Santa Cruz City Council
September 12, 2023

CITY OF SANTA CRUZ
809 Center Street
Santa Cruz, California 95060

CITY COUNCIL AGENDA
Regular Meeting – September 12, 2023
Updated September 8, 2023
1:00 P.M. CLOSED SESSION, ZOOM/COURTYARD CONFERENCE ROOM 2:00 P.M. ORAL COMMUNICATIONS, CONSENT, AND GENERAL BUSINESS,

ZOOM/COUNCIL CHAMBERS
The meeting may be viewed remotely, using any of the following sources:
 Click on Zoom link (no time delay): https://zoom.us/j/94684401344  Online at http://www.cityofsantacruz.com/government/city-council/council-meetings  Online at Watch – Community Television of Santa Cruz County  Comcast Channel 25
Or: Call any of the numbers below. If one is busy, try the next one.  1-833-548-0276 (Toll Free)
 1-833-548-0282 (Toll Free)
 1-877-853-5247 (Toll Free)
 1-669-900-9128
 Enter the meeting ID number: 946 8440 1344
 When prompted for a Participant ID, press #.
 Press *9 on your phone to “raise your hand” when the Mayor calls for public comment.  It will be your turn to speak when the Mayor calls on you. Press *6 to unmute yourself. The timer will then be set.

Correspondence to be included in the agenda packet must be received by 5:00 pm on Monday, September 11th
PLEASE NOTE:
 Council may take a break(s) as needed.
 Requests for extra speaking time on items other than Oral Communications must be made by 5:00 p.m. on Sunday, September 10th by emailing the Mayor and the City Clerk.

Approval will be confirmed via email.
[email protected] [email protected]
September 12, 2023 City Council 2
The City of Santa Cruz does not discriminate against persons with disabilities. Out of consideration for people with chemical sensitivities we ask that you attend fragrance free. Upon request, the agenda can be provided in a format to accommodate special needs. Additionally, if you wish to attend this public meeting and will require assistance such as an interpreter for American Sign Language, Spanish, or other special equipment, please call the City Clerk’s Department at 420-5030 at least five days in advance so that we can arrange for such special assistance, or email [email protected]. The CalRelay system number: 1-800-735-2922.

Si desea asistir a esta reunión pública y necesita ayuda - como un intérprete de lenguaje de señas americano, español u otro equipo especial - favor de llamar al Departamento de la Secretaría de la Ciudad al 420-5030 al menos cinco días antes para que podamos coordinar dicha asistencia especial o envié un correo electrónico a [email protected]. El número del sistema Cal-Relay es: 1-800-735-2922.

Agenda and Agenda Packet Materials: The City Council agenda and the complete agenda packet containing public records, which are not exempt from disclosure pursuant to the California Public Records Act, are available for review on the City’s website:
www.cityofsantacruz.com/government/city-council-meetings and at the Office of the City Clerk located at 809 Center Street, Room 9, Santa Cruz, California, during normal business hours.

Agenda Materials Submitted after Publication of the Agenda Packet: Pursuant to Government Code §54957.5, public records related to an open session agenda item submitted after distribution of the agenda packet are available at the same time they are distributed or made available to the legislative body on the City’s website at: www.cityofsantacruz.com/government/city-councilmeetings and are also available for public inspection at the Office of the City Clerk, 809 Center Street Room 8, Santa Cruz, California, during normal business hours, and at the Council meeting.

Need more information? Contact the City Clerk’s office at 831-420-5030.

September 12, 2023 City Council 3
Closed Session

1. Real Property Negotiations (Government Code §54956.8) 1) Property: Approximately 8.15 acres located on Mount Hermon Road in Scotts Valley, CA
APNs: 022-721-07, 022-721-08, and 022-721-09
Owner: City of Santa Cruz
City Negotiator: Bonnie Lipscomb
Negotiating Parties: City of Santa Cruz and City of Scotts Valley Under Negotiation: Price, terms of payment, or both
2) Property: 140 Front Street
APN: 005-053-27
Owner: Seaside Company
City Negotiator: Bonnie Lipscomb
Negotiating Parties: City of Santa Cruz, Seaside Company, and Golden State Warriors
Under Negotiation: Price, terms of payment, or both

2. Conference With Legal Counsel – Liability Claims (Government Code §54956.95)
1) Claimant: Joshua David Abbey
2) Claimant: Barton Russell Jackson
3) Claimant: Barton Russell Jackson
Claims against the City of Santa Cruz

3. Conference with Legal Counsel – Anticipated Litigation (Government Code §54956.9(d)(2))
Significant exposure to litigation (one potential case to be discussed) Item 4.2 was added.

4. Conference with Legal Counsel – Existing Litigation (Government Code § 54956.9(d)(1))
1) Barbera v. Garney Pacific, Inc., et al.
(Santa Cruz County Superior Court Case No. 23CV01960)
2) City of Santa Cruz v. Chevron Corp., et al.
(Santa Cruz County Superior Court Case No. 17CV03243)
September 12, 2023 City Council 4
City Council
2:00 PM
Call to Order
Roll Call
Oral Communications Announcement – Members of the public may address Council on matters not on the agenda, but within the jurisdiction of the Council. 30 minutes is allocated for Oral Communications. No extra time for groups will be granted.

Oral Communications
Presentation

5. Mayoral Proclamation Declaring September 2023 as Childhood Cancer Awareness Month
Presiding Officer's Announcements
Statements of Disqualification
Additions and Deletions
City Attorney Report on Closed Session
Council Meeting Calendar

6. The City Council will review the meeting calendar attached to the agenda and revise it as necessary.

September 12, 2023 City Council 5
Consent Agenda

7. Minutes of the August 22, 2023 City Council Meeting (CC) Motion to approve as submitted.

8. Authorize Contract with Community Bridges to Operate the City Overlook Emergency Shelter Transportation Program - Budget Adjustment (CM)
Motion to:
1) Authorize the City Manager to execute a contract, in a form to be approved by the City Attorney, between the City of Santa Cruz and Community Bridges in an amount of $314,508 to operate and manage the Emergency Shelter Transportation program at the Armory for the contract period of September 15, 2023 through June 30, 2024; and 2) Adopt a resolution amending the FY 2024 budget to appropriate $314,508 from project p102206-Outreach and Shelter Staffing to project p102202 – Safe Sleeping & Shelter Armory.

9. Mission Gardens Apartments Amendment to HOME Investment Partnership Regulatory Agreement & Assumption Agreements (ED) Motion to adopt a resolution to:
1) Authorize the City Manager to execute any and all amendments necessary, in a form to be approved by the City Attorney, to change the Managing Agent from John Stewart Company to Rose Community Management LLC including but not limited to Exhibit D of the HOME Investment Partnership Regulatory Agreement, upon close of escrow should Rose Affordable Housing Preservation Fund V Mission Gardens L.P. take ownership of the property located at 90 Grandview Street; and
2) Authorize the City Manager to execute any and all agreements necessary, in a form to be approved by the City Attorney, for Rose Affordable Housing Preservation Fund V Mission Gardens, L.P. to assume all existing affordability requirements currently recorded against 90 Grandview Street and extend the City Redevelopment Agency affordability requirements in perpetuity.

September 12, 2023 City Council 6
Consent Agenda (continued)

10. Liability Claims Filed Against the City of Santa Cruz (FN) Motion to reject the liability claims of 1) Joshua David Abbey, 2) Barton Russell Jackson (date of occurrence 8/1/23), and 3) Barton Russell Jackson (date of occurrence 7/17/23), based on staff recommendation.

11. 2021 Compensation Study Implementation for Various Bargaining Groups (HR)
Motion to:
1) Adopt a resolution modifying the Compensation Plan for identified Service classifications as a result of mapped enterprise-funded classifications receipt of pay increases from April 1, 2023; and 2) Adopt a resolution modifying the Compensation Plan for identified Supervisory classifications to address compaction and market issues; and
3) Adopt a resolution amending the FY 2024 budget in the amount of $483,668 allocated to various departmental operating budgets to cover the aforementioned cost increases as identified in the budget adjustment.

12. Main Beach Public Restroom Renovation Project – Authorization to Advertise for Bids and Award Contracts (PR)
Motion to approve the plans, authorize staff to advertise for bids, award contracts, and authorize the Director to execute change orders within the approved project budget for the Main Beach Public Restroom Renovation Project (c301913) which has been funded through the California Department of Transportation’s Clean California Local Grant Program Award. The City Manager, or designee, is hereby authorized and directed to execute the contract as authorized by Resolution No. NS-27,563.

September 12, 2023 City Council 7
Consent Agenda

13. Regional Participation in Household Hazardous Waste Grant Cycle 41 (PW)
Resolution authorizing the City’s regional participation in the CalRecycle Household Hazardous Waste Cycle 41 and authorize the City Manager to submit all required documentation and payment requests.

14. CalRecycle Grant Authorization (PW)
Resolution authorizing the City Manager to submit all CalRecycle Grants applications for which the City is eligible.

15. Scenic Street Sewer Rehabilitation (c401511) – Authorization to Advertise and Award (PW)
Motion to approve the plans and specifications for the Scenic Street Sewer Rehabilitation (c401511), authorize staff to advertise for bids, and award the contract. The City Manager is hereby authorized and directed to execute the contract as authorized by Resolution No. NS27,563, in a form approved by the City Attorney. The Director of Public Works is authorized to execute change orders within the approved project budget.

16. Felton Diversion Emergency Pipeline Repair Project – Budget Adjustment (WT)
Resolution amending the FY 2024 budget to transfer $3,100,000 within the Water Department’s Capital Investment Program budget from the Water Program Management Reserve (c702003) to the Felton Diversion Emergency Pipeline Repair Project (e702301).

17. Approval of License Agreement with Soquel Creek Water District for DeLaveaga Tanks Communication Equipment (WT)
Motion authorizing the Water Director to execute a License Agreement with Soquel Creek Water District in a form approved by the City Attorney to access the Water Department’s DeLaveaga tank site and install and maintain communication equipment at the site.

End Consent Agenda
September 12, 2023 City Council 8
General Business

18. Water Commission Appointments (CC)
Motion to:
1) Approve Councilmember Newsome’s Water Commissioner
nomination, with a term ending January 31, 2027; and
2) Appoint one Water Commissioner, at-large, with a term ending January 31, 2026.

19. Amendment of Santa Cruz Municipal Code Section 16.08.110, Prohibitions and Limitations on Wastewater Discharges (PW) Introduce for publication an ordinance amending Santa Cruz Municipal Code Section 16.08.110, Prohibitions and Limitations of Wastewater Discharges, in compliance with the Clean Water Act at sections 403.6 (e) and 403.8 (National Pretreatment Standards).

20. Downtown Association: Parking and Business Improvement Area Assessments for FY 2024 (ED)
Motion to:
1) Approve, or modify and approve, the updated plan prepared by the Downtown Association for FY 2024; and
2) Adopt the Resolution of Intention to levy a Downtown Parking and Business Improvement Assessment for FY 2024 and schedule a public hearing for September 26, 2023 on the levy of the assessments for FY 2024; and
3) Introduce for publication an ordinance confirming that Chapter 5.05 of the Santa Cruz Municipal Code shall continue to apply to the Parking and Business Improvement and setting forth a new method and basis for levying assessments thereby resulting in an increased assessment.

21. Water Street Bridge Historical Marker (CN)
Receive an update from the Water Street Bridge Ad Hoc Committee, approve the plaque language, location, and installation of the historical marker, and provide feedback as needed.

September 12, 2023 City Council 9
General Business (continued)

22. West Cliff Infrastructure and Transportation Update (PW/CM) Motion to:
1) Receive updates on West Cliff-related capital projects including Bethany Curve culvert, rip-rap, and infill walls; transportation efforts including the study conducted on the one-way pilot; and infrastructure next steps including impacts for West Cliff given construction projects; 2) Direct staff to restore two-way traffic, remove the one-way pilot when the infill walls are complete, and include further traffic options in the 50-year vision project;
3) Adopt a resolution to approve a City traffic calming toolkit; and 4) Adopt a resolution to amend the FY 2024 budget to appropriate $1.7 million from Gas-Tax, $1 million from General Fund Capital Investment Program (CIP), and $1 million from state earmark to the West Cliff Stabilization Project (c401501).

Adjournment
September 12, 2023 City Council 10

INFORMATION ITEMS PREVIOUSLY DISTRIBUTED TO CITY COUNCILMEMBERS ADDENDUM TO CITY COUNCIL AGENDA – SEPTEMBER 12, 2023

23. Finance Department: Portfolio Management Report – Pooled Cash and Investments as of July 31, 2023 - 8/11/23 (FNFYI 373)

24. Economic Development and Housing Department: Ocean Street Gateway Beautification Project Update - 8/24/23 (EDFYI 002)

MAYOR'S PROCLAMATIONS
ADDENDUM TO CITY COUNCIL AGENDA – SEPTEMBER 12, 2023

25. Proclaiming August 19, 2023 as “Scholl Marr Castle Day” and encouraging one and all to visit Seabright State Beach to view this vibrant piece of local history now on display for the community.

26. Proclaiming Saturday, October 21, 2023 as “Santa Cruz Band Review Day.”

27. Proclaiming September 8, 2023 as “Lisa Berkowitz Day” and encouraging all citizens to join in expressing heartfelt appreciation for her devoting 44 years of her life to ensuring that older adults throughout Santa Cruz County have access to healthy nutritious meals and commending her for dedicating her life to ensuring that no senior goes hungry through her diligent, heartfelt, and tireless work at Meals on Wheels for Santa Cruz County.

28. Proclaiming the month of September 2023 as “Childhood Cancer Awareness Month” and encouraging all citizens to join in honoring Jacob’s Heart Children’s Cancer Support Services for its 25 years of outstanding support to our community and acknowledging its contributions to Childhood Cancer Awareness Month.

September 12, 2023 City Council 11
Advisory Body Appointments
The following positions are vacant. Council will make the appointments at a future meeting.

County Latino Affairs Commission One opening – at-large nomination Sister Cities Committee Three openings – at-large nominations Public Hearing
If, in the future, you wish to challenge in court any of the matters on this agenda for which a public hearing is to be conducted, you may be limited to raising only those issues which you (or someone else) raised orally at the public hearing or in written correspondence received by the City at or before the hearing.

Any person seeking to challenge a City Council decision made as a result of a proceeding in which, by law, a hearing is required to be given, evidence is required to be taken, and the discretion in the determination of facts is vested in the City Council, shall be required to commence that action either 60 days or 90 days following the date on which the decision becomes final as provided in Code of Civil Procedure Section 1094.6 Please refer to code of Civil Procedure 1094.6 to determine how to calculate when a decision becomes “final.” The 60-day rule applies to all public hearings conducted pursuant to the City’s Zoning Ordinance, Title 24, Santa Cruz Municipal Code. The 90-day rule applies to all other public hearings.

City Council Agenda Legislative History Addendum
No information was submitted.

City staff is responsible for providing the City Clerk with such documentation and information for the Legislative History Addendum. The information will be on file in the City Clerk’s Department.

The Addendum is a listing of information specific to City Council business, but which does not appear on a Council meeting agenda. Such entities would include, but not be limited to: Court decisions, Coastal Commission Appeals of City Council actions, Closed Session Agreements/Settlements, which are public record, Association of Monterey Bay Area Governments, Local Agency Formation Commission.

Meeting Type
Holiday
Jewish Holiday
Regular Meeting
Special Meeting
Study Session (will be added as scheduled)
Budget Hearing
DATE Location Meeting Type
September 15/16
September 24/25
Courtyard Conf. Room Closed Session ‐ Closed to the Public Zoom/Council Chambers Council Regular Meeting ‐ Open to the Public Courtyard Conf. Room Closed Session ‐ Closed to the Public Zoom/Council Chambers Council Regular Meeting ‐ Open to the Public Courtyard Conf. Room Closed Session ‐ Closed to the Public Zoom/Council Chambers Council Regular Meeting ‐ Open to the Public Courtyard Conf. Room Closed Session ‐ Closed to the Public Zoom/Council Chambers Council Regular Meeting ‐ Open to the Public November 10
Courtyard Conf. Room Closed Session ‐ Closed to the Public Zoom/Council Chambers Council Regular Meeting ‐ Open to the Public November 23
November 24
December 7/8
Courtyard Conf. Room Closed Session ‐ Closed to the Public Zoom/Council Chambers Council Regular Meeting ‐ Open to the Public December 25
Yom Kippur (City observed ‐  sundown to sundown)
City Council Meeting Calendar for 2023
November 28
December 12
City Hall Closure ‐ Thanksgiving Day
City Hall Closure ‐ Day After Thanksgiving Day
September 26
Please note: Meeting times are not final and are likely to change December 26 Meeting Cancelled ‐ CITY COUNCIL DARK
City Hall Closure ‐ Christmas Day
Hanukkah (City observed ‐  sundown to sundown)
Rosh Hashanah (City observed ‐  sundown to sundown)
November 14
October 10
October 24
City Hall Closure ‐ Veteran's Day (observed)

6.1 MINUTES ARE UNOFFICIAL UNTIL APPROVED BY COUNCIL
City of Santa Cruz
809 Center Street
Santa Cruz, California 95060

MINUTES OF A CITY COUNCIL MEETING
August 22, 2023
2:45 PM
Mayor Keeley opened the City Council Closed Session at 2:46 p.m. in a public meeting via Zoom and in Council Chambers, for the purpose of announcing the agenda, and receiving public testimony.

Roll Call

Present: Councilmembers Brown, Watkins, Brunner, Kalantari-Johnson; Vice Mayor Golder; Mayor Keeley.

Absent: Councilmember Newsome.

Staff: City Manager M. Huffaker, Assistant City Manager L. Schmidt, Assistant City Attorney C. Bronson, Deputy City Clerk Administrator J. Wood, City Clerk Administrator B. Bush.

Public Comment
Mayor Keeley opened the public comment period at 2:47 p.m. There were no speakers. Mayor Keeley closed the public comment period at 2:47 p.m., at which time the meeting was closed to the public and Council adjourned to the Courtyard Conference Room.

Closed Session

1. Conference With Legal Counsel – Liability Claims (Government Code §54956.95) 1) Claimant: Cari McCormick
2) Claimant: Nancy Ogle
3) Claimant: Afni
Claims against the City of Santa Cruz
Council received a status report, took up under agenda item 10, and no reportable action was taken.

7.1 August 22, 2023 CITY COUNCIL MINUTES 6548
City of Santa Cruz
809 Center Street
Santa Cruz, California 95060

MINUTES OF A CITY COUNCIL MEETING
August 22, 2023
3:00 PM
Call to Order – Mayor Keeley called the meeting to order at 3:01 p.m. in Council Chambers.

Roll Call

Present: Councilmembers Brown, Watkins, Brunner, Kalantari-Johnson; Vice Mayor Golder; Mayor Keeley.

Absent: Councilmember Newsome.

Staff: City Manager M. Huffaker, Assistant City Manager L. Schmidt, Assistant City Attorney C. Bronson, Director of Economic Development and Housing B. Lipscomb, Finance Director E. Cabell, Chief of Fire R. Oatey, Director of Public Works N. Nguyen, Director of Parks and Recreation T.

Elliot, Director of Planning and Community Development L. Butler, Director of Information Technology K. Morgan (via Zoom), Chief of Police B. Escalante (via Zoom), Water Director R. Menard (via Zoom), Chief People Officer S. De Leon (via Zoom), Deputy City Manager L. Murphy, Assistant Director of Public Works/City Engineer K. Crossley, Principal Planner M. VanHua, Deputy City Clerk Administrator J. Wood, City Clerk Administrator B. Bush.

Presentations

2. Proclamation Declaring August 22, 2023 as Downtown Ambassadors Day Councilmember Kalantari-Johnson presented a proclamation to Downtown Ambassadors Declaring August 22, 2023 as Downtown Ambassadors Day.

Presiding Officer's Announcements
Statements of Disqualification – None.

Additions and Deletions – None.

City Attorney Report on Closed Session – See page 6547 for the report.

7.2 August 22, 2023 CITY COUNCIL MINUTES 6549
Council Meeting Calendar

3. The City Council reviewed and did not revise the meeting calendar attached to the agenda.

Consent Agenda
Councilmember Kalantari-Johnson and Vice Mayor Golder made a comment on item 14, and Assistant Director of Public Works/City Engineer K. Crossley provided an update.

Vice Mayor Golder made a comment on items 8 and 9.

Mayor Keeley opened the public comment period. The following people spoke:

Unidentified person spoke regarding item 12.

Rachael Sotos spoke regarding item 6.

Unidentified person spoke regarding item 8.

Mayor Keeley closed the public comment period.

Mayor Keeley stated he would be abstaining from voting on item 6, as he was absent for that meeting.

MOTION: Councilmember Watkins moved, seconded by Vice Mayor Golder, to approve the Consent Agenda.

ACTION: The motion carried with the following vote.

AYES: Councilmembers Brown, Watkins, Brunner, Kalantari-Johnson; Vice Mayor Golder; Mayor Keeley (with the exception of item 6).

NOES: None.

ABSENT: Councilmember Newsome.

DISQUALIFIED: Mayor Keeley (item 6).

4. Resolution Extending the Emergency Declaration in Connection with the December 2022 and January 2023 Winter Storms (CA/CM)
Resolution No. NS-30,187 was adopted extending by sixty days the Local Emergency Declaration in connection with the December 2022 and January 2023 winter storms.

7.3 August 22, 2023 CITY COUNCIL MINUTES 6550
Consent Agenda (continued)

5. Minutes of the August 8, 2023 City Council Meeting (CC) Motion carried to approve as submitted.

6. Minutes of the August 15, 2023 City Council Study Session (CC) Motion carried to approve as submitted.

7. Update of Council Policy 6.5 (City Council Agenda - Order of Business), 6.6 (City Council Meetings - Oral Communications), and 6.7 (Lengthy Reports Distributed to Council), and the Councilmembers' Handbook (CC) Resolution No. NS-30,188 was adopted updating Council Policies 6.5 and 6.6, and the Councilmembers' Handbook, to revise the timing for Oral Communications, as well as Council Policy 6.7 to further explain and define the policy.

8. Purchase Price Increase of a 2027 Road Rescue Type I Ultramedic Ambulance(s) on a Freightliner M2-106, 4 x 2, Diesel Powered Two Door Standard Cab Chassis - Budget Adjustment (FD)
Motion carried to:
 Approve the purchase price increase of a 2027 Road Rescue Type I Ultramedic Ambulance(s) on a Freightliner M2-106, 4 x 2, Diesel Powered Two Door Standard Cab Chassis in the amount of the original cost of $375,000 (from approved Capital Investment Program - CIP - project c212203) to the current cost of $455,150, which is an increase of $80,150 above the previously approved budget amount; and
 Adopt Resolution No. NS-30,189 amending the FY 2024 budget to transfer $45,000 from the City of Santa Cruz Fire Department project c212304 and $35,150 from Fire's current operating budget to FY 2024 CIP project number c212203 to cover the aforementioned total increase cost of $80,150.

7.4 August 22, 2023 CITY COUNCIL MINUTES 6551
Consent Agenda (continued)

9. Purchase Price Increase of One (1) Pierce Manufacturing, Inc. 107’ Enforcer Tractor Drawn Aerial Ladder Truck - Budget Adjustment (FD) Motion carried to:
 Approve the purchase price increase of a One (1) Pierce Manufacturing, Inc. 107’ Enforcer Tractor Drawn Aerial Ladder Truck from the original cost of $1,500,000 (from approved Capital Investment Program - CIP - project c212305) to the current cost of $1,782,080, which is an increase of $282,080 above the previously approved budget amount; and
 Adopt Resolution No. NS-30,190 amending the FY 2024 budget to transfer $282,080 from the City of Santa Cruz General Fund to FY 2024 CIP project number c212305 to cover the aforementioned cost increase.

10. Liability Claims Filed Against the City of Santa Cruz (FN) Motion carried to reject the liability claims of 1) Cari McCormick, 2) Nancy Ogle; and to return as late claim of 3) Afni, based on staff recommendation.

11. Award Agreement for Municipal Financial Advisory Services (FN) Motion carried to:
 Award agreement for Municipal Financial Advisory Services to NHA Advisors LLC (San Rafael, CA) for a five-year initial contract period with five optional one-year renewals; and
 Authorize the City Manager, or designee, to execute the agreement and any amendments within the approved operating budget, in a form approved by the City Attorney.

7.5 August 22, 2023 CITY COUNCIL MINUTES 6552
Consent Agenda (continued)

12. Downtown Recovery – Phase I-IV – Authorization to Advertise for Bids and Award Contracts (PR)
Motion carried to authorize staff to advertise for bids and award contracts to provide new waste and recycling receptacles, provide new benches, and paint existing site furnishings to carry out the Downtown Recovery – Phase I-IV project (c302312). The City Manager is hereby authorized and directed to execute the contracts in forms approved by the City Attorney and as authorized by Resolution No. NS-27,563. The Parks and Recreation Director, Economic Development and Housing Director, and Public Works Director are authorized to execute change orders within approved budgets.

13. San Lorenzo River Levee FEMA Accreditation Burrowing Rodent Mitigation Project – Phase 2 (c402112) – Notice of Completion (PW) Motion carried to accept the work of Pacifico Construction (Dos Palos, CA) as completed per the specifications and authorize the filing of the Notice of Completion for San Lorenzo River Levee FEMA Accreditation Burrowing Rodent Mitigation Project – Phase 2 (c402112).

7.6 August 22, 2023 CITY COUNCIL MINUTES 6553
Consent Agenda (continued)

14. West Cliff Drive Bethany Curve Culvert (c402407) – Approval of Plans and Specifications, Authorization to Advertise for Bids and Award Contract, and Authorize Professional Service Agreement for Design and Construction Support Services, and Budget Adjustment (PW)
Motion carried to:
 Approve the plans and specifications for the West Cliff Drive Bethany Curve Culvert Project (c402407), authorize staff to advertise for bids, and award the contract. The City Manager is hereby authorized and directed to execute an agreement in a form approved by the City Attorney. The Director of Public Works is authorized to execute change orders within the approved project budget; and
 Approve and authorize the City Manager to execute a Professional Service Agreement with Mesiti-Miller Engineering (Santa Cruz, CA) for designing the West Cliff Drive Bethany Curve Project (c402407), in a form approved by the City Attorney. The Director of Public Works is authorized to execute contract amendments within the approved project budget; and  Adopt Resolution No. NS-30,191 amending the FY 2024 budget and appropriate $300,000 from the General Fund and amending the Public Works Capital Investment Program budget in c402407.

15. Purchase of Two Refuse Trucks (PW)
Motion carried authorizing the purchase of side loader and roll-off vehicles from TEC of California (Oakland, CA) in the amount of $690,000.00.

16. Transfer within the Water Department’s Capital Investment Program for Fiscal Year 2023 Water Program Administration Expenses – Budget Adjustment (WT) Resolution No. NS-30,192 was adopted amending the Fiscal Year 2023 (FY 2023) budget by transferring $1,591,209 from the Water Department’s Capital Investment Program (CIP) Project c701901, Water Program Administration, to various other Water Department CIP projects for the purpose of allocating actual program administration expenses to active Water Program CIP projects.

End Consent Agenda

7.7 August 22, 2023 CITY COUNCIL MINUTES 6554
General Business

17. Regional Early Action Planning (REAP) 2.0 Regional Funding Grant Application for Promoting Inclusive Residential Infill Development through Objective Standards for Properties with R-1 Single Family Residence Zoning (PL) Director of Planning and Community Development L. Butler introduced the item and responded to Council questions.

Principal Planner M. VanHua gave a presentation and responded to Council questions.

Mayor Keeley opened the public comment period. The following people spoke.

Jane Heyse
James Ewing Whitman
Garrett Philipp
Fran Guerrero
Mayor Keeley closed the public comment period.

MOTION: Councilmember Kalantari-Johnson moved, seconded by Councilmember Brunner, to adopt Resolution No. NS-30,193 authorizing staff to apply for State of California REAP 2.0 competitive funding in the amount of $750,000 to plan for more inclusive residential infill housing options in neighborhoods.

FRIENDLY AMENDMENT: Councilmember Brown requested to add direction to staff to include attention to exclusive production of deed-restricted affordable housing opportunities. Councilmembers Kalantari-Johnson and Brunner accepted.

ACTION: The motion carried with the following vote.

AYES: Councilmembers Brown, Watkins, Brunner, KalantariJohnson; Vice Mayor Golder; Mayor Keeley.

NOES: None.

ABSENT: Councilmember Newsome.

DISQUALIFIED: None.

7.8 August 22, 2023 CITY COUNCIL MINUTES 6555
General Business (continued)

18. State of Child & Youth Well-Being Report 2022/2023 (CM) Councilmembers Kalantari-Johnson and Watkins, and Vice Mayor Golder spoke.

Nicole Young, with Optimal Solutions Consulting, gave a presentation.

Jonah Chizinsky, Youth Liaison, spoke.

Mayor Keeley opened the public comment period. The following people spoke.

Unidentified person
Sarah Emmert
Owen Lawson
Unidentified person
Mayor Keeley closed the public comment period.

MOTION: Councilmember Kalantari-Johnson moved, seconded by Councilmember Watkins, to accept the State of Child & Youth Well-Being report for 2023.

ACTION: The motion carried with the following vote.

AYES: Councilmembers Brown, Watkins, Brunner, KalantariJohnson; Vice Mayor Golder; Mayor Keeley.

NOES: None.

ABSENT: Councilmember Newsome.

DISQUALIFIED: None.

7.9 August 22, 2023 CITY COUNCIL MINUTES 6556
Oral Communications Announcement - The Mayor provided a brief announcement about Oral Communications.

Oral Communications
At 5:13 p.m. Mayor Keeley opened Oral Communications for members of the public who wished to speak regarding items not listed on the City Council agenda.

Terrance Concannon spoke as the new CEO of Visit Santa Cruz County, introducing himself to Council.

Jennifer Zeitr spoke regarding permanent outdoor dining at Brady’s.

James Ewing Whitman spoke regarding COVID-19.

Garrett spoke regarding equity being an economic poison.

Unidentified person spoke regarding homelessness and the availability of alternative shelter.

At 5:26 p.m. Mayor Keeley closed Oral Communications.

Adjournment – Councilmember Brown moved, seconded by Vice Mayor Golder, to adjourn. By consensus City Council adjourned at 5:28 p.m.

Respectfully Submitted:

Julia Wood, Deputy City Clerk Administrator
Attest:

Bonnie Bush, City Clerk Administrator
Approved:

Fred Keeley, Mayor

7.10 City Council

AGENDA REPORT
DATE: 08/24/2023
AGENDA OF: 09/12/2023
DEPARTMENT: City Manager
SUBJECT: Authorize Contract with Community Bridges to Operate the City Overlook Emergency Shelter Transportation Program - Budget Adjustment (CM) RECOMMENDATION: Motion to:
1) Authorize the City Manager to execute a contract, in a form to be approved by the City Attorney, between the City of Santa Cruz and Community Bridges in an amount of $314,508 to operate and manage the Emergency Shelter Transportation program at the Armory for the contract period of September 15, 2023 through June 30, 2024; and 2) Adopt a resolution amending the FY 2024 budget to appropriate $314,508 from project p102206-Outreach and Shelter Staffing to project p102202 – Safe Sleeping & Shelter Armory.

BACKGROUND: On June 27, 2023 the City Council approved a contract with The Salvation Army (TSA) to operate the City Overlook emergency shelter located at the Santa Cruz Armory from July 1, 2023 through June 30, 2024. In the report to Council, staff indicated that the shuttle program, which provides transportation to and from the Armory for shelter program participants, had been removed from TSA contract, and that the City would initiate a Request for Proposal (RFP) process to identify a new vendor to provide the transportation service.

DISCUSSION: Due to issues outside of their ability to control, TSA was unable to successfully operate the shuttle program on their own. Over the past fiscal year, the transportation program has been jointly operated by TSA and the City. Having two entities operate the same program has proven inefficient and logistically challenging. The shuttle is an essential resource providing transportation to and from the campus for all participants of the City Overlook program as well as the Tier 3 safe parking program. It is vital that this shuttle program provides reliable and accessibility transportation services 365 days per year. Therefore, the City decided to release a Request for Proposal (RFP) to seek a new outside vendor to operate the transportation program.

The RFP was released on May 26, 2023, and three organizations submitted proposals that met the minimum qualifications. In accordance with the City’s procurement protocols, and the evaluation criteria outlined in the RFP, the City reviewed the submissions, and Community Bridges/Lift Line received the highest score. In addition, Community Bridges/Lift Line submitted the lowest cost proposal. Community Bridges/Lift Line is able to leverage their existing fleet of vehicles and drivers to operate the Armory transportation program, keeping costs

8.1 down. They have extensive experience, and a proven history working with vulnerable populations throughout Santa Cruz County.

FISCAL IMPACT: Funds to support the operations and management of the Emergency Shelter Transportation Program will come from the remaining California $14 million grant funds.

The City Overlook budget for all program elements approved by Council on June 27, 2023 for FY 2024 was $4.8 million. In order to fund the Emergency Shelter Transportation Program, $314,508 will be moved in the amount of $314,508 from project p102206 (Outreach Shelter and Staffing) to project p102202 – Safe Sleeping & Shelter Armory.

Prepared By:

Larry Imwalle
Homelessness Response
Manager
Submitted By:

Lisa Murphy
Deputy City Manager
Approved By:

Matt Huffaker
City Manager
ATTACHMENTS:

1. AGREEMENT.DOCX

2. BUDGET ADJUSTMENT.PDF

8.2 City of Santa Cruz Professional Services Agreement
Operation of Emergency Shelter Transportation Services

Professional Services Agreement With

COMMUNITY BRIDGES
For

OPERATION OF EMERGENCY SHELTER TRANSPORTATION SERVICES
(SEPTEMBER 2023—JUNE 30, 2024)
THIS AGREEMENT for professional services is made by and between the City of Santa Cruz (“City”) and Community Bridges (“Consultant”) (each is referred to individually as a “Party” and collectively, as the “Parties”) as of September 15, 2023 (the “Effective Date”).

NOW, THEREFORE, in consideration of each other’s mutual promises, the Parties hereto agree as follows:

SECTION 1: SCOPE OF WORK
Consultant will furnish services as defined and described in the Scope of Work, attached hereto as Exhibit A and incorporated herein.

SECTION 2: RESPONSIBILITIES OF CONSULTANT
All work performed by Consultant, or under Consultant’s direction, shall be rendered in accordance with the generally accepted practices, and to the standards of, Consultant's profession. Consultant represents and agrees that Consultant: (i) is fully experienced and properly qualified to perform the work and services provided for herein, (ii) has the financial capability required for the performance of the work and services, and (iii) is properly equipped and organized to perform the work and services in a competent, timely, and proper manner, in accordance with the requirements of this Agreement.

Consultant shall not undertake any work beyond the Scope of Work set forth in Exhibit A unless such additional work is approved in advance and in writing by City. The cost of such additional work shall be reimbursed to Consultant by City on the same basis as provided for in Section 4.

If, in performing the work, it is necessary to conduct field operations, security and safety of the job site will be the Consultant's responsibility excluding, the security and safety of any facility of City within the job site which is not under the Consultant's control.

Consultant shall meet with Larry Imwalle, Homelessness Response Manager, hereinafter called "Director", or other designated and authorized City personnel, or third parties as necessary, on all matters connected with carrying out of Consultant’s services described in Exhibit A. Such meetings shall be held at the request of either Party. Review and City approval of completed work shall be obtained monthly, or at other intervals as may be mutually agreed upon during the course of this Agreement. Review, approval, or acceptance of Consultant’s work by City or others shall not relieve Consultant from responsibility for errors and omissions in Consultant’s work.

SECTION 3: RESPONSIBILITIES OF THE CITY
City shall make available to Consultant all necessary data and information in the City's possession and shall actively assist Consultant in obtaining such information from other agencies and individuals as needed. Consultant is entitled to reasonably rely upon the accuracy and completeness of such data and information, and Consultant shall provide City prompt written notice of any known defects in such data and information.

The Director may authorize a staff person to serve as his or her representative. The work in progress shall be reviewed at such intervals as may be mutually agreed upon between the Parties. The City will be the sole judge of

8.3 City of Santa Cruz Professional Services Agreement
Operation of Emergency Shelter Transportation Services

acceptable work, provided that such approval will not be unreasonably withheld or delayed. If the work is not acceptable, City will inform Consultant of the changes or revisions necessary to secure approval.

SECTION 4: FEES AND PAYMENT
For services actually performed, the City will compensate Consultant at the rates set forth in the Fee Schedule / Budget detailed in Exhibit B and in accordance with the terms set forth therein. Payment for Consultant's services in carrying out the entire Scope of Work shall be made within the budget limit, or limits shown, upon Exhibit B. Such payment shall be considered the full compensation for all personnel, materials, supplies, and equipment used by Consultant in the Scope of Work. Markups shall not be charged for any approved sub-consultants or subcontractors.

Consultant agrees that the payments to Consultant specified in this Section 4 will constitute full and complete compensation for all obligations assumed by Consultant under this Agreement. Where conflicts regarding compensation may occur, the provisions of this section apply.

Variations from the budget for each task which are justified by statements indicating personnel time expended and submittal of a revised budget are only allowed with prior City approval; however, in no event shall the total fee charged for the Scope of Work set forth in Exhibit A exceed the budget of $314,508 without advance written City authorization in the form of an amendment or change order.

Invoices shall detail the time worked by each class of employee on each task and the expenses incurred for which billing is made. Invoices shall indicate the percentage completion of each work task as identified in the Scope of Work in Exhibit A and the overall percentage of completion of the total required services. Unless otherwise specified in the fee schedule, payments shall be made monthly by the City within 30 days based on itemized invoices from the Consultant which list the actual costs and expenses.

All invoices shall contain the following affidavit signed by Consultant (if individual) or by a principal of Consultant’s firm (if Consultant is an entity):
"I hereby certify [or as principal of Consultant] that the charge of (Insert invoice amount) as summarized above and shown in detail on the attachments is a fair and reasonable use of public funds, is in accordance with the terms of Agreement dated (Insert Agreement Date), and has not been previously paid."
This Agreement is contingent upon the appropriation of sufficient funding by the City for the services covered by this Agreement. If funding is reduced or deleted by the City for the services covered by this Agreement, the City has the option without penalty or liability to either terminate this Agreement or to offer an amendment to this Agreement indicating the reduced amount.

SECTION 5: TRAVEL REIMBURSEMENT POLICY
The City shall not be responsible for any travel, meal, or lodging reimbursements to Consultant and/or Consultant’s employees.

SECTION 6: CHANGES IN WORK
City may negotiate changes in the Scope of Work. No changes in the Scope of Work shall be made without the written approval of City and Consultant. Any change requiring compensation in excess of the sum specified in Exhibit B shall be approved in advance in writing by the City. Only City’s authorized representative(s) is authorized to approve changes to this Agreement on behalf of City.

SECTION 7: TERM AND SCHEDULE

8.4 City of Santa Cruz Professional Services Agreement
Operation of Emergency Shelter Transportation Services

The term of this Agreement shall be on the effective date of this Agreement and terminating on June 30, 2024. At the option of the City, this Agreement may be renewed annually under the same contractual terms and conditions by letter agreement. It is expressly understood by the Parties hereto that this Agreement and its commencement is dependent and conditioned upon the execution and grant of a License Agreement (“License”) to the City from the California Military Department (the “State”) for use of the Santa Cruz Armory located at 301 Armory Rd., Santa Cruz, CA 95065-2101; and in the event that said License is not executed, this Agreement will not go into effect and the City incurs no responsibilities or liabilities under this Agreement.

Consultant shall begin work as specified in a written authorization (e.g., Notice to Proceed) to perform services. The written authorization to perform work shall not be issued until after this Agreement has been approved and authorized by the City.

Neither party will be held responsible for delay or default caused by declared emergencies, natural disasters, or any Force Majeure event which is beyond the party's reasonable control. Consultant will, however, make all reasonable efforts to remove or eliminate such a cause of delay or default and will, upon the cessation of the cause, diligently pursue performance of its obligations in this Agreement.

The City reserves the right to obtain the item(s) and/or services covered by this Agreement from another source during any on-going suspension of service due to the circumstances outlined above.

SECTION 8: TERMINATION
The City may terminate the Agreement for any reason by providing written notice to Consultant not less than 30 calendar days prior to an effective termination date. However, this Agreement shall terminate immediately upon any termination of the License for any reason whatsoever, without any liability upon the City, its officials, officers, and employees.

The Consultant may terminate the Agreement for cause by providing written notice to the City` not less than 30 calendar days prior to an effective termination date.

The City may, at its option, allow Consultant to cure its failure to perform within 10 business days (or longer period authorized in writing by the City) from the date of the City’s termination notice. The termination shall be become effective if Consultant has not cured within the specified time period to the City’s satisfaction.

Consultant may terminate this Agreement for cause if the City fails to cure a material default in performance within a period of 30 calendar days (or such longer period agreed to by the Consultant), from date of the Consultant’s written termination notice specifying the default in performance.

Upon notice of termination by either the City or Consultant, the Consultant will immediately act to not incur any additional obligations, costs or expenses, except as may be reasonably necessary to terminate its activities. The City’s only obligation to the Consultant will be just and equitable payment for services authorized by, and received to the satisfaction of, the City up to and including the effective date of termination less any amounts withheld. All finished or unfinished work or documents procured or produced under the Agreement will become property of the City upon the termination date. In the event of Consultant’s failure to perform pursuant to the Agreement, the City reserves the right to obtain services elsewhere and Consultant will be liable for the difference between the prices set forth in the terminated Agreement and the actual cost to the City. Termination of the Agreement pursuant to this paragraph shall not relieve the Consultant of any liability to City for additional costs, expenses, or damages sustained by City due to failure of the Consultant to perform pursuant to the Agreement. City may withhold any payments to Consultant for the purpose of set-off until such time as the exact amount of damages due City from Consultant is determined. After the effective date of termination, Consultant will have no further claims against the City under the Agreement. No other compensation will be payable for anticipated profit on unperformed services.

8.5 City of Santa Cruz Professional Services Agreement
Operation of Emergency Shelter Transportation Services

SECTION 9: INSURANCE
Prior to the beginning of and throughout the duration of the Agreement, Consultant will maintain and comply with the Insurance Requirements as set forth in Exhibit C. Consultant will insure the City against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder. The insurance coverages required shall not in any way limit the liability of the Consultant.

SECTION 10: INDEMNIFICATION
Consultant agrees, to the fullest extent permitted by law, to indemnify, defend, and hold harmless the City, its officials, officers, employees, agents, and volunteers (collectively, “Indemnitees”) from and against any and all liability, claim, action, loss, injury, damage, judgment, or expense, including attorneys’ fees and costs (“Losses”) caused by or resulting from the negligence, recklessness, or willful misconduct of Consultant, Consultant’s officers, employees, agents, or subcontractors in any way related to this Agreement. Consultant’s duty to indemnify and hold harmless Indemnitees shall not apply to the extent such Losses are caused by the sole or active negligence or willful misconduct of Indemnitees. Consultant’s obligation to defend shall arise regardless of any claim or assertion that Indemnitees caused or contributed to the Losses.

In the event this Agreement involves the performance of design professional services by Consultant, Consultant’s officers, employees, agents, or subcontractors, Consultant’s costs to defend Indemnitees shall not exceed the Consultant’s proportionate percentage of fault per Civil Code §2782.8. This section shall survive the termination or expiration of this Agreement.

SECTION 11: EQUAL EMPLOYMENT OPPORTUNITY/NON-DISCRIMINATION POLICIES City’s policies promote a working environment free from abusive conduct, discrimination, harassment, and retaliation; and require equal opportunity in employment for all regardless of race, religious creed (including religious dress and grooming practices), color, national origin (including language use restrictions), ancestry, religion, disability (mental and physical), medical condition, sex, gender (including gender identity and gender expression), physical characteristics, marital status, age, sexual orientation, genetic information (including family health history and genetic test results), organizational affiliation, and military or veteran status, or any other consideration made unlawful by local, State or Federal law. City requires Consultant to comply with all applicable Federal and State and local equal employment opportunity laws and regulations, and Consultant is responsible for ensuring that effective policies and procedures concerning the prevention of abusive conduct, discrimination, harassment, and retaliation exist in Consultant’s business organization. The City’s current Equal Employment Opportunity and Non-Discrimination policies to which this Section applies may be viewed at http://www.codepublishing.com/CA/SantaCruz/?SantaCruz09/SantaCruz0983.html and http://www.cityofsantacruz.com/home/showdocument?id=59192.

SECTION 12: LEGAL ACTION/ATTORNEYS’ FEES
If any action at law or in equity is brought to enforce or interpret the provisions of this Agreement, the prevailing party shall be entitled to reasonable attorneys’ fees in addition to any other relief. The laws of the State of California, with jurisdiction in the Santa Cruz County Superior Court, shall govern all matters relating to the validity, interpretation, and effect of this Agreement and any authorized or alleged changes, the performance of any of its terms, as well as the rights and obligations of Consultant and the City.

SECTION 13: AMENDMENTS
This Agreement may not be amended in any respect except by way of a written instrument which expressly references and identifies this particular Agreement, which expressly states that its purpose is to amend this particular Agreement, and which is duly executed by the City and Consultant. Consultant acknowledges that no such amendment shall be effective until approved and authorized by the City’s authorized representative. No representative of the City is

8.6 City of Santa Cruz Professional Services Agreement
Operation of Emergency Shelter Transportation Services

authorized to obligate the City to pay the cost or value of services beyond the scope of services set forth in Exhibit A.

Such authority is retained solely by the City Manager, Director, or their designee. Unless expressly authorized by the City Manager or Director, Consultant’s compensation shall be limited to that set forth in Exhibit B, Fee Schedule / Budget.

SECTION 14: MISCELLANEOUS PROVISIONS

1. Project Manager/Key Staff. Director reserves the right to evaluate and confer with Consultant regarding the project manager or other key staff assigned by Consultant to perform the work under this Agreement.

Consultant shall replace the project manager or key staff upon Director’s request due to Director’s concern about their performance, or City shall have the right to terminate this Agreement. Otherwise, no change in assignment by the Consultant may occur without prior written approval of the City.

2. Consultant Services Only. Consultant is employed to render professional services only and any payments made to Consultant are compensation solely for such professional services.

3. Independent Contractor. In the performance of this Agreement, it is expressly understood that Consultant, including each of Consultant’s employees, agents, subcontractors or others under Consultant’s supervision or control, is an independent contractor solely responsible for its own acts and omissions, and shall not be considered an employee of the City for any purpose. Consultant agrees to comply with AB5, codified at Labor Code section 2750.3, and shall indemnify, defend and hold harmless the City, its officials, officers, employees, and agents against any claim or liability, including reasonable attorneys’ fees and costs, arising in any manner related to this Agreement that an employee, agent or others under Consultant’s supervision or control was misclassified.

4. Consultant Not an Agent. Except as City may specify in writing, Consultant shall have no authority, express or implied, to act on behalf of City in any capacity whatsoever as an agent. Consultant shall have no authority, express or implied, pursuant to this Agreement to bind City to any obligation whatsoever.

5. Subcontractors. Consultant shall obtain prior approval of the City prior to subcontracting of any work pursuant to this Agreement. If at any time, the City determines any subcontractor is incompetent or unqualified, Consultant will be notified and will be expected to immediately cancel the subcontract. Consultant shall require and verify that all subcontractors maintain insurance meeting all of the requirements stated herein, including naming the City of Santa Cruz, its officers, officials, employees, agents, and volunteers as additional insureds.

Any modification to the insurance requirements for subcontractors must be agreed to by the City in writing.

6. Assignment. This Agreement shall not be assigned without first obtaining the express written consent of the Director or after approval of the City Council. Neither party may assign this Agreement unless this Agreement is amended in accordance with its terms.

7. Conflicts of Interest. Consultant agrees to comply with conflict of interest laws in performing the work and services under this Agreement. Consultant covenants (on behalf of Consultant and Consultant’s employees, agents, representatives, and subcontractors) that there is no direct or indirect interest, financial or otherwise, which would conflict in any manner or degree with the performance of services required under this Agreement.

Consultant acknowledges and agrees to comply with applicable provisions of conflict of interest law and regulations, including the CA Political Reform Act, Sections 1090 and 87100 of the Government Code, and the City’s conflict of interest code. Consultant will immediately advise City if Consultant learns of a conflicting financial interest of Consultant during the term of this Agreement.

8. City Property. The work, or any portion, of Consultant in performing this Agreement shall become the property of City. The Consultant may be permitted to retain copies of such work for information and reference in connection only with the provision of services for the City. All materials and work product, whether finished

8.7 City of Santa Cruz Professional Services Agreement
Operation of Emergency Shelter Transportation Services

or unfinished, shall be delivered to City upon completion of contract services or termination of this Agreement for any reason. Consultant acknowledges and agrees that the work product shall be considered a work made for hire within the meaning of the patent and copyright laws of the United States; and Consultant agrees that all copyrights which arise from creation of project-related documents and materials pursuant to this Agreement shall be vested in the City and Consultant waives and relinquishes all claims to copyright or other intellectual property rights in favor of City. Any work product related to this Agreement shall be confidential, not to be used by the Consultant on other projects or disclosed to any third party, except by agreement in writing by the City, or except as otherwise provided herein. Consultant’s final deliverables shall comply with Section 508 (29 U.S.C. Section 794d) accessibility requirements, as applicable.

9. Intellectual Property and Indemnity. Consultant represents to City that, to the best of Consultant’s knowledge, any Intellectual Property (including but not limited to: patent, patent application, trade secret, copyright and any applications or right to apply for registration, computer software programs or applications, tangible or intangible proprietary information, or any other intellectual property right) in connection with any services and/or products related to this Agreement does not violate or infringe upon any Intellectual Property rights of any other person or entity.

To the fullest extent permitted by law, Consultant agrees to indemnify, defend, and hold harmless City, its officials, officers, employees, and agents, from any and all claims, demands, actions, liabilities, damages, or expenses (including reasonable attorneys’ fees and costs) arising out of a claim of infringement, actual or alleged, direct or contributory, of any Intellectual Property rights in any way related to Consultant’s performance under this Agreement or to the City’s authorized intended or actual use of Consultant’s product or service under this Agreement. This provision shall survive termination or expiration of this Agreement.

If any product or service becomes, or in the Consultant’s opinion is likely to become, the subject of a claim of infringement, the Consultant shall, at its sole expense: (i) provide the City the right to continue using the product or service; or (ii) replace or modify the product or service so that it becomes non-infringing; or (iii) if none of the foregoing alternatives are possible even after Consultant’s commercially reasonable efforts, in addition to other available legal remedies, City will have the right to return the product or service and receive a full or partial refund of an amount equal to the value of the returned product or service, less the unpaid portion of the purchase price and any other amounts, which may be due to the Consultant. City shall have the right to retrieve its data and proprietary information at no charge prior to any return of the product or termination of service.

10. Confidentiality.
a. Consultant shall not acquire any ownership interest in data and information (“City Data”) received by Consultant from City, which shall remain the property of the City. Certain information may be considered confidential (“Confidential Information”). Confidential Information shall mean all information or proprietary materials (in every form and media) not generally known to the public and which has been or is hereafter disclosed or made available directly or indirectly to Consultant through any means of communication, either verbally or in writing even if it has not been designated in writing as “Confidential” to Consultant in connection with this Agreement. Unless otherwise required by law, Consultant shall not, without City’s written permission, use or disclose City Data and/or Confidential Information other than in the performance of the obligations under this Agreement. As between Consultant and City, all City Confidential Information shall remain the property of the City. Consultant shall not acquire ownership interest in the City’s Confidential Information. b. Consultant shall be responsible for ensuring and maintaining the security and confidentiality of City Data and Confidential Information, protect against any anticipated threats or hazards to the security or integrity of City Data and Confidential Information, protect against unauthorized access to or use of

8.8 City of Santa Cruz Professional Services Agreement
Operation of Emergency Shelter Transportation Services

City Data and Confidential Information that could result in substantial harm or inconvenience to City or any end users; and ensure the proper return and/or disposal of City Data and Confidential Information upon termination of this Agreement with notice to the City. c. Consultant shall take appropriate action to address any incident of unauthorized access to City Data and Confidential Information, including addressing and/or remedying the issue that resulted in such unauthorized access, notifying City as soon as possible of any incident of unauthorized access to City Data and Confidential Information, or any other breach in Consultant’s security that materially affects City or end users; and be responsible for ensuring compliance by its officers, employees, agents, and subcontractors with the confidentiality provisions hereof. Should confidential and/or legally protected City Data be divulged to unauthorized third parties, Consultant shall comply with all applicable federal and state laws and regulations, including but not limited to California Civil Code sections 1798.29 and 1798.82 at Consultant’s sole expense. Consultant shall not charge City for any expenses associated with Consultant’s compliance with these obligations.
d. Consultant shall defend, indemnify and hold harmless City, its officials, officers, employees and agents against any claim, liability, loss, injury or damage (including reasonable attorneys’ fee and costs) arising out of, or in connection with, the unauthorized use, access, and/or disclosure of City Data and/or Confidential Information by Consultant and/or its agents, employees or subcontractors, excepting only loss, injury or damage caused by the sole negligence or willful misconduct of the City. This provision shall survive the termination or expiration of this Agreement.

11. Consultant's Records. Consultant shall maintain accurate accounting records and other written documentation pertaining to the costs incurred relating to this Agreement for examination and audit by the City, State, or federal government, as applicable, during the period of this Agreement, and for a period of at least five (5) years from the date of the final City payment for Consultant's services, or date of the termination of this Agreement, whichever is later. If Consultant engages a subcontractor to perform work related to this Agreement with a cost of $10,000 or more over a 12-month period, such subcontract shall contain these same requirements.

This provision shall survive the termination of this Agreement.

12. California Public Records Act. City is a public agency subject to the disclosure requirements of the California Public Records Act (“CPRA”). If Consultant’s proprietary information is contained in documents or information submitted to City, and Consultant claims that such information falls within one or more CPRA exemptions, Consultant must clearly mark such information “Confidential and Proprietary,” and identify the specific lines containing the information. In the event of a request for such information, City will make best efforts to provide notice to Consultant prior to such disclosure. If Consultant contends that any documents are exempt from the CPRA and wishes to prevent disclosure, it is required to obtain a protective order, injunctive relief, or other appropriate remedy from a court of law in Santa Cruz County before the City is required to respond to the CPRA request. If Consultant fails to obtain such remedy within the time the City is required to respond to the CPRA request, City may disclose the requested information without any liability. Consultant further agrees that it shall defend, indemnify and hold City harmless against any claim, action or litigation (including but not limited to all judgments, costs, and attorney’s fees) that may result from denial by City of a CPRA request for information arising from any representation, or any action (or inaction), by the Consultant.

13. Compliance with Laws. All activities of Consultant, its employees, subcontractors and/or agents will be carried out in compliance with all applicable federal, state, and local laws and regulations. Consultant further agrees to comply with the covenant of good faith and fair dealing and other provisions of Santa Cruz Municipal Ordinance chapter 3.09, or otherwise Consultant may be subject to penalties including being declared an irresponsible contractor.

8.9 City of Santa Cruz Professional Services Agreement
Operation of Emergency Shelter Transportation Services

14. Licensure. Consultant agrees that Consultant, its subcontractors and/or agents (if any) has/have complied with all applicable federal, state, and local licensing requirements and agrees to provide proof of a current City of Santa Cruz Business Tax Certificate if:
 Consultant, its subcontractor(s) and agent(s) or its business is/are located in the City of Santa Cruz;  Will perform actual work in the City of Santa Cruz for 6 or more days annually; or  Will use company vehicles to deliver within the City of Santa Cruz for 6 or more days annually.

For additional information and licensing requirements, view the City’s Business Licenses and Permits webpage or call the Revenue and Taxation division at 831/420-5070

15. Living Wage. Every contract for services to the City for $10,000 or more, is subject to City of Santa Cruz Living Wage Ordinance number 2000-25. If applicable, Consultant agrees to comply with the requirements of the Living Wage ordinance as provided in Santa Cruz Municipal Code Chapter 5.10.

16. Prevailing Wages for Public Work. To the extent that the work or services to be performed under this Agreement may be considered a “public work” (construction, alteration, demolition, or repair work) pursuant and subject to Labor Code section 1720 et seq., Consultant (and any subconsultant performing the work or services) shall conform to any and all prevailing wage requirements applicable to such work/and or services under this Agreement. Consultant (and any subconsultant) shall adhere to the prevailing wage determinations made by the Director of Industrial Relations (DIR) pursuant to California Labor Code Part 7, Chapter 1, Article 2, applicable to the work, if any. All workers employed in the execution of a public works contract (as such term is defined California Labor Code section 1720 et seq. and section 1782(d)(1)) must be paid not less than the specified prevailing wage rates for the type of work performed. (CA Labor Code sections 1720, 1774 and 1782.)
To the extent applicable to the scope of work and services under this Agreement, Consultant agrees to be bound by the state prevailing wage requirements, including, but not limited to, the following:
a. If a worker is paid less than the applicable prevailing wage rate owed for a calendar day (or any portion thereof), Consultant shall pay the worker the difference between the prevailing wage rate and the amount actually paid for each calendar day (or portion thereof) for which the worker(s) was paid less than the prevailing wage rate, as specified in Labor Code section 1775; b. Consultant shall maintain and make available payroll and worker records in accordance with Labor Code sections 1776 and 1812;
c. If Consultant employs (and/or is legally required to employ) apprentices in performing the work and/or services under this Agreement, Consultant shall ensure compliance with Labor Code section 1777.5; d. Consultant is aware of the limitations imposed on overtime work by Labor Code sections 1810 et seq. and shall be responsible for any penalties levied in accordance with Labor Code section 1813 for failing to pay required overtime wages;
e. Consultant shall post a copy of the applicable wage rates at each jobsite at a location readily available to its workers.
f. Any failure of Consultant and/or its subconsultant to comply with the above requirements relating to a public work project shall constitute a breach of this Agreement that excuses the City’s performance of this Agreement at the City’s sole and absolute option and shall be at the sole risk of Consultant. Consultant on behalf of itself and any subconsultant, agree to indemnify, defend and hold harmless the City and its officials, officers, employees, and agents from and against any and all claims, liabilities, losses, costs, expenses, attorney’s fees, damages, expenses, fines, financial consequences, interest, and penalties, of any

8.10 City of Santa Cruz Professional Services Agreement Operation of Emergency Shelter Transportation Services

kind or nature, arising from or relating to any failure (or alleged failure) of the Consultant and any subconsultant to pay prevailing wages or to otherwise comply with the requirements of prevailing wage law relating to a public work.
g. Consultant acknowledges that it and/or any subconsultant may not engage in the performance of any contract for public work unless currently registered with the DIR and qualified to perform public work pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)].

17. Storm Water Requirements. To the extent applicable to the Scope of Work under this Agreement, Consultant, Consultant’s employees, subcontractors, and agents are required to abide by the applicable City of Santa Cruz Storm Water Best Management Practices (BMPs) for the duration of the work. The City’s mandatory Storm Water BMPs, which are listed according to the type of work, operations, or business, are located on the City website at: https://www.cityofsantacruz.com/government/city-departments/publicworks/stormwater/best-management-practices

18. Dispute Resolution. The Parties agree to attempt in good faith to resolve through negotiation any dispute, claim or controversy arising out of or relating to this Agreement. Either party may initiate negotiations by providing written notice in letter form to the other party, setting forth the subject of the dispute and the relief requested. Promptly upon such notification, the Parties shall meet at a mutually agreeable time and place in order to exchange relevant information and perspective, and to attempt to resolve the dispute. In the event that no resolution is achieved, and if, but only if, the parties mutually agree, then prior to pursuing formal legal action, the parties shall make a good faith effort to resolve the dispute by non-binding mediation or negotiations between representatives with decision-making power, who, to the extent possible, shall not have had substantive involvement in the matters of the dispute. To the extent that the dispute involves or relates to a public works project, the Parties agree to attempt to resolve the dispute by complying with the claims process as set forth in Public Contract Code sections 9204(e), 20104-20104.6, but without waiving the requirements of the California Tort Claims Act, Gov’t Code section 800 et seq. unless otherwise agreed to by the Parties. The Parties shall share equally in the fees and costs of mediation if mediation is necessary.

19. Force Majeure. Neither party hereto shall be considered in default in the performance of its obligation hereunder to the extent that the performance of any such obligation is prevented or delayed by an act of God, natural disaster, pandemic, acts of terrorism, war, a strike, lockout or other labor difficulty, or other peril, which is beyond the reasonable control of the affected party and without the negligence of the respective Parties. Each party hereto shall give notice promptly to the other of the nature and extent of any Force Majeure claimed to delay, hinder or prevent performance of the services under this Agreement. Each Party will, however, make all reasonable efforts to remove or eliminate such a cause of delay or default and will, upon the cessation of the cause, diligently pursue performance of its obligations in this Agreement. In the event either party is prevented or delayed in the performance of its respective obligation by reason of such Force Majeure, the only remedy is that there may be an equitable adjustment of the schedule based on City’s sole discretion.

20. Complete Agreement. This Agreement, along with any attachments, is the full and complete integration of the Parties’ agreement with respect to the matters addressed herein, and that this Agreement supersedes any previous written or oral agreements between the Parties with respect to the matters addressed herein. Unless otherwise stated, to the extent there is any conflict between this Agreement and any other agreement (written or oral), the terms of this Agreement shall control.

21. Severability. The unenforceability, invalidity or illegality of any provision(s) of this Agreement shall not render the other provisions unenforceable, invalid or illegal.

8.11 City of Santa Cruz Professional Services Agreement Operation of Emergency Shelter Transportation Services

22. Waiver. Waiver by any party of any portion of this Agreement shall not constitute a waiver of the same or any other portion hereof.

23. Governing Law. This Agreement shall be governed by and interpreted in accordance with California law.

24. Contract Interpretation. Each party acknowledges that it has reviewed this Agreement and that the normal rule of construction to the effect that any ambiguities are to be resolved against the drafting party shall not be employed in the interpretation of this Agreement.

25. MacBride Principles/Peace Charter. City of Santa Cruz Resolution NS-19,378 (7/24/90) encourages all companies doing business in Northern Ireland to abide by the MacBride Principles and Peace Charter.

26. Notices. If either party shall desire or is required to give notice to the other such notice shall be given in writing, via email, and concurrently delivered by: (a) personal delivery, in which case notice is effective upon delivery; (b) overnight courier (i.e., Federal Express) with charges prepaid or charged to the sender’s account, in which case notice is effective when delivered; (c) priority U.S. Mail, in which case notice shall be deemed delivered on the second business day after the deposit thereof with the U.S. Postal Service.

Notices shall be addressed to recipient as follows:

To CITY:

City Manager’s Office
Larry Imwalle
809 Center Street
Santa Cruz, CA 95062
[email protected]
831-420-5405
To CONSULTANT:

Community Bridges
Raymon Cancino
Chief Executive Officer
519 Main St., Watsonville, CA 95076
[email protected]
831.688.8840 x201
Changes to the above information shall be given to the other party in writing ten (10) business days before the change is effective.

27. Counterparts. The Parties may execute this Agreement in two or more counterparts, which shall, in the aggregate, be deemed an original but all of which, together, shall constitute one and the same instrument.

A scanned, electronic, facsimile or other copy of a party’s signature shall be accepted and valid as an original.

28. Warranty of Authority. The signatories to this Agreement warrant and represent that each is authorized to execute this Agreement and that their respective signatures serve to legally obligate their respective representatives, agents, successors and assigns to comply with the provisions of this Agreement. [SIGNATURES ON FOLLOWING PAGE]

8.12 City of Santa Cruz Professional Services Agreement Operation of Emergency Shelter Transportation Services

Approved As To Form:

By: ______________________________ Date: __________________ Office of the City Attorney

CITY OF SANTA CRUZ
By: ______________________________ Date: __________________ Matt Huffaker
City Manager

CONSULTANT
By: ______________________________ Date: __________________ Printed: ___________________________ Title: __________________

8.13 City of Santa Cruz Professional Services Agreement Operation of Emergency Shelter Transportation Services

EXHIBIT A: SCOPE OF WORK
Introduction
The City is contracting with the Consultant to operate the Emergency Shelter Transportation Program, which includes providing 17- passenger vehicle(s, drivers, and oversight. The Emergency Shelter Transportation Program provides essential transportation for guests of the City Overlook shelter and the RV Safe Parking program. Half hour to hourly services is necessary, 7 days a week, 365 days a year, to allow shelter guests offsite access, which shall be accomplished with a single vehicle and driver and subsequent backups.

The City Overlook and the RV Safe Parking emergency shelter programs are located at the National Guard Armory building in upper DeLaveaga Park. The shelters serve up to 150 individuals at any given time. Due to a variety of factors, including a lack of sidewalk leading up to the facility, shelter guests are not allowed to walk or bike on and off site. The transportation program is therefore a necessary and integral service that supports these shelter operations.

Since the City Overlook Emergency Shelter Program opened in May 2022, the City has been running the transportation program in conjunction with The Salvation Army, which also operates the City Overlook shelter.

The shuttle program has consisted of two vans and 3 drivers per van (3 FTEs). The shuttles have a set route, with designated stops, taking guests to the County of Santa Cruz Emeline campus, the Housing Matter’s Coral St. campus, and to downtown Santa Cruz. In addition, two days a week the shuttles add two more stops at a laundry mat and Safeway located off Water St. in Santa Cruz. Each van runs on the half hour, shuttling guests to and from the Armory from 6am to 10pm daily.

The Emergency Shelter Transportation Program must work in harmony with the emergency shelter programs cosited at the Armory location. Shuttle staff will be in close contact with the staff of the two shelter programs on site: The Salvation Army operated City Overlook emergency shelter and The Free Guide operated RV Safe Parking program.

Task 1 – Oversee and Operate the Armory Shuttle Program The Consultant shall be responsible for ensuring the transportation program operates 356 days a year, providing shelter guests transportation on and off site.

Task 1 Deliverables: Comprehensive oversite of the transportation program, including the development of a service plan, and ensuring the program is fully equipped, staffed and operational year-round. The Consultant shall be responsible for establishing and implementing policies and procedures including, but not limited to, driver training, incident reporting, vehicle maintenance, and tracking fuel and vehicle supplies.

Task 1 Timing: The transportation program must operate throughout the contract period (September 2023 through June 2024).

Task 2 – Provide and Maintain Transportation Vehicle(s) The Consultant shall be responsible for acquiring and maintaining the transportation vehicle(s) and ensuring the vehicle(s) are in operation 7 days a week, 365 days a year, from 6am to 10pm.

Task 2 Deliverables: The vehicle(s) capacity must be able to accommodate at least 15 guests per hour. Due to the usual volume of guests per hour, the vehicles must be able to accommodate at least 8 guests plus the driver. The Consultant can opt to operate with passenger vans or with a larger shuttle bus, as long as the vehicle can

8.14 City of Santa Cruz Professional Services Agreement Operation of Emergency Shelter Transportation Services

accommodate up to 15 guests per hour. The Consultant will be responsible for ensuring the vehicle(s) have sufficient fuel and regular maintenance for operation. The shuttle vehicle(s) must also have a bike rack or some means to transport guests bicycles. The transportation vehicle(s) may remain at the Armory site overnight and when not in use.

Task 1 Timing: Vehicles must be acquired and operational by the contract start date (September 2023). The vehicles must maintain in operation throughout the contract period (September 2023 through June 2024).

Task 3 – Hire, Train, and Supervise Transportation Drivers The Consultant shall be responsible for hiring, training, and supervising drivers for the vehicles and ensure that drivers are available to operate the transportation program 7 days a week, 365 days a year, from 6am to 10pm.

Task 3 Deliverables: The transportation program must maintain sufficient drivers in order to make sure the shuttles run consistently from 6am to 10 pm, 7 days a week, 365 days a year. The Consultant shall be responsible for researching the CA DMV requirements for passenger vehicles and ensuring the drivers adhere to those requirements. CA DMV requirements vary depending on the vehicle size.

Emergency Shelter Transportation Program drivers must be insurable, provide great customer service and communication skills, be trained in conflict resolution, and, ideally, have experience working with vulnerable populations. The drivers are in constant interaction with the shelter guests. Helping them on and off the vehicles, assisting those with mobility challenges, ensuring that guests adhere to the shuttle rules, and helping mount and dismount guest bicycles from the vehicle. The drivers must also work well with the City Overlook staff (currently Salvation Army staff), who check in and out the guests as they leave and return to the shelter.

Task 3 Timing: Drivers must be hired and trained by the contract start date (September 2023). The vehicles must maintain in operation throughout the contract period (September 2023 through June 2024).

Task 4 – Provide and Maintain Transportation Supplies
The Consultant shall be responsible for purchasing and maintaining the supplies needed to safely operate the shuttle program.

Task 4 Deliverables: The transportation program supplies are primarily safety related, such as first aid kit and fire extinguisher per vehicle as well as stool to assist guest disembarking from the vehicle. A bike rack or some form of bicycle transportation mechanism is also a supply requirement. In addition, the Contractor can opt for driver support supplies such as gloves, vests, etc.

Task 4 Timing: Supplies must be purchased and available by the contract start date (September 2023). The vehicles must maintain in operation throughout the contract period (September 2023 through June 2024).

Task 5 – Collaborate with Emergency Shelter Staff
The Consultant shall be responsible for working in collaboration with the staff of the two shelter programs cosited at the Armory. The transportation program is serving the clients of these shelter programs and it is therefore essential that the Consultant and the drivers have open communications and good rapport with the shelter staff.

Task 5 Deliverables: The Consultant and/or drivers will need to attend collaboration meetings, coordinate with on the ground shelter staff, and trouble shoot transportation program related items with staff of The Salvation Army and The Free Guide. At minimum, the drivers will communicate with The Salvation Armory monitors as the transportation vehicles are arriving and departing the site and will keep track of the number of guests per route.

8.15 City of Santa Cruz Professional Services Agreement Operation of Emergency Shelter Transportation Services

Task 5 Timing: Collaboration with shelter staff will maintain in operation throughout the contract period (September 2023 through June 2024).

8.16 City of Santa Cruz Professional Services Agreement Operation of Emergency Shelter Transportation Services

EXHIBIT B: FEE SCHEDULE / BUDGET
The approved Program budget provides annual costs. This contract is for the term of September 15, 2023 through June 30, 2024. The total amount payable under this agreement shall not exceed $314,508. CONTRACTOR shall provide monthly invoices, using a template provided by the CITY, to document services costs based on the budget detailed in this scope of work and the attached Exhibit B – Fee Schedule/Budget document Contractor will invoice the City on or before the 15th of each month for actual expenses incurred based upon the agreed upon budget included in this contract. Monthly invoices should include the following information and costs:
 Personnel costs with staff levels/hours for the invoicing month  Operational and supply costs with list of supplies purchased to support the Program during the invoicing month

8.17 City of Santa Cruz Professional Services Agreement Operation of Emergency Shelter Transportation Services

EXHIBIT B: FEE SCHEDULE/BUDGET

8.18 City of Santa Cruz Professional Services Agreement Operation of Emergency Shelter Transportation Services

8.19 City of Santa Cruz Professional Services Agreement Operation of Emergency Shelter Transportation Services

EXHIBIT C: INSURANCE REQUIREMENTS
Consultant shall procure and maintain insurance against claims for injuries to persons or damages to property and otherwise which may arise from or in connection with the performance of the work under this Agreement and the results of that work by Consultant, its agents, representatives, employees, or subcontractors.

A. CERTIFICATE REQUIREMENTS
The City will be issued a Certificate of Insurance (a Memorandum of Understanding will not be accepted) with the following minimum requirements:
 Certificate(s) will show current policy number(s) and effective dates,  Coverage and policy limits will meet, or exceed, requirements below,  The Certificate Holder will be City of Santa Cruz, Risk Management, 1200 Pacific Ave., Suite 290, Santa Cruz, CA 95060,
 Certificate will be signed by an authorized representative,  An endorsement, if required below, will be provided to show the City, its officers, officials, employees, and volunteers as additional insureds, and
 Coverages must be maintained during the term of the Agreement with the City, unless a longer duration is required as specified below.

B. MINIMUM SCOPE AND LIMITS OF INSURANCE
Consultant acknowledges that the insurance coverage and policy limits set forth in this section constitute the minimum amount of coverage required. If Consultant maintains broader insurance coverage and/or higher limits than the minimums shown below, the City of Santa Cruz requires and shall be entitled to the broader insurance coverage and/or higher limits maintained by Consultant. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City of Santa Cruz.

Coverage will be at least as broad as:
 COMMERCIAL GENERAL LIABILITY (CGL): $1,000,000 PER OCCURRENCE; $2,000,000 AGGREGATE Proof of coverage for $1 Million per occurrence and $2 Million in the aggregate including products and completed operations, property damage, bodily injury, personal and advertising injury will be provided on Insurance Services Office (ISO) Form CG 00 01 covering CGL.  AUTOMOBILE LIABILITY:

Proof of coverage for $5,000,000 provided on ISO Form Number CA 00 01 covering any auto (Code 1), or if Consultant has no owned autos, hired, (Code 8) and non-owned autos (Code 9), per accident for bodily injury and property damage.
 WORKERS’ COMPENSATION AS REQUIRED BY THE STATE OF CALIFORNIA, WITH STATUTORY LIMITS, AND EMPLOYER’S LIABILITY INSURANCE: $1,000,000 per accident for bodily injury or disease.

The Worker’s Compensation policy must be endorsed with a waiver of subrogation in favor of the City for all work performed by the Consultant and its employees.

If Consultant has no employees, Consultant shall complete and sign a Workers’ Compensation Exemption Declaration and Release of Liability.

C. OTHER INSURANCE PROVISIONS
The insurance policies are to comply with the following provisions:

8.20 City of Santa Cruz Professional Services Agreement Operation of Emergency Shelter Transportation Services

 ADDITIONAL INSURED STATUS
The City, its officers, officials, employees, agents, and volunteers are to be covered as additional insureds on the CGL policy with respect to liability arising out of work or operations performed by or on behalf of Consultant including materials, parts, or equipment furnished in connection with such work or operations, products and completed operations. General liability coverage will be provided in the form of an endorsement to Consultant’s insurance at least as broad as ISO Form CG 20 10 11 85, or if not available, through the addition of both CG 20 10, CG 20 26, CG 20 33, or CG 20 38; and CG 20 37 (if a later edition is used).
o PRIMARY COVERAGE
For any claims related to this Agreement, Consultant’s and all subcontractor’s insurance coverage will be primary and non-contributory as respects the City, its officers, officials, employees, agents, and volunteers. Any insurance or self-insurance maintained by the City, its officers, officials, employees, agents, or volunteers will be excess of Consultant’s and all subcontractor’s insurance and will not contribute with it.
 NOTICE OF CANCELLATION
Each insurance policy required above shall state that the coverage shall not be canceled, except with notice to the City.
 WAIVER OF SUBROGATION
Consultant hereby grants to the City a waiver of any right to subrogation, except as otherwise not applicable, which any insurer of said Consultant may acquire against the City by virtue of the payment of any loss, including attorney’s fees under such insurance. Consultant agrees to obtain any endorsement that may be necessary to effectuate this waiver of subrogation, but this provision applies regardless of whether or not the City has received a waiver of subrogation endorsement from the insurer.  EXCESS LIABILITY/UMBRELLA INSURANCE POLICIES
Consultant may use excess liability/umbrella policies to meet the required liability limits on the condition that they provide all of the insurance coverages required herein, including, but not limited to, primary and non-contributory, additional insured, Self-Insured Retentions (SIRs), indemnity, and defense requirements. The excess liability/umbrella insurance policies shall be provided on a true “following form” or broader coverage basis, with coverage at least as broad as provided on the underlying CGL insurance. No insurance policies maintained by the additional insureds, whether primary or excess, and which also apply to a loss covered hereunder, shall be called upon to contribute to a loss until the Consultant’s primary and excess liability policies are exhausted.  DURATION OF COVERAGE
CGL & Excess Liability/Umbrella policies for any construction related work, including, but not limited to, maintenance, service, or repair work, shall continue coverage for a minimum of 5 years for Completed Operations liability coverage. Such Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of the contract of work.  SELF-INSURED RETENTIONS (SIR)
Self-insured retentions must be declared to and approved by the City. City may require Consultant to purchase coverage with a lower retention or provide proof of ability to pay losses and related expenses.

The policy language shall provide, or be endorsed to provide, that the self-insured retention may be satisfied by either the named insured or City.
 ACCEPTABILITY OF INSURERS
Insurance is to be placed with insurers with a current A.M. Best’s rating of no less than A: VII, unless otherwise acceptable to the City.

8.21 City of Santa Cruz Professional Services Agreement Operation of Emergency Shelter Transportation Services

 CLAIMS MADE POLICIES
If any of the required policies provide coverage on a claims-made basis:

1. The Retroactive Date must be shown and must be before the date of the contract or the beginning of contract work.

2. Insurance must be maintained, and evidence of insurance must be provided for at least five (5) years after completion of the contract of work.

3. If coverage is canceled or non-renewed, and not replaced with another claims-made policy form with a Retroactive Date prior to the contract effective date, the Consultant must purchase “extended reporting” coverage for a minimum of five (5) years after completion of contract work.  VERIFICATION OF COVERAGE
Consultant will furnish the City with original Certificates of Insurance including all required amendatory endorsements (or copies of the applicable policy language effecting coverage required by this clause) and a copy of the Declarations and Endorsement Page of the CGL policy (and CPL, automobile and any Excess Liability/Umbrella policies, as applicable) listing all policy endorsements to be approved by the City before work commences. However, failure to obtain the required documents prior to the work beginning will not waive the Consultant’s obligation to provide them. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time.

D. SUBCONTRACTORS
Consultant shall include their subcontractor(s) as additional insured(s) under the policies or shall furnish separate certificates and endorsements for each contractor and subcontractor. Consultant shall require and verify that all contractors and subcontractors maintain insurance meeting all the requirements stated herein, and Consultant shall ensure that City, its officers, officials, employees, agents, and volunteers are named as additional insureds on insurance required from its contractor(s) and subcontractor(s).

E. SPECIAL RISKS/CIRCUMSTANCES
City reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances and provide notice to Consultant.

8.22 City of Santa Cruz

BUDGET ADJUSTMENT REQUEST
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REQUESTED BY DEPARTMENT HEAD

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 Clear Form
2024
08/23/2023
The City Overlook budget for all program elements approved by Council on June 27, 2023 for FY 2024 was $4.8 million. In order to fund the Emergency Shelter Transportation Program, $314,508 will be moved from project p102206 – Outreach Shelter & Staffing to project p102202 – Safe Sleeping & Shelter Armory.
101-00-00-0000-49178 p102206-991-0-0 Outreach Shelter & Staffing (Services) -188,000 101-00-00-0000-49178 p102206-991-0-0 Outreach Shelter & Staffing (Labor) -126,508 101-00-00-0000-49178 p102202-991-0-0 Safe Sleeping & Shelter Armory 314,508 0 101-10-16-6105-52121 p102206-100-2010-0 Outreach Shelter & Staffing (Labor) -126,508 101-10-16-6105-52199 p102206-100-2020-0 Outreach Shelter & Staffing (Services) -188,000 101-10-16-6105-57990 p102202-100-2020-0 Safe Sleeping & Shelter Armory 314,508 293-00-00-0000-59101 To General Fund p102202 314,508
293-00-00-0000-59101 To General Fund p102206 -314,508
0 0
Megan
Bunch
Digitally signed by Megan Bunch
DN: cn=Megan Bunch, o=City of
Santa Cruz, ou=CMO,
[email protected],
c=US
Date: 2023.08.24 15:09:33 -07'00'
Laura
Schmidt
Digitally signed by
Laura Schmidt
Date: 2023.08.25
06:47:43 -07'00'
Elizabet
h Cabell
Digitally signed by Elizabeth Cabell
DN: cn=Elizabeth Cabell, o=City of
Santa Cruz, ou=Finance
Department,
[email protected],
c=US
Date: 2023.08.25 09:09:00 -07'00'
Elizabet
h Cabell
Digitally signed by Elizabeth Cabell
DN: cn=Elizabeth Cabell, o=City of Santa Cruz,
ou=Finance Department,
[email protected], c=US
Date: 2023.08.25 09:09:11 -07'00'

8.23 City Council

AGENDA REPORT
DATE: 08/23/2023
AGENDA OF: 09/12/2023
DEPARTMENT: Economic Development and Housing
SUBJECT: Mission Gardens Apartments Amendment to HOME Investment Partnership Regulatory Agreement & Assumption Agreements (ED) RECOMMENDATION: Motion to adopt a resolution to:
1) Authorize the City Manager to execute any and all amendments necessary, in a form to be approved by the City Attorney, to change the Managing Agent from John Stewart Company to Rose Community Management LLC including but not limited to Exhibit D of the HOME Investment Partnership Regulatory Agreement, upon close of escrow should Rose Affordable Housing Preservation Fund V Mission Gardens L.P. take ownership of the property located at 90 Grandview Street; and
2) Authorize the City Manager to execute any and all agreements necessary, in a form to be approved by the City Attorney, for Rose Affordable Housing Preservation Fund V Mission Gardens, L.P. to assume all existing affordability requirements currently recorded against 90 Grandview Street and extend the City Redevelopment Agency affordability requirements in perpetuity.

BACKGROUND: In March 2008, the City Council acting in its capacity as the Redevelopment Agency approved a Loan Agreement with Mission Gardens Affordable, L.P. (MGA), in the amount of $1,500,000 to assist in the acquisition of a 50-unit Section 8 Preservation Project at 90 Grandview Street. This Loan Agreement was funded by the Redevelopment Agency (RDA). In February 2009, the Redevelopment Agency approved the restructuring of the loan and approved two loans to MGA to facilitate the acquisition and rehabilitation of Mission Gardens Apartments (Mission Gardens), a 50-unit residential rental project at 90 Grandview Street affordable to persons and families of low and very low-income levels. MGA has maintained ownership of the property since that time, and now wishes to sell Mission Gardens to Rose Affordable Housing Preservation Fund V Mission Gardens L.P. (RAHPFV). As part of the transaction, MGA will pay off the outstanding HOME Investment Partnership Program (HOME) and Redevelopment Agency (“RDA”) loans, plus any outstanding interest upon the close of escrow. As a result, the property will no longer have any outstanding loans with the City. (1) A RDA loan in the amount of $460,000 was executed on April 9, 2009 at 3% simple interest with principal and interest due upon sale or 55 years. The RDA Affordability Period runs until April 9, 2064, and requires 50 rental units to be available at an affordable rent to persons and families of low and very low-income levels; 15 units are restricted to very low income (income

9.1 does not exceed 50% of the Area Median Income) and 35 units are restricted to low income (income does not exceed 60% of the Area Median Income). The current amount of the RDA loan is approximately $488,059.13, of which $460,000.00 is principal and $ 28,059.13 is accrued interest (accrued through September 30, 2023). The loan principal and interest will be due upon close of escrow, currently estimated to be mid-October, and the City will calculate the exact amount due upon close of escrow.
(2) A HOME loan in the amount of $1,260,000 was executed on April 9, 2009 at 3% simple interest with principal and interest due at the earlier of (i) the sale of the Project or Property by Borrower, (ii) 55 years after the date of the execution of the Home Promissory Note or (iii) the occurrence of an Event of Default that is not cured within the specified cure period. The HOME Affordability Period runs until May 26, 2025 and requires 11 fixed HOME-Assisted units to be restricted to Low HOME Rent and Income levels. The current amount of the HOME loan is approximately $1,378,651.76, of which $1,290,000.00 is principal and $88,651.76 is accrued interest (accrued through September 30, 2023). The loan principal and interest will be due upon close of escrow, currently estimated to be mid-October, and the City will calculate the exact amount due upon close of escrow.

In addition to the two City loans (HOME & RDA), MGA also received funding from the California Debt Limits Allocation Committee (CDLAC) in the form of tax-exempt mortgage revenue bonds, the Federal Office of Housing and Urban Development (HUD) in the form of a conventional loan secured by Project-Based Section 8 rental assistance funds, and Low-Income Housing Tax Credits (Tax Credits) funding automatically awarded by the Tax Credit Allocation Committee (TCAC).

RAPFV is currently working with HUD on approvals and funding to complete the rehabilitation of all units in the project. Most of the units can be rehabbed while the tenants remain on site and in their units, while 3 of the units will require temporary relocation for approximately 12 weeks due to more extensive Americans with Disability Acts (ADA) improvements that will better serve the tenants in those specified units. RAHPFV is working with the 3 tenant households to find well-suited accommodations while the ADA improvements are completed.

DISCUSSION: Should the sale take place, the affordability provisions of the HOME and RDA Regulatory Agreements shall be assigned to the buyers and they have agreed to extend the affordability terms of the RDA Agreement "in perpetuity" as further explained below.

The RDA Affordability Agreement restricts the sale of the property without the City’s approval.

Article 4 of the RDA Agreement explicitly states that sale is prohibited without City approval, which shall not be unreasonably withheld provided that: (1.) the Borrower delivers written notice to the Agency requesting such approval, (2.) the proposed assignee or transferee possesses comparable operational experience and capability, and comparable net worth and resources, as the proposed transferor or assignor, and (3.) the assignee or transferee assumes the obligations of the Borrower under the Agreement in a form which is reasonably acceptable to the Agency. Such notice shall be accompanied by evidence regarding the proposed assignee’s or purchaser’s qualifications and experience and its financial commitments and resources sufficient to enable the Agency to evaluate the proposed assignee or purchaser. Should the sale take place, the affordability terms will remain in full force as per the RDA Agreement Section 9, which states that the affordability commitments run with the land and because the buyer will assume the obligations of the Agreement in the form of an Assignment. Over and above assuming the

9.2 existing RDA affordability terms, RAHPFV has agreed to extend the affordability terms of the RDA Agreement “in perpetuity” as this aligns with their mission to preserve affordable housing.

The HOME Regulatory Agreement also restricts the sale of the property without the City’s approval. Pursuant to the terms of the Agreement Article VIII, the City is required to determine whether: (1.) the current owner is in compliance with the Agreement, (2.) the successor-ininterest agrees to assume all obligations pursuant to the Agreement and the HOME program, (3.) the successor-in-interest demonstrates to the City’s satisfaction that the project and the HOME assisted units will be owned and operated in compliance with all HOME requirements, and (4.) any terms of the sale shall not threaten the City’s security or the successor’s ability to comply with all HOME program requirements. To ensure that the buyer will assume all obligations pursuant to the HOME agreement, the buyer, RAHPFV, is prepared to enter into a formal assignment of the HOME Regulatory Agreement. The affordability terms may remain in place because the buyer must agree to assume all obligations pursuant to Article VIII of the HOME Agreement and because the buyer will enter into a formal Assignment of the HOME Regulatory terms. The affordability term for the HOME Regulatory Agreement will not be extended in perpetuity as this could unintentionally block RAHPFV from applying for future City HOME funding for the project that would impose new affordability terms.

RAHPFV also wishes to change the Managing Agent listed in the HOME Regulatory Agreement from John Stewart Company to Rose Community Management LLC (“RCM”). RCM was established in 2001 and manages a portfolio of over 12,000 units of affordable and tax credit units in 11 states, 1,483 of those units being in California. The average project occupancy rate in California is 99% and 97.8% nationwide.

Staff has reviewed materials provided by the buyer, RAHPFV, and has determined that the above requirements have been satisfied to approve the sale of the property provided that the buyers formally accept Assignment of both HOME and RDA Agreements. Staff recommends approving the sale of the Mission Gardens Apartments property to RAHPFV, assigning the HOME and RDA Agreements to the buyers, and extending the RDA affordability requirements in perpetuity.

Staff also recommends amending the HOME Regulatory Agreement to change the Managing Agent listed in the HOME Regulatory Agreement from John Stewart Company to RCM.

FISCAL IMPACT: As the sale of this property will result in loan repayments of approximately $1,378,651.76 in HOME funds and $488,059.13 in RDA funds, these funds would be available for reuse and reprogramming in future years. Pending the final close of escrow date, these amounts may be higher.

Prepared By:

Jessica Mellor
Principal Management
Analyst
Jessica de Wit
Housing & Community
Development Manager
Submitted By:

Bonnie Lipscomb
Director of Economic
Development and Housing
Approved By:

Matt Huffaker
City Manager
ATTACHMENTS:

1. RESOLUTION.DOCX

9.3 RESOLUTION NO. NSRESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA CRUZ TO AUTHORIZE THE CITY’S AGREEMENTS PERTAINING TO HOME INVESTMENT

PARTNERSHIP LOAN DOCUMENTS AND AGREEMENTS AND REDEVELOPMENT

AGENCY LOAN DOCUMENTS AND AGREEMENTS AND EXECUTE ANY AND ALL

AGREEMENTS NECESSARY FOR ROSE AFFORDABLE HOUSING PRESERVATION FUND V MISSION GARDENS, L.P. TO ASSUME ALL EXISTING AFFORDABILITY REQUIREMENTS CURRENTLY RECORDED AGAINST 90 GRANDVIEW STREET WHEREAS, by Redevelopment Agency Resolution No. 1417, adopted at the March 25, 2008 joint City Council/Redevelopment Agency meeting, the City Council of the City of Santa Cruz (Council) authorized the Executive Director of the Economic Development/Redevelopment Agency to enter into a Loan Agreement with Mission Gardens Affordable, L.P. (MGA) in the amount of $1,500,000 to assist in the acquisition of a 50-unit Section 8 Preservation Project at 90 Grandview Street; and
WHEREAS, by Resolution No. NS-28,017, adopted at the February 24, 2009 joint City Council/Redevelopment Agency meeting, the Council approved amending the 2008-2009 Annual Action Plan (AAP) to reprogram HOME Investment Partnership Program (HOME) funds for acquisition and rehabilitation of 11 units in the Mission Gardens Apartments, authorized the City Manager to submit the amended AAP to the Federal Housing and Urban Development Department (HUD), directed the City Manager to enter into HOME Loan and Regulatory Agreements with MGA for a loan in the amount of up to $1,290,000, directed the Executive Director of the Redevelopment Agency to amend the Loan Agreement by and between the Redevelopment Agency of the City of Santa Cruz and MGA, reducing funding to the amount required to achieve a total of $1,750,000 of HOME and Agency funding, and adopted Redevelopment Agency Resolution No. 1444 approving the budget adjustment for the RDA funds; and WHEREAS, MGA has maintained ownership of Mission Gardens Apartments from 2009 and now wishes to sell the property to Rose Affordable Housing Preservation Fund V Mission Gardens L.P. (RAHPFV); and
WHEREAS, the recorded HOME Loan and Regulatory Agreements restrict the sale of the property without the City’s approval, and the City has performed a review of the HOME terms for sale including: (1.) the current owner is in compliance with the agreement, (2.) the successor-ininterest agrees to assume all obligations pursuant to the agreement and the HOME program, (3.) the successor-in-interest demonstrates to the City’s satisfaction that the project and the HOME assisted units will be owned and operated in compliance with all HOME requirements, and (4.) any terms of the sale shall not threaten the City’s security or the successor’s ability to comply with all HOME program requirements; and
WHEREAS, the recorded Redevelopment Agency Loan and Regulatory Agreements restrict the sale of the property without the City’s approval, and the City has performed a review of the Redevelopment Agency terms for sale including: (1.) the Borrower delivers written notice to the Agency requesting such approval, (2.) the proposed assignee or transferee possesses

9.4 comparable operational experience and capability, and comparable net worth and resources, as the proposed transferor or assignor, and (3.) the assignee or transferee assumes the obligations of the Borrower under the Agreement in a form which is reasonably acceptable to the Agency; and WHEREAS, no HOME or Redevelopment Agency Loan and Regulatory Agreement terms were unmet or met insufficiently; and
WHEREAS, MGA would like to pay off the outstanding HOME and Redevelopment loans plus any outstanding interest through this acquisition.

NOW, THEREFORE BE IT RESOLVED that the City Council of the City of Santa Cruz does hereby authorize the City Manager to:

1. Execute any and all amendments necessary, in a form to be approved by the City Attorney, to change the Managing Agent from John Stewart Company to Rose Community Management LLC including but not limited to Exhibit D of the HOME Investment Partnership Regulatory Agreement, upon close of escrow should Rose Affordable Housing Preservation Fund V Mission Gardens L.P. take ownership of the property located at 90 Grandview Street; and

2. Execute any and all agreements necessary, in a form to be approved by the City Attorney, for Rose Affordable Housing Preservation Fund V Mission Gardens L.P. to assume all existing affordability requirements currently recorded against 90 Grandview Street and extend the City RDA affordability requirements in perpetuity.

PASSED AND ADOPTED this 12th day of September, 2023 by the following vote:

AYES:

NOES:

ABSENT:

DISQUALIFIED:

APPROVED: ______________________
Fred Keeley, Mayor
ATTEST: __________________________________
Bonnie Bush, City Clerk Administrator

9.5 City Council

AGENDA REPORT
DATE: 08/23/2023
AGENDA OF: 09/12/2023
DEPARTMENT: Finance
SUBJECT: Liability Claims Filed Against the City of Santa Cruz (FN) RECOMMENDATION: Motion to reject the liability claims of 1) Joshua David Abbey, 2) Barton Russell Jackson (date of occurrence 8/1/23), and 3) Barton Russell Jackson (date of occurrence 7/17/23), based on staff recommendation.

BACKGROUND: N/A
DISCUSSION: I. Claims to be rejected:

1. Claimant: Joshua David Abbey
Date of occurrence: 7/23/23
Date of claim: 7/31/23
Amount of claim: $620.00
Claimant seeks reimbursement for towing fees when vehicle was towed allegedly without sufficient notice.

Self-Represented

2. Claimant: Barton Russell Jackson
Date of occurrence: 7/30/23
Date of claim: 8/01/23
Amount of claim: $700.00
Claimant seeks compensation for personal belongings allegedly lost in the course of Police actions.

Self-Represented

3. Claimant: Barton Russell Jackson
Date of occurrence: 7/17/23
Date of claim: 8/01/23
Amount of claim: $10,000.00

10.1 Claimant seeks reimbursement for the towing of his vehicle and compensation for belongings allegedly lost in the course of Police actions.

Self-Represented
FISCAL IMPACT: No fiscal impact.

Prepared By:

Ross Brandon
Risk & Safety Manager
Submitted By:

Elizabeth Cabell
Finance Director
Approved By:

Matt Huffaker
City Manager
ATTACHMENTS:

None.

10.2 City Council

AGENDA REPORT
DATE: 08/22/2023
AGENDA OF: September 12, 2023
DEPARTMENT: Human Resources
SUBJECT: 2021 Compensation Study Implementation for Various Bargaining Groups (HR)
RECOMMENDATION: Motion to:
1) Adopt a resolution modifying the Compensation Plan for identified Service classifications as a result of mapped enterprise-funded classifications receipt of pay increases from April 1, 2023; and
2) Adopt a resolution modifying the Compensation Plan for identified Supervisory classifications to address compaction and market issues; and
3) Adopt a resolution amending the FY 2024 budget in the amount of $483,668 allocated to various departmental operating budgets to cover the aforementioned cost increases as identified in the budget adjustment.

BACKGROUND:

In November 2021, Koff & Associates began a comprehensive compensation study for all city bargaining units, including Mid-management, Supervisory, Service, Fire Fighters, Fire Management, Police Officer Association, Police Management, and Executives.

As with previous studies, rather than researching over two hundred and fifty (250) classifications, eighty-four (84) classifications were identified as “benchmarked”. Benchmarked classifications are compared to classifications in other surveyed agencies and determines where classifications place in the market. Benchmarked positions were also mapped or linked to other classifications that were not directly studied and did not easily fit into a job family or series.

Given similar scope and responsibility, typical duties, requisite knowledge, skills and abilities, supervision received and exercised, and internal relationships, non-benchmarked positions were linked or mapped to benchmarked positions. Other non-benchmarked classifications may be linked to benchmarked classifications given similar scope and responsibility, typical duties, requisite knowledge, skills and abilities, supervision received and exercised, internal relationships, and pay scales.

11.1 As part of the Memorandum of Understanding (MOU) effective October 2022 with the Service Employees International Union, Local 521 (SEIU), the City and SEIU agreed to continue to meet and confer on findings from the 2021 Total Compensation Study prepared by Koff & Associates.

As a show of good faith, the City committed to and fulfilled its promise to ensure that classifications supported by enterprise funds and more than fifteen percent (15%) out of market, based on the findings of the 2021 study, would be brought within ten percent (10%) of the market by April 1, 2023. In addition, the City and SEIU agreed that the City would provide a full eleven percent (11%) increase to our sanitation workers. The enterprise funded classifications that received increases based on this agreement are identified in the attachment entitled City & SEIU Final Tentative Agreement, Enterprise Funds.

As part of the Memorandum of Understanding effective November 2022, the City and Supervisors (OE3) agreed to meet and confer with a pledge of preventing compaction between a supervisor and the position(s) they supervise. Salary compaction is defined as any percentage less than ten percent (10%) between top salary step of the supervisory and the top salary step of the classification it primarily supervises. Additionally, the City and OE3 agreed to meet and confer over implementation of the 2021 Total Compensation Study with the goal of raising total compensation of any classification below market median to ten percent (10%) of the total compensation market median, subject to Council approval.

DISCUSSION:

As a show of good faith and committement to our existing agreements, the City and labor groups met separately to discuss initial priorities. Based on these discussions and priorities, this report is broken into three focus areas:

1. Correcting Classification Mapping from April 1, 2023 SEIU Enterprise Fund Increases

2. Commitment to Supervisory OE3 Compaction and Market Stance Per Existing MOU

3. Addressing Remaining Classifications More than Ten Percent (10%) Below Market Focus Area 1: Correcting Classification Mapping from April 1, 2023 SEIU Enterprise Fund Increases
The increases to enterprise funded positions on April 1, 2023 caused several non-enterprise funded classifications to be out of alignment with their linked or mapped classifications. Staff recommends bringing all linked or mapped classifications into alignment. Eleven classifications are recommended given similarity in responsibilities, duties, knowledge, skills and abilities, and/or pay.

The eleven classifications include:

Class Number Classification Title
101 Accounting Assistant I
102 Accounting Assistant II
231 Box Office Representative
117 Building Maintenance Worker I
118 Building Maintenance Worker II
286 Executive to the City Manager
122 Homelessness Response Field Worker
167 Parks Maintenance Worker
281 Purchasing Assistant
186 Senior Parks Maintenance Worker
123 Senior Homelessness Response Field Worker

11.2 Staff recommends they receive the following matched increases as their enterprise funded counterparts. Costs by enterprise and general funds and classificaiton are as follows:

Focus Area 1: SEIU Aligment to Enterprise Dept Total
Enterprise Fund $28,053

1.40% $2,886
Accounting Assistant I Library (LIB) $2,886

5.40% $25,167
Building Maintenance Worker II LIB $13,471
Parks Maintenance Worker Parks & Rec (PR) $11,696
General Fund $268,998

1.40% $8,954
Accounting Assistant II Finance (FN) $6,175
Box Office Rep PR $722
Exec Asst to the CM City Mgr’s Off (CMO) $2,057
Purchasing Assistant FN $-

5.40% $260,045
Building Maintenance Worker I PR $3,368
Building Maintenance Worker II PR/LIB/PW $30,309
Homelessness Response Field Worker PW $17,545
Parks Maintenance Worker PR $157,901
Senior Parks Maintenance Worker PR $44,557
Sr. Homelessness Response Field Worker PW $6,365
Grand Total $297,052
Focus Area 2: Commitment to Supervisory OE3 Compaction and Market Stance Per Existing MOU
Out of forty-one (41) existing supervisory classifications, thirteen (13) classifications are recommended for the identified increases given compaction and/or market issues and are organized by expected cost for enterprise and general funds.

The thirteen(13) classifications include:

Class Number Classification Title
316 Administrative Services Supervisor
309 Garage Service Supervisor
363 Library Assistant III
323 Recreation Supervisor
360 Senior Environmental Compliance Inspector
367 Supervising Building Inspector
333 Utility Supervisor
370 Water Facility Mechanical Supervisor
357 Wastewater Facility Mechanical Supervisor
352 Water Distribution Supervisor V
356 Water Distribution Crew Leader III
346 Wastewater Collection Field Crew Leader
339 Water Meter Supervisor

11.3 Costs by enterprise and general funds and classificaiton are as follows:

Focus Area 2: OE3 Supervisors Compaction/Market Dept Total Enterprise Fund $124,094

2.10% $54,204
Library Assistant III (Market) LIB $25,399
Senior Environmental Compliance Inspector (Compaction) PW $3,192 Water Distribution Crew Leader III (Compaction/Market) Water (WT) $19,210 WW Collection Field Crew Leader (Compaction/Market) PW $6,403

2.40% $3,413
Utility Supervisor (Market) WT $3,413

2.90% $4,111
Water Meter Supervisor (Market) WT $ 4,111

4.20% $6,734
Garage Services Supervisor (Market) PW $6,734

4.60% $8,831
Water Distribution Supervisor V (Compaction) WT $8,831

8.90% $9,841
Administrative Services Supervisor (Compaction) PR/PW $9,841

10.80% $36,959
Water Facility Mechanical Supervisor (Market) WT $18,480 WW Facility Mechanical Supervisor (Market) PW $18,480
General Fund $62,522

1.10% $2,044
Supervising Building Inspector (Market) Planning $2,044

6.50% $45,716
Recreation Supervisor (Compaction/Market) PR $45,716

8.90% $14,762
Administrative Services Supervisor (Compaction) PR/PW $14,762 Grand Total $186,616
Focus Area 3: Addressing Remaining Classifications Out of Market and Continued Compaction Analysis
Focus Area 3 involves addressing all remaining classifications that are out of market more than ten percent. The benchmarked positions can be identified, but the complexity is then determining all linked or mapped classifications to those benchmarked positions, and the associated compensation impacts. Then, compaction must also be layered on, and associated compensation be calculated for compaction.

The Human Resources Department is preparing the analysis for review with supervisors, managers, and the unions from October through December in preparation of returning with a phased plan recommendation at mid-year for FY 2024. At minimum, an understanding of costs to bring all staff within ten percent of the market will support informed decision making in midyear of FY 2024 and in preparation of future compensation studies and budgets, such as the FY 2025 budget.

11.4 FISCAL IMPACT: The current fiscal year annual cost of each recommendation includes:

Focus Area General Fund
Enterprise
Funds Total
Focus Area 1: Mapped Correction (SEIU) $268,998 $28,053 $297,052 Focus Area 2: Compaction/Market (Supervisors) $62,522 $124,094 $186,616 Focus Area 3: All Other - Market TBD TBD TBD
Total Annual Cost $331,520 $152,147 $483,668
Note: Sums may have immaterial discrepancies due to rounding.

Budget for future fiscal years will need to be appropriated based upon existing MOU negotiated terms.

Prepared and Submitted
By:

Sara De Leon
Chief People Officer
Approved By:

Matt Huffaker
City Manager
ATTACHMENTS:

1. RESOLUTION - SEIU

2. RESOLUTION – SUPERVISORY OE3

3. CITY AND SEIU FINAL TENTATIVE AGREEMENT, ENTERPRISE FUNDS

4. BUDGET ADJUSTMENT AND DETAILS

11.5 RESOLUTION NO. NS-XX,XXX

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA CRUZ MODIFYING

THE COMPENSATION PLAN FOR VARIOUS POSITIONS WITHIN SUPERVISORY EMPLOYEES, OPERATING ENGINEERS, LOCAL #3 (OE3) UNION
WHEREAS, the 2022-2025 Memorandum of Understanding with the Supervisory Employees, Operating Engineers, Local #3 (OE3), includes Section 13.21, to meet and confer to prevent compaction; and
WHEREAS, the Supervisory OE3 MOU, Section 13.22, includes a provision to meet and confer with the goal of raising total compensation of any classification below market median to ten percent (10%) of the total compensation market median subject to approval by City Council; and
WHEREAS, the City of Santa Cruz and Supervisory OE3 have met and conferred in good faith and reached mutual agreement;
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Santa Cruz, as follows:

A. That effective the pay period September 16, 2023, the City of Santa Cruz compensation plan be modified to:

Class Number Classification Title Monthly Salary
Range
316 Administrative Services Supervisor $6,198 - $8,307
309 Garage Service Supervisor $6,881 - $9,220
363 Library Assistant III $4,623 - $6,196
323 Recreation Supervisor $6,170 - $8,268
360 Senior Environmental Compliance Inspector $6,391 - $8,565 367 Supervising Building Inspector $7,735 - $10,366
333 Utility Supervisor $5,997 - $8,038
370 Water Facility Mechanical Supervisor $7,808 - $10,463 357 Wastewater Facility Mechanical Supervisor $7,808 - $10,463 352 Water Distribution Supervisor V $8,270 - $11,083
356 Water Distribution Crew Leader III $6,410 - $8,591
346 Wastewater Collection Field Crew Leader $6,410 - $8,591 339 Water Meter Supervisor $6,009 - $8,051

11.6 RESOLUTION NO. NS-XX,XXX
2 PASSED AND ADOPTED this 12th day of September 2023, by the following vote:

AYES:

NOES:

ABSENT:

DISQUALIFIED:

APPROVED: ______________________________
Fred Keeley, Mayor
ATTEST: _________________________________
Bonnie Bush, City Clerk Administrator

11.7 RESOLUTION NO. NS-XX,XXX

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA CRUZ MODIFYING

THE COMPENSATION PLAN FOR VARIOUS SERVICE POSITIONS WITHIN SERVICE EMPLOYEES INTERNATIONAL UNION, LOCAL 521 (SEIU)
WHEREAS, the 2022-2025 Memorandum of Understanding with the Service Employees International Union, Local 521 (SEIU), Section 24.00, Compensation Study, includes, as a show of good faith, a commitment based on the findings of the 2021 Compensation Study by Koff & Associates, that classifications supported by Enterprise Funds that were more than fifteen percent (15%) out of market would be no more than ten percent (10%) by April 1, 2023; and WHEREAS, the City implemented the enterprise funded increases for the enterprise funded classifications specified on April 1, 2023 as committed; and WHEREAS, as a result of the increases to enterprise funded classifications, some nonenterprise funded classifications that have similar scope and responsibility, typical duties, requisite knowledge, pay scale, and skills and abilities as the enterprise funded classifications that received increases as of April 1, 2023; and
WHEREAS, these similarities define said non-enterprise funded classifications as mapped or linked to the enterprise funded classifications and should also receive the same compensation increase for consistency of compensation analysis and use of the 2021 Total Compensation study; WHEREAS, the City of Santa Cruz and SEIU have met and conferred in good faith and reached mutual agreement;
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Santa Cruz, as follows:

A. That effective the pay period September 16, 2023, the City of Santa Cruz compensation plan be modified to:

Class Number Classification Title Monthly Salary
Range
101 Accounting Assistant I $3,686 - $5,185
102 Accounting Assistant II $3,943 - $5,547
231 Box Office Representative $3,686 - $5,185
117 Building Maintenance Worker I $4,024 - $5,663
118 Building Maintenance Worker II $4,634 - $6,521
286 Executive to the City Manager $5,252 - $7,389
122 Homelessness Response Field Worker $4,024 - $5,663
167 Parks Maintenance Worker $4,024 - $5,663
281 Purchasing Assistant $3,943 - $5,547
186 Senior Parks Maintenance Worker $4,380 - $6,163
123 Senior Homelessness Response Field Worker $4,380 - $6,163

11.8 RESOLUTION NO. NS-XX,XXX
2 PASSED AND ADOPTED this 12th day of September 2023, by the following vote:

AYES:

NOES:

ABSENT:

DISQUALIFIED:

APPROVED: ______________________________
Fred Keeley, Mayor
ATTEST: _________________________________
Bonnie Bush, City Clerk Administrator

11.9 City & SEIU Final TA - Enterprise funds only, unless classification is in both Ent & General Fund # of
Employees
Classification Title Bargaining
Unit
% above or
below Market
median of Total
Comp

4.5% COLA
Proposed
Increase to
within 10%
Total %
Increase Gen
Fund
Ent
Fund Mapped positions
17 ADMINISTRATIVE ASSISTANT I/II SEIU -15.9% 4.5% 1.4% 5.9% GF Ent 9 ADMINISTRATIVE ASSISTANT III SEIU 4.5% 1.4% 5.9% GF Ent Tied to Admin Assist 11 PARKING FACILITY MAINT ASST SEIU 4.5% 5.4% 9.9% ENT SERVICE MAINTENANCE TRAINEE 7 PARKING CONTROL MAINT WKR SEIU Compaction 4.5% 5.4% 9.9% ENT Parking Enf Officer/Parking Office Rep/Control mt wk 8 PARKING ENFORCEMENT OFFICER SEIU 4.5% 5.4% 9.9% ENT Parking Enf Officer/Parking Office Rep/Control mt wk 4 PARKING OFFICE REPRESENTATIVE SEIU 4.5% 5.4% 9.9% ENT Parking Enf Officer/Parking Office Rep/Control mt wk 6 SERVICE MAINTENANCE TRAINEE/WORKER SEIU 19.9% 4.5% 5.4% 9.9% ENT 2 SR SERVICE MAINTENANCE WKR SEIU Compaction 4.5% 5.4% 9.9% ENT 1 WATER FAC ELEC/INSTR TECH I/II SEIU 4.5% 3.8% 8.3% ENT WW FAC ELECT/INSTR TECH II 0 WATER FAC ELEC/INSTR TECH III SEIU 4.5% 3.8% 8.3% ENT 2 PLANT MAINTENANCE MECHANIC I/II
1 WATER FACILITIES MECHANICAL TECH II SEIU 4.5% 3.8% 8.3% ENT WW FACILITIES MECH TECH II 1 WATER FACILITIES MECHANICAL TECH III SEIU 4.5% 3.8% 8.3% ENT WW FAC LEAD MECH TECH 1 UTILITY MAINT TECH TRAINEE SEIU 4.5% 3.8% 8.3% ENT UTILITY MAINT TECH TRAINEE 1 UTILITY MAINT TECH SEIU 18.3% 4.5% 3.8% 8.3% ENT UTILITY MAINTENANCE TECH WW FACILITIES MECH TECH I SEIU 4.5% 3.8% 8.3% ENT
8 WW FACILITIES MECH TECH II SEIU 4.5% 3.8% 8.3% ENT WATER FACILITIES MECHANICAL TECH II 1 WW FAC LEAD MECH TECH SEIU 4.5% 3.8% 8.3% ENT WATER FACILITIES MECHANICAL TECH III WW FAC ELEC/INSTR TECH I SEIU 4.5% 3.8% 8.3% ENT UTILITY MAINT TECH 1 WW FAC ELEC/INSTR TECH II SEIU 4.5% 3.8% 8.3% ENT WATER FAC ELEC/INSTR TECH II 17 RESOURCE RECOVERY WORKER I/II SEIU 11.0% 4.5% 11.0% 15.5% ENT City of Watsonvile Integrated Waste Worker see TA 3 SR RESOURCE RECOVERY WORKER SEIU 11.0% 4.5% 11.0% 15.5% ENT City of Watsonvile Integrated Waste Worker see TA 39 SOLID WASTE WORKER SEIU 11.0% 4.5% 11.0% 15.5% ENT City of Watsonvile Integrated Waste Worker see TA 1 LABORATORY TECHNICIAN SEIU -19.8% 4.5% 5.3% 9.8% ENT
0 ENGINEERING TECHNICIAN SEIU 4.5% 0.5% 5.0% GF ENT
6 ASSISTANT ENGINEER I SEIU 4.5% 0.5% 5.0% GF ENT
4 ASSISTANT ENGINEER I/II SEIU -15.0% 4.5% 0.5% 5.0% GF ENT 151

11.10 City of Santa Cruz

BUDGET ADJUSTMENT REQUEST
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25EXPENDITURE ACCOUNT TITLE
NET: $

REQUESTED BY DEPARTMENT HEAD

APPROVAL

BUDGET/ACCOUNTING
5(9,(:('

FINANCE DIRECTOR

APPROVAL

CITYMANAGER

APPROVAL
5HVR

352-(&7
352-(&7
$02817
$02817
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TOTAL EXPENDITURE

TOTALREVENUE
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 Clear Form
FY2024
08/22/2023
Compensation Plan amendments to linked SEIU, non-enterprise funded classifications that were impacted due to 4/1/23 increase to enterprise classifications; and compaction and market issues for select Supervisory classifications as identified in staff report to Council on September 12, 2023.

SEE ATTACHED
0 Various SEIU General Fund - See Attached 268,998
Various SEIU Enterprise Funds - See Attached 28,053
Various OE3 Supervisors General Fund -See Attached 62,522 Various OE3 Supervisors Enterprise Fund -See Attached 124,095 483,668
-483,668
Sara De
Leon
Digitally signed by Sara De Leon
DN: cn=Sara De Leon, o=City of
Santa Cruz, ou=Human
Resources Chief People Officer,
[email protected],
c=US
Date: 2023.08.24 12:50:51 -07'00'
Sara De
Leon
Digitally signed by Sara De Leon
DN: cn=Sara De Leon, o=City of
Santa Cruz, ou=Human Resources
Chief People Officer,
[email protected],
c=US
Date: 2023.08.24 12:51:01 -07'00'
Tracy
Cole
Digitally signed by Tracy Cole
DN: cn=Tracy Cole, o=City of
Santa Cruz, ou=Finance,
[email protected],
c=US
Date: 2023.08.24 17:06:57
-07'00'
Elizabet
h Cabell
Digitally signed by Elizabeth Cabell
DN: cn=Elizabeth Cabell, o=City of Santa Cruz,
ou=Finance Department,
[email protected], c=US
Date: 2023.08.25 09:13:17 -07'00'

11.11 City Council Budget Adjustment Details
Focus Area 1 (SEIU) and 2 (Supervisory, OE3)
Meeting of September 12, 2023
Project Number GL Number Project Name Amount
NA 101-10-03-1210-51110 Focus Area 1 - Mapping Correction from 4/1/23 SEIU $ 2,057.00 NA 101-14-11-1241-51110 Focus Area 1 - Mapping Correction from 4/1/23 SEIU $ 6,175.00 NA 101-30-41-3105-51110 Focus Area 1 - Mapping Correction from 4/1/23 SEIU $ 5,848.17 NA 101-30-41-3106-51110 Focus Area 1 - Mapping Correction from 4/1/23 SEIU $ 65,364.09 NA 101-30-41-3107-51110 Focus Area 1 - Mapping Correction from 4/1/23 SEIU $ 47,302.47 NA 101-30-41-3120-51110 Focus Area 1 - Mapping Correction from 4/1/23 SEIU $ 23,392.68 NA 101-30-42-3120-51110 Focus Area 1 - Mapping Correction from 4/1/23 SEIU $ 5,848.17 NA 101-30-42-3213-51110 Focus Area 1 - Mapping Correction from 4/1/23 SEIU $ 6,735.00 NA 101-30-42-3213-51111 Focus Area 1 - Mapping Correction from 4/1/23 SEIU $ 721.55 NA 101-30-43-3212-51111 Focus Area 1 - Mapping Correction from 4/1/23 SEIU $ 3,368.00 NA 101-30-45-3131-51110 Focus Area 1 - Mapping Correction from 4/1/23 SEIU $ 36,640.35 NA 101-40-66-4110-51110 Focus Area 1 - Mapping Correction from 4/1/23 SEIU $ 13,470.84 NA 101-40-66-6105-51110 Focus Area 1 - Mapping Correction from 4/1/23 SEIU $ 23,909.80 NA 104-30-43-3211-51110 Focus Area 1 - Mapping Correction from 4/1/23 SEIU $ 28,165.14 NA 721-40-65-7204-51110 Focus Area 1 - Mapping Correction from 4/1/23 SEIU $ 11,696.34 NA 951-36-51-3601-51110 Focus Area 1 - Mapping Correction from 4/1/23 SEIU $ 16,356.84 NA 741-40-64-7401-51110 Focus Area 2 - Compaction and Market Sup OE3 $ 1,230.15 NA 731-40-63-7303-51110 Focus Area 2 - Compaction and Market Sup OE4 $ 1,845.23 NA 731-40-63-7302-51110 Focus Area 2 - Compaction and Market Sup OE5 $ 2,460.30 NA 721-40-65-7203-51110 Focus Area 2 - Compaction and Market Sup OE6 $ 2,460.30 NA 721-40-61-7202-51110 Focus Area 2 - Compaction and Market Sup OE7 $ 1,845.23 NA 811-40-61-7831-51110 Focus Area 2 - Compaction and Market Sup OE8 $ 6,733.68 NA 951-36-51-3601-51110 Focus Area 2 - Compaction and Market Sup OE9 $ 25,398.95 NA 721-40-65-7205-51110 Focus Area 2 - Compaction and Market Sup OE10 $ 3,191.80 NA 711-70-92-7103-51110 Focus Area 2 - Compaction and Market Sup OE11 $ 3,413.37 NA 711-70-95-7106-51110 Focus Area 2 - Compaction and Market Sup OE12 $ 18,479.57 NA 721-40-65-7203-51110 Focus Area 2 - Compaction and Market Sup OE13 $ 18,480.00 NA 711-70-95-7106-51110 Focus Area 2 - Compaction and Market Sup OE14 $ 8,831.14 NA 711-70-97-7108-51110 Focus Area 2 - Compaction and Market Sup OE15 $ 19,210.17 NA 721-40-61-7202-51110 Focus Area 2 - Compaction and Market Sup OE16 $ 6,403.39 NA 711-70-92-7113-51110 Focus Area 2 - Compaction and Market Sup OE17 $ 4,111.36 NA 104-40-64-4226-51110 Focus Area 2 - Compaction and Market Sup OE18 $ 615.08 NA 101-40-60-4101-51110 Focus Area 2 - Compaction and Market Sup OE19 $ 1,845.23 NA 104-30-43-3211-51110 Focus Area 2 - Compaction and Market Sup OE20 $ 1,845.23 NA 101-30-40-3101-51110 Focus Area 2 - Compaction and Market Sup OE21 $ 10,456.29 NA 101-30-43-3207-51110 Focus Area 2 - Compaction and Market Sup OE22 $ 9,143.26 NA 101-30-42-3213-51110 Focus Area 2 - Compaction and Market Sup OE23 $ 9,143.26 NA 101-30-43-3212-51110 Focus Area 2 - Compaction and Market Sup OE24 $ 9,143.26 NA 101-30-42-3205-51110 Focus Area 2 - Compaction and Market Sup OE25 $ 9,143.26 NA 101-30-43-3202-51110 Focus Area 2 - Compaction and Market Sup OE26 $ 9,143.26 NA 108-50-74-2301-51110 Focus Area 2 - Compaction and Market Sup OE27 $ 266.00 NA 101-50-74-2301-51110 Focus Area 2 - Compaction and Market Sup OE28 $ 1,778.00 $ 483,668.24

11.12 City Council

AGENDA REPORT
DATE: 08/18/2023
AGENDA OF: 09/12/2023
DEPARTMENT: Parks and Recreation
SUBJECT: Main Beach Public Restroom Renovation Project – Authorization to Advertise for Bids and Award Contracts (PR)
RECOMMENDATION: Motion to approve the plans, authorize staff to advertise for bids, award contracts, and authorize the Director to execute change orders within the approved project budget for the Main Beach Public Restroom Renovation Project (c301913) which has been funded through the California Department of Transportation’s Clean California Local Grant Program Award. The City Manager, or designee, is hereby authorized and directed to execute the contract as authorized by Resolution No. NS-27,563.

BACKGROUND: In FY 2019, the City’s Capital Investment Program (CIP) provided initial funding to renovate the public restroom at 120 Beach Street (Main Beach). The City hired William C. Kempf, Architects to develop design plans for the project. The project was put onhold due to the anticipated project costs.

In January 2022, an interdepartmental meeting was held to discuss possible projects that could be funded through the California Department of Transportation’s (Caltrans) Clean California Local Grant Program (CCLGP). The CCLGP includes nearly $296 million of FY 2022 State of California General Funds and is administered by Caltrans. It was established under California Assembly Bill 149 (Sec. 16) and is part of a nearly $1.1 billion Clean California Initiative focused on litter abatement, beautification, public safety, and public education to reduce trash.

The project was determined to be the highest-ranking project which could feasibly be implemented within the required grant time frame.

Staff from Parks and Recreation Department, Economic Development Department, and the Sustainability and Climate Action Team collaborated on the grant application submittal. On March 10, 2022, staff received formal notice that the project had been selected to be funded through the program.

On April 26, 2022, the City Council adopted a resolution authorizing and directing staff to accept and appropriate funds from an application request through the CCLGP to renovate the public restroom. On June 1, 2022, the City Manager executed an agreement with Caltrans to accept the grant award.

The project received a local Zoning Permit on August 15, 2022, and a California Coastal Commission Permit Waiver on September 30, 2022.

12.1 On December 12, 2022, the City hired Gelfand Partner Architects to develop construction drawings through a Request for Qualifications hiring process. Construction drawings have been reviewed through the building permit process. Permits will be issued in September, 2023.

DISCUSSION: The Main Beach Public Restroom Renovation Project involves nearly a complete re-build of the existing facility. The building will be stripped down to the studs and roof structure. The interior of the building will be modified to add an additional stall. The former storage/kiosk area will become a storage area. The roof will be replaced with standing seam metal and the walls will have new finishes and ADA-compliant fixtures. A local artist will create tile mosaic wall murals for three sides of the building. Picnic tables, trash/recycling receptacles, and signage will be added outside the building, along with security cameras to monitor litter and study coastal resiliency to sea-level rise.

During the building permit process, it was discovered that the existing restroom crossed multiple property lines between City-owned parcels. Although all properties were owned by the City, the Building Division cannot approve a permit when a structure crosses a property line. The City hired Bowman and Williams to survey the property and create plans and a property description to adjust lot lines for the restroom to be on one property. A deed was recorded with the County of Santa Cruz for the reconfigured lot.

The original grant proposal specified a small addition to the eastern side of the building for a small retail space, as well as another small addition to the western side of the building for an enclosed trash enclosure. These additions are no longer being pursued. During the engineering assessment of the structure, it was determined that the supporting substructure would not support the proposed additions. A geotechnical study would be necessary which would cause delays and jeopardize the grant timeline and funding. Additionally, the costs for enhancing the substructure are unknown. The small additions to create a retail space and enclosed trash enclosure were considered ineligible expenses and were not funded through the grant program. Caltrans has accepted the revised scope of work to remove the additions from the project. City funds will no longer be used on that portion of the project.

The project is exempt from CEQA under Section 15301, Existing Facilities, and Section 15303, New Construction or Conversion of Small Structures. The project involves the repair of an existing facility, with a negligible expansion of use. The project also involves reconstructing the existing structure on the same site with the same purpose and capacity.

Upon Building Permit issuance, staff will advertise for bids via the City online procurement portal (https://procurement.opengov.com/portal/santacruzca) and then hire a contractor. The construction must be completed by June 2024 per the grant schedule.

HEALTH IN ALL POLICIES: This project supports Santa Cruz County's current CORE goals.

The project enhances beach access and use through the provision of support facilities, promoting mental and physical health and wellness. It also fosters community connectedness through access to community art and creates healthy environments by offering safe and accessible recreational spaces.

FISCAL IMPACT: The City’s Capital Investment Program funds a portion of the project with $351,183 of Parks Facility Tax Funds. An additional $727,862 is funded through the Clean California Local Program Grant Award. Changes in the project scope will reduce the total

12.2 amount of Parks Facility Tax funds being used on the project. Any unused City funds will be returned to the Parks Facilities Tax Fund upon project completion.

Prepared By:

Noah Downing
Park Planner
Submitted By:

Tony Elliot
Director of Parks and
Recreation
Approved By:

Matt Huffaker
City Manager
ATTACHMENTS:

1. BUILDING PERMIT PLANS.PDF

12.3 NOT IN CONTRACT

MISC MISCELLANEOUS

ELEVATION
EACH

ELECTRICAL

EXTERIOR
ELEC
ELEV
EA
NEG
NTS
NO
NIC
MS
N

NEGATIVE

NOT TO SCALE
NUMBER
NORTH

MACHINE SCREW

CONCRETE
COLUMN

CONCRETE MASONRY UNIT
CLEAR

CEILING
DOUBLE

CONTINUOUS

DIMENSION
DOWN

DIAGONAL

DIAMETER

DRAWING
DIM
DN
DWG
DBL
DIAG
DIA
CONC
CONT
CMU
CLR
CLG
COL

LIN LINEAR
LTG
MAX
MB
MECH
MFR
MIN
MATL

MACHINE BOLT

MECHANICAL

MANUFACTURER

MINIMUM

LIGHTING

MAXIMUM

MATERIAL

HT HEIGHT

WF WIDE FLANGE (STEEL)
W/O
W/
WD

WITHOUT
WOOD
WITH

GYPSUM WALLBOARD

FIRE EXTINGUISHER

FIXTURE

FACE OF CONCRETE

GALVANIZED SHEET METAL

FOF FACE OF FINISH

ADJ ADJACENT

CERAMIC TILE

APPROXIMATE

ABOVE FINISH FLOOR

ALTERNATE

ALUMINUM
BOTTOM

BLOCK, BLOCKING

BUILDING
BOARD

ARCHITECTURAL

CAST IRON

CATCH BASIN
CT
CI
BLDG
BOT
BLK
CB
APPROX
ARCH
BD
AFF
ALT
AL
GYP BD
GSM
GND
HM
HORZ

HOLLOW METAL

HORIZONTAL
GROUND
FOS

GALV GALVANIZED
GAUGE
GALLON

GENERAL

FACE OF STUD

FEET, FOOT

FOOTING

ACOUSTICAL CEILING TILE

ACCESS OR ACCESSIBLE
NUMBER
PENNY

EXISTING

AREA DRAIN
ACCS
ACT
AD
d
#
(E)
(N) NEW
&
FLEX
FLUOR
FOC
FE
FIXT

FLEXIBLE
FLOOR

FLUORESCENT

FINISH (ED)

FLOOR DRAIN

FABRICATE

FOUNDATION

CONTRACTOR INSTALLED
PERF
OFOI

PERFORATED

OWNER FURNISHED & OWNER INSTALLED
OD
OFCI
OC

OWNER FURNISHED

OUTSIDE DIAMETER

ON CENTER(S)
W WEST
EXT
GAL
GEN
FTG
GA
FT
FLR
FIN
FD
FAB
FDN
UON
VERT

VDFG VERTICAL GRAIN DOUGLAS FIR

UNLESS OTHERWISE NOTED

VERTICAL

STRT STRUCTURAL
THRU
TYP
TP
SUSP
T&G

THROUGH

TOP OF PAVEMENT

TYPICAL
SUSPEND; SUSPENDED

TONGUE AND GROOVE
SPD
SPEC
STD
SST
SSD
STL
SLD
SMD
SIM
SEE PLUMBING DWGS.

SPECIFICATIONS
SEE STRUCTURAL DWGS.

STAINLESS STEEL
STEEL

STANDARD
SEE LANDSCAPE DWGS.

SEE MECHANICAL DWGS.

SIMILAR
SCD
SCHED
SHT
SED
REQD
S

SEE CIVIL DRAWINGS
SCHEDULE; SCHEDULED
SEE ELECTRICAL DWGS.

SHEET
SOUTH

REQUIRED
PT
REINF
REF
RD
RCP
PROP
PREFAB
PLY

REINFORCED

REFLECTED CEILING PLAN

ROOF DRAIN

REFERENCE

PREFABRICATE(D)

PROPERTY

PLYWOOD

PERP PERPENDICULAR

DIAMETER OR ROUND

CENTERLINE
ANGLE
AND

ANOD ANODIZED

ASTM AMERICAN SOCIETY FOR

AVG AVERAGE
AIR

AC CONDITIONING

TESTING & MATERIALS

BTW BETWEEN

BUR BUILT-UP ROOF

CAB CABINET

DRINKING FOUNTAIN

DEMOLISH
DF
DEMO

DR DOOR

FACP FIRE ALARM CONTROL PANEL

FAR FLOOR AREA RATIO

FFE FINISHED FLOOR ELEVATION

GFCI GROUND FAULT CIRCUIT INTERRUPTED

HB HOSE BIB

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PRESSURE TREATED

PSI POUNDS PER SQUARE INCH

PTD PAINTED

QTY QUANTITY

RESIL RESILIENT

RO ROUGH OPENING

RWL RAIN WATER LEADER

SF SQUARE FOOT

TOC TOP OF CURB

TW TOP OF WALL

WIN WINDOW

YD YARD
@ AT
Ø

ID INSIDE DIAMETER (DIM)

IN INCH

INFO INFORMATION

INSUL INSULATION

LAV LAVATORY

LB POUND

LF LINEAR FEET
A
A
05 K02
B05
W06
A21
1 2.01
N
E
S
W

00.00 00
A-123
123 SF
1 2.01
1 2.01
C-01-a
W07
+ 8'-0"

CASEWORK TYPE

PREFIX DESIGNATES SPECIFICATION DIVISION

REFER TO CASEWORK SCHEDULE
(OR CONTROL OR DATUM POINT)

MATCHLINE

SHEET KEYNOTE

PRODUCT KEYNOTE

WORK POINT

REFER TO DOOR SCHEDULE

REFER TO WINDOW SCHEDULE

REFER TO WALL TYPE SHEET

ASTERISK INDICATES PANIC HARDWARE

WINDOW NUMBER

WALL TYPE

DOOR NUMBER

EXTERIOR ELEVATION KEY

DETAIL NUMBER

DETAIL SHEET

ELEVATION NUMBER

ELEVATION SHEET

SECTION KEY

SECTION NUMBER

SECTION SHEET

DETAIL KEY

ROOM IDENTIFICATION
ROOM AREA [SQUARE FEET]

INTERIOR ELEVATION KEY

ELEVATION ORIENTATION

ELEVATION NUMBER

ELEVATION SHEET

ROOM NAME

ROOM NUMBER

GRID-LINE INDICATION

REFER TO SIGNAGE SCHEDULE

SIGNAGE NUMBER

SIGN LETTER

ROOM NUMBER

BUILDING LETTER

ACCESSORY LETTER

REFER TO ACCESSORY SCHEDULE
REFER TO WALL TYPE SHEET. SEE PLANS,

EXTERIOR, & INTERIOR ELEVATIONS FOR
LOCATIONS.

WALL TYPE (ABOVE TYPICAL WALL)

FLUSH TRANSITION

BETWEEN ADJACENT SURFACES

CEILING HEIGHT
DIM
POINT

DIMENSION POINT

DIM POINT NOTATION IS THE INTERSECTION

OF THE CENTER LINES OF THE STUDS OF

EACH WALL ASSEMBLY

CLASSROOM
1 2.01
*
REVISE

1. SELECTIVE DEMOLITION OF RESTROOM FINISHES, FIXTURES, AND INTERIOR PARTITIONS.

2. ALLOW FOR REPLACEMENT 45% NEW EXTERIOR WALL STUDS TO ACCOUNT FOR DRY ROT, ETC

3. INSERTION OF A NEW 6" CONCRETE CURB AT BASE OF EXISTING EXTERIOR WALL AND NEW PLUMBING WALLS. SHORE BUILDING AS REQUIRED TO INSERT NEW CURB.

4. NEW EXTERIOR DOORS, HARDWARE, PRIVACY SCREENS.

5. NEW INTERIOR AND EXTERIOR WALL FINISHES.

6. NEW PLUMBING FIXTURES INCLUDING - BUT NOT LIMITED TO - TOILETS, URINALS, LAVATORIES, EXTERIOR SHOWER HARDWARE, AND A DRINKING FOUNTAIN.

7. NEW RESTROOM ACCESSORIES INCLUDING - BUT NOT LIMITED TO - TOILET PARTITIONS, HAND DRYERS, TOILET SEAT COVER DISPENSERS, TOILET PAPER DISPENSERS, WASTE BINS, AND BABY CHANGING STATIONS.

8. NEW STANDING SEAM METAL ROOF.

9. NEW ACRYLIC DOME SKYLIGHTS TO REPLACE (E) SKYLIGHTS.

10. THREE ARTIST-MADE CERAMIC TILE MURALS ON NORTH, SOUTH, AND EAST WALLS OF THE BUILDING.

1. COORDINATE LAYOUT DIMENSIONS INDICATED ON THE STRUCTURAL, ELECTRICAL DRAWINGS WITH THOSE INDICATED ON THE ARCHITECTURAL DRAWINGS. REPORT ALL DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.

2. IN THE EVENT THAT CERTAIN FEATURES OF THE NEW CONSTRUCTION ARE NOT FULLY SHOWN IN THE CONSTRUCTION DOCUMENTS, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN.

3. CHECK AND VERIFY ALL DIMENSIONS, ELEVATIONS AND EXISTING CONDITIONS ON THE PROJECT SITE BEFORE THE WORK BEGINS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES TO THE CONDITIONS SHOWN IN THE CONTRACT DOCUMENTS BEFORE CONSTRUCTION BEGINS.

4. EXISTING CONDITIONS SHOWN ON THE DRAWINGS WERE OBTAINED FROM THE OWNER-PROVIDED SURVEY DRAWINGS. THE ORIGINAL SURVEYS ARE PROVIDED AS A REFERENCE TO THESE BID DOCUMENTS. VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT OF ALL DEVIATIONS BEFORE PROCEEDING WITH THE WORK.

5. GELFAND PARTNERS ARCHITECTS HAS PREPARED THESE DOCUMENTS ONLY FOR THE IMPROVEMENTS SPECIFIED, DETAILED, INDICATED, OR SHOWN AS NEW WORK AND ASSUMES NO RESPONSIBILITY FOR OTHER CONSTRUCTION, MATERIAL, OR EQUIPMENT NOTED, INDICATED, OR SHOWN AS "EXISTING" OR AS "PROVIDED BY OTHERS." UNLESS OTHERWISE INDICATED OR NOTED,

GELFAND PARTNERS ARCHITECTS HAS NEITHER CHECKED NOR VERIFIED THE STRUCTURAL INTEGRITY, QUALITY OF CONSTRUCTION, ACCESSIBILITY TO, EGRESS FROM, OR DESIGN OF THE EXISTING CONSTRUCTION AND ANY OTHER WORK NOT INCLUDED AS PART OF THE IMPROVEMENTS SPECIFIED, DETAILED, OR SHOWN ON THESE DOCUMENTS.

6. PROVIDE UL, GA, CBC, OR EQUAL LISTING NUMBERS FOR ALL FIRE-RATED CEILING / FLOOR, ROOF, WALL, AND STRUCTURAL FRAME ASSEMBLIES. THE COMPONENTS AND INSTALLATION DETAILS SUCH AS NAILING SCHEDULES SHALL BE AS SHOWN ON PLANS AND MUST CONFORM IN EVERY PARTICULAR WITH THE UL, GA, CBC, OR EQUAL LISTING NUMBERS SPECIFIED. CUSTOM DESIGNS WHICH COMBINE COMPONENTS FROM DIFFERENT APPROVED DESIGNS BUT HAVE NOT BEEN TESTED AS A COMPLETE ASSEMBLY WILL NOT BE ACCEPTABLE.

7. PENETRATIONS OF PIPES, CONDUITS, ETC., IN WALLS REQUIRING PROTECTED OPENINGS SHALL BE FIRE STOPPED. FIRE STOP MATERIAL SHALL BE A TESTED ASSEMBLY APPROVED BY THE STATE FIRE MARSHAL.

8. ADEQUATE ENGINEERING OBSERVATION AND TESTING SHALL BE PROVIDED DURING CONSTRUCTION BY INSPECTOR OF RECORD PER TITLE 24.

9. DO NOT SCALE DIMENSIONS FROM PLANS. USE WRITTEN DIMENSIONS. WHERE NO DIMENSION IS PROVIDED, CONSULT THE ARCHITECT FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.

THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS.

10. DRAWINGS AND SPECIFICATIONS REPRESENT FINISHED CONSTRUCTION. U.O.N. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION.

11. NO DEVIATION FROM THE APPROVED DRAWINGS AND SPECIFICATIONS IS PERMITTED WITHOUT THE PRIOR CONSENT OF THE ARCHITECT. WRITTEN CONSENT IS SUBJECT TO DSA APPROVAL. THE ARCHITECT'S INTERPRETATION OF THESE DOCUMENTS SHALL BE FINAL.

12. LARGER SCALE DRAWINGS GOVERN IN CASE OF CONFLICT WITH SMALLER SCALE DRAWINGS.

13. OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, NOTES, SPECIFICATIONS, AND DETAILS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND RESOLVED BEFORE PROCEEDING WITH THE WORK.

14. FOR ADDITIONAL "DSA" REQUIREMENTS, SEE SPECIFICATION SECTIONS 01400.

15. ALL ITEMS ARE NEW U.O.N.

16. WORK INDICATED AS "OWNER FURNISHED" (O.F.C.I.) SHALL MEET ALL APPLICABLE CODES AND REGULATORY REQUIREMENTS INDICATED WITHIN THESE DOCUMENTS AND SHALL BE INSTALLLED AND

FULLY OPERATIONAL PRIOR TO THE FINAL APPROVAL AND OCCUPANCY OF THIS PROJECT TOTAL BUILDING AREA: 789 S.F.

OCCUPANCY TYPE: "U"
TYPE OF CONSTRUCTION: V-B
DATE OF CONSTRUCTION: 1984
SPRINKLER STATUS: NO
FIRE ALARM: NO
ADDRESS:

PARKS AND RECREATION DEPARTMENT
323 CHURCH STREET
SANTA CRUZ , CA 95060
AREA:

1.23 ACRE
PD PERMIT NO.:

PD 12-345
Current Codes
2022 Building Standards Administrative Code, Part 1, Title 24 C.C.R. 2022 California Building Code (CBC), Part 2, Title 24 C.C.R. (2009 International Building Code and 2010 California Amendments) 2022 California Electrical Code (CEC), Part 3, Title 24 C.C.R. (2008 National Electrical Code and 2010 California Amendments) 2022 California Mechanical Code (CMC) Part 4, Title 24 C.C.R. (2009 Uniform Mechanical Code and 2010 California Amendments) 2022 California Plumbing Code (CPC), Part 5, Title 24 C.C.R. (2009 Uniform Plumbing Code and 2010 California Amendments) 2022 California Energy Code (CEC), Part 6, Title 24 C.C.R. 2022 California Fire Code, Part 9, Title 24 C.C.R.
(2009 International Fire Code and 2010 California Amendments) 2022 California Green Building Standards Code (CALGreen), Part 11, Title 24 C.C.R. 2022 California Referenced Standards, Part 12, Title 24 C.C.R.

Title 19 C.C.R., Public Safety, State Fire Marshal Regulations.

Current Standards
NFPA 13 Automatic Sprinkler Systems 2016 Edition
NFPA 14 Standpipe Systems (CA Amended) 2019 Edition
NFPA 17a Wet Chemical Systems 2021 Edition
NFPA 20 Stationary Pumps 2019 Edition
NFPA 24 Private Fire Mains (CA Amended) 2019 Edition
NFPA 72 National Fire Alarm Code (CA Amended) 2016 Edition NFPA 80 Fire Door and Other Opening Protectives 2019 Edition NFPA 2001 Clean Agent Fire Extinguishing Systems 2019 Edition Reference code section for NFP A standards - 2019 CBC (SFM) Chapter 35.

See Chapter 35 for State of California amendments to NFPA standards.

All work indicated shall comply with SCMC Title 18
OWNER:

PARKS AND RECREATION DEPARTMENT
323 CHURCH STREET
SANTA CRUZ , CA 95060
T: (831) 420-5362
CONTACT: NOAH DOWNING
ARCHITECT:

GELFAND PARTNERS ARCHITECTS
165 10TH STREET, SUITE 100
SAN FRANCISCO, CA 94103
T: (415) 346-4040 F: (415) 346-4103
CONTACT: LARRY SCHADT
STRUCTURAL ENGINEER:

ELEMENT STRUCTURAL
ENGINEERS, INC.
39675 CEDAR BLVD., SUITE 295C
NEWARK, CA 94560
T: (510) 573-1557
CONTACT: JAMES ENRIGHT

MECHANICAL, ELECTRICAL
& PLUMBING ENGINEER:

MHC ENGINEERS
150 8TH STREET,
SAN FRANCISCO, CA 94103
T: (415) 512-7141 F: (415) 512-7120
CONTACT: TIMMY D. LAI
Consultants
Architect
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.

Drawing Record
Printed:

Project
Sheet
165 10th Street, Suite 100
San Francisco, CA 94103
415.346.4040 www.gelfand-partners.com
Client
F
REN. 8-31-23
NO. C29266
N

LAWRENCE
A T
O E
E
S T
LIC
ES D
IT
NIA
T
C
R
I

CA L OF
E
A R CH

EDWARD SCHADT
F
REN. 8-31-23
NO. C29266
N

LAWRENCE
A T
O E
E
S T
LIC
ES D
IT
NIA
T
C
R
I

CA L OF
E
A R CH

EDWARD SCHADT
8/15/2023 4:16:06 PM
8/15/2023 4:16:06 PM
A0.00

COVER SHEET

BEACH STREET

RESTROOM
2220.00
Adjacent to 106 Beach Street
Santa Cruz, CA 95060
M1.0 MECHANICAL PLANS
Plumbing
P1.0 PLUMBING PLANS
Electrical
E0.1 LEGEND, GENERAL NOTES, AND ABBREVIATIONS
E0.2 LIGHTING FIXTURE CUTSHEETS
E1.0 POWER AND LIGHTING PLANS
E2.0 LIGHTING TITLE 24 CALCULATIONS
E2.1 LIGHTING TITLE 24 CALCULATIONS
Grand total: 30
General
A0.00 COVER SHEET
Architectural
A1.10 DEMO FLOOR PLAN
A1.20 DEMO REFLECTED CEILING PLAN
A1.30 DEMO ROOF PLAN
A2.10 PROPOSED GROUND FLOOR PLAN
A2.20 REFLECTED CEILING PLAN
A2.30 ROOF PLAN
A3.11 EXTERIOR BUILDING ELEVATIONS
A4.00 BUILDING AND WALL SECTIONS
A4.01 INTERIOR ELEVATIONS
A8.10 DOOR SCHEDULE AND DETAILS
A9.01 ROOF DETAILS
A9.02 TYP. ACCESSIBILITY DETAILS
A9.03 TYP. SIGNAGE DETAILS
A9.04 MISC DETAILS
A9.05 PANEL DETAILS
Structural
S1.0 STRUCTURAL TITLE SHEET
S1.1 GENERAL STRUCTURAL SHEET
S2.1 FOUNDATION PLAN AND ROOF FRAMING PLAN
S5.1 CONCRETE DETAILS
S8.1 WOOD DETAILS
S8.2 WOOD DETAILS
Mechanical & Plumbing
MP0.0 MECHANICAL AND PLUMBING GENERAL NOTES,

SCHEDULES AND LEGEND
Mechanical

PROJECT DATA

BEACH STREET PUBLIC RESTROOMS

PROJECT TEAM

PROJECT INFORMATION

APPLICABLE CODES

SCOPE OF WORK PROJECT NOTES

ABBREVIATIONS SYMBOLS SHEET INDEX
120 Beach Street, Santa Cruz, CA, 95060

VICINITY MAP APPROVALS

REV DESCRIPTION DATE
PERMIT SUBMITTAL 05/01/23
1 PERMIT RE-SUBMITTAL 06/26/23
2 PERMIT RE-SUBMITTAL III 8/14/23

DOCUMENT INDEX ( AS REQUIRED BY THE CITY OF SANTA CRUZ) Permit #: B23-0209 Address #: 120 Beach Street Date: 5/1/2023 Document File Name Description
B23-0209_PL_23-0501.pdf Construction Drawings
B23-0209_SC_23-0501.pdf Structural Calculations
B23-0209_SI_23-0501.pdf Special Testing & Inspections
1 1
1 2
2 SANTA CRUZ BUILDING & SAFETY DIVISION PERMIT: B23-0209

12.4 4
4 2
2 1
1 3
3 10'-0 3/4"
8'-3 1/2"
A A
C C
D D 5'-0" 5'-7"
B B 9'-3 1/2" 4'-7 1/4" 9'-3 1/4" 18'-9" 23'-2" 23'-2"
34'-0 1/2"

02.00 02.02

02.01 02.03

02.04 02.05

02.01 02.07

02.01 02.11

3.1 3.1
C.1 C.1

02.04 02.03

02.04 02.03

02.04 (E) MEN'S RESTROOM
2 (E) WOMEN'S RESTROOM
1 (E) STORAGE
3 (E) PLUMBING CHASE
4 02.15

02.15 4'-2"
4'-10 1/2"
5'-3"
8'-4 1/2"
23'-1 3/4"
8'-4 1/4" 4'-0 1/4"
1'-9 1/2" 7'-10" 3'-10" 7'-9" 1'-11 1/2"

02.00 02.10

02.10 02.05

02.16 02.17

02.17 02.08
8'-3 1/2"

02.18 02.19

02.20 02.02 02.21

02.09 5
5 8'-0"

BEACH STREET SIDE

BEACH AND MUNICIPAL WHARF SIDE

02.25 02.24

DEMOLISH WALL / BEAM
(E) WINDOW TO REMAIN

DEMOLISH WINDOW

DEMOLISH DOOR, FRAME, AND

HARDWARE

DEMO (E) FLOORING DOWN TO

SUBSTRATE
MISC. DEMOLITION
(E) WALL TO REMAIN
Consultants
Architect
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.

Drawing Record

SHEET NOTES

KEYNOTES
LEGEND
Printed:

Project
Sheet
165 10th Street, Suite 100
San Francisco, CA 94103
415.346.4040 www.gelfand-partners.com
Client
F
REN. 8-31-23
NO. C29266
N

LAWRENCE
A T
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LIC
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NIA
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C
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I

CA L OF
E
A R CH

EDWARD SCHADT
F
REN. 8-31-23
NO. C29266
N

LAWRENCE
A T
O E
E
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LIC
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C
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CA L OF
E
A R CH

EDWARD SCHADT
8/15/2023 4:16:07 PM
8/15/2023 4:16:07 PM
A1.10

DEMO FLOOR
PLAN

BEACH STREET

RESTROOM
2220.00
Adjacent to 106 Beach Street
Santa Cruz, CA 95060
SCALE: 1/4" = 1'-0"

DEMOLITION FLOOR PLAN
1 02.00 DEMO (E) WOOD PRIVACY SCREEN AND BASE CURB

02.01 DEMO (E) DOORS AND DOOR FRAMES

02.02 DEMO (E) DRINKING FOUNTAIN & ASSOCIATED GUARD RAILS

02.03 DEMO ALL (E) TOILET AND URINAL PARTITIONS IN RESTROOMS

02.04 DEMO ALL (E) PLUMBING FIXTURES IN BATHROOMS

02.05 DEMO (E) CHASE WALLS TO BE REBUILT. TEMPORARILY SHORE

CEILING/ ROOF STRUCTURE

02.07 DEMO ALL (E) EXTERIOR SHOWER FIXTURES

02.08 DEMO (E) CERAMIC TILE WALL AT EXTERIOR SHOWER AREA

02.09 DEMO (E) BASE CURB AT SHOWER. CHIP CONCRETE TO (E) SLAB

02.10 DEMO (E) ROLL-UP CONCESSION WINDOWS & STAINLESS STEEL

COUNTER/ SHELF AT SILL

02.11 DEMO (E) CHAINLINK FENCE AND GATE

02.15 DEMO ALL (E) FINISHES IN RESTROOMS

02.16 (E) BOARDWALK TO REMAIN

02.17 (E) CONCRETE FLOOR TO REMAIN

02.18 REMOVE (E) BOLLARD

02.19 REMOVE (E) BOARDWALK SECTION AROUND TRASH ENCLOSURE

02.20 (E) PALM TREES

02.21 REMOVE (E) DOOR AND (E) WINDOW AND SECTION OF WALL FOR

NEW DOOR

02.24 EXTERIOR WALL TO REMAIN. REMOVE ALL FINISHES AND
SHEATHING. REFRAME AS REQUIRED WHERE DRY ROT OR MOLD
IS UNCOVERED. ASSUME 45% OF FRAMING TO BE REPLACED

02.25 EXTERIOR WALL TO REMAIN. SHORE/CRIB AS REQUIRED TO INSTALL NEW CONCRETE SILL CURB.

REV DESCRIPTION DATE
PERMIT SUBMITTAL 05/01/23
1 PERMIT RE-SUBMITTAL 06/26/23

1. 2.

3. ALL EXTERIOR WALLS TO REMAIN. REMOVE ALL FINISHES DOWN TO EXISTING STUDS. TEMPORARILY SHORE/CRIB TO INSTALL CONCRETE SILL CURB.

THIS BUILDING'S EXTERIOR WALL STUDS MAY HAVE DRY ROT OR ORTHER ISSUES. REFRAME AREAS AS REQUIRED TO REMOVE
COMPROMISED EXISTING FRAMING. ASSUME 45% REPLACEMENT.

COORDINATE WITH PLUMBING PLANS AND STRUCTURAL INSTRUCTIONS

FOR SLAB X-RAYING FOR ADDITION OF NEW PLUMBING PENETRATIONS IN (E) CONCRETE SLAB.
1 1
1 1

12.5 4
4 2
2 1
1 3
3 A A
C C
D D
B B

3.1 3.1
C.1 C.1

02.05 02.23
5 5

BEACH STREET SIDE

BEACH AND MUNICIPAL WHARF SIDE

02.26 02.26

DEMOLISH WALL / BEAM
(E) WINDOW TO REMAIN

DEMOLISH WINDOW

DEMOLISH DOOR, FRAME, AND

HARDWARE

DEMO (E) FLOORING DOWN TO

SUBSTRATE
MISC. DEMOLITION
(E) WALL TO REMAIN
Consultants
Architect
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.

Drawing Record

SHEET NOTES

KEYNOTES
LEGEND
Printed:

Project
Sheet
165 10th Street, Suite 100
San Francisco, CA 94103
415.346.4040 www.gelfand-partners.com
Client
F
REN. 8-31-23
NO. C29266
N

LAWRENCE
A T
O E
E
S T
LIC
ES D
IT
NIA
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C
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I

CA L OF
E
A R CH

EDWARD SCHADT
F
REN. 8-31-23
NO. C29266
N

LAWRENCE
A T
O E
E
S T
LIC
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IT
NIA
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C
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I

CA L OF
E
A R CH

EDWARD SCHADT
8/15/2023 4:16:09 PM
8/15/2023 4:16:09 PM
A1.20

DEMO REFLECTED

CEILING PLAN

BEACH STREET

RESTROOM
2220.00
Adjacent to 106 Beach Street
Santa Cruz, CA 95060
SCALE: 1/4" = 1'-0"

DEMO REFLECTED CEILING PLAN
1 02.05 DEMO (E) CHASE WALLS TO BE REBUILT. TEMPORARILY SHORE

CEILING/ ROOF STRUCTURE

02.23 (E) ROOF STRUCTURE TO REMAIN

02.26 REMOVE CHARRED LAYER OF BURNED WOOD. PREP FOR
PATCHING.

REV DESCRIPTION DATE
PERMIT SUBMITTAL 05/01/23
1 PERMIT RE-SUBMITTAL 06/26/23
2 PERMIT RE-SUBMITTAL III 8/14/23
1 2

12.6 4
4 2
2 1
1 3
3 A A
C C
D D
B B

3.1 3.1
C.1 C.1
34'-8 1/2"
23'-10"

02.12 02.14

02.22 4 1/2" / 12"
12'-1 3/4" 11'-8 1/4"
(E)

SKYLIGHT
(E)

SKYLIGHT
(E)

SKYLIGHT
(E)

SKYLIGHT
(E)

SKYLIGHT
(E)

SKYLIGHT

02.20 5
5 BEACH STREET SIDE

BEACH AND MUNICIPAL WHARF SIDE

02.13 TYP

DEMOLISH WALL / BEAM
(E) WINDOW TO REMAIN

DEMOLISH WINDOW

DEMOLISH DOOR, FRAME, AND

HARDWARE

DEMO (E) FLOORING DOWN TO

SUBSTRATE
MISC. DEMOLITION
(E) WALL TO REMAIN
Consultants
Architect
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.

Drawing Record

SHEET NOTES

KEYNOTES
LEGEND
Printed:

Project
Sheet
165 10th Street, Suite 100
San Francisco, CA 94103
415.346.4040 www.gelfand-partners.com
Client
F
REN. 8-31-23
NO. C29266
N

LAWRENCE
A T
O E
E
S T
LIC
ES D
IT
NIA
T
C
R
I

CA L OF
E
A R CH

EDWARD SCHADT
F
REN. 8-31-23
NO. C29266
N

LAWRENCE
A T
O E
E
S T
LIC
ES D
IT
NIA
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C
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I

CA L OF
E
A R CH

EDWARD SCHADT
8/15/2023 4:16:10 PM
8/15/2023 4:16:10 PM
A1.30

DEMO ROOF PLAN

BEACH STREET

RESTROOM
2220.00
Adjacent to 106 Beach Street
Santa Cruz, CA 95060
SCALE: 1/4" = 1'-0"

DEMOLITION ROOF PLAN
1 02.12 DEMO (E) ROOFING TILES, ROOFING AND MEMBRANES DOWN TO THE (E) T&G SHEATHING. (E) T&G SHEATHING SHALL REMAIN

02.13 REMOVE (E) SKYLIGHTS

02.14 DEMO (E) GSM FLASHING , GUTTERS, AND RAIN-WATER LEADERS

02.20 (E) PALM TREES

02.22 REMOVE (E) TRASH ENCLOSURE BELOW

REV DESCRIPTION DATE
PERMIT SUBMITTAL 05/01/23
1 PERMIT RE-SUBMITTAL 06/26/23
1 1

12.7 4
4 2
2 1
1 3
3 A A
C C
D D 10'-4" 9'-3 1/2" 5'-9" 8'-4 1/2" 2'-11 1/2" 9'-5" 23'-2" 5'-10"
2'-3 1/2" 4'-4 1/2"
B B 3'-6 1/2"
216 SF

MEN'S RESTROOM
2 243 SF

WOMEN'S RESTROOM
1 135 SF

STORAGE
3 76 SF

PLUMBING CHASE
4 3.1

3.1 C.1 C.1
A-2
A-3
A-4
A-1

08.03 08.01

08.03 4'-8 1/2"
4'-7 1/4"
3'-0"
4'-10 1/4"
4'-8 1/2"
3'-0"

22.01 22.02
5'-10" 17'-0"
6'-0" 1'-9 1/2" 2'-5" 5'-5" 3'-10" 7'-9" 1'-11 1/2"
1'-5 1/2"

08.01 A3.11
2 A3.11
1 A3.11
3 A3.11
4 02.20
5 A4.00
EQ EQ EQ EQ EQ EQ 5'-2"
EQ 1 EQ 1 EQ 1 EQ 1 EQ EQ 5'-2"
1 A4.00
3 A4.00
2 A4.00
4 A4.00
23'-11 3/4" 2'-8 1/4" 7'-4 1/2"
34'-0 1/2"
5 5

BEACH STREET SIDE

BEACH AND MUNICIPAL WHARF SIDE

02.20 5'-1"

10.02 10.02

22.03 10.03

10.03 10.05

10.04 5'-4"

CLR TYP
2'-6 1/2"
1 A4.01
2 A4.01

22.04 4
A9.04
1 A9.04
1 A9.04
1 A9.04

03.02 03.02

03.02 03.03

03.03 03.03

09.02 09.03

09.03 09.03

09.03 09.03

22.06 -
-
-
-

10.08 10.08
5' - 9"
1 A9.05
2 A9.05
2 A9.05

OPP HAND
1 A9.05
2 2
2 2
(E) WALL TO REMAIN
(N) WALL
(N) WINDOW
(N) WINDOW
(N) DOOR, FRAME, AND

HARDWARE
(N) CT-1 - 4" SQ. CERAMIC

TILE FLOORING
Consultants
Architect
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.

Drawing Record

SHEET NOTES

KEYNOTES
LEGEND
Printed:

Project
Sheet
165 10th Street, Suite 100
San Francisco, CA 94103
415.346.4040 www.gelfand-partners.com
Client
F
REN. 8-31-23
NO. C29266
N

LAWRENCE
A T
O E
E
S T
LIC
ES D
IT
NIA
T
C
R
I

CA L OF
E
A R CH

EDWARD SCHADT
F
REN. 8-31-23
NO. C29266
N

LAWRENCE
A T
O E
E
S T
LIC
ES D
IT
NIA
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C
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I

CA L OF
E
A R CH

EDWARD SCHADT
8/15/2023 4:16:12 PM
8/15/2023 4:16:12 PM
A2.10

PROPOSED

GROUND FLOOR
PLAN

BEACH STREET

RESTROOM
2220.00
Adjacent to 106 Beach Street
Santa Cruz, CA 95060
SCALE: 1/4" = 1'-0"

GROUND FLOOR PLAN
1 02.20 (E) PALM TREES

03.02 CONCRETE CURB, SEE ALSO STRUCTURAL DRAWINGS

03.03 (E) CONCRETE FLOOR - FILL ABANDONED PLUMBING

PENETRATIONS, SAND, & POLISH

08.01 PROVIDE DOOR AND HARDWARE, SEE SCHEDULE

08.03 PERFORATED STAINLESS STEEL DOOR, SEE DETAIL 6/A9.04

09.02 PROVIDE 2x2 CERAMIC TILE AT LOCATION OF DEMO'D TILE

09.03 FIBER REIFORCED PLASTIC PANELS OVER PLYWOOD - ALL

INTERIOR WALLS

10.02 EXTERIOR FORMED STEEL SCREEN PANEL ON 6"x8" CURB

10.03 FOLDING BABY CHANGING TABLE

10.04 PROVIDE TOILET PARTITIONS, TYP.

10.05 PROVIDE GRAB BAR, TYP.

10.08 ELECTRIC HAND DRYER, TYP.

22.01 PROVIDE TOILET, TYP. SEE ALSO PLUMBING DRAWINGS.

22.02 PROVIDE SHOWER, TYP. SEE ALSO PLUMBING DRAWINGS.

22.03 PROVIDE URINAL, TYP. SEE ALSO PLUMBING DRAWINGS

22.04 PROVIDE DRINKING FOUNTAIN WITH BOTTLE FILLER, TYP. SEE

ALSO PLUMBING DRAWINGS

22.06 PROVIDE LAVATORY, TYP. SEE ALSO PLUMBING DRAWINGS

REV DESCRIPTION DATE
PERMIT SUBMITTAL 05/01/23
1 PERMIT RE-SUBMITTAL 06/26/23
2 PERMIT RE-SUBMITTAL III 8/14/23

1. 2.

ALL EXTERIOR WALLS TO REMAIN. REMOVE ALL FINISHES DOWN TO EXISTING STUDS. TEMPORARILY SHORE/CRIB TO INSTALL CONCRETE SILL CURB.

THIS BUILDING'S EXTERIOR WALL STUDS MAY HAVE DRY ROT OR ORTHER ISSUES. REFRAME AREAS AS REQUIRED TO REMOVE COMPROMISED EXISTING FRAMING. ASSUME 45% REPLACEMENT. SEE ALSO
STRUCTURAL DRAWINGS.
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
2 2

FINISH SCHEDULE

LOCATION
FLOOR
WALL

BASE WALL

CEILING

ROOM NAME MATERIAL FINISH COMMENTSROOM NUMBER
1 WOMEN'S RESTROOM PC CC FRP (E) WD (E) (E) WOOD CEILING TO BE EXPOSED AS IS 2 MEN'S RESTROOM PC CC FRP (E) WD (E) (E) WOOD CEILING TO BE EXPOSED AS IS 3 STORAGE PC CC FRP (E) WD PT REPAIR FIRE DAMAGE AT WOOD CEILING

FINISH MATERIAL KEY
ABBREV. MATERIAL SPEC SECTION COMMENTS
CC CONCRETE CURB 03 30 00 NEW CONCRETE CURB - EXPOSED
(E) WD EXISTING STRUCTURAL WOOD CEILING N/A NONE
FRP FIBERGLASS REINFORCED PLASTIC 09 77 20 NONE
(E) EXISTING FINISH N/A NONE
PC POLISHED CONCRETE 03 36 00 NONE
PT PAINT 09 90 00 SEMI-GLOSS
2 12.8
4 4
2 2
1 1
3 3
A A
C C
D D
B B

3.1 3.1
C.1 C.1

06.01 08.02

06.00 5
A4.00
1 A4.00
3 A4.00
2 A4.00
4 A4.00
5 5

BEACH STREET SIDE

BEACH AND MUNICIPAL WHARF SIDE
1 A4.01
2 A4.01

09.04 09.04
2 (E) WALL TO REMAIN
(N) WALL
(N) WINDOW
(N) WINDOW
(N) ROOF
Consultants
Architect
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.

Drawing Record

SHEET NOTES

KEYNOTES
LEGEND
Printed:

Project
Sheet
165 10th Street, Suite 100
San Francisco, CA 94103
415.346.4040 www.gelfand-partners.com
Client
F
REN. 8-31-23
NO. C29266
N

LAWRENCE
A T
O E
E
S T
LIC
ES D
IT
NIA
T
C
R
I

CA L OF
E
A R CH

EDWARD SCHADT
F
REN. 8-31-23
NO. C29266
N

LAWRENCE
A T
O E
E
S T
LIC
ES D
IT
NIA
T
C
R
I

CA L OF
E
A R CH

EDWARD SCHADT
8/15/2023 4:16:14 PM
8/15/2023 4:16:14 PM
A2.20

REFLECTED

CEILING PLAN

BEACH STREET

RESTROOM
2220.00
Adjacent to 106 Beach Street
Santa Cruz, CA 95060
SCALE: 1/4" = 1'-0"

CEILING PLAN
1 06.00 1x4 T&G WOOD SHEATHING TO REMAIN

06.01 (E) WOOD BEAMS TO REMAIN

08.02 ACRYLIC DOME SKYLIGHT ON INTEGRAL ALUMINUM CURB AT (E) OPENING, TYP.

09.04 PATCH BURN AREA WITH FILLER.

REV DESCRIPTION DATE
PERMIT SUBMITTAL 05/01/23
1 PERMIT RE-SUBMITTAL 06/26/23
2 PERMIT RE-SUBMITTAL III 8/14/23

1. 2.

ALL EXTERIOR WALLS TO REMAIN. REMOVE ALL FINISHES DOWN TO EXISTING STUDS. TEMPORARILY SHORE/CRIB TO INSTALL CONCRETE SILL CURB.

THIS BUILDING'S EXTERIOR WALL STUDS MAY HAVE DRY ROT OR ORTHER ISSUES. REFRAME AREAS AS REQUIRED TO REMOVE COMPROMISED EXISTING FRAMING. ASSUME 45% REPLACEMENT. SEE ALSO
STRUCTURAL DRAWINGS.
1 12.9
4 4
2 2
1 1
3 3
A A
C C
D D
B B

3.1 3.1
C.1 C.1
A3.11
2 A3.11
1 A3.11
3 A3.11
4 07.00
1 A4.00
3 A4.00
2 A4.00
4 A4.00
5 5

BEACH STREET SIDE

BEACH AND MUNICIPAL WHARF SIDE
4 A9.01
2 A9.01
3 A9.01
6 A9.01
5 A9.01

02.20 02.20

08.02 07.00

07.01 Consultants
Architect
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.

Drawing Record

SHEET NOTES

KEYNOTES
LEGEND
Printed:

Project
Sheet
165 10th Street, Suite 100
San Francisco, CA 94103
415.346.4040 www.gelfand-partners.com
Client
F
REN. 8-31-23
NO. C29266
N

LAWRENCE
A T
O E
E
S T
LIC
ES D
IT
NIA
T
C
R
I

CA L OF
E
A R CH

EDWARD SCHADT
F
REN. 8-31-23
NO. C29266
N

LAWRENCE
A T
O E
E
S T
LIC
ES D
IT
NIA
T
C
R
I

CA L OF
E
A R CH

EDWARD SCHADT
8/15/2023 4:16:15 PM
8/15/2023 4:16:15 PM
A2.30

ROOF PLAN

BEACH STREET

RESTROOM
2220.00
Adjacent to 106 Beach Street
Santa Cruz, CA 95060
SCALE: 1/4" = 1'-0"

ROOF PLAN
1 REV DESCRIPTION DATE
PERMIT SUBMITTAL 05/01/23
1 PERMIT RE-SUBMITTAL 06/26/23

02.20 (E) PALM TREES
1 12.10

GROUND LEVEL
0"
T.O. EXT. WALL
7' - 4"
T.O. ROOF
11' - 6 1/2"
A B C.1 C D
6"

10.02 10.02

BEACH AND

MUNICIPAL WHARF

BEACH STREET

AND SIDEWALK

07.02 07.02

GROUND LEVEL
0"
T.O. EXT. WALL
7' - 4"
1 2 4
T.O. ROOF
11' - 6 1/2"
3 3.1

12.01 2' - 0" 27' - 9 9/16"

12.02 4' - 0" 4' - 10"
5' - 10 5/8" 9"
5 10.02

07.02 IN FRONT OF

SHOWER AREA
0"
8 A9.04

03.05 (N) MURAL / ART

GROUND LEVEL
0"
T.O. EXT. WALL
7' - 4"
4 2 1
T.O. ROOF
11' - 6 1/2"

3.1 3
2' - 0"
6"

12.01 12.02
19' - 0"
5' - 4 1/2"
5 10.02

07.02 GROUND LEVEL
0"
T.O. EXT. WALL
7' - 4"
T.O. ROOF
11' - 6 1/2"
D C C.1 B A

12.01 12.02
15' - 3" 2' - 0"
6' - 1 1/2"
9"

BEACH STREET

AND SIDEWALK

BEACH AND

MUNICIPAL WHARF

10.02 10.02
7' - 10"

10.09 8
A9.04
Consultants
Architect
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.

Drawing Record

SHEET NOTES

KEYNOTES
LEGEND
Printed:

Project
Sheet
165 10th Street, Suite 100
San Francisco, CA 94103
415.346.4040 www.gelfand-partners.com
Client
F
REN. 8-31-23
NO. C29266
N

LAWRENCE
A T
O E
E
S T
LIC
ES D
IT
NIA
T
C
R
I

CA L OF
E
A R CH

EDWARD SCHADT
F
REN. 8-31-23
NO. C29266
N

LAWRENCE
A T
O E
E
S T
LIC
ES D
IT
NIA
T
C
R
I

CA L OF
E
A R CH

EDWARD SCHADT
8/15/2023 4:16:17 PM
8/15/2023 4:16:17 PM
A3.11

EXTERIOR

BUILDING

ELEVATIONS

BEACH STREET

RESTROOM
2220.00
Adjacent to 106 Beach Street
Santa Cruz, CA 95060
SCALE: 1/4" = 1'-0"

BUILDING ELEVATION - WEST
1 SCALE: 1/4" = 1'-0"
BUILDING ELEVATION - SOUTH 2

03.05 (N) 1'-6" HT CONCRETE WALL AT SHOWER AREA

07.02 STAINLESS STEEL GUTTER AND RAINWATER LEADER, TYP

10.02 EXTERIOR FORMED STEEL SCREEN PANEL ON 6"x8" CURB

10.09 PAINTED ALUMINUM BUILDING SIGN LETTERS. 6" TALL x 1" THICK.

ANCHOR TO WALL WITH THRU-BOLTS.

12.01 (N) MURAL / ART

12.02 ALIGN TOP OF (N) MURAL / ART WITH TOP OF DOOR FRAME SCALE: 1/4" = 1'-0"
BUILDING ELEVATION - NORTH 3
SCALE: 1/4" = 1'-0"

BUILDING ELEVATION - EAST
4 REV DESCRIPTION DATE
PERMIT SUBMITTAL 05/01/23
1 PERMIT RE-SUBMITTAL 06/26/23
2 PERMIT RE-SUBMITTAL III 8/14/23
1 1
1 12.11

GROUND LEVEL
0"
T.O. EXT. WALL
7' - 4"
1 2 4
T.O. ROOF
11' - 6 1/2"
3 3.1
3 A4.00
2 A4.00
4 A4.00
5 22.01

10.05 10.04

08.02 02.24

06.01 1
A4.01

22.06 1
1 1
1 1
1 GROUND LEVEL
0"
T.O. EXT. WALL
7' - 4"
T.O. ROOF
11' - 6 1/2"
D 1 C C.1 B A
A4.00

BEACH STREET

AND SIDEWALK

BEACH AND

MUNICIPAL WHARF
5 A4.00

08.02 02.24
1 A4.01
2 A4.01

GROUND LEVEL
0"
T.O. EXT. WALL
7' - 4"
T.O. ROOF
11' - 6 1/2"
A B C.1 C D
1 A4.00

BEACH STREET

AND SIDEWALK

BEACH AND

MUNICIPAL WHARF
4 A9.01
6 A9.01

08.02 06.01

02.24 22.01

22.03 1
A4.01
2 A4.01

GROUND LEVEL
0"
T.O. EXT. WALL
7' - 4"
D
1 A9.01
2 A9.01
5 A9.01

08.02 GROUND LEVEL
0"
T.O. EXT. WALL
7' - 4"
4 T.O. ROOF
11' - 6 1/2"
3 A9.01
1 A9.01

08.02 02.24

06.01 Consultants
Architect
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.

Drawing Record

SHEET NOTES

KEYNOTES
LEGEND
Printed:

Project
Sheet
165 10th Street, Suite 100
San Francisco, CA 94103
415.346.4040 www.gelfand-partners.com
Client
F
REN. 8-31-23
NO. C29266
N

LAWRENCE
A T
O E
E
S T
LIC
ES D
IT
NIA
T
C
R
I

CA L OF
E
A R CH

EDWARD SCHADT
F
REN. 8-31-23
NO. C29266
N

LAWRENCE
A T
O E
E
S T
LIC
ES D
IT
NIA
T
C
R
I

CA L OF
E
A R CH

EDWARD SCHADT
8/15/2023 4:16:20 PM
8/15/2023 4:16:20 PM
A4.00

BUILDING AND

WALL SECTIONS

BEACH STREET

RESTROOM
2220.00
Adjacent to 106 Beach Street
Santa Cruz, CA 95060

02.24 EXTERIOR WALL TO REMAIN. REMOVE ALL FINISHES AND
SHEATHING. REFRAME AS REQUIRED WHERE DRY ROT OR MOLD
IS UNCOVERED. ASSUME 45% OF FRAMING TO BE REPLACED

06.01 (E) WOOD BEAMS TO REMAIN

08.02 ACRYLIC DOME SKYLIGHT ON INTEGRAL ALUMINUM CURB AT (E) OPENING, TYP.

10.04 PROVIDE TOILET PARTITIONS, TYP.

10.05 PROVIDE GRAB BAR, TYP.

22.01 PROVIDE TOILET, TYP. SEE ALSO PLUMBING DRAWINGS.

22.03 PROVIDE URINAL, TYP. SEE ALSO PLUMBING DRAWINGS

22.06 PROVIDE LAVATORY, TYP. SEE ALSO PLUMBING DRAWINGS SCALE: 1/4" = 1'-0"

SECTION - NORTH
1 SCALE: 1/4" = 1'-0"

SECTION - WEST
2 SCALE: 1/4" = 1'-0"

SECTION - EAST
3 SCALE: 1" = 1'-0"
WALL SECTION 1 5 SCALE: 1" = 1'-0"
WALL SECTION 3 4

REV DESCRIPTION DATE
PERMIT SUBMITTAL 05/01/23
1 PERMIT RE-SUBMITTAL 06/26/23

12.12 GROUND LEVEL
0"
T.O. EXT. WALL
7' - 4"

10.04 22.01

10.05 2'-3"
2'-8"
3'-4"
4'-1 1/2"
5'-9 1/2"

22.06 10.07

10.06 GROUND LEVEL
0"
T.O. EXT. WALL
7' - 4"

22.03 Consultants
Architect
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.

Drawing Record

SHEET NOTES

KEYNOTES
LEGEND
Printed:

Project
Sheet
165 10th Street, Suite 100
San Francisco, CA 94103
415.346.4040 www.gelfand-partners.com
Client
F
REN. 8-31-23
NO. C29266
N

LAWRENCE
A T
O E
E
S T
LIC
ES D
IT
NIA
T
C
R
I

CA L OF
E
A R CH

EDWARD SCHADT
F
REN. 8-31-23
NO. C29266
N

LAWRENCE
A T
O E
E
S T
LIC
ES D
IT
NIA
T
C
R
I

CA L OF
E
A R CH

EDWARD SCHADT
8/15/2023 4:16:21 PM
8/15/2023 4:16:21 PM
A4.01

INTERIOR

ELEVATIONS

BEACH STREET

RESTROOM
2220.00
Adjacent to 106 Beach Street
Santa Cruz, CA 95060
SCALE: 1/2" = 1'-0"

ENLARGED SECTION - WOMEN'S RESTROOM
1 REV DESCRIPTION DATE
1 PERMIT RE-SUBMITTAL 06/26/23

10.04 PROVIDE TOILET PARTITIONS, TYP.

10.05 PROVIDE GRAB BAR, TYP.

10.06 PROVIDE STAINLESS STEEL MIRROR, TYP.

10.07 PROVIDE SOAP DISPENSER, TYP.

22.01 PROVIDE TOILET, TYP. SEE ALSO PLUMBING DRAWINGS.

22.03 PROVIDE URINAL, TYP. SEE ALSO PLUMBING DRAWINGS

22.06 PROVIDE LAVATORY, TYP. SEE ALSO PLUMBING DRAWINGS SCALE: 1/2" = 1'-0"

ENLARGED SECTION - MEN'S RESTROOM
2 1. SEE SHEET A9.02 FOR MOUNTING HEIGHT OF TOILET ROOM ACCESSORIES 1 12.13
B

SEE SCHEDULE

SEE SCHEDULE
A
A

SEE SCHEDULE
3" SEE SCHEDULE
3" 3"

BATT INSULATION

CONT ALUMINUM DRIP
7/8" CEMENT PLASTER o/ METAL LATH - TYP

SCHEDULED DOOR

HOLLOW METAL DOOR FRAME

WD HEADER - SSD
INJECT GROUT @ ALL EXT. HM FRAMES, TYP.
5/8" GYP BOARD

BATT INSULATION
1/2" PLYWOOD SHEATHING - SSD FOR LOCATIONS

OF SHEAR WALL & DOUBLE-PLY WALLS
(2) LAYERS BLDG PAPER - LAP OVER DOOR
FRAME WEATHER FLANGE & "J" MOLD
CONT ALUMINUM "J" MOLD
7/8" CEMENT PLASTER o/ METAL LATH - TYP
3/8" CONT SEALANT JOINT

SCHEDULED DOOR

HOLLOW METAL DOOR FRAME W/ NALING
FLANGE - TYP @ EXTERIOR DOORS - FILL

CAVITY W/ GROUT, INJECTED

WD FRAMING - SSD
1 7/8" 1 7/8" VARIES
1/2" MAX
1/4" MAX PER 11B303.3
1/2" RISE TO 1" RUN MAX RATIO, TYP
PEMKO [PROFILE #2727A] THRESHOLD SADDLE
FOR 1/4" OFFSET. FASTEN TO CONC W/ 1/4"
EXPANSION SCREWS @ 9"OC W/ 3" MIN EMBED

FLOOR FINISH PER SCHEDULE

SEALANT JOINT

CONC SLAB

CONC LANDING
1/4" MAX PER 11B303.3
2 1
Consultants
Architect
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.

Drawing Record
Printed:

Project
Sheet
165 10th Street, Suite 100
San Francisco, CA 94103
415.346.4040 www.gelfand-partners.com
Client
F
REN. 8-31-23
NO. C29266
N

LAWRENCE
A T
O E
E
S T
LIC
ES D
IT
NIA
T
C
R
I

CA L OF
E
A R CH

EDWARD SCHADT
F
REN. 8-31-23
NO. C29266
N

LAWRENCE
A T
O E
E
S T
LIC
ES D
IT
NIA
T
C
R
I

CA L OF
E
A R CH

EDWARD SCHADT
8/15/2023 4:16:22 PM
8/15/2023 4:16:22 PM
A8.10

DOOR SCHEDULE

AND DETAILS

BEACH STREET

RESTROOM
2220.00
Adjacent to 106 Beach Street
Santa Cruz, CA 95060

REV DESCRIPTION DATE
1 PERMIT RE-SUBMITTAL 06/26/23

DOOR SCHEDULE

DOOR FRAME
HDWR
H
PANIC

SIGNAGE

MARK TYPE VERBIAGE COMMENTS
ROOM

NUMBER ROOM NAME
TYPE

DOOR INT/EXT FIRE RATING WIDTH HEIGHT THICKNESS MATERIAL FINISH GLAZING FRAME TYPE FRAME

MATERIAL
FRAME
FINISH F. GLAZING

DETAILS

HEAD JAMB THRESHOLD
A-1 1 WOMEN'S

RESTROOM
A Exterior 3' - 0" 6' - 8" 1 3/4" SST 316 N A SST 316 N 1/A8.10 2/A8.10 3/A8.10 SEE 6/A9.04 3/A9.03 & 1E/A9.03 WOMEN SEE 2/A9.03 FOR SIGN LOCATIONS A-2 2 MEN'S

RESTROOM
A Exterior 3' - 0" 6' - 8" 1 3/4" SST 316 N A SST 316 N 1/A8.10 2/A8.10 3/A8.10 SEE 6/A9.04 3/A9.03 & 1E/A9.03 MEN SEE 2/A9.03 FOR SIGN LOCATIONS A-3 3 STORAGE B Exterior 3' - 0" 6' - 8" 1 3/4" SST 316 N A SST 316 N 1/A8.10 2/A8.10 3/A8.10 3/A9.03 STORAGE SEE 2/A9.03 FOR SIGN LOCATIONS A-4 4 PLUMBING
CHASE
B Interior 2' - 6" 7' - 0" 1 3/4" SST 316 N A SST 316 N 1/A8.10 2/A8.10 3/A8.10 3/A9.03 CHASE SEE 2/A9.03 FOR SIGN LOCATIONS SCALE: 1/4" = 1'-0" ?

DOOR TYPES
SCALE: 1/4" = 1'-0" ?

DOOR FRAMES
SCALE: NTS
EXT HM DOOR HEAD @ CP
SCALE: NTS 1
EXT HM DOOR JAMB @ CP
SCALE: NTS 2
EXTERIOR DOOR THRESHOLD 3
1 1
1 1

12.14 2x10 REDWOOD FASCIA

TITANIUM ZINC STANDING SEAM

ROOF PANEL

VENT MATT BY ROOFING MFR

TITANIUM ZINC STARTER FLASHING

CONTINUOUS SUPPORT ANGLE BY

ROOFING MFR
1/2" PLYWOOD - SSD
(E) TONGUE AND GROVE SHEATHING
7/8" CEMENT PLASTER ON LATH
OVER (2) LAYERS BLDG PAPER
OVER SELF-ADHERED WATERRESISTIVE AIR BARRIER - PROVIDE CONT. J-MOLD AT TOP
2x BLOCKING
1/2" PLYWOOD - SSD

DBL TOP PLATE - SSD
1/2" PLYWOOD INTERIOR
SHEATHING W/ 1/8" FRP ON TOP

SELF-ADHERED

UNDERLAYMENT MEMBRANE

TITANIUM ZINC STANDING

SEAM PANEL

VENT MATT BY ROOFING MFR

TITANIUM ZINC STARTER

FLASHING
1/2" PLYWOOD - SSD
(E) TONGUE AND GROVE

SHEATHING

SELF-ADHERED

UNDERLAYMENT MEMBRANE
3/4" TO 1"
4" MIN

FOLDED BREADPAN END

DOUBLE STANDING SEAM

METAL ROOFING
1/2" PLYWOOD
(E) 3/4" TONGUE AND GROOVE

SHEATHING ASSEMBLY

BLOCKING
2"X6" DBL TOP PLATE

PROVIDE VENT HOLES ( - SSD) ADD

INSECT SCREEN AT EACH SIDE
1x10 WOOD TRIM AT TOP OF
CEMENT PLASTER. PROVIDE VENT

HOLES AS SHOWN
7/8" CEMENT PLASTER ON LATH OVER
(2) LAYERS BLDG PAPER OVER SELFADHERED WATER-RESISTIVE AIR

BARRIER
1/2" PLYWOOD
1/8" FIBER-REINFORCED PLASTIC
14 GAUGE CONT GSM DRIP EDGE

VENT MATT BY ROOFING MFR

CONTINUOUS SUPPORT ANGLE

BY ROOFING MFR

SELF-ADHERED

UNDERLAYMENT MEMBRANE

STARTER FLASHING BY ROOFING MFR

FOLDED SEAM END TAB ROOFING MFR

TITANIUM ZINC GUTTER & LEAF

GUARD BY ROOFING MFR
10"
4" MIN

FASTENER

STAINLESS STEEL CLIP

TITANIUM ZINC

FLASHING
SOLDER 6" O.C.

CLEAT BY ROOF MFR

VENT MATT BY

ROOFING MFR

SELF-ADHERED

UNDERLAYMENT

MEMBRANE
"FLATTENED" SEAM
1/2" PLYWOOD - SSD
(E) TONGUE AND

GROVE SHEATHING
1/2" PLYWOOD SHEATHING - SSD
7/8" CEMENT PLASTER ON LATH
OVER (2) LAYERS BLDG PAPER
OVER SELF-ADHERED WATERRESISTIVE AIR BARRIER

EXT INT

EXPANSION BOLT - SSD
3X PRESSURE TREATED SILL

PLATE - SEE WALL TYPE FOR

WIDTH & SSD
1/2" PTDF PLYWOOD

GSM DRIP EDGE - SEAL AS
SHOWN

CONT SEALANT JOINT
SSD
1 1/2"
1 1/2"
7 1/2"

SEALANT

PIPE CLAMP

TITANIUM ZINC SHROUD

PROVIDE GAP BETWEEN PIPE

COVER AND VENT TO ALLOW

FOR THERMAL EXPANSION

AND CONTRACTION OF PANEL

TITANIUM ZINC PIPE COVER

SELF-ADHERED

UNDERLAYMENT MEMBRANE

VENT PIPE

TITANIUM ZINC STANDING

SEAM ROOF PANEL

SOLDERED JOINT

VENT MATT BY ROOFING MRF
1/2" PLYWOOD OVER (E) TONGUE

AND GROVE SHEATHING - SSD
10"
4" MIN

FASTENER

TITANIUM ZINC SEAM PANEL

STAINLESS STEEL CLIP

VENT MATT BY ROOFING MFR

SELF-ADHERED

UNDERLAYMENT MEMBRANE
1/2" PLYWOOD OVER (E) TONGUE

AND GROOVE SHEATHING - SSD
SOLDERED 6" O.C.

TITANIUM ZINC CLEAT

TITANIUM ZINC CRICKET
10°
3"
30°

EXTERIOR WALL
18 GA. GSM OUTLET TUBE @
LEADER
3", 4", OR 5" Ø GALV. STL. SCHED.
40 PIPE DOWNSPOUT. MITERED &
WELDED JOINTS.

CONNECT TO STORM SYSTEM

WHERE NOTED ON PLANS - SEE

ALSO CIVIL DRAWINGS
PROVIDE "T" FITTING AT BASE
FOR CLEAN-OUT. SEE ALSO
CIVIL DRAWINGS.
*
12" MAX OF 18 GAUGE OUTLET
TO TOP OF SCHEDULE 40
VERTICAL RWL.

FIELD WELD RWL BRACKETS TO
SCHED 40 PIPE - TYP
2" MIN
3"
3/4" 3/4"
3 1/4"
1/8"
3", 4", OR 5" Ø SCHEDULE 40 DOWNSPOUT
#20 x 4" F.H.W.S., GALV. - (2) PER

BRACKET THRU PLYWOOD SHEATHING

TO WD STUDS
(2) LAYERS BLDG PAPER OVER SELF-ADHERED

WATER-RESISTIVE AIR BARRIER

FULLY SET IN SEALANT BED
2" x 3" x 1/4" GALV. STL. BENT PLATE - 3"
LONG
7/8" CEMENT PLASTER o/ METAL LATH
(2) 1/2" Ø HOLES
1/2" PLYWOOD SHEATHING
NOTE: SEE DETAIL 12/A10.07 FOR FURTHER

INFORMATION
Consultants
Architect
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.

Drawing Record
Printed:

Project
Sheet
165 10th Street, Suite 100
San Francisco, CA 94103
415.346.4040 www.gelfand-partners.com
Client
F
REN. 8-31-23
NO. C29266
N

LAWRENCE
A T
O E
E
S T
LIC
ES D
IT
NIA
T
C
R
I

CA L OF
E
A R CH

EDWARD SCHADT
F
REN. 8-31-23
NO. C29266
N

LAWRENCE
A T
O E
E
S T
LIC
ES D
IT
NIA
T
C
R
I

CA L OF
E
A R CH

EDWARD SCHADT
8/15/2023 4:16:24 PM
8/15/2023 4:16:24 PM
A9.01

ROOF DETAILS

BEACH STREET

RESTROOM
2220.00
Adjacent to 106 Beach Street
Santa Cruz, CA 95060
SCALE: NTS

ROOF RAKE
3 SCALE: NTS

RIDGE / HIP DETAIL
4 SCALE: NTS

EAVE DETAIL
SCALE: NTS 2

SKYLIGHT SILL DETAIL
5 SCALE: NTS

EXT CEMENT PLASTER WALL - TYP CURB
SCALE: 3" = 1'-0" 1
VENT PIPE PENETRATION 7
SCALE: NTS

SKYLIGHT HEAD DETAIL
6 SCALE: 3" = 1'-0"
RAIN WATER LEADER 8
SCALE: 6" = 1'-0"
RAIN WATER LEADER AT WALL 9

REV DESCRIPTION DATE
PERMIT SUBMITTAL 05/01/23
1 PERMIT RE-SUBMITTAL 06/26/23
2 PERMIT RE-SUBMITTAL III 8/14/23
1 2
2 2
2 2
2 2
2 12.15

OPERABLE PART
TO
OPER

ABLE PA
RT
40" M

AX ADULT

HAND-DRYER, RECESSED
[4" MAX FROM F.O. WALL]

SANITARY NAPKIN

DISPENSER,

RECESSED

SOAP DISPENSER,

W/ SOAP CONTAINER,

RECESSED

GRAB BARS PAPER TOWEL DISPENSER,

WASTE RECEPTACLE

SEMI-RECESED
TO
OPER

ABLE PA
RT
40" M
AX

TO TOP OF BA
R
33" - 36"
27" M
8"
IN
29" MIN
34" M
AX
6"
9" MIN
TOE

CLEARENCE

HOT AND COLD WATER SUPPLY

AND WASTE PIPE INSULATED

AT ALL LAVATORIES
36" M
AX
19" MIN
19" MIN TO
OUTLET
ALARM
15" MIN

THERMOSTATS

LIGHT SWITCHES

PULL STATIONS

OUTLETS
48" M
AX
6'-0 1/2"

FIRE EXTINGUISHER
4'-0" M
A
X.

ACCESSIBLE TOILET

TOILET ISSUE DISPENSER, SEMI-RECESSED
7" - 9"
36" SS GRAB BAR
1'-5 1/2"
6"
4'-6"

SEMI-RECESSED TOILET
TISSUE DISPENSER (3"MAX
FROM F.O. WALL)
42" MIN. SST GRAB BAR.

SEE A10.01 FOR MOUNTING

TOILET TISSUE DISPENSER
3'-0"
TO
OPER

ABLE PA
RT
40" M
AX
T.O. SEAT
17" - 19"
7" - 9"

TOILET SEAT COVER

DISPENSER,

RECESSED

GRAB BARS AT

ACCESSIBLE TOILET
2'-0"
1'-6"

BOTTOM OF

MIRRORED SURFACE
O

VER LAV
O
R
C
OUNTER
40" M
AX
GRAB BAR PLAN LAY OUT SURFACE MOUNTED MIRROR ADULTNOTE: SEE 2/A9.04 FOR TYPICAL BLOCKING.

PROVIDE BLOCKING AS REQUIRED FOR
INSTALLATION OF ACCESSORIES.

TOILET TISSUE DISPENSER,
SEMI-RECESSED, 3" MAX F.O. WAll
.

MISCELLANEOUS
(THERMOSTATS, LIGHT SWITCHES, OUTLETS,

MANUAL PULL STATIONS, VISUAL/AUDIBLE ALARMS)
1 1/2" CLR
MIN 2'-0"

SANITARY NAPKIN DISPOSAL
1'-5" MIN.

LAVATORY

TO CABINET DOOR LATCH
35" MAX AT OTHER

LOCATIONS
24" MIN
11" MIN
12" MIN 24" MIN

URINALS

STANDARD AND ADA MOUNTING HEIGHTS

SANITARY NAPKIN

DISPENSER
40" M
AX.
1'-6"
1'-5" M
AX
1'-1 1/2" MIN
4'-0" M
AX TO
V
ALVE
1'-3" MIN
1'-5"

URINAL PARTITION
MIN
1'-0"
5'-0" MIN A F. F. .
6" MIN PER CBC 1210.3.2
2'-0"
12" MAX 3'-6" MIN
Consultants
Architect
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.

Drawing Record
Printed:

Project
Sheet
165 10th Street, Suite 100
San Francisco, CA 94103
415.346.4040 www.gelfand-partners.com
Client
F
REN. 8-31-23
NO. C29266
N

LAWRENCE
A T
O E
E
S T
LIC
ES D
IT
NIA
T
C
R
I

CA L OF
E
A R CH

EDWARD SCHADT
F
REN. 8-31-23
NO. C29266
N

LAWRENCE
A T
O E
E
S T
LIC
ES D
IT
NIA
T
C
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CA L OF
E
A R CH

EDWARD SCHADT
8 1/ 5 2/ 023 4 1: 6 2: 5 PM
8/15/2023 4:16:25 PM
A9.02
TYP.

ACCESSIBILITY

DETAILS

BEACH STREET

RESTROOM
2220.00
Adjacent to 106 Beach Street
Santa Cruz, CA 95060
SCALE: NTS

FIXTURE AND ACCESSORY MOUNTING HEIGHTS - TYP
1 REV DESCRIPTION DATE
PERMIT SUBMITTAL 05/01/23
1 PERMIT RE-SUBMITTAL 06/26/23
1 1
1 12.16
6" SQ
3"
INTERNATIONAL SYMBOL OF ACCESSIBILITY 48" AFF @ MAIN ENTRY TYPE 1-H
TYPE 1-G

DIRECTIONAL SIGNAGE
5"
8"
1/4"

TACTILE LETTERS

SIGN FACE

DOOR OR WALL

TYPICAL SIGN - SIDE VIEW
SIGNAGE GENERAL NOTES PER CBC 11B-703:

GENERAL NOTES FOR TACTILE SIGNS:

1. ALL SYMBOLS AND LETTERS TO BE RAISED MIN. 1/32" (0.794 mm) ABOVE SIGN/PLAQUE SURFACE TYP., TEXT TO BE SANS-SERIF-UPPERCASE ACCOMPANIED BY CALIFORNIA CONTRACTED GRADE 2 BRAILLE.

2. ALL SYMBOLS AND LETTERS TO HAVE A COLOR WHICH CONTRASTS WITH SIGN BACKGROUND COLOR THAT MUST BE 70% MINIMUM AND HAVE A NON-GLARE FINISH.

3. ALL SIGNS TO HAVE A COLOR WHICH CONTRASTS WITH DOOR COLOR.

4. ALL PLAQUES TO HAVE A COLOR WHICH CONTRASTS WITH WALL ADJACENT TO LATCH SIDE OF DOOR.

5. REFER TO PLAN SHEET FOR SIGN/PLAQUE LOCATION INFO.

6. WHERE GLAZING OCCURS ADJACENT TO DOOR, ATTACH PLAQUE WITH ADHESIVE TO GLAZING.

7. RAISED CHARACTERS SHALL BE A MINIMUM OF 5/8 INCH (15.9 mm) AND A MAXIMUM OF 2 INCHES (51 mm) HIGH.

8. RAISED CHARACTERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO OF BETWEEN 60% AND 110% AND A STROKE WIDTH-TO-HEIGHT RATIO of 15% MAX. PER 11B - 703.2.4

9. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED IN OTHER PORTIONS OF THESE STANDARDS. DOTS SHALL BE 1/10 INCH (2.54 MM) ON CENTERS IN EACH CELL WITH 2/10-INCH (5.08 MM) SPACE BETWEEN

CELLS, MEASURED FROM THE SECOND COLUMN OF DOTS IN THE FIRST CELL TO THE FIRST COLUMN OF DOTS IN THE SECOND CELL. DOTS SHALL BE RAISED A MINIMUM OF 1/40 INCH (0.635 MM) ABOVE THE BACKGROUND. BRAILLE DOTS SHALL BE DOMED OR ROUNDED. BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT IN A HORIZONTAL FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTILINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT.

BRAILLE SHALL BE SEPARATED 3/8 INCH (9.5 MM) MINIMUM AND 1/2 INCH (12.7 MM) MAXIMUM FROM ANY OTHER TACTILE CHARACTERS AND 3/8 INCH (9.5 MM) MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS. PER 11B - 703.3.1

ROUNDED OR DOMED CALIFORNIA BRAILLE DOTS, EACH DISTINCT AND SEPARATE.

DOTS WITH STRAIGHT SIDES AND FLAT TOPS ARE NOT READABLE FOR MANY BRAILLE USERS.

10. BRAILLE SHALL BE POSITIONED BELOW CORRESPONDING TEXT IN A HORIZONTAL FORMAT, FLUSH LEFT, OR CENTERED. IF TEXT IS MULTI-LINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT.

11. MOUNT ALL TACTILE SIGNS PER DETAIL 3/A9.03

12. SIGNS TO BE FIELD INSPECTED PER CBC 11B-703.1.1

13. SIGNS AND IDENTIFICATION DEVICES SHALL BE FIELD INSPECTED AFTER

INSTALLATION AND APPROVED BY THE ENFORCING AGENCY PRIOR TO THE ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY PER CHAPTER 1, DIVISION II, SECTION 111, OR FINAL APPROVAL WHERE NO CERTIFICATE OF OCCUPANCY IS ISSUED. THE INSPECTION SHALL INCLUDE, BUT NOT BE LIMITED TO, VERIFICATION

THAT BRAILLE DOTS AND CELLS ARE PROPERLY SPACED AND THE SIZE,

PROPORTION AND TYPE OF RAISED CHARACTERS ARE IN COMPLIANCE WITH THESE REGULATIONS. CBC §11B-703.1.1.2.

WOMEN

A - ROOM NAME (LATCH SIDE OF DOOR)

TYPICAL FEMALE RESTROOM SIGN - FRONT VIEW
TYPE E

B - GEOMETRIC SYMBOL
(ON DOOR AT ACCESSIBLE RESTROOMS ONLY)

A - ROOM NAME (LATCH SIDE OF DOOR)

TYPICAL MALE RESTROOM SIGN - FRONT VIEW

B - GEOMETRIC SYMBOL
(ON DOOR AT ACCESSIBLE RESTROOMS ONLY)
MEN
TYPE F
10" SQ
6" 1"
3/8"
3/8"
1" 6"
10" SQ

FLUSH MOUNTED
SYMBOL

FLUSH MOUNTED
SYMBOL1' - 0" 1'-0".
3"
3/8" - 1/2" 1" 9/16" TYP
1' - 1" .

ROOM 6
60" MAX A.F.F.48" MIN A.F.F.

RAISED / TACTILE LETTERS, TYP.

BRAILLE
3 8/ " MIN
45°
18" MIN
18" MIN

CENTERED ON

TACTILE CHARACTERS
FIGURE 11B-703.4.2
LOCATION OF TACTILE SIGNS AT DOORS.

SEE ALSO 2/A9.03 FOR FURTHER

LOCATION INFORMATION
NOTE: LOCATE SIGN TO THE RIGHT OF

THE RIGHT HAND DOOR (ACTIVE LEAF)
10"
48"

ROOM ID SIGN (EXIT SIGN - SIM)
I.S.A. SYMBOL ON MAIN

ENTRY DOORS
EQ EQ

ROOM ID SIGN
(EXIT SIGN - SIM)
I.S.A. SYMBOL ON MAIN

ENTRY DOORS
10"
48"
60" M
AX
*SEE SIGNA

GE NOTES BELO
W

CONTRASTING COLORS

TOILET ROOM SIGNAGE
WHERE OCCURS.

OF DOOR SIGN ASSEMLY

MULT-USE

ASSEMLY

MULT-USE
A B
60" M
AX
*SEE SIGNA

GE NOTES BELO
W

TACTILE CHARACTERS ON SIGNS SHALL BE
LOCATED 48" MIN A.F.F. MEASURED FROM

THE BASELINE OF THE LOWEST BRAILLE
CELLS AND 60" MAX A.F.F. TO THE BASE OF

THE HIGHEST LINE OF RAISED CHARACTERS
Consultants
Architect
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.

Drawing Record
Printed:

Project
Sheet
165 10th Street, Suite 100
San Francisco, CA 94103
415.346.4040 www.gelfand-partners.com
Client
F
REN. 8-31-23
NO. C29266
N

LAWRENCE
A T
O E
E
S T
LIC
ES D
IT
NIA
T
C
R
I

CA L OF
E
A R CH

EDWARD SCHADT
F
REN. 8-31-23
NO. C29266
N

LAWRENCE
A T
O E
E
S T
LIC
ES D
IT
NIA
T
C
R
I

CA L OF
E
A R CH

EDWARD SCHADT
8 1/ 5 2/ 023 4 1: 6 2: 5 PM
8/15/2023 4:16:25 PM
A9.03
TYP. SIGNAGE

DETAILS

BEACH STREET

RESTROOM
2220.00
Adjacent to 106 Beach Street
Santa Cruz, CA 95060
SCALE: NTS
TYPICAL SIGNAGE DETAILS1
1 SCALE: NTS
TYPICAL CHARACTER AND BRAILLE HEIGHTS 3 SCALE: NTSTYPICAL DOOR SIGNAGE LOCATION1 2 REV DESCRIPTION DATE
PERMIT SUBMITTAL 05/01/23
1 PERMIT RE-SUBMITTAL 06/26/23
1 12.17
6"
8"

ANCHOR BOLT - SSD
(SEE STRUCTURAL DWG)

STEEL SCREEN BASE
(N) CURB

DRILL AND EPOXY (SEE

STRUCTURAL DETAIL)
(E) SLAB
(E) WALL STUDS
(N) SIMPSON A34 CLIP AT TOP &
BOTTOM EACH SIDE WITH (4) 10d EACH
WAY
(N) 4 x 6 WOOD BLOCKING - TIGHT TO
STUDS AND FLUSH WITH ONE FACE.

TYPICAL - UNLESS OTHERWISE NOTED
TYPICAL WOOD BLOCKING PER 2/A9.02
(2) #10 x 3" TYPE-304 STAINLESS STEEL

PHILLIPS ROUND-HEAD WOOD SCREW

INTO BLOCKING
1-1/2" Ø (OUTSIDE DIAMETER) GRAB BAR

SCHEDULED WALL FINISH -

SEE FINISH SHEDULE & WALL TYPES

SNAP-ON FLANGE COVER OVER

SCREW FLANGE
OPENING FRAMING. SEE ALSO 4/S8.1

CHANGING STATION HOUSING PERIMETER
PROVIDE 1/4" x 3-1/2" THRU-BOLTS AT SCREW

HOLES IN CHANGING STATION HOUSING

PERIMETER, SCREW HOLE LOCATIONS FROM

MANUFACTURER'S LITERATURE
USE 1/4" x 3-1/2" THRU BOLTS
5 A9.04

CHANGING STATION UNIT
6' - 7 1/4" (V.I.F.)
FINISH
GRADE
3/4"
3' - 0"
DOOR FRAME: 1-1/2" x 2" x 0.128" #304
STAINLESS TUBE STEEL. MITER &
WELD CORNERS. GRIND SMOOTH.

DOOR FRAME - INTERMEDIATE
SUPPORT: 1-1/2" x 2" x 0.128" #304
STAINLESS TUBE STEEL. WELD TO
FRAME. GRIND SMOOTH.

PERFORATED METAL SHEET. TYPE 304
STAINLESS STEEL. MILL FINISH. 11
GAUGE. 1/4" ROUND ON3/8"
STAGGERED CENTERS. CONTINUOUS
WELD TO FRAME. GRIND SMOOTH.

DOOR PULL: TYPE 304 STAINLESS
STEEL SOLID DOOR PULL #
8103HD-2-629 BY IVES OR APPROVED
EQUAL
DOOR HINGES: TYPE 304 STAINLESS

STEEL HEAVY DUTY HINGES (TYP OF
THREE) #5BB1HW 4.5 x 4.5 NRP 629 BY
IVES OR APPROVED EQUAL.

CONTINUOUSLY WELD EACH HINGE

LEAF TO DOOR AND FRAME
RESPECTIVELY.
9 3/4" EQ EQ 9"

PROVIDE MENS OR WOMENS

GEOMETRIC SYMBOLS ON EACH SIDE

OF DOOR - TYP
5' - 0"
CEMENT PLASTER (APPROX. 7/8")
ALUMINUM "J" MOLD

PERIMETER SEALANT & BACKER ROD
1/4"
STAINLESS STEEL SCHLUTER "QUADREC" CONT
TILE EDGING (5/16") OR APPROVED EQUAL

ART MOSAIC TILE BY ART TILE MFR

EPOXY GROUT

EPOXY THINSET MATERIAL

FIRST WATERPROOFING/ ANTI-FRACTURE

MEMBRANE
5/8" CEMENTITIOUS BACKER BOARD

SECOND LIQUID-APPLIED WATERPROOFING

MEMBRANE

PRESSURE-TREATED PLYWOOD SHEATHING - SEE

ALSO STRUCTURAL DRAWINGS
ALUMINUM "X" CORNER MOLD (XCM-75-75 BY FRY

REGLET OR EQUAL)

FILL WITH GROUT
STAINLESS STEEL SCHLUTER "ECK-E" CONT TILE
CORNER EDGING (7/16") OR APPROVED EQUAL

ART MOSAIC TILE BY ART TILE MFR

EPOXY GROUT

EPOXY THINSET MATERIAL

FIRST WATERPROOFING/ ANTI-FRACTURE

MEMBRANE
5/8" CEMENTITIOUS BACKER BOARD

SECOND LIQUID-APPLIED WATERPROOFING

MEMBRANE

PRESSURE-TREATED PLYWOOD SHEATHING - SEE

ALSO STRUCTURAL DRAWINGS

PRESSURE-TREATED PLYWOOD SHEATHING - SEE

ALSO STRUCTURAL DRAWINGS
Consultants
Architect
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.

Drawing Record
Printed:

Project
Sheet
165 10th Street, Suite 100
San Francisco, CA 94103
415.346.4040 www.gelfand-partners.com
Client
F
REN. 8-31-23
NO. C29266
N

LAWRENCE
A T
O E
E
S T
LIC
ES D
IT
NIA
T
C
R
I

CA L OF
E
A R CH

EDWARD SCHADT
F
REN. 8-31-23
NO. C29266
N

LAWRENCE
A T
O E
E
S T
LIC
ES D
IT
NIA
T
C
R
I

CA L OF
E
A R CH

EDWARD SCHADT
8 1/ 5 2/ 023 4 1: 6 2: 6 PM
8/15/2023 4:16:26 PM
A9.04

MISC DETAILS

BEACH STREET

RESTROOM
2220.00
Adjacent to 106 Beach Street
Santa Cruz, CA 95060
SCALE: 3" = 1'-0"

SCREEN BASE DETAIL
1 SCALE: 3" = 1'-0"

TYPICAL WOOD BLOCKING
2 REV DESCRIPTION DATE
1 PERMIT RE-SUBMITTAL 06/26/23
2 PERMIT RE-SUBMITTAL III 8/14/23
SCALE: 6" = 1'-0"

TOILET GRAB BAR MOUNTING
3 SCALE: 3" = 1'-0"

CHANGING STATION ATTACHMENT
5 SCALE: N.T.S.

CHANGING TABLE INSTALLATION
4 SCALE: 3/4" = 1'-0"

PERFORATED BATHROOM DOOR
6 SCALE: 6" = 1'-0"
ART TILE WALL TO STUCCO TRANSITION 7
1 SCALE: 6" = 1'-0"
ART TILE WALL CORNER CONDITION 8
2 2
2 2

12.18 5'-6"
6'-0" 6"
7" SPACE TO PROVIDE LETTERING ON PANEL
7"
6'-0"
6'-0" 6"
7" SPACE TO PROVIDE LETTERING ON PANEL
7"
MEN
Consultants
Architect
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.

Drawing Record

SHEET NOTES

KEYNOTES
LEGEND
Printed:

Project
Sheet
165 10th Street, Suite 100
San Francisco, CA 94103
415.346.4040 www.gelfand-partners.com
Client
F
REN. 8-31-23
NO. C29266
N

LAWRENCE
A T
O E
E
S T
LIC
ES D
IT
NIA
T
C
R
I

CA L OF
E
A R CH

EDWARD SCHADT
F
REN. 8-31-23
NO. C29266
N

LAWRENCE
A T
O E
E
S T
LIC
ES D
IT
NIA
T
C
R
I

CA L OF
E
A R CH

EDWARD SCHADT
8 1/ 5 2/ 023 4 1: 6 2: 7 PM
8/15/2023 4:16:27 PM
A9.05

PANEL DETAILS

BEACH STREET

RESTROOM
2220.00
Adjacent to 106 Beach Street
Santa Cruz, CA 95060

REV DESCRIPTION DATE
2 PERMIT RE-SUBMITTAL III 8/14/23
SCALE: 1" = 1'-0"

EXT SCREEN PANEL - WEST
1 SCALE: 1" = 1'-0"

EXT SCREEN PANEL - NORTH OR SOUTH
2 2

12.19 S1.0

STRUCTURAL

TITLE SHEET
Consultants
Architect
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.

Drawing Record
Printed:

Project
Sheet
165 10th Street, Suite 100
San Francisco, CA 94103
415.346.4040 www.gelfand-partners.com
Client 3/8/2023 9:40:20 AM ESE #: 3587
39675 Cedar Blvd., Suite 295C
Newark, California 94560
Tel: 510.573.1557
eFax: 973.924.0663
www.elementse.com
structural engineers, inc.

BEACH STREET

RESTROOM
2220.00
Adjacent to 106 Beach Street
Santa Cruz, CA 95060

REV DESCRIPTION DATE
PERMIT SUBMITTAL 05/01/23
8/10/2023 4:12:12 PM
1 PERMIT RE-SUBMITTAL 06/26/23
2 PERMIT RE-SUBMITTAL III 08/14/23

SCOPE OF WORK

GENERAL STRUCTURAL NOTES STRUCTURAL SHEET INDEX

GENERAL NOTES

1. 2.

3. 4.

7. 5.

10. 8.

9. 6.

11. THE INTENT OF THESE DRAWINGS IS TO SHOW ALL ITEMS NECESSARY TO COMPLETE THE STRUCTURE. FOR ITEMS, METHODS AND/OR MATERIALS NOT SHOWN. THE MINIMUM REQUIREMENTS OF THE 2022 CBC SHALL GOVERN. ALL WORK AND CONSTRUCTION SHALL COMPLY WITH ALL OTHER

APPLICABLE BUILDING CODES, SOIL REPORTS, REGULATIONS AND SAFETY REQUIREMENTS.

NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. IF CERTAIN FEATURES ARE NOT

FULLY SHOWN OR CALLED FOR ON THE DRAWINGS OR SPECIFICATIONS,

THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE CALLED FOR OR SHOWN.

THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. IT SHALL BE THE CONTRACTORS SOLE RESPONSIBILITY TO

DESIGN AND PROVIDE ADEQUATE SHORING, TEMPORARY BRACING AND FORMWORK, ETC., AS REQUIRED FOR THE PROTECTION OF LIFE AND PROPERTY. DURING THE CONSTRUCTION OF THIS BUILDING SHORING AND

BRACING SHALL REMAIN IN PLACE UNTIL FLOORS, ROOF AND WALL SHEATHING HAVE BEEN ENTIRELY CONSTRUCTED. SHORING DRAWINGS

AND CALCULATIONS SHALL BE SEALED BY REGISTERED ENGINEER AND SUBMITTED TO ARCHITECT AND OR ENGINEER FOR REVIEW. OBSERVATION

VISITS TO THE SITE BY THE ARCHITECT, ENGINEER OR CONSTRUCTION MANAGER SHALL NOT RELIEVE THE CONTRACTOR OF SUCH RESPONSIBILITY.

THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS WITH THE

ARCHITECTURAL, ELECTRICAL, MECHANICAL, AND PLUMBING DRAWINGS BEFORE PREPARING SHOP DRAWINGS, FABRICATION OR CONSTRUCTION.

SEE ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATIONS OF PIPES, SLEEVES, PITS, VENTS, DUCTS, ETC. AND DETAILS NOT SHOWN ON THE STRUCTURAL DRAWINGS.

ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW

AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE

BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER PRIOR TO START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY

WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY

CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR

OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT OR ENGINEER.

SEE DRAWINGS OTHER THAN STRUCTURAL FOR: TYPES OF FLOOR FINISH

AND THEIR LOCATION, FOR DEPRESSIONS IN FLOOR SLABS, FOR OPENINGS

IN WALLS AND FLOORS REQUIRED BY ARCHITECTURAL AND MECHANICAL FEATURES, FOR ROADWAY PAVING, WALKS, RAMPS, STAIRS, CURBS, ETC.

CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.

HOLES AND OPENINGS THROUGH WALLS AND FLOORS FOR DUCTS, PIPING

AND VENTILATION SHALL BE COORDINATED BY THE CONTRACTOR WHO

SHALL VERIFY SIZES AND LOCATION OF SUCH HOLES OR OPENINGS WITH

THE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS AND THEIR SUB-CONTRACTORS.

NO PIPES OR DUCTS SHALL BE EMBEDDED IN WALLS UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE ENGINEER.

OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE

DRAWINGS, NOTES, AND DETAILS SHALL BE BROUGHT TO THE ATTENTION

OF THE ARCHITECT AND ENGINEER AND RESOLVED BEFORE PROCEEDING WITH THE WORK.

DO NOT USE SCALED DIMENSIONS; USE WRITTEN DIMENSIONS. WHERE

NO DIMENSION IS PROVIDED, CONSULT THE ARCHITECT AND ENGINEER FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.

SHORING: THE CONTRACTOR SHALL PROVIDE SHORING WHEREVER

TOOLS IN ORDER TO NOT JEOPARDIZE THE STRUCTURAL INTEGRITY OF DEMOLITION: THE REMOVAL, CUTTING, DRILLING. ETC. OF EXISTING

NOTIFY THE STRUCTURAL ENGINEER OF RECORD OF ALL EXCEPTIONS AND DRAWINGS WAS OBTAINED FROM LIMITED VISUAL OBSERVATIONS.

EXISTING CONSTRUCTION: EXISTING CONSTRUCTION SHOWN ON THE

MAINTENANCE OF ALL SHORING AND TEMPORARY WORK REQUIRED

SHALL BE SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLATION AND THE BUILDING. SEE ARCHITECTURAL DRAWINGS FOR REQUIRED DEMOLITION.

RECEIVE DIRECTION PRIOR TO PROCEEDING WITH THE WORK IN QUESTION.

THROUGHOUT THE PROGRESS OF THE WORK.

WORK SHALL BE PERFORMED WITH GREAT CARE AND WITH APPROPRIATE

THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND SHALL NECESSARY TO ALLOW INSTALLATION OF THE WORK. THE CONTRACTOR

1. 2.

3. EXISTING CONSTRUCTION/ CONDITIONS:

DESIGN BASIS
II
o
(SECTION 11.4.1)
(SECTION 11.4.1)

APPLICABLE
CODE:
2022 CALIFORNIA BUILDING CODE (CBC) WITH ADOPTION
OF THE INTERNATIONAL BUILDING CODE (IBC), 2021 EDITION.

VERTICAL
LIVE LOAD:

WIND DESIGN:

ROOF

FLOOR - WALKWAY
ENVELOPE PROCEDURE, PART2-ASCE 07-16 (SECTION 28.5)

BASIC WIND SPEED

EXPOSURE

IMPORTANCE FACTOR

RISK CATEGORY

HILL SHAPE
VARIES, 20 psf MAX.
100 psf
92 mph
D

1.0 II

NO TOPOGRAPHIC

OBSTRUCTIONS
10 ft

SEISMIC
DESIGN:

MEAN ROOF HEIGHT
2022 CBC W/ ASCE 07-16 REQUIREMENTS
SEISMIC DESIGN CATEGORY: (SECTION 12.5) D
(ASSUMED) D
RISK CATEGORY (TABLE 1.5-1)

SOIL SITE CLASS
LIGHT FRAMED WOOD SYSTEM:

RESPONSE MODIFICATION COEFFICIENT (TABLE 12.2-1)
(TABLE 12.2-1)
(TABLE 12.2-1)
(TABLE 1.5-2)

SYSTEM OVERSTRENGTH FACTOR

DEFLECTION AMPLIFICATION FACTOR

IMPORTANCE FACTOR
R = 6.5
Ω = 2.5
Cd = 4
Ie = 1.0
MAPPED SPECTRAL RESPONSE ACCELERATION:

MAPPED MCE SPECTRA RESPONSE

MAPPED MCE SPECTRA RESPONSE (ONE SECOND)
Ss = 1.624g
S1 = 0.619g
Sds = 1.299g
Sd1 = N/A
SPECTRAL RESPONSE COEFFICIENTS:

DESIGN SPECTRAL ACCELERATION (SECTION 11.4.3)

DESIGN SPECTRAL ACCELERATION (ONE SECOND)
(SECTION 11.4.4)
SOIL FACTOR COEFFICIENTS:

SITE COEFFICIENT, Fa (SECTION 11.4-1)
SITE COEFFICIENT, Fv (SECTION 11.4-2)
SEISMIC COEFFICIENT: (ASD DESIGN) v = 0.140 W
Fv = N/A
Fa = 1.2

VERTICAL
DEAD LOAD:

ROOF
FLOOR
10 psf
VARIES
2022 CBC W/ ASCE 07-16 (CHAPTER 8):

RAIN INTENSITY: NOAA ATLAS 14 POINT PRECIPITATION
FREQUENCY ESTIMATES: CA i = 1.13 in/hr
RAIN
INTENSITY:

FOR SIZE AND SPACING SEE PLANS.

2.2E

1.55E

2.2E
U.O.N.

1.8E

ALL STRUCTURAL WOOD WORK SHALL BE DONE IN ACCORDANCE WITH THE PROVISIONS OF THE 2022 CBC.

ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR-LARCH OF THE

GRADE INDICATED BELOW OR BETTER, UNLESS OTHERWISE NOTED ON PLANS. ALL WOOD WILL HAVE A MAXIMUM MOISTURE CONTENT OF 19% AT TIME OF USE AND SURFACE DRY-GREEN.

GLUE-LAMINATED BEAMS (GLB) SHALL BE IN ACCORDANCE WITH
ANSI/AITC A190.1 AND ASTM D3737. CONTINUOUS IN-PLANT INSPECTION PER 2022 CBC REQUIREMENTS PERFORMED BY A CERTIFIED INSPECTOR IS REQUIRED FOR ALL NEW GLB LARGER THAN 5 1/8x18 OR FOR SPANS GREATER THAN 32 FEET. ALL GLB SHALL BE INDUSTRIAL GRADE TYPICAL, CAMBER TO RADIUS OF 3,500 FEET, AND FABRICATED WITH EXTERIOR GLUE UNLESS OTHERWISE NOTED ON PLAN.

PRESSURE TREATED D.F. SHALL BE AWPA STAMPED. AMMONIACAL COPPER

QUAT (ACQ), COPPER BORON AZOLE (CBA), OR BORATE TREATED AWPA STANDARD U1, MINIMUM 0.40 INCH. PENETRATION INCISED.

ALL PRESERVATIVE TREATED LUMBER SHALL BE FIELD-APPLIED

WITH PRESERVATIVE WHERE CUT AND DRILLED ON SITE WITH
COPPER NAPHTHENATE (2% COPPER AS METAL).

USE HOT DIPPED GALVANIZED HARDWARE PER ASTM A153 OR
STAINLESS STEEL OR SILICON BRONZ OR COPPER MATERIAL, IE.

BOLTS, NAIL, ETC. FOR ALL ATTACHMENT TO ACQ OR CBA
TREATED MEMBERS. (CBC 2304.10.5)

ALL NAILS SHALL BE COMMON STEEL WIRE NAILS SIZED AND SPACED AS SPECIFIED ON THE DRAWINGS, SCHEDULES AND IN TABLE 2304.10.2 OF THE CALIFORNIA BUILDING CODE.

FASTENERS FOR P.T. WOOD SHALL BE HOT-DIPPED GALVANIZED. (CBC 2304.10.6.1).

NAILS AT EXPOSED CONDITIONS SHALL BE STAINLESS STEEL. HOT DIPPED GALVANIZED

NAILS IN LIEU OF STAINLESS STEEL NAILS MUST BE APPROVED BY THE OWNER PRIOR TO USE.

ROUGH HARDWARE WHERE EXPOSED SHALL BE STAINLESS STEEL WHEN AVAILABLE OR HOT DIPPED GALVANIZED AND CONFORM TO THE FOLLOWING:

PENETRATIONS IN WOOD SILLS OR PLATES OF BEARING OR SHEAR WALLS

SHALL BE PLACED IN THE CENTER AND SHALL BE NO GREATER IN DIAMETER THAN 1/3 THE WIDTH OF THE LUMBER. HOLES LARGER THAN THOSE NOTED ABOVE MAY BE BORED "ONLY" IF PLATES ARE CONSIDERED CUT AND ADEQUATE REINFORCEMENT IS PROVIDED.

CUTTING, BORING, OR NOTCHING OF GIRDERS, BEAMS, JOISTS AND OTHER

STRUCTURAL ELEMENTS SHALL NOT BE PERMITTED WITHOUT THE APPROVAL OF THE ENGINEER UNLESS SPECIFICALLY DETAILED ON THESE DOCUMENTS.

HOLES FOR BOLTS IN WOOD SHALL BE DRILLED A MAXIMUM OF 1/16" LARGER THAN BOLT DIAMETER. METAL WASHERS SHALL BE PROVIDED FOR ALL HEAD AND NUTS OF BOLTS AND LAG SCREWS THAT BEAR ON WOOD.

CUTS AND HOLES IN P.T. LUMBER SHALL BE SEALED AND TREATED.

ALL BOLTS AND SCREWS SHALL BE TIGHTENED AT THE TIME OF ERECTION

AND RETIGHTENED BEFORE COMPLETION OF WORK OR INSTALLATIONS THAT WOULD MAKE THE BOLTS INACCESSIBLE.

USE DOUBLE FLOOR JOISTS AT NON-BEARING PARTITIONS WHEN PARALLEL TO FLOOR FRAMING. USE BLOCKING AT 4'-0" O.C. WHEN PERPENDICULAR TO FLOOR JOISTS.

PROVIDE 2x SOLID BLOCKING BETWEEN JOISTS OR RAFTERS OVER ALL SUPPORTS.

ALL WOOD MEMBERS IN CONTACT WITH CONCRETE, GROUT OR MASONRY SHALL BE PRESSURE-TREATED.

LIGHT GAUGE FRAMING HARDWARE AND HOLDOWN HARDWARE SHALL BE SIMPSON STRONG-TIE IN ACCORDANCE WITH CATALOGUE C-C-2021. SIMILAR

PRODUCTS WITH ICC VALUES EXCEEDING THOSE PUBLISHED FOR SIMPSON STRONG-TIE (ESR-2551, ESR-2552, AND ESR-2553) MAY BE CONSIDERED AS SUBSTITUTION. ALL SUBSTITUTIONS SHALL SHALL BE SUBMITTED TO THE ENGINEER ON RECORD FOR APPROVAL 10 WORKING DAY PRIOR TO INSTALLATION.

PROVIDE FULL-DEPTH SOLID BLOCKING OR OTHER MEANS OF LATERAL SUPPORT

AT ENDS OF BEARING POINTS OF ALL JOISTS, RAFTERS, BEAMS AND HEADERS, AND AT INTERMEDIATE INTERVALS NOT TO EXCEED 8'-0".

LAG SCREWS PER ANSI/ ASME STANDARD B18.2.1 PROVIDE LEAD HOLE SAME DIAMETER AND DEPTH AS SHANK AND THEN DRILL HOLE 60% -70% OF SHANK DIAMETER FOR THREADED PORTIONS.

1. 2.

3. A. AT EXPOSED GLUE-LAMINATED BEAMS, USE ROSBORO GLULAM.

4. ENGINEERED LUMBERS SHALL BE MANUFACTURED BY I LEVEL

WEYERHAEUSER OR BOISE CASCADE EQUIVALENT APPROVED ICC
MANUFACTURED PRODUCT.

A.

B.

C.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. 18.

WOOD

JOISTS AND RAFTERS

POSTS, BEAMS AND HEADERS
STUDS, BLOCKINGS, LIGHT FRAMING AND MISC.

WALL PLATES
WOOD SILL (P.T.)
PRESSURE TREATED (P.T.) JOIST, BEAMS AND POSTS
NO.1
NO.1
NO.2
NO.2
NO.2
NO.2

SIMPLE SPAN BEAM

CANTILEVER AND CONTINUOUS BEAM
24FV4
24FV8

SIMPLE SPAN BEAM - PORT ORFORD CEDAR

CANTILEVER AND CONTINUOUS BEAM - PORT

ORFORD CEDAR

SIMPLE SPAN BEAM - ALASKA YELLOW CEDAR

CANTILEVER AND CONTINUOUS BEAM - ALASKA YELLOW CEDAR
22F-V/POC2
22F-V/POC1
20F-V13
20F-V12
WEYERHAEUSER:

LVL MICRO-LAMS

LSL TIMBER STRAND

PSL PARALLEL STRAND LUMBER (BEAMS)

PSL PARALLEL STRAND LUMBER (POSTS)

I JOIST PER PLAN
BOISE CASCADE:

VERSA-LAM 2400
VERSA-LAM 2650
VERSA-LAM 2800
VERSA-LAM 3100
BCI PER PLAN U.O.N.

2.0E

2.0E

1.7E

1.7E

5. PLYWOOD SHEATHING OR OSB SHEATHING:
15/32" INCH APA RATED 24/0 EXPOSURE 1. (4 PLY MIN.) S.A.D. WHEN RADIANT BARRIER SHEATHINGS REQUIRED.

ROOF
3/4 INCH APA RATED 48/24 EXPOSURE 1. 5 PLY MIN. WITH TONGUE AND GROOVE EDGES GLUED TO SUPPORT, U.O.N. MINIMUM SHEET DIMENSION FOR PANEL SHALL BE 24"
FLOOR
1/2 INCH APA STRUCT 1, INTERIOR WITH EXTERIOR GLUE.
(4 PLY MIN.)
WALL

6. PRESSURE TREATED LUMBER:

BOLTS

PLATE HARDWARE

HANGERS

OTHER ACCESSORIES
STAINLESS STEEL 316

SIMPSON OR EQUIVALENT

SIMPSON OR EQUIVALENT

SIMPSON OR EQUIVALENT
D.
-
*
*
CONCRETE:

CONCRETE SHALL BE SUPPLIED AND PLACED IN ACCORDANCE WITH ACI 318-19 AND CBC 2022.

2. CONCRETE SHALL BE AS FOLLOWS:

1. CONCRETE USE

STRENGTH
AT 28 DAYS
U.O.N.

W/C RATIO

AGGREGATE
SIZE

WEIGHT SHRINKAGE FLY ASH (SEE
NOTE 6)
SLAB ON GRADE 3000 psi 0.45 MAX. 3/4" (LS) 145pcf .045% 25% MAX.

CURB/STEM
WALL 3000 psi 0.45 MAX. 1/2" 145pcf 30% MAX.
(LS) CRUSHED LOW SHRINKAGE ROCK
* DESIGN STRENGTH IS 2500 psi NO SPECIAL INSPECTION REQUIRED.

STRENGTH: COMPRESSIVE STRENGTH IN PSI WHEN TESTED IN ACCORDANCE WITH ASTM C39.

PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE II.

3. 4.

AGGREGATE FOR STONE CONCRETE SHALL CONFORM TO ASTM C-33. FOR LOW SHRINKAGE AGGREGATE; USE LIMESTONE OR GRANITE. AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C-330.

5. 6. MAXIMUM SUPPLEMENTARY CEMENTING MATERIALS (SCM): (FLY ASH, SLAG,

SILICA FUME) AS A PERCENTAGE OF TOTAL WEIGHT OF CEMENTITIOUS MATERIAL SHALL BE 50%. FLY ASH SHALL MEET ASTM C618 CLASS 'F' OR CLASS 'C' MAXIMUM

RECOMMENDED FLY ASH CONTENT BY MASS OF CEMENTITIOUS MATERIAL SHALL FOLLOW SCHEDULE ON NOTE 2. MINIMUM TOTAL SCMS SHALL BE 30%.

WATER/CEMENT RATIO SHALL BE BASED ON TOTAL CEMENTITIOUS MATERIAL INCLUDING COMPLEMENTARY CEMENTING MATERIALS.

ADMIXTURES: MIX SHALL CONTAIN POLYMER BASED, WATER REDUCING ADMIXTURE. THE FOLLOWING TYPES OF ADMIXTURES ARE ALLOWED AS PLASTICIZERS AND/ OR SET ACCELERATORS TO IMPROVE WORKABILITY.

7. A. ASTM C494, TYPES A, C, E, G. HIGH RANGE WATER REDUCERS SHALL ALSO MEET REQUIREMENTS OF ASTM C 1017.

B. THE INITIAL SLUMP OF THE CONCRETE BEFORE INTRODUCING ADMIXTURES SHOULD BE MINIMUM 2" INCHES

SHRINKAGE - CONTRACTOR TO PROVIDE CONCRETE MIX HISTORY DATA OR

PROVIDE TESTING REPORT

8. 9. MINIMUM REINF. COVER FOR CAST-IN-PLACE CONCRETE:

CONCRETE CAST AGAINST AND PERMANENTLY

EXPOSED TO EARTH

CONCRETE FORMED BELOW GRADE
OR EXPOSED TO WEATHER:

NO.6 AND GREATER
NO.5 AND SMALLER
3"
2"
1 1/2"

CONCRETE NOT EXPOSED TO WEATHER NOR

IN CONTACT WITH GROUND
SLABS, WALLS, AND JOISTS: NO.11 AND SMALLER
BEAMS AND COLUMNS: PRIMARY REINF., TIES,

STIRRUPS, SPIRALS
1"
1 1/2"

10. PLACEMENT

ALL REINFORCING BARS, ANCHOR BOLTS, AND ALL OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE.

CHAMFER ALL CORNERS OF CONCRETE TO PREVENT DAMAGE.

CONCRETE SHALL BE PLACED IN A CONTINUOUS OPERATION BETWEEN PREDETERMINED CONSTRUCTION JOINTS.

A.

B.

C. CONSTRUCTION TOLERANCE SHALL COMPLY TO ACI 117.

USE VIBRATORS TO CONSOLIDATE CONCRETE. DO NOT USE
VIBRATORS TO MOVE CONCRETE.

E.

F. CONCRETE SHALL BE CONTINUOUSLY CURED FOR 7 DAYS AFTER PLACEMENT IN ANY APPROVED MANNER. FOOTINGS ARE EXEMPTED FROM THIS REQUIREMENT.

PATCHING OF CONCRETE: ALL INSERT HOLES AND OTHER

IMPERFECTIONS ON THE SURFACES OF THE CONCRETE SHALL BE
FILLED WITH GROUT, BRUSHED AND SACKED TO A UNIFORM FINISH.

G.

11. CONSTRUCTION JOINTS:

B.

A. CONSTRUCTION JOINTS SHOWN MAY BE PROVIDED AT
CONTRACTORS OPTION. ANY PROPOSED CONSTRUCTION JOINTS

NOT SHOWN MUST BE SUBMITTED TO THE DESIGN PROFESSIONAL
OF RECORD FOR APPROVAL.

ROUGHENED CONSTRUCTION JOINTS (R.C.J.): WHERE NOTED ON
DRAWINGS R.C.J. ROUGHEN JOINT TO MINIMUM 1/4 INCH AMPLITUDE:

12. INTERIOR SLAB ON GRADE:

A.

B.

C.

DO NOT ALLOW WATER TO COLLECT ON OR AROUND BUILDING PAD.

INITIAL CURING: INITIAL CURING SHALL IMMEDIATELY FOLLOW THE FINISHING OPERATION. CONCRETE SHALL BE KEPT CONTINUOUSLY MOIST AT LEAST OVERNIGHT.

FINAL CURING: IMMEDIATELY FOLLOWING THE INITIAL CURING AND BEFORE THE CONCRETE HAS DRIED. SLABS TO RECEIVE MOISTURE SENSITIVE FLOORING MATERIALS TO BE CONTINUOUSLY CURED FOR 7 DAYS BY WET COVERING OR MOISTURE RETAINING COVERING.

LIQUID MEMBRANE CURING COMPOUNDS SHALL NOT BE PERMITTED.

D. INTERIOR SLABS SHALL RECEIVE A LIGHT BROOM FINISH U.O.N., S.A.D.

TOLERANCE SHALL BE 1/8" IN 10'-0". EDGES SHALL BE SMOOTH TROWELED.

13. ALL CONCRETE TO BE REINFORCED UNLESS SPECIFICALLY MARKED "NOT REINFORCED"

14. VAPOR BARRIER:

A. 15 MIL ASTM E-1745 CLASS A, TYP. U.O.N. IN DET. 8/S5.1.

REINFORCING STEEL
REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH ACI 315 AND ACI 318.

1. 2. REINFORCING STEEL SHALL BE AS FOLLOWS:

BAR TYPE GRADE
#4 BARS AND SMALLER
#5 BARS AND LARGER

WELDED BARS

TIE WIRES AND SPIRALS

WELDED WIRE FABRIC

MECHANICAL BAR SPLICE
ASTM A615 GR. 60
ASTM A615 GR. 60
ASTM A82
ASTM A185

BAR LOCK OR

APPROVED EQUAL
ASTM A706

DO NOT FIELD BEND OR STRAIGHTEN IN ANY MANNER THAT WILL DAMAGE REINFORCING.

3. PROVIDE SPLICES IN REINFORCING ONLY WHERE SHOWN ON DRAWINGS OR APPROVED IN WRITING BY PROFESSIONAL OF RECORD.

4. 5. WELDING TO CONFORM TO AWS D1.4.

STRUCTURAL OBSERVATION
OBSERVATION BY ELEMENT STRUCTURAL ENGINEERS, INC. OR THEIR DESIGNATED REPRESENTATIVE IS REQUIRED AT THE PROJECT MILESTONES GIVEN BELOW. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ELEMENT STRUCTURAL ENGINEERS, INC. AT LEAST 4 DAYS IN ADVANCE OF COMPLETING MILESTONES THAT REQUIRE OBSERVATION

AND ALLOW SUITABLE TIME TO MAKE ANY REQUIRED CORRECTIONS TO THE WORK PRIOR TO ENGAGING IN THE NEXT PHASE OF THE PROJECT.

CONCRETE: FOUNDATION AND WALLS AND MEMBERS

PRIOR TO PLACING CONCRETE IT IS REQUIRED THAT ELEMENT
STRUCTURAL ENGINEERS, INC. OBSERVE THE FOLLOWING:

CURB/STEM WALL REINFORCING
WOOD: ROOF

PRIOR TO ROOF FINISHES BEING INSTALLED IT IS REQUIRED THAT ELEMENT STRUCTURAL ENGINEERS, INC. OBSERVE THE FOLLOWING:

ROOF HORIZONTAL STRAPS

ROOF DIAPHRAGM EDGE NAILING

SHEAR WALL HOLD-DOWNS

SHEAR WALL FRAMING HARDWARE

SHEAR WALL NAILING

PRIOR TO WALL AND FLOOR FINISHES BEING INSTALLED IT IS REQUIRED THAT ELEMENT STRUCTURAL ENGINEERS, INC. OBSERVE THE FOLLOWING:

WOOD: SHEAR WALLS AND DIAPHRAGM
VERT.

DWG.

BM.

TIE DOWN

TOP OF PLATE

TONGUE AND GROOVE

TOP OF CONCRETE

TOP AND BOTTOM

TYPICAL
REQ'D.

REINF.

TOP OF FINISH

TOP OF STEEL FRAMING
V.I.F.

RTU

TRANSVERSE

ABBREVIATIONS
& AND
@ AT
A.B.

A.O.R.

ARCH. ARCHITECTURAL

ARCHITECT OF RECORD

ANCHOR BOLT
J.H.

K.D.D.F.

LONG.

L.V.F.

KILN DRIED DOUGLAS FIR

JOIST HANGER
B.F.E.

BLDG.

BLK'G.

B.N.

B.O.C.

BOT.

BTW. BETWEEN
BOTTOM

BOTTOM OF CONCRETE

BOUNDARY NAIL
BEAM

BLOCKING

BUILDING
BASE FLOOD ELEVATION MAX.

M.B.

MIN. MINIMUM

MACHINE BOLTS (UNFINISHED)

MAXIMUM

LOW-VELOCITY FASTENER

LONGITUDINAL
C.B.

C L
C.G.S.

CENTER LINE

CEILING BEAM

CENTER OF GRAVITY OF

POST-TENSIONING STRAND

ON CENTER

OPPOSITE
OVER

NEAR SIDE

NOT TO SCALE

NOT APPLICABLE
NEW
PLATE

POWER ACTUATED DEVICE

PLYWOOD

PRESSURE TREATED

POST TENSIONING

CONTROL JOINT

CLEAR COVER
COLUMN

CONCRETE
CONT. CONTINUOUS
CONC.

COL.

CLR.

C.J.

DBL.

DBO.

DET.

D.C.

D.F.

DOUBLE

DRAWING BY OTHER
DETAIL

DEMAND CRITICAL

DOUGLAS FIR

DRAWING

EXISTING
EACH
(E)
EA.

EL.

E.N.

E.O.R.

E.Q.

E.S.

E.W.

EXT.

EACH WAY
S.A.D.

S.C.D.

SCHED.

S.D.B.O.

ROOF TOP UNIT

REQUIRED

REINFORCEMENT
JOINT

ROUGHENED CONSTRUCTION

EXTERIOR

EDGE SCREW
EQUAL

ENGINEER OF RECORD

EDGE NAIL

ELEVATION
S.L.R.S.

S.J.

SIM.

SEE ARCHITECTURAL DRAWINGS

SEE CIVIL DRAWINGS

SCHEDULE

SEE DRAWINGS BY OTHERS

SIMILAR

SEISMIC JOINT

SPECIFICATION
SQUARE

SYMMETRICAL
T&G
T.O.C.

T.O.F.

T.P.

TYP.

FTG.

F.S.

F.O.S.

F.O.C.

FL.

FIN.

FDN.

G.E.C.T.

G.C.T.

G.C.

GLB.

GEOTECH.

G.T.

G.E.T.

WPSL
WF
W/O

W/ WITH

WITHOUT

WIDE FLANGE

WOLMANIZED PSL

VERIFY IN FIELD

VERTICAL
U.O.N. UNLESS OTHERWISE NOTED
HSS
HORIZ.

HDR.

H.D.

HOLLOW STEEL SECTION

HORIZONTAL
HEADER

HOLD DOWN

FACE OF STUD

FACE OF CONCRETE
FLOOR
FINISH

FOUNDATION
T&B
T.D.

TRAN.

T.O.S.

GLULAM BEAM

GEOTECHNICAL

GIRDER TRUSS

GABLE END TRUSS

GABLE END COLLECTOR
TRUSS

GIRDER COLLECTOR
TRUSS

GENERAL CONTRACTOR

FOOTING

FAR SIDE
SYM.

SQ.

SPEC.

S.M.D.

S.L.D.

P L
P.A.D.

PLY.

P.T.

P/T
R.C.J.

O/
O.C.

OPP.

NTS.

N.S.

N/A
(N)
S.W. SHEAR WALL

SEE MECHANICAL DRAWINGS

SEE LANDSCAPE DRAWINGS

SEISMIC LOAD RESISTING SYSYEM

SS STAINLESS STEEL
S1.0 STRUCTURAL TITLE SHEET
S1.1 GENERAL STRUCTURAL SHEET
S2.1 FOUNDATION PLAN AND ROOF FRAMING PLAN
S5.1 CONCRETE DETAILS
S8.1 WOOD DETAILS
S8.2 WOOD DETAILS
THE SCOPE OF WORK IS A REMODEL OF AN EXISTING 1 STORY PUBLIC RESTROOM.

EXISTING FRAMING WILL BE REUSED WHERE POSSIBLE.

FLOOR - RESTROOM 60 psf

EPOXY ANCHORS (CONCRETE INSTALLATION ONLY)

1. 2.

3. 6.

5. EPOXIED DOWELS DO NOT SUBSTITUTE FOR HOOKED BARS. CONTRACTOR TO NOTIFY ENGINEER OF EPOXIED DOWEL LOCATIONS.

4. EPOXY ADHESIVE SHALL BE SIMPSON "SET-3G" ADHESIVE ANCHOR (ESR-4057) OR EQUAL PRODUCT. ALTERNATE PRODUCTS MUST BE SUBMITTED TO E.O.R. FOR SUBSTITUTION PRIOR TO INSTALLATION PER SPECIFICATIONS.

INSTALLATION: INSTALL THE EPOXY ANCHORS IN ACCORDANCE WITH THE

REQUIREMENTS GIVEN IN MANUFACTURER'S RECOMMENDATIONS FOR THE SPECIFIC ANCHOR.

SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 1701 OF THE CBC. (1701A OF THE CBC FOR DSA PROJECTS)

NOTIFY ARCHITECT IMMEDIATELY IF ELEMENTS WITH EXISTING STRUCTURE PREVENT DRILLING IN THE LOCATIONS SHOWN ON THE DRAWINGS.

WHEN EPOXY ANCHORS ARE USED FOR SILL PLATE BOLTING, 10% OF THE ANCHORS SHALL BE TENSION TESTED. FOR ALL OTHER STRUCTURAL APPLICATIONS, ALL SUCH EPOXY ANCHOR SHALL BE TENSION TESTED. WHEN EPOXY ANCHORS ARE USED FOR NON-STRUCTURAL APPLICATIONS, 50% OF ANCHORS SHALL BE TENSION TESTED. IF

ANY ANCHOR FAILS TESTING, TEST ALL ANCHORS OF THE SAME TYPE NOT PREVIOUSLY TESTED UNTIL 20 CONSECUTIVE ANCHORS PASS. (PER IR-19.1 FOR

DSA PROJECTS ONLY)

4. EXISTING FRAMING: CONTRACTOR SHALL PROVIDE AN ALLOWANCE FOR REPLACEMENT OF 45% OF THE BUILDING'S EXISTING WOOD FRAMING. NEW

WOOD FRAMING MATERIALS SHALL MATCH THE EXISTING MEMBER SIZE AND COMPLY TO THE WOOD GENERAL NOTES ON SHEET S1.0.
1 1
2 12.20
Consultants
Architect
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.

Drawing Record
Printed:

Project
Sheet
165 10th Street, Suite 100
San Francisco, CA 94103
415.346.4040 www.gelfand-partners.com
Client 3/8/2023 9:40:20 AM ESE #: 3587
39675 Cedar Blvd., Suite 295C
Newark, California 94560
Tel: 510.573.1557
eFax: 973.924.0663
www.elementse.com
structural engineers, inc.

BEACH STREET

RESTROOM
2220.00
Adjacent to 106 Beach Street
Santa Cruz, CA 95060

REV DESCRIPTION DATE
PERMIT SUBMITTAL 05/01/23
8/10/2023 4:12:12 PM
1 PERMIT RE-SUBMITTAL 06/26/23
2 PERMIT RE-SUBMITTAL III 08/14/23

GENERAL STRUCTURAL NOTES SYMBOLS

ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN

CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL.

PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S

ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING AND THE DISTRIBUTION OF THE REPORTS.

IDENTIFICATION AND QUALIFICATION OF THE PERSON(S) EXERCISING SUCH CONTROL AND THEIR POSITION(S) IN THE ORGANIZATION.

SPECIAL INSPECTIONS AND TESTING WILL BE PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, THE ATTACHED "STATEMENT OF SPECIAL INSPECTION" AND CBC SECTIONS 1704, 1705, 1707 AND 1708

SPECIAL INSPECTIONS

REQUIRED INSPECTIONS (SEE ATTACHED SCHEDULE)
SECTION 1705.3 CONCRETE
SECTION 1705.5 WOOD
SIMPSON TITEN-HD (ESR-2713)
SIMPSON SET-3G EPOXY
(ESR-4507)

PERIODIC INSPECTION

PERIODIC INSPECTION

WHERE FABRICATION OF STRUCTURAL LOAD BEARING MEMBERS AND ASSEMBLIES IS

BEING PERFORMED ON THE PREMISES OF A FABRICATOR'S SHOP THAT IS EXEMPT TO SPECIAL INSPECTION PER CBC SECTION 1704.2.5, THE FABRICATOR SHALL SUBMIT

DOCUMENTATION THAT THEY MEET THE REQUIREMENTS OF THIS SECTION TO THE

STRUCTURAL ENGINEER OF RECORD AND THE GOVERNING JURISDICTION PRIOR TO THE

START OF FABRICATION

EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A SEISMIC FORCE

RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM OR A SEISMIC RESISTING

COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT A

WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE

OWNER PRIOR TO THE COMMENCEMENT OF THE WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE FOLLOWING:

ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS.

1. 2.

3. 4.
3-8d common (2 1/2"x0.131"); or
3-10d box (3"x0.128")
2-8d common (2 1/2"x0.131")
2-16d common (3 1/2"x0.162")
Collar tie to rafter
Face nail
Face nail
Each end,
toenail
Each end,
toenail
End nail
3-10d common (3"x0.148"); or
4-10d box (3"x0.128")
(c)
Each joist,
toenail
3-10d common (3"x0.148"); or
3-16d box (3 1/2"x0.135"); or
4-10d box (3"x0.128"
Face nail
Toenail
Rafter or roof truss to top plate
(See Section 2308.7.5., Table
2308.7.5)
2-16d common (3 1/2"x0.162"); or
3-10d box (3"x0.128")
Toenail
3-10d common (3 1/2"x0.148"); or
3-16d box (3 1/2"x0.135"); or
4-10d box (3"x0.128")
Roof rafters to ridge valley
or hip rafters; or roof rafter to
2-inch ridge beam
End nail
16" o.c.
face nail
16d common (3 1/2"x0.162"); or
16d common (3 1/2"x0.162");
10d box (3"x0.128")
Stud to stud (not at braced wall
panels)
12" o.c.
face nail
24" o.c.
face nail
16" o.c.
face nail
16d box (3 1/2"x0.135"); or
Stud to stud and abutting studs
at intersecting wall corners (at
braced wall
panels)
4-8d common (2 1/2"x0.131"); or
4-10d box (3"x0.128") Continuous header to stud
16d common (3 1/2"x0.162"); or
Toenail
16" o.c.
face nail
10d box (3"x0.128")
Top plate to top plate 12" o.c.
face nail
8-16d common (3 1/2"x0.162"); or
12-10d box (3"x0.128")
16d common (3 1/2"x0.162"); or
Top plate to top plate, at
end joints
16d box (3 1/2"x0.135")
Each side of
end joint,
face nail
(min. 24" lap
splice length
ea. side of
end joint
Bottom plate to joist, rim joist,
band joist or blocking (not at all
braced wall panels)
2-16d common (3 1/2"x0.162"); or
3-16d box (3 1/2"x0.135")
4-8d common (2 1/2"x0.131"); or
4-10d box (3"x0.128")
16" o.c.
face nail
2-16d common (3 1/2"x0.162"); or
3-10d box (3"x0.128")
12" o.c.
face nail
16" o.c.
face nail
Toenail
Bottom plate to joist, rim joist,
band joist or blocking
at braced wall panels
2-16d common (3 1/2"x0.162"); or
3-10d box (3"x0.128")
End nail
Stud to top or bottom plate
Top plates, laps at corners and
intersections Face nail
3-8d common (2 1/2"x0.131"); or
3-10d box (3"x0.128")
8d common (2 1/2"x0.131"); or
10d box (3"x0.128")
2-8d common (2 1/2"x0.131"); or
2-10d box (3"x0.128")
FLOOR
2-16d common (3 1/2"x0.162")
Toenail Joist to sill, top plate, or girder
Rim joist, band joist, or blocking
to top plate, sill or other framing
below
6" o.c.,
toenail
1"x6" subfloor or less to each
joist Face nail
2" subfloor to joist or girder Face nail
2" planks (plank & beam - floor
& roof) 2-16d common (3 1/2"x0.162") ea. bearing,
face nail
20d common (4"x0.192")
10d box (3"x0.128"); or
3"x0.131" nails; or
3" 14 gage staples, 7/16" crown
And:
20d common (4"x0.192")
10d box (3"x0.128")
32" o.c.,
face nail at
top and
bottom
staggered
on opposite
sides
24" o.c.,
face nail at
top and
bottom
staggered
on opposite
sides
Ends and at
each splice,
face nail
Built-up girders and beams,
2" lumber layers
3-16d common (3 1/2"x0.162"); or
4-10d box (3"x0.128")
3-16d common (3 1/2"x0.162"); or
4-10d box (3"x0.128"
Each joist
or rafter,
face nail
End nail
Ledger strip supporting joists or
rafters
Joist to band joist or rim joist
2-8d common (2 1/2"x0.131"); or
2-10d box (3"x0.128")
Joist to band joist or rim joist Each end, toe
nail

NAILING PER SCHEDULE ABOVE IS TO BE USED WHERE NAILING IS NOT SPECIFIED ON PLANS OR DETAILS. NAILING PER PLANS AND DETAILS SUPERCEDE NAILING SCHEDULE UNLESS APPROVED BY ENGINEER.

NAIL SPECIFIED ARE COMMMON: 8d= 2 1/2"x0.131"
10d= 3"x0.148"
16d= 3 1/2"x0.162"
20d= 4"x0.192"

FOR ALTERNATE NAILING AND INFORMATION NOT SHOWN, SEE COMPLETE TABLE CBC 2304.10.1

3. 2.

1. NOTES:

NAILING SCHEDULE (CBC TABLE 2304.10.1)

DESCRIPTION OF ELEMENTS NUMBER AND TYPE

OF FASTENER

SPACING
AND

LOCATION
ROOF
Blocking between ceiling joists,
rafters or trusses to top plate or
other framing below

1. Blocking between rafters or
truss not at the wall top plate,
to rafter or truss

2. 3. Ceiling joist not attached to
parallel rafter, laps over
parititions (no thrust) (see
Section 2308.7.3.1, Table
2308.7.3.1)
3-16d common (3 1/2"x0.162"); or
4-10d box (3"x0.128")
3-8d common (2 1/2"x0.131"); or
3-10d box (3"x0.128")
16d common (3 1/2"x0.162") Flat blocking to truss
and web filler
Ceiling joist to top plate

5. 6.

7. WALL

8. 9.

11. 12.

13. 14.

15. 16.

17. 21.

22. 23.

24. 25.

26. 27.

28. 29.

HU410 MAX. B410
ITS
HGUS

HANGER SCHEDULE

SIMPSON DESIGNATION

MEMBER FACE MOUNT TOP FLANGE
2x4
2x6
3x8
2x8
2x10
2x12
4x6
4x8
4x10
4x12
6x6
6x8
6x10
6x12
14" TJI
16" & 20" TJI
LVL 1 3/4x9 1/2
U24
U26
U36
LU28
U210
HU48 MAX.

HU412 MAX.

U66
HU68
U610
HU612
IUS
IUS
IUS
MIU
HU9 MAX
HU11 MAX
U14
HGUS
HGUS
HGUS
HGUS
HGUS
LBV1.81/14
MIT11.88
GLTV
HGLTV
GLTV
LEG3
EG5
EG7
WNP68
HU412TF
HU24TF
JB26
W38
JB28
JB210A
JB212A
W46
ITS
MIT
ITS1.81/9.5
B48
LVL 1 3/4x11 7/8
LVL 1 3/4x14
PSL 3 1/2
PSL 5 1/4
PSL 7
GLB 3 1/8
GLB 5 1/8
GLB 6 3/4
GLB 8 3/4
B610
HU612TF
ITS
WNP66
MAX.

U210 HU46
HHGU EG9
9 1/2" TJI
11 7/8" TJI
NOTES:

1. INSTALL PER MANUFACTURER'S INSTRUCTIONS. FILL ALL HOLES WITH FASTENERS SPECIFIED.

2. USE SKEWED AND/OR SLOPED HANGERS AS REQUIRED.

3. HANGERS ARE TYPICAL U.O.N. IN DRAWINGS.

4. SCHEDULE ABOVE BASED ON SIMPSON STRONG TIE WOOD
CONSTRUCTION CONNECTORS C-C-2021.

INTERIOR

STUD WALL SCHEDULE

STUD WALL SCHEDULE
WALL
TYPE
LEVEL
MAX. HEIGHT
1ST FLOOR
10'-0"

EXTERIOR WALL

INTERIOR SINGLE WALL
2x6 AT 16" O.C.
2x4 AT 16" O.C.

DF NO. 2

BALLOON FRAMED STUD WALL SCHEDULE

STUD GRADE

HEIGHT EXTERIOR
9'
10'
11'
12'
13'
14'
15' 2x6, DF NO.1
AT 16" O.C.
2x6, DF NO.1
AT 16" O.C.
2x6 AT 16" O.C.
2x6 AT 16" O.C.
2x6 AT 16" O.C.
2x6 AT 16" O.C.
2x6 AT 16" O.C.
2x4, DF NO.1, AT 8" O.C. OR
2x6, DF NO.1, AT 16" O.C.
2x4, DF NO.1, AT 8" O.C. OR
2x6, DF NO.1, AT 16" O.C.
2x4 AT 12" O.C.
2x4 AT 12" O.C.
2x4 AT 16" O.C.
2x4 AT 16" O.C.
2x4 AT 16" O.C.

DROP IN FLOOR ELEVATION

DETAIL NUMBER

SHEET NUMBER
SLOPE

SLOPED FINISH SEE ARCHITECTURAL DRAWING

DEPRESSED FLOOR
-
-

POST ABOVE FRAMING
DBL.

HDR

CMSTXX (X,Y)
NOTE:

X=LENGTH TO LEFT

CENTER OF STRAP
Y=LENGTH TO RIGHT

BOTH IN FEET
HEADER BELOW FRAMING USE TYP. HEADER
PER SCHED. 10/S8.1, U.O.N. ON PLAN

CEILING BEAM OR DROPPED BEAM BELOW

FRAMING
HD HOLD DOWN, SEE DETAIL 12/S5.3 FOR HDU
AT FOUNDATION AND SEE DETAIL 11/S8.2
FOR HOLD DOWN AT FLOOR.

BUILT-UP FLOOR AT FLOOR FRAMING PLAN AND

CALIFORNIA FRAMING AT ROOF FRAMING PLAN

CONTINUOUS WOOD MEMBER IN SECTION
UNDER FLOOR VENT, S.A.D.

WOOD BLOCKING MEMBER IN SECTION

POST BELOW FRAMING

WALLS ABOVE FOR ANCHOR BOLT
REQUIREMENTS SEE 8/S8.2

WALLS BELOW FLOOR/ ROOF FRAMING
SEE 1/S8.1

FRAMING MEMBER

DIAGRAMMATIC EXTENT OF FRAMING

DOUBLE JOISTS OR RAFTER

HANGER SEE SCHEDULE ON THIS SHEET
CEILING JOIST FRAMING DIRECTION S.A.D.,
SEE 10/S8.4 FOR SCHEDULE

FOR CLARITY STRAP ARE SHOWN OFFSET FROM WALL,
SEE SPECIFIED DETAILS FOR ACTUAL STRAP LOCATION.

STRUT
DENOTES STRUT, SEE DETAIL 3/S8.4

SHEAR WALL BELOW SEE FLOOR PLAN BELOW

FOR NAILING INFORMATION

SHEAR WALL ABOVE SEE SHEARWALL
SCHEDULE ON DETAIL 4/S8.2.
" " DENOTES EDGE NAILING.

IN ADDITION TO THE SPECIFIC LOCATIONS

SHOWN ON THE PLANS, ALL THE EXTERIOR

WALLS SHALL BE SHEATHED WITH PLYWOOD

INCLUDING ABOVE AND BELOW ALL WALL
OPENINGS, AND INCLUDING GABLE WALLS.

NAIL PER MARK " 6 " ON SCHEDULE.
#
X'-X"
X'-X" = MIN. CALCULATED SHEAR WALL LENGTH,
S.A.D. FOR ACTUAL WALL DIMENSIONS.
#

HORIZONTAL COLLECTOR STRAP,
SEE DETAIL 9/S8.2.

INDICATES JOIST SPLICE

BEARING WALL

BEAM/GIRDER
V

NEW CONTINUOUS FOUNDATION UNDER STRUCTURAL WALL
18" DIAMETER DRILLED PIER U.O.N. PIER SHALL
BE EMBEDDED MINIMUM OF 8 FEET INTO THE

UNDERLYING CLAYSTONE BEDROCK OR A DEPTH

EQUAL TO THE THICKNESS OF OVERBURDEN,
WHICHEVER IS GREATER.

CONCRETE CURB OR HIGH STEM
S1.1

GENERAL

STRUCTURAL
SHEET

12.21 FOUNDATION PLAN
1/4"=1'-0"
Consultants
Architect
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.

Drawing Record
Printed:

Project
Sheet
165 10th Street, Suite 100
San Francisco, CA 94103
415.346.4040 www.gelfand-partners.com
Client 3/8/2023 9:40:20 AM ESE #: 3587
39675 Cedar Blvd., Suite 295C
Newark, California 94560
Tel: 510.573.1557
eFax: 973.924.0663
www.elementse.com
structural engineers, inc.

BEACH STREET

RESTROOM
2220.00
Adjacent to 106 Beach Street
Santa Cruz, CA 95060

REV DESCRIPTION DATE
PERMIT SUBMITTAL 05/01/23
8/10/2023 4:12:12 PM
1 PERMIT RE-SUBMITTAL 06/26/23
2 PERMIT RE-SUBMITTAL III 08/14/23
FOUNDATION NOTES:

1. SEE GENERAL NOTES AND SYMBOLS ON SHEET S1.0 AND S1.1.

2. SEE ARCHITECTURAL PLANS FOR ACTUAL FINISH FLOOR AND PAD ELEVATIONS 3 FOR DRAINAGE DETAILS, SUMPS, PITS, DAMPROOFING, TRENCHES, CURBS, EXTERIOR WALKS, UTILITIES EQUIPMENT DETAILS, STEPS, DIMENSIONS NOT SHOWN, ETC., SEE DRAWINGS OTHER THAN STRUCTURAL.

4. CONTRACTOR TO DETERMINE REQUIRED HEIGHT OF CONCRETE CURB TO MAINTAIN REQUIRED 8" MIN. SEPARATION FROM FINISH GRADE TO WOOD AND 6" SEPARATION FROM FINISHED FLATWORK TO WOOD. PROVIDE CONCRETE CURB AS REQUIRED AND SHOWN IN DETAILS. STEP CURBS AS NEEDED, TYPICAL AT ALL PERIMETER WALLS.

5. SEE DETAIL 1,2,3,4, ON SHEET S5.1 FOR TYPICAL CONCRETE REINFORCING REQUIREMENTS.

6. ALL HOLD DOWN CONNECTIONS SHALL BE RE-TIGHTENED JUST PRIOR TO CLOSURE.

7. HOLD DOWN ANCHORS TO BE SET AND POSITIONED IN PLACE PRIOR TO CALLING FOR FOUNDATION INSPECTION.

8. THE FASTENERS EMBEDDED INTO CONCRETE SHALL BE ATTACHED TO OR HOOKED AROUND

REINFORCING STEEL OR OTHERWISE TERMINATED TO EFFECTIVELY TRANSFER FORCES TO THE REINFORCING STEEL.

9. FASTENERS IN PRESERVATIVE-TREATED WOOD (ANCHOR BOLTS, NAILS, SCREWS, ETC. AT ALL

EXTERIOR WALL CONSTRUCTION) SHALL BE APPROVED SILICON BRONZE OR COPPER, STAINLESS STEEL OR HOT-DIPPED ZINC-COATED STEEL (CBC SECTION 2304.10.6).

ROOF FRAMING PLAN
1/4"=1'-0"

ROOF FRAMING NOTES

1. SEE GENERAL NOTES AND SYMBOLS ON SHEET S1.0 AND S1.1.

2. SEE DETAIL 12/S8.1 FOR ALLOWABLE HOLES AND NOTCHES AT FRAMING MEMBERS.

3. SEE DRAWINGS OTHER THAN STRUCTURAL FOR FLOOR DEPRESSIONS, MECHANICAL, ELECTRICAL AND SHAFT OPENINGS, ETC.

4. SAWN LUMBER BEAMS SPECIFIED MAY BE SUBSTITUTED WITH PREFABRICATED BEAMS (ie. LSL) AS A CONTRACTOR OPTION. THIS SUBSTITUTION SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD.

5. ALL WOOD BEAMS SHOWN ON PLAN SHALL BE SUPPORTED ON WOOD POSTS PER SCHEDULE ON DETAIL 11/S8.1 UNLESS OTHERWISE NOTED.

6. SEE DETAIL 2/S8.2 FOR ROOF PLYWOOD NAILING.

7. ALL LUMBER EXPOSED TO WEATHER SHALL BE P.T. OR WOLMANIZED.

8. 9. FRAMING SUBCONTRACTOR SHALL VERIFY THAT THE MAXIMUM RIDGE HEIGHT (MAX BUILDING HEIGHT) IS AT LEAST 6" BELOW THE MAXIMUM ALLOWABLE. THE

SUBCONTRACTOR TO CONTACT GENERAL CONTRACTOR AND ARCHITECT PRIOR TO SETTING THIS RIDGE.

REFER TO DETAIL 3/S8.1 FOR REQUIRED TOP PLATE SPLICE INFORMATION.

10. EXISTING FRAMING: CONTRACTOR SHALL PROVIDE AN ALLOWANCE FOR REPLACEMENT OF 45% OF THE BUILDING'S EXISTING WOOD FRAMING. NEW

WOOD FRAMING MATERIALS SHALL MATCH THE EXISTING MEMBER SIZE AND COMPLY TO THE WOOD GENERAL NOTES ON SHEET S1.0.
1 HDU2
(E) T & G DECKING
(E) 8x12
(E) 4x6(E) 4x6
(E) 4x6(E) 4x6
(E) 4x6
10 S8.2
11 S8.2
11 S8.2
10 S8.2 1/2" ROOF PLYWOOD OVERLAY,
SEE DET. 2
S8.2
(E) 4x6(E) 4x6(E) 4x6(E) 4x6(E) 4x6(E) 4x6
(E) 4x6(E) 4x6(E) 4x6(E) 4x6(E) 4x6(E) 4x6
(E) OPEN (E) OPEN (E) OPEN
(E) OPEN (E) OPEN (E) OPEN
CS16 (2,7) CS16 (2,7)
CS16 (2,7) CS16 (2,7)
12 S8.2 CS16
(E) 8x12
TYP.CS16 CS16 CS16 CS16 CS16 CS16
CS16 (2,7)
CS16 (2,7)
CS16 (2,7)
CS16 (2,7)
CS16 (2,7)
CS16 (2,7)
CS16 (2,7)
CS16 (2,7)
23'-0"
6 29'-6"
6 23'-0" 6 17'-0" 6
HDU2 HDU2
HDU2
HDU2
HDU2
HDU2
(E) 6" CONC. S.O.G
(E) 7" CONC. SLAB
(8" AT CANTILEVER)
(E) 10" SQ. CONC.

PRESTRESSED PILE,
TYP.
(N) POST WITHIN
(N) WALL

TO SUPPORT

E) ROOF BEAM
(E) WARF

PEDESTRIAN DECK
(E) WARF

PEDESTRIAN DECK
(E) CONC. BEAM
BELOW
S2.1

FOUNDATION

PLAN AND ROOF

FRAMING PLAN
11 S5.1
12 S5.1
11 S5.1
TYP. AT (N)

HOLD DOWN
11 S5.1
11 S5.1
12 S5.1
TYP. AT (N)
HOLD DOWN 11
S5.1
9 S5.1
TYP.
9 S5.1
(E) WARF

PEDESTRIAN DECK
(E) TRASH

ENCLOSURE
A
C
D
B
C.1
2 3 3.1 4
A
C
D
B
C.1
2 3 3.1 4
2 12.22
S5.1

CONCRETE

DETAILS
Consultants
Architect
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.

Drawing Record
Printed:

Project
Sheet
165 10th Street, Suite 100
San Francisco, CA 94103
415.346.4040 www.gelfand-partners.com
Client 3/8/2023 9:40:20 AM ESE #: 3587
39675 Cedar Blvd., Suite 295C
Newark, California 94560
Tel: 510.573.1557
eFax: 973.924.0663
www.elementse.com
structural engineers, inc.

BEACH STREET

RESTROOM
2220.00
Adjacent to 106 Beach Street
Santa Cruz, CA 95060

REV DESCRIPTION DATE
PERMIT SUBMITTAL 05/01/23
8/10/2023 4:12:12 PM
1 PERMIT RE-SUBMITTAL 06/26/23
2 PERMIT RE-SUBMITTAL III 08/14/23
1 2
3 4
5 7
8 9
10 11
12 D
D
135° A or G
J
D
D
D
H

STANDARD HOOKS, STIRRUPS, AND TIES
N.T.S.
05-100-01 NOTES: d = BAR DIAMETER D = MINIMUM DIAMETER OF BEND D = 6d FOR #3 THROUGH #8 BAR
SIZE
D
(IN.)
TABLE 1A - STANDARD REINFORCING STEEL HOOKS

STANDARD HOOK LENGTH
(INCHES)
180°
A or G J A or G
90°
#3
#4
#5
#6
#7
#8
2 1/4
3 3 3/4
4 1/2
5 1/4
6 11
10 8
7 6
5 3
4 5
6 7
8 16
14 12
10 8
6 TABLE 1B - TYPICAL STIRRUP AND TIE HOOKS
BAR
SIZE
D
(IN.)

STIRRUP HOOK LENGTH
(INCHES)
90°
A or G A or G Happrox.
#3
#4
#5
#6
#7
#8 6
5 1/4
4 1/2
2 1/2
2 1 1/2 4
4 1/2
6 12
14 16 10 1/2
9 8
5 1/2
4 1/2
4 2 1/2
3 3 3/4
4 1/2
5 1/4 NOTES: d = BAR DIAMETER D = MINIMUM DIAMETER OF BEND D = 6d FOR #3 THROUGH #5 AND 12d FOR #6 THROUGH #8 6 12d
A or G
180 BEND
90 BEND A or G
A or G
6d
135 BEND 90 BEND HOOK LENGTH
4d
2 1/2" MIN.
3" MIN. 6d
D
15 14 12 11

TYPICAL REINFORCEMENT EMBED
N.T.S. 90° HOOK EMBED. PER SCHEDULE
05-100-02

CONCRETE

ABOVE MEMBER
90° HOOK EMBEDMENT FOR GRADE 60 REINFORCING
f'c 2,500 PSI 3,000 PSI 4,000 PSI 5,000 PSI
EMBED.
(IN)
EMBED.
(IN)
EMBED.
(IN)
EMBED.
(IN)
BAR
SIZE
#3 9 9 8 7
#4 12 11 10 9
#5
#6
#7
#8 24
21 18 17
20 22 19
17 15 13
15 17
#7
#8
#5
#6
#4

OTHER BARS
f'c f'c
6 1 0"
(3" MAX. IN COLUMN VERT. REINF.)

VERTICAL LAP
OFFSET

TOP BAR LAP SPLICE

TYPICAL REINFORCEMENT LAP SPLICE
N.T.S.
05-100-03

TOP BAR

OTHER BAR

OTHER BAR LAP SPLICE

HORIZONTAL LAP

LAP SPLICE
CLASS B TENSION LAP SPLICE FOR GRADE 60 REINFORCING (INCHES)

LAP SPLICE

TOP BARS
BAR
SIZE
#3
2,500
PSI
3,000
PSI
4,000
PSI
5,000
PSI
2,500
PSI
3,000
PSI
4,000
PSI
5,000
PSI
NOTES:

TOP BARS = HORIZONTAL BARS (OTHER THAN IN WALLS) PLACED WITH MORE THAN 1'-0" OF FRESH CONCRETE CAST BELOW THEM.

1. ABOVE TABLES ARE BASED UPON MINIMUM CLEAR COVER GREATER THAN 1.5db AND MINIMUM CLEAR SPACING GREATER THAN 4db. WHERE EITHER OF THESE REQUIREMENTS IS NOT MET, INCREASE THE LAP LENGTH BY 33%.

2. 3. USE CLASS B LAP SPLICE FOR ALL BAR SPLICES TYPICAL 70 61
42 35
28 23 21 18
31 38
46 67
76 61
53 37
31 24 22
27 33
48 54
17 18
24 30
36 52
59 54
47 32
27 22
16 14
19 24
28 41
47 42
37 25
21 13
17 1'-0" OR MORE OTHER BAR LAP SPLICE
PROVIDE 2 VERT.

TYPICAL CONCRETE MEMBER
AT INTERSECTIONS - PLAN VIEW N.T.S.
05-100-04

ADDED TYPICAL VERTICAL BARS

FOR ANCHORAGE AS SHOWN ON

INSIDE OF HORIZONTAL BARS
STD. HOOKS

BEND BAR DOWN
W/ STD. HOOK

BEND BAR DOWN
W/ STD. HOOK
STD. HOOKS
PROVIDE 2 VERT.

BARS MIN. U.O.N.
0"
TYP. 0" TYP. 1 1/2"
1'-0"
B
A
C 0"
1ST POUR

INTERMITTENT KEY- FORM W/
SHAPED 2x - 6" LONG SPACED
AT 2'-0" O.C.
1/2"Øx2'-0" LONG

SMOOTH DOWELS SPACED
AT 1'-0" O.C.

TYPICAL CONSTRUCTION AND
CONTROL JOINT AT SLAB ON GRADE 1"=1'-0"
05-100-07
BOND BTWN. CONC. AND
DOWEL IN 1ST POUR SHALL

BE PREVENTED BY

APPLICATION OF GREASE

OR OTHER ACCEPTABLE

METHODS
NOTES:

AT CONTRACTOR'S OPTION USE EITHER SAWCUT
OR PLASTIC STRIP CONTROL JOINTS.

LOCATE CNTRL. AND CONSTR. JNTS. TO ENCLOSE

APPROXIMATELY SQUARE AREAS (WIDTH TO LENGTH
RATIOS OF ENCLOSED AREAS SHALL NOT EXCEED 1.33)
NO GREATER THAN 300 SQUARE FEET.

2. 1.
1/4 IN. SAWCUT

PLASTIC STRIP

PLASTIC STRIP

CONTROL JOINT
SAWCUT

CONTROL JOINT
TYP. CONSTRUCTION JOINT
2ND POUR EQ. PER PLAN S.A.D.

A B
#4 AT 1'-4" O.C. E.W.,
SLAB REINF.

SLAB-ON-GRADE
1"=1'-0"
05-100-08
C A
15 MIL STEGO

VAPOR BARRIER
4" MIN. CLEAN, FREE

DRAINING GRAVEL

OR CRUSHED ROCK
REINF. TO BE SUPPORTED

ON CONCRETE BLOCKS
AT 4'-0" O.C. EA. WAY
#4 CONT. TOP & BOTTOM
#4 AT 1'-4" O.C. E.W.,
SLAB REINF.

EDGE AT

EXTERIOR SLAB

INTERIOR
SLAB

EXTERIOR SLAB
SEE FOR INFO.

NOT NOTED
4" MIN. CLEAN, FREE DRAINING

GRAVEL OR CRUSHED ROCK W/
95% COMPACTION
2"
CLR. 8"
8"
U.O.N. EQ.
6 *

INSTALLATION OF EPOXY
SIMPSON SET-3G ESR-4507 N.T.S.

EPOXY-TIE INSERT CARTRIDGE INTO DISPENSING TOOL.

PREPARATION *
*
*
*
*
*
REMOVE PLUGS FROM CARTRIDGE AND ATTACH A MIXING NOZZLE. BEFORE INJECTING, CHECK THAT NOZZLE IS FREE OF GELLED OR HARDENED MATERIAL.

DISPENSE BEAD OF EPOXY-TIE OFF TO THE SIDE TO CHECK FOR PROPER MIXTURE (A UNIFORM TEAL COLOR) BEFORE USING.

TIGHTEN RETAINING NUT ON NOZZLE. DO NOT OVER-TIGHTEN.

CAUTION: EPOXY WILL START TO HARDEN IN THE MIXING NOZZLE AFTER 30 MINUTES AT TEMPERATURES OF 70° AND ABOVE
REPLACE NOZZLE TO AVOID BLOWOUTS.

IF USING A PNEUMATIC DISPENSING TOOL, AIR PRESSURE MUST BE REGULATED AT 80-100 PSI.

A PARTIALLY CARTRIDGE MAY BE STORED UP TO ONE YEAR FOR FUTURE USE.

STORE AT A TEMPERATURE ABOVE 45° F.

DRILL-DRILL HOLE TO

DIAMETER OF EMBEDDED
BAR + 1/8" AND A DEPTH
OF 10 TIMES DIAMETER

EMBEDDED BAR

CLEAN-REMOVE DUST FROM HOLE WITH OIL-FREE COMPRESSED AIR FOR A MINIMUM OF 4 SECONDS. COMPRESS AIR NOZZLE MUST

REACH THE BOTTOM OF THE HOLE CLEAN WITH NYLON BRUSH FOR A MINIMUM OF 4 CYCLES AND BLOW OUT REMAINING DUST. BRUSH SHOULD PROVIDE RESISTANCE TO INSERTION. IF NO RESISTANCE IS FELT, THE BRUSH IS WORN AND MUST BE REPLACED. DUST LEFT IN HOLE WILL REDUCE THE EPOXY'S HOLDING CAPACITY.

FILL-DISPENSE BEAD OF

ET OFF TO THE SIDE TO

CHECK FOR PROPER

MIXTURE (A UNIFORM

GRAY COLOR) BEFORE
USING. FILL HOLE
1/2-2/3 FULL, STARTING

FROM BOTTOM OF HOLE
TO AVOID AIR POCKETS.

WITHDRAW NOZZLE AS
HOLE FILLS UP.

INSERT-ANCHORS

MUST BE CLEAN AND

OIL FREE INSERT

ANCHOR, TURNING

SLOWLY UNTIL THE

ANCHOR HITS THE
BOTTOM OF THE HOLE.

DO NOT DISTURB
DURING SET TIME.

NOTES:

SPECIAL INSPECTION REQUIRED
4 CYCLES
(MIN.)
4 SECS.
(MIN.)
4 SECS.
(MIN.)

INSTALLATION INTO CONCRETE
80 PSI
(MIN.)
80 PSI
(MIN.)
RESIN HARDENER 4" EMBED
#4 AT 1'-0" O.C.
(2 MIN.) EPOXY DOWEL
TO (E) CONC. S.A.D. (E) SLAB
(N) CURB AT (E) SLAB
1"=1'-0"

PLYWOOD WHERE

OCCURS PER PLAN
3x P.T. D.F. SILL
W/ A.B. PER 6/S8.2,
SEE NOTE 1
(N) CURB
#4 CONT. RCJ PER S1.0
(N) OR (E) STUD WALL,

SEE NOTES
(N) OR(E) MUDSILL S.A.D. (E) SLAB

HOLD DOWN AT (E) SLAB
1"=1'-0"

HOLD DOWN

PER PLAN
RCJ PER S1.0
(E) STUD WALL

HOLD DOWN SCHEDULE

HD TYPE
HDU2
HDU4 4x
4x
MIN. POST
WIDTH

THREADED
ROD DIA.
5/8" DIA.
5/8" DIA.

NOTES:

POST PER PLAN MAY BE LARGER.

FOOTING REINFORCEMENT NOT SHOWN FOR CLARITY.

3. THREADED ROD SHALL BE F1554 36 KSI.

2. 1.
103-12
(N) PLYWOOD
PER PLAN 2" CLR.

E.N. PLYWOOD
TO POST, U.O.N.

C OF STUD L

4. FOR INFO NOT NOTED, SEE DET. 11/-.

NOTE:

1. DEMO EXISTING SILL PLATE AND CUT BOTTOM OF EXISTING STUDS WHERE NEW CURBS ARE ADDED.

2. NOTIFY ARCHITECT AND ENGINEER IF STUDS ARE DAMAGED ABOVE THE HEIGHT OF THE NEW MUDSILL. STUD REPLACEMENT OR
SISTERING OF NEW STUD TO EXISTING STUD MAY BE REQUIRED.

3. A MAX OF 1/4 OF THE TOTAL DAMAGED STUD HEIGHT MAY BE REPLACED AND SISTERED WITH A NEW STUD USING 2-16D NAILS AT 6" O.C. CUT 1'-0" BEYOND DAMAGED STUD SECTION AND SISTER STUD PER NOTED CONNECTION REQUIREMENT. ANY DAMAGE
EXCEEDING 1/4 OF THE TOTAL STUD HEIGHT WILL REQUIRE FULL STUD REPLACEMENT. 5" EMBED
1 1/2"
S.A.D.

FINISHES, S.A.D.

FINISHES, S.A.D.

S.A.D. S.A.D. (E) SLAB
(N) CURB
2-#4 CONT.

RCJ PER S1.0
1 3/4"
SCREEN S.A.D.
8"
S.A.D.

PRE-MANUF. SCREEN

BASE BY OTHERS
DRILL AND EPOXY 1/2"Ø
S.S. (316) ALL THREAD
W/ 4 1/2 EMBED INTO THE (E) SLAB, TYP.

SCREEN CONNECTION AT (N) CURB
1"=1'-0" 6'-0" MAX.

NOTE:

FOR INF. NOT NOTED, SEE DET. 11/-.

12.23 S8.1

WOOD DETAILS
Consultants
Architect
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.

Drawing Record
Printed:

Project
Sheet
165 10th Street, Suite 100
San Francisco, CA 94103
415.346.4040 www.gelfand-partners.com
Client 3/8/2023 9:40:20 AM ESE #: 3587
39675 Cedar Blvd., Suite 295C
Newark, California 94560
Tel: 510.573.1557
eFax: 973.924.0663
www.elementse.com
structural engineers, inc.

BEACH STREET

RESTROOM
2220.00
Adjacent to 106 Beach Street
Santa Cruz, CA 95060

REV DESCRIPTION DATE
PERMIT SUBMITTAL 05/01/23
8/10/2023 4:12:12 PM
1 PERMIT RE-SUBMITTAL 06/26/23
2 PERMIT RE-SUBMITTAL III 08/14/23
1 2
3 4
5 6
7 8
9 10
11 12

BEARING OR SHEAR WALL FRAMING
1/2"=1'-0"
L L

FOR WALL INTERSECTIONS
AT SHEAR WALL, SEE DET. 7/S8.2
08-101-01

UPPER P
SPLICE

LOWER P
SPLICE
4'-0" MIN. TOP PLATE SPLICE
SEE DET. 3/-, U.O.N.
2-2x TOP PLATE
TYP.

ABUTT SPLICES

OVER PLATE STUDS

PLATE PENETRATIONS,
SEE DET. 6/-
3x MUDSILL

ANCHOR BOLT,
SEE DET. 8/S8.2
AND 4/S8.2 7" MIN. WALL N.S. OR F.S. WALL HEIGHT "H"
NOTES:

1. USE CBC 2022 TABLE 2304.10.2 FOR OTHER NAILING REQUIREMENTS NOT NOTED.

2. FOR TALLER WALLS, SEE DET. 2/-.

3. FOR WALL FRAMING SIZE AND SPACING, SEE SCHED. ON SHEET S1.1.

BALLOON FRAMED WALLS
1/2"=1'-0"
08-101-04
NOTES:

1. FOR INFO NOT NOTED SEE DET. 1/-.

2. PROVIDE FULL HT. STUDS FROM SILL PLATE
TO DBL. TOP PLATE.

3. FOR WALL FRAMING SIZE AND SPACING, SEE
SCHED. ON SHEET S1.1.

4. USE MSTI36 STRAP AT LEDGER SPLICE.

BOT. OF
LEDGER

TOP PLATE
"H" USE FULL

HEIGHT WALL
STUDS. DO NOT

BREAK STUDS

WITHOUT

PROVIDING

ADEQUATE
BRACING.

ADD A35 T&B

WHEN STUDS
EXCEED 11'-0" SOLE PLATE SOLE PLATE
STUD WALL HEIGHT "H" UNSUPPORTED PARAPET WALL WHERE OCCURS 16-16d EA. SIDE OF
SPLICE
A
B

TOP PLATE SPLICE
AT BEARING OR SHEAR WALLS 1"=1'-0"
08-101-05
EQ.

TYP.

CL SPLICE
4'-0" MIN.

LOWER PLATE SPLICE
EQ.

TYP.

UPPER PLATE SPLICE

TOP PLATE NAILS
E.N.

PLAN

SECTION

TYPICAL FRAMING OPENINGS IN WALL
N.T.S.

A B

PROVIDE SAME

BEARING STUDS

UNDER A BEARING

STUD AT FLOOR
ABOVE
A35 FRMG. CLIPS REQUIRED AT OPENING 6'-0"
AND GREATER. PROVIDE ONE EA. SIDE OF

STUDS T&B, AT HEADER, AND AT WINDOW SILL WINDOW DOOR

CONVENTIONAL
HDR
HDR W/ HGR S.A.D.
08-101-07

PER NAILING

SCHEDULE

INTERNAIL STUDS
16d AT 6" O.C.

STAGGERED TYP.

HU HANGER EACH

SIDE OF BUILT-UP
HEADER

INTERNAIL STUDS
16d AT 6" O.C.

STAGGERED TYP.

WINDOW SILL

ADDITIONAL STUD

HHU HANGER

KING STUDS
OPENING WIDTH S.A.D.

BEARING STUD

HEADER PER PLAN
NOTES:

1. SEE SCHED. ON 10/- FOR STUD REQUIREMENT.

2. FOR WINDOW SILL: . USE 1-2x BEARING STUD AT
OPENING 4'-0" OR LESS USE 2-2x BEARING STUD AT
OPENING 4'-0" TO 6'-0". FOR OPENING GREATER THAN
6'-0" NOTIFY EOR.

3. FOR 2x4 WALLS USE A34 CLIPS
NON-STRUCTURAL INTERIOR WALL OP'G.

N.T.S.

A B

KING STUDS
OPENING WIDTH S.A.D.
4'-0" MAX. (6'-6" MAX. AT CLOSET)
2x HEADER, PER PLAN

BASE AT WINDOW BASE AT DOOR/CLOSET
2x4 WINDOW SILL
2-16d
2-16d
08-101-09
S.A.D. WINDOW DOOR/CLOSET

BEARING STUD
INTERNAIL STUDS 16d
AT 6" O.C. STAGG., TYP.

NOTES:

1. SEE S101 FOR STUD REQUIREMENT.

2. USE1-2x BEARING STUD AT OPENING 4'-0" TO 6'-6".

FOR OPENING GREATER THAN 6'-6", NOTIFY E.O.R.

CONT. TOP PLATE, TYP.

STRENGTHENING PENETRATION
THROUGH BEARING OR SHEAR WALL N.T.S.

A
4'-0" MIN. TO NEAREST TOP

PLATE SPLICE
5 1/2"
MAX.
08-103-02

CL PIPE
4'-0" MIN. TO NEAREST TOP

PLATE SPLICE
1 3/4" MAX. AT 2x4
2 3/4" MAX. AT 2x6
NOTE:

NOT ALL NAILS SHOWN FOR CLARITY.

TOP PLATES
2-RPS 18 STRAPS
STUD

ELEVATION

CUT NEAT HOLE
PLAN

FLUSH BEAM TO POST CONNECTION
AT WALL 1"=1'-0"
B
B
CL
A35 EA. SIDE
(USE LTP4 AT

DOOR OPENING
OR END OF SILL.)

BEAM TO POST AT WALL A SECTION VIEW

POST PER PLAN

ABOVE WHERE
OCCURS
A35 EA. SIDE (USE
LTP4 AT DOOR

OPENING OR END OF
SILL.)

SOLID BLK'G UNDER

POST WHERE BEAM

DOES NOT OCCUR
BEAM

PER PLAN
POST PER SCHED.

ON DET.11/-.

U.O.N. ON PLAN
POST PER SCHED.

ON DET.11/-.

U.O.N. ON PLAN
C

BEAM TO POST

AT SHEAR WALL
08-102-03

POST PER
PLAN
A35 EA. SIDE

BEAM PER PLAN
S.A.D.

MUDSILL
S.A.D.

MUDSILL

POST PER PLAN

MUDSILL

ELEVATION VIEW

TYPICAL BEAM TO POST CONNECTION
1"=1'-0"
A B C
L
08-102-01

CONTINUOUS BEAM
AT SIM.

BEAM

PER PLAN

ECCQ COLUMN CAP

ROTATE STRAP AS
REQD. TO CONCEAL

IN FINISHES

POST PER PLAN
CCQ
ROTATE STRAPS AS REQD.

TO CONCEAL LAG BOLTS IN
WALL, TYP.

C COL. & BM SPLICE
POST

PER PLAN
CCQ
S.A.D.

POST END CAP POST CAP BASE CAP

TYPICAL FLUSH BEAM DEEPER THAN
JOIST TO POST CONNECTION AT WALL N.T.S.

A B
B

POST PER

SCHEDULE
EPC AT 4x USE

ECCQ AT ALL

OTHER BEAMS,
U.O.N.

POST SEE DET.

SCHEDULE 8/-. CUT TOP PLATES AT

POST PROVIDE
CMSTC16 24" LONG
F.S.

A34 EA. SIDE
PER DET. 7/-.
08-102-05

POST, BEAM & STRAP
2x EA. SIDE

FULL HEIGHT
W/ 3-16d TO
BEAM
S.A.D.

DROPPED BEAM
4x BEAM

CS STRAP

SECTION
08-100-03
BEAM SIZE AT 2x4 WALL AT 2x6 WALL
4x10
4x12
4x14
6x10
6x12
GLB 3 1/8 OR PSL 3 1/2
GLB 5 1/8 OR PSL 5 1/4
GLB 6 3/4
GLB 8 3/4 OR PSL 7
4x4
4x4
4x4
4x6
4x6
4x4
4x6
4x8
4x6
4x6
4x6
6x6
6x6
6x6
6x6
6x8
4x8
6x6
NOTES:

1. POST CAPS SHALL MATCH SIZE OF CONNECTING BEAM AND SHALL BE SELECTED

FROM THE MOST CURRENT SIMPSON (STRONG-TIE CONNECTOR) CATALOG BASED ON THE MAXIMUM MANUFACTURER RECOMMENDATIONS CAPACITIES U.O.N.

2. FOR POST BASE CONNECTIONS, SEE DETAIL 7/-.

3. POSTS SPECIFIED ARE FOR SUPPORTING ONE END OF THE BEAM ONLY WHERE

TWO BEAMS FRAME INTO THE SAME LOCATION, PROVIDE A POST UNDER EACH, U.O.N.

4. PROVIDE A SAME SIZE POST PER SCHEDULE AT EACH LEVEL BELOW FOR SUPPORT UNLESS BEAM OCCURS AT THE LEVEL BELOW.

5. FOR FLUSH BEAM TO POST CONNECTION AT WALL, USE DETAIL 7/-.

6. FOR FLUSH BEAM DEEPER THAN JOIST AT WALL, USE POST CONNECTION DETAIL 9/-.

7. FOR DROP BEAM TO POST CONNECTION USE DETAIL 9/-.

TYP. BEAM TO POST CONN. SCHEDULE

ALLOWABLE HOLES FOR STRUCTURAL
SAWN LUMBER MEMBERS N.T.S.

C BEAM
AND
HOLE
D/5
L
L
08-103-01
L/3 MIN.

L/2 MAX.

NOTES:

1. D = DEPTH OF SAWN LUMBER RAFTER OR BEAM S = STUD
WIDTH L = CLEAR SPAN

2. PREDRILL CORNERS OF NOTCHES.

3. NOTCH MAY OCCUR TOP OR BOTTOM, NOT BOTH.

4. NO HOLES WITHIN 2 INCHES OF MEMBER TOP OR BOTTOM

5. DO NOT NOTCH MORE THAN THREE ADJACENT STUDS OR
BOTTOM.

6. BORED HOLES NOT PERMITTED IN MORE THAN THREE
ADJACENT STUDS WITHOUT REVIEW BY ENGINEER.

7. STUDS MAY NOT BE BORED IN EXCESS OF 40% OF THE

STUD IF STUDS ARE DOUBLED BORING MAY BE INCREASED
TO 60% OF STUD WIDTH PROVIDED NOT MORE THAN 2
SUCCESSIVE STUDS ARE BORED. BORING SHALL NOT BE

MADE AT THE SAME SECTION WHERE CUT OR NOTCH HAS
BEEN MADE.

C STUD & HOLE
S/3
MAX.

S
SMIN.

BEAM
D MIN.
3D MAX.
3D MAX.
1/2"
D/5 MAX. D/6 MAX.

D/4 MAX. NOT TO EXCEED 2" MAX.

D

SINGLE STORY WINDOW/DOOR
FRAMING SCHEDULE N.T.S.

1. 2.

UNLESS OTHERWISE NOTED ON PLANS
USE CBC 2019 TABLE 2304.10.1 FOR OTHER
NAILING REQUIREMENTS NOT NOTED.
08-100-01
2x4
2x4
2x4
-
2x4
2x4
-
2-2x4
16'-0"
4'-0"
10'-0"
8'-0"
12'-0"
EXTERIOR WALL (1), (2),(3) INTERIOR WALL (1),(2),(3)
6x6
6x12
6x10
6x12
2x6
2-2x6
2-2x6
2-2x6
2x6
2-2x6
4x12
4x12
4x8
4x12
4x10
6'-0" 6x6 2x6 2x6 4x10 2x4
2-2x6
2-2x6
2-2x6
2-2x6
2x4
2x4
2x4

3. SEE DETAIL 4/- AND 5/-.

HEADER FRAMING SCHEDULE NOTES:

OPENING
WIDTH
"W" HDR
SIZE
KING
STUD

BEARING
STUD

FRAMING
CLIPS
HDR
SIZE
KING
STUD

BEARING
STUD
5 1/4x11 7/8
PSL
NONE
NONE
A35'S WHERE
SHOWN
A35'S WHERE
SHOWN
A35'S WHERE
SHOWN
A35'S WHERE
SHOWN

CONCRETE CURB WALL

WHERE APPLICABLE

TO BE INCLUDED WITHIN
FINISHED WALL HEIGHT.
1 12.24
S8.2

WOOD DETAILS
Consultants
Architect
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.

Drawing Record
Printed:

Project
Sheet
165 10th Street, Suite 100
San Francisco, CA 94103
415.346.4040 www.gelfand-partners.com
Client 3/8/2023 9:40:20 AM ESE #: 3587
39675 Cedar Blvd., Suite 295C
Newark, California 94560
Tel: 510.573.1557
eFax: 973.924.0663
www.elementse.com
structural engineers, inc.

BEACH STREET

RESTROOM
2220.00
Adjacent to 106 Beach Street
Santa Cruz, CA 95060

REV DESCRIPTION DATE
PERMIT SUBMITTAL 05/01/23
8/10/2023 4:12:12 PM
1 PERMIT RE-SUBMITTAL 06/26/23
2 PERMIT RE-SUBMITTAL III 08/14/23
1 2
4 5
6 7
8 9
10 12
-

STAGGER HORIZONTAL PANEL
JOINTS, TYP. OR USE FULL HEIGHT

SHEETS WHERE POSSIBLE

BLOCKING AT PANEL EDGES

SAME SIZE AS PANEL EDGE
STUD, SEE DETAIL 6/-

FIELD NAILING
AT 1'-0" O.C.

EDGE NAIL AT PANEL
EDGES, SEE DETAIL 6/-

SHEATHING FACE GRAIN

PARALLEL TO STUD

EDGE NAIL TO SOLE PLATE,

WHERE OCCURS

SOLE PLATE NAILING OR SCREWS
SEE DETAIL 6/-
A35 OR SCREWS
SEE SCHEDULE ON DETAIL 6/-

WOOD FLOOR

CONDITION

CONCRETE FLOOR

CONDITION
A.B., SEE
DETAIL 8/-

HOLD DOWN PER

PLAN AT END OF
SHEAR WALL. FOR

CORNER AND

INTERSECTION, SEE
DETAIL 7/-

FULL SIZE SHEATHING
SHEET TYP.

U.O.N.

EDGE NAIL TO TIE

DOWN POST AND

PANEL EDGES

STAGGER EDGE NAIL

TO TOP PLATES
SEE DET. 3/S8.1

FRAMING MEMBER

FOR PANEL EDGE NAILING

SHEAR WALL

PER PLAN

SHEAR WALL ELEVATION
N.T.S.
08-120-05
1'-0" MIN. PARTIAL

SHEET AT WALL
END

EDGE NAIL TO
MUD SILL 7" MIN. 1'-0" MIN.

NOTES:

1. SEE SHEET S1.0 FOR PANEL THICKNESS AND GRADE.

2. FOR STRAPPED SHEAR WALL, SEE DETAIL 2/-.

TYP. STUDS
E.N. PER SCHED.

TO BLOCKING AS REQ'D
PER PLAN. SEE DET. 4A/-
PLYWOOD PANEL;

PLACE FACE GRAIN

PERPENDICULAR TO

FRAMING MEMBERS

ROOF OVERHANG

PER PLAN, SUPPORT

MEMBERS NOT SHOWN

FOR CLARITY

DIAPHRAGM

BOUNDARY
NAILING (B.N.)
PER SCHED.

ROOF OR FLOOR DIAPHRAGM
N.T.S.
10d
COMMON
8d
COMMON

STAGGER PANEL JOINTS

FRAMING MEMBERS

PER PLAN
E.N. PER SCHED.

AT PANEL EDGES
TO FRAMING MEMBERS.

SEE DET. 4B/-
08-120-03

FIELD NAILING
AT 12" O.C.

NOTES:

1. SEE GENERAL NOTES, SHEET S1.0 FOR
PANEL THICKNESS AND GRADE.

2. SEE FRAMING PLANS FOR SPECIAL NAILING
AND BLOCKING REQUIREMENTS.

3. INDIVIDUAL PANEL SHEETS SHALL BE A
MINIMUM OF 4 FEETx8 FEET. EDGE PIECE
SHALL NOT BE LESS THAN 2 FEET WIDE.

4. IF BLOCKING SPECIFIED AT FLOORS PANELS,

TONGUE & GROOVE EDGES ARE NOT
REQUIRED.

DIAPHRAGM NAILING SCHEDULE
NAIL SIZE E.N. B.N. BLOCKING
FLOORS
ROOFS
6" O.C.
6" O.C. 6" O.C.
6" O.C. PER PLAN

PER PLAN

SHEATHING NAILING
N.T.S.

A
B FOR NOTES NOT SHOWN SEE DETAIL A.

C
CL
D
E
10d AT 6" O.C.

STAGGERED
2x OR 3x STUD PER
SCHED. ON DET. 6/-
L
1/8" GAP AT PANELS

W/ SQUARE EDGES
ONLY
2x4 FLAT BLOCKING

AS REQUIRED PER
PLANS

C BLOCKING

STAGGERED NAIL
3/8" MIN. EDGE
DISTANCE, TYP.
3x MEMBER

PANEL JOINT
1/2" NAIL SPACING

FLOOR SHEATHING,
TYP.

E.N.

E.N.

FLOOR SHEATHING TYP.

FRAMING MEMBER
E.N.
2x STUD

PANEL JOINT
E.N.
2x STUD
E.N. PANEL JOINT
E.N.
2x STUD
2x STUD

PANEL JOINT
E.N.

JOINT PARALLEL TO FRAMING DOUBLE STUD

AT SHEAR WALL

BOTH SIDE OF FRAMING

AT SHEAR WALL ONLY

JOINT PERPENDICULAR TO FRAMING

AT BLOCKED DIAPHRAGM

NAILING PATTERN
08-120-02

HD AT INTERSECTING

SHEAR WALLS

HD AT END OF

OPENING

HD AT CORNER W/ PERPENDICULAR

SHEAR WALLS

SHEAR WALL EACH

SIDE OR BOTH
A B

C END OF SHEARWALL
SHEAR
WALL
CL
PROVIDE GAP FOR GYP.

BOARD OR SHEATHING TO

RUN THROUGH

DBL HD AT CORNER W/

PERPENDICULAR SHEAR WALLS

SHEAR WALL EACH

SIDE OR BOTH
D
SHEAR
WALL
HD PER
PLAN
A35 CLIPS

W/ SPACING
PER 6/-
E.N.

SHEAR TRANSFER AND/OR
HD LOCATION N.T.S.
08-122-07

SHEAR WALL
EA. SIDE OR
BOTH
HD

PER PLAN

SECOND HD PER PLAN

KING POST
E.N.

HD PER PLAN
E.N.

E.N. E.N.

HD PER PLAN

SHEAR WALL
EA. SIDE OR BOTH
E.N. SHEAR WALL
E.N.

E.N. E.N.

HD PER PLAN

HD AT INTERSECTING

SHEAR WALLS

HD AT END OF

OPENING

HD AT CORNER W/ PERPENDICULAR

SHEAR WALLS

SHEAR WALL EACH

SIDE OR BOTH
A B

C END OF SHEARWALL
SHEAR
WALL
CL
PROVIDE GAP FOR GYP.

BOARD OR SHEATHING TO

RUN THROUGH

DBL HD AT CORNER W/

PERPENDICULAR SHEAR WALLS

SHEAR WALL EACH

SIDE OR BOTH
D
SHEAR
WALL
HD PER
PLAN
A35 CLIPS

W/ SPACING
PER 6/-
E.N.

SHEAR TRANSFER AND/OR
HD LOCATION N.T.S.
08-122-07

SHEAR WALL
EA. SIDE OR
BOTH
HD

PER PLAN

SECOND HD PER PLAN

KING POST
E.N.

HD PER PLAN
E.N.

E.N. E.N.

HD PER PLAN

SHEAR WALL
EA. SIDE OR BOTH
E.N. SHEAR WALL
E.N.

E.N. E.N.

HD PER PLAN

MUD SILL AND ANCHOR BOLT
REQUIREMENTS 1"=1'-0"
A
d
A

ANCHOR BOLT,
F1554, 36 KSI
08-120-04

SHEATHING

HD PER PLAN
SEE NOTE 6.

SHEAR WALL

PER PLAN
TYP. MUD SILL
PER 6/- 7" MIN.

TYP.

DUCT
OR
PIPE.
1 BAY
PER
10-FT
OF
WALL
d d 1'-2" MAX.

NOTES:

1. ALL MUD SILLS SHALL BE PRESSURE TREATED D.F. OF WIDTH EQUAL TO DEPTH OF STUDS MIN. SEE SHEAR WALL SCHEDULE ON DETAIL 6 THIS SHEET FOR MUDSILL THICKNESS. SILL BOLT SHALL BE PER DETAIL 6/-W/ NUT AND PLATE 3"x3"x0.229" WASHERS. THE HOLE IN THE PLATE WASHER MAY BE DIAGONALLY SLOTTED 13/16x1 3/4" PROVIDED STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND NUT.

2. AT BEARING WALLS SILL BOLTS SHALL BE 5/8" DIA.x12" LONG WITH 7" EMBED. OR THREADED ROD CONCRETE W/ NUT SPACED AT 4'-0" O.C. MAX.

SEE NOTE 1 FOR PLATE WASHER.

3. 3. AT SHEAR WALLS, SILL BOLTS SHALL BE SPACED PER SHEAR WALL SCHEDULE ON DETAIL 6 THIS SHEET.

4. 4. EACH SILL PIECE SHALL HAVE A MINIMUM OF 2 BOLTS MIN. LOCATE BOLTS CLEAR OF STUDS AND POSTS.

5. "d" DIMENSION SHALL BE 5 1/4" MINIMUM AND 1'-0" MAXIMUM.

6. AT NEW FOUNDATION, A HOLD DOWN BOLT CAN BE SUBSTITUTED FOR AN

ANCHOR BOLT IF IT IS INSTALLED WITH AN ADDITIONAL NUT AND PLATE WASHER SNUG TIGHT TO THE MUD SILL.

7. IF ANCHOR BOLT IS NOT PROTECTED BY HOT-DIP GALVANIZING, APPLY A

PROTECTIVE COAT AROUND THE PORTION OF ANCHOR NEAR THE

PRESERVATIVE TREATED WOOD MEMBER WITH CONSTRUCTION ADHESIVE OR CAULKING.

8. ALL NAILS INTO P.T. MUD SILL SHALL BE HOT-DIP GALVANIZED. TYP. A.B. SPACINGW/2 TYP.
1/2" MAX
MAX.HOLE=W/3
d d
W
d d
SHEAR WALL SCHEDULE: STRUCT 1 SHEATHING
1'-0" O.C.

NO. OF
SIDES
10" O.C.

A35

MUDSILL ANCHORS,
SEE DET. 8/-

TITEN HD
5/8"Ø
EMBED.

DEPTH
4" MIN. INTO

CONCRETE

AT RETROFIT

CONDITION,
SEE DET. 8/-

SOLE PLATE OR TOP

PLATE CONNECTIONS
(EITHER NAILS

OR SCREWS)

SHEAR CLIPS W/
8d COMMON NAIL
U.O.N. ALLOWABLE
SHEAR
(plf)
16d SINKER
NAILS
SDS
1/4x5
2x

MUDSILL
3x

MUDSILL
LTP4 RBC

STUD WIDTH

AT EDGE

NAILING
4B/- OR
4E/-

EDGE NAIL
10d COMMON
SEE DETAIL 4C/-

WHERE SPECIFIED

AS STAGGERED
SINGLE
SIDE
SINGLE
SIDE
SINGLE
SIDE
SINGLE
SIDE
MARK
2" STAGGERED
4B/-
4B/-
6" O.C.

SIZE DETAIL
6" O.C.
4" O.C.
1'-6" O.C.
3" O.C.

N/A
469
312
AT 1'-6"
AT 2'-0"
AT 2'-8"
AT 4'-0"
611
5/8" AT 2'-0" 800
5/8" AT 2'-6"
5/8" AT 3'-6"
6" 5/8" AT 4'-0"
4"
3" STAGGERED
3x
3x
2x
2x 4B/- 1'-6" O.C.
1'-0" O.C.
10" O.C.
6" O.C.
1'-0" O.C.
8" O.C.
6" O.C.
6" O.C.
1'-10" O.C.
1'-2" O.C.
10" O.C.
8" O.C.
5/8" AT 4'-0"
5/8" AT 2'-8"
5/8" AT 2'-0"
5/8" AT 1'-6"
6 4
3 2
11 (N) SHEAR WALL AT (E) EAVE DETAIL
1"=1'-0"
(N) S.W. SHEATHING

PER PLAN
(E) RAFTER

PER PLAN
(N) ROOF SHEATHING

PER PLAN
A35 AT 1'-4" O.C.

TO (E) BLK'G.
12 S.A.D.

E.N.

E.N.
(E) STUD WALL
E.N.
(E) T & G

DECKING

HORIZONTAL STRAP DETAIL
1"=1'-0"
A
B

COLLECTOR BEAM

TO SHEAR WALL
C
D
BEAM
08-122-01

TOP PLATE
(SILL PLATE)
CMSTC16 STRAP
3x BLOCKING

TOP PLATES
STRAP

PER PLAN

BEAM AND POST

CAP PER PLAN

POST PER PLAN
STRAP

PER PLAN

DISCONTINUOUS

TOP PLATES AT
POST

STEP IN PLATES

SHEAR WALL

PER PLAN

TOP PLATE

SHEAR WALL

PER PLAN
(E) STUD WALL
SOLID 2x BLK'G
AT 4'-0" O.C.
(E) T & G

DECKING
(N) ROOF SHEATHING

PER PLAN
(E) RAFTER

PER PLAN

IF PLYWOOD BREAKS AT TOP
PLATE ADD A35 AT 1'-4" O.C.

TO (E) BLK'G
(N) S.W. SHEATHING

PER PLAN
E.N. E.N.

E.N.
(N) SHEAR WALL AT (E) EAVE DETAIL
1"=1'-0"
E.N.

H2.5A
AT 4'-0" O.C.

H2.5A
AT 4'-0" O.C.

CS16 2'-8" LONG EA. RAFTER

AT RIDGE ONLY
(N) ROOF SHEATHING

PER PLAN
(E) RIDGE OR HIP BEAM

PER PLAN

RIDGE BEAM OR HIP
1"=1'-0"
(E) RAFTER PER PLAN
E.N.

E.N.
(E) T&G DECKING
A
(E) OR (N) 2x BLOCKING
W/ 3-2 1/2"Ø VENT HOLES
AT TOP, S.A.D.
(E) DOUBLE

TOP PLATE
(E) RAFTER

VENT HOLES

A VENT HOLES
PER DET. A

FOR PROTECTION SCREEN OR

VENT COVER REQUIREMENTS,
S.A.D.
2 12.25

12.26 12.27

12.28 CONT. GENERAL NOTES CONT. GENERAL NOTES GENERAL NOTES

ABBREVIATIONS

LIGHT FIXTURES

RECEPTACLES AND DEVICES

SWITCHES

RACEWAY/WIRING

DETAIL/REFERENCE TAG
LEGEND

SHEET INDEX

LEGEND, GENERAL

NOTES, AND

ABBREVIATIONS
Consultants
Architect
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.

Drawing Record
Printed:

Project
Sheet
F
REN. 5-31-21
NO. C17265
N

LISA JAY
A T
O E
E
S T
LIC
ES D
I T
N
AI T
C
R

I CA L OF
E
A R CH

GELFAND
165 10th Street, Suite 100
San Francisco, CA 94103
415.346.4040 www.gelfand-partners.com
Client
F
REN. 5-31-21
NO. C17265
N

LISA JAY
A T
O E
E
S T
LIC
ES D
I T
N
AI T
C
R

I CA L OF
E
A R CH
GELFAND 5/1/2023 11:19:27 AM
5/1/2023 11:19:27 AM

BEACH STREET

RESTROOM
2220.00
Adjacent to 106 Beach Street
Santa Cruz, CA 95060

REV DESCRIPTION DATE
PERMIT SUBMITTAL 05/01/23
SAN FRANCISCO, CA 94103
150 8TH STREET
FAX (415) 512-7120
PH. (415) 512-7141
E0.1

12.29 LIGHTING FIXTURE

CUTSHEETS
Consultants
Architect
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.

Drawing Record
Printed:

Project
Sheet
F
REN. 5-31-21
NO. C17265
N

LISA JAY
A T
O E
E
S T
LIC
ES D
I T
N
AI T
C
R

I CA L OF
E
A R CH

GELFAND
165 10th Street, Suite 100
San Francisco, CA 94103
415.346.4040 www.gelfand-partners.com
Client
F
REN. 5-31-21
NO. C17265
N

LISA JAY
A T
O E
E
S T
LIC
ES D
I T
N
AI T
C
R

I CA L OF
E
A R CH
GELFAND 5/1/2023 11:19:27 AM
5/1/2023 11:19:27 AM

BEACH STREET

RESTROOM
2220.00
Adjacent to 106 Beach Street
Santa Cruz, CA 95060

REV DESCRIPTION DATE
PERMIT SUBMITTAL 05/01/23
SAN FRANCISCO, CA 94103
150 8TH STREET
FAX (415) 512-7120
PH. (415) 512-7141
E0.2

12.30 POWER AND LIGHTING PLAN
E1.0
1 SHEET NOTES:

POWER AND

LIGHTING PLANS
Consultants
Architect
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.

Drawing Record
Printed:

Project
Sheet
F
REN. 5-31-21
NO. C17265
N

LISA JAY
A T
O E
E
S T
LIC
ES D
I T
N
AI T
C
R

I CA L OF
E
A R CH

GELFAND
165 10th Street, Suite 100
San Francisco, CA 94103
415.346.4040 www.gelfand-partners.com
Client
F
REN. 5-31-21
NO. C17265
N

LISA JAY
A T
O E
E
S T
LIC
ES D
I T
N
AI T
C
R

I CA L OF
E
A R CH
GELFAND 5/1/2023 11:19:27 AM
5/1/2023 11:19:27 AM

BEACH STREET

RESTROOM
2220.00
Adjacent to 106 Beach Street
Santa Cruz, CA 95060

REV DESCRIPTION DATE
PERMIT SUBMITTAL 05/01/23
SAN FRANCISCO, CA 94103
150 8TH STREET
FAX (415) 512-7120
PH. (415) 512-7141
E1.0
GENERAL NOTES:

12.31 LIGHTING TITLE 24

CALCULATIONS
Consultants
Architect
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.

Drawing Record
Printed:

Project
Sheet
F
REN. 5-31-21
NO. C17265
N

LISA JAY
A T
O E
E
S T
LIC
ES D
I T
N
AI T
C
R

I CA L OF
E
A R CH

GELFAND
165 10th Street, Suite 100
San Francisco, CA 94103
415.346.4040 www.gelfand-partners.com
Client
F
REN. 5-31-21
NO. C17265
N

LISA JAY
A T
O E
E
S T
LIC
ES D
I T
N
AI T
C
R

I CA L OF
E
A R CH
GELFAND 5/1/2023 11:19:27 AM
5/1/2023 11:19:27 AM

BEACH STREET

RESTROOM
2220.00
Adjacent to 106 Beach Street
Santa Cruz, CA 95060

REV DESCRIPTION DATE
PERMIT SUBMITTAL 05/01/23
SAN FRANCISCO, CA 94103
150 8TH STREET
FAX (415) 512-7120
PH. (415) 512-7141
E2.0

12.32 LIGHTING TITLE 24

CALCULATIONS
Consultants
Architect
All ideas, design arrangements and plans indicated or represented by this drawing are owned by, and are the property of Gelfand Partners Architects, Incorporated and were created, evolved, and developed for use on and in connection with this project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Gelfand Partners Architects Incorporated.Filing of these drawings or specifications with any public agency is not a publication of the same. No reproduction is therefore permissible without the written consent of Gelfand Partners Architects.

Drawing Record
Printed:

Project
Sheet
F
REN. 5-31-21
NO. C17265
N

LISA JAY
A T
O E
E
S T
LIC
ES D
I T
N
AI T
C
R

I CA L OF
E
A R CH

GELFAND
165 10th Street, Suite 100
San Francisco, CA 94103
415.346.4040 www.gelfand-partners.com
Client
F
REN. 5-31-21
NO. C17265
N

LISA JAY
A T
O E
E
S T
LIC
ES D
I T
N
AI T
C
R

I CA L OF
E
A R CH
GELFAND 5/1/2023 11:19:27 AM
5/1/2023 11:19:27 AM

BEACH STREET

RESTROOM
2220.00
Adjacent to 106 Beach Street
Santa Cruz, CA 95060

REV DESCRIPTION DATE
PERMIT SUBMITTAL 05/01/23
SAN FRANCISCO, CA 94103
150 8TH STREET
FAX (415) 512-7120
PH. (415) 512-7141
E2.1

12.33 City Council

AGENDA REPORT
DATE: 08/23/2023
AGENDA OF: 09/12/2023
DEPARTMENT: Public Works
SUBJECT: Regional Participation in Household Hazardous Waste Grant Cycle 41 (PW)
RECOMMENDATION: Resolution authorizing the City’s regional participation in the CalRecycle Household Hazardous Waste Cycle 41 and authorize the City Manager to submit all required documentation and payment requests.

BACKGROUND: The Department of Resources Recycling and Recovery (CalRecycle) offers the Household Hazardous Waste (HHW) Grant Program pursuant to Section 47200(a) of the Public Resources Code, with the purpose to assist local governments in implementing safe HHW programs, which may include public education, source reduction, reuse, recycling, load checking and collection components. Cycle 41, FY 2024, is a grant for small projects that allows regional participation to leverage the amount of funds available for a project.

DISCUSSION: The Household Hazardous Waste Grant program for small projects allow jurisdictions to improve their collection and disposal of local hazardous wastes. The City of Santa Cruz (City) currently participates in the Countywide Household Hazardous Waste Collection program, sponsoring a drop-off facility at Dimeo Lane.

One problematic item for the City program is both marine and road flares, both considered explosive, only disposed in out of state facilities and not currently managed by the countywide program. Marine flares are a particularly difficult hazardous waste since they are required equipment on all vessels, and they are typically a single use item, with a short lifespan before they are required to be disposed. Unfortunately, that means that most of these flares are disposed without ever being used. The difficulty with disposal means that these items are currently turned away from the City collection program.

This grant will establish a pilot program to collect flares, that may be stockpiled for lack of a disposal option and provide both an education program and exchange events where reusable electronic visual distress signals will be available. The program will be conducted at the current Household Hazardous Waste facilities in partnership with the Santa Cruz Port District. This grant will help solve a disposal dilemma and help to move boaters to a more environmentally friendly, reusable distress device. The County will be the lead agency in this grant.

Staff requests that Council adopt a resolution authorizing the City to participate in a Countywide Household Hazardous Waste Grant and authorizing the City Manager, or their designee, to

13.1 execute in the name of the City of Santa Cruz all CalRecycle grant documents necessary to secure grant funds and implement the approved grant project, for a period of five years.

FISCAL IMPACT: There is no impact to the General Fund.

Prepared By:

Bob Nelson
Resource Recovery
Operations Manager
Submitted By:

Nathan Nguyen, P.E.

Director of Public Works
Approved By:

Matt Huffaker
City Manager
ATTACHMENTS:

1. RESOLUTION.DOCX

2. COUNTY GRANT APPLICATION WORK PLAN.DOCX

13.2 RESOLUTION NO. NS-XX,XXX

RESOLUTION OF THE CITY OF SANTA CRUZ AUTHORIZING ON ITS BEHALF THE

SUBMITTAL OF A GRANT APPLICATION BY COUNTY OF SANTA CRUZ FOR HOUSEHOLD HAZARDOUS WASTE GRANT PROGRAM, CYCLE 41, FISCAL YEAR 2023-24 SMALL PROJECTS GRANT
WHEREAS, Public Resources Code sections 48000 et seq. authorize the Department of Resources Recycling and Recovery (CalRecycle) to administer various grant programs (grants) in furtherance of the State of California’s (state) efforts to reduce, recycle and reuse solid waste generated in the state thereby preserving landfill capacity and protecting public health and safety and the environment; and
WHEREAS, Household Hazardous Waste Grant Program Cycle 41, Fiscal Year 2023-24, allows regional grant projects; and
WHEREAS, CalRecycle grant application procedures require, among other things, an applicant’s governing body to declare by resolution certain authorizations related to the administration of CalRecycle grants.

NOW, THEREFORE, BE IT RESOLVED that the City of Santa Cruz authorizes the County of Santa Cruz to submit a Household Hazardous Waste Grant Program Cycle 41, Fiscal Year 2023-24, regional application on behalf of itself as a regional participant.

BE IT FURTHER RESOLVED that the County of Santa Cruz is hereby authorized and empowered to execute on behalf of the City of Santa Cruz all grant-related documents, including, but not limited to, applications, payment requests, agreements, and amendments necessary to secure grant funds and to implement the approved grant project; and BE IT FURTHER RESOLVED that these authorizations are effective for five (5) years from the date of adoption of this resolution.

PASSED AND ADOPTED this 12th day of September 2023 by the following vote:

AYES:

NOES:

ABSENT:

DISQUALIFIED:

APPROVED: ______________________
Fred Keeley, Mayor
ATTEST:_______________________
Bonnie Bush, City Clerk Administrator

13.3 Department of Resources Recycling and Recovery
(CalRecycle)
Work Plan
HD41 Small Projects, Household Hazardous Waste Grant Program FY 2023–24 1
Work Plan
Household Hazardous Waste Grant Program
Cycle 41, Fiscal Year 2023–24
Small Projects Grant
Instructions
This is a required document. List the major activities, milestones, steps, and tasks necessary to implement and complete your project within the grant term. Provide a logical timeframe in chronological order for all proposed grant activities. If additional task fields are needed, please contact Cycle Support.

After you complete this document, use the “save as” command and save the file in the with the following naming convention: WP_name of your organization_HD41.doc (or docx) (ex: WP_CityofCalifornia_HD41.doc). You may convert to PDF format before you upload it to the Documents tab of your GMS application.

Applicant Name: County and City of Santa Cruz
Requested Grant Amount: $100,000
Task Number: 1
Description of Project Activities: Obtain collection data baseline for marine flare use, including resident survey
Start Date: NTP
End Date: 2/1/2025
Task Number: 2
Description of Project Activities: Recruit retailers to sell LED marine flares.

Start Date: NTP
End Date: 2/1/2025
Task Number: 3
Description of Project Activities: Conduct up to 1 exchange event to collect the singleuse marine flares and distribute the reusable electronic visual distress signal devices.

Start Date: NTP
End Date: 2/1/2025
Task Number: 4
Description of Project Activities: Progress Report 1
Start Date: 2/1/2023
End Date: 2/28/2025
Task Number:

13.4 Department of Resources Recycling and Recovery
(CalRecycle)
Work Plan
HD41 Small Projects, Household Hazardous Waste Grant Program FY 2023–24 2
Description of Project Activities:

Start Date:

End Date:

Progress Report 1 Due February 28, 2025
Task Number: 5
Description of Project Activities: Continue education campaign.

Start Date: 3/1/2025
End Date: 2/1/2026
Task Number: 6
Description of Project Activities: Continue tracking items listed in narrative for measurable outcomes
Start Date: 3/1/2025
End Date: 2/1/2026
Task Number: 7
Description of Project Activities: Conduct up to 1 exchange event to collect the singleuse marine flares and distribute the reusable electronic visual distress signal devices.

Start Date: 3/1/2025
End Date: 2/1/2026
Task Number: 8
Description of Project Activities: Progress report 2
Start Date: 2/1/2026
End Date: 2/27/2026
Task Number:

Description of Project Activities:

Start Date:

End Date:

Progress Report 2 Due February 27, 2026
Task Number: 9
Description of Project Activities: Final public education promotional campaign regarding LED marine flares, retailers that carry them, and proper disposal of non-LED marine flares
Start Date: 3/1/2026
End Date: 2/1/2027
Task Number: 10
Description of Project Activities: Continue tracking items listed in narrative for measurable outcomes
Start Date: 3/1/2026

13.5 Department of Resources Recycling and Recovery
(CalRecycle)
Work Plan
HD41 Small Projects, Household Hazardous Waste Grant Program FY 2023–24 3
End Date: 2/1/2027
Task Number: 11
Description of Project Activities: Conduct final exchange event to collect the single-use marine flares and distribute the reusable electronic visual distress signal devices.

Start Date: 3/1/2026
End Date: 2/1/2027
Task Number: 12
Description of Project Activities: Prepare and submit Final Report Start Date: 2/1/2027
End Date: 2/26/2027
Task Number:

Description of Project Activities:

Start Date:

End Date:

Final Report and Final Payment Request Due February 26, 2027

13.6 City Council

AGENDA REPORT
DATE: 08/23/2023
AGENDA OF: 09/12/2023
DEPARTMENT: Public Works
SUBJECT: CalRecycle Grant Authorization (PW)
RECOMMENDATION: Resolution authorizing the City Manager to submit all CalRecycle Grants applications for which the City is eligible.

BACKGROUND: The Department of Resources Recycling and Recovery (CalRecycle) administers various grant programs in furtherance of the State of California’s efforts to reduce, recycle and reuse solid waste generated in the state thereby preserving landfill capacity and protecting public health and safety and the environment. Many of these grants are targeted specifically to jurisdictions to help fund programs that help the jurisdiction meet State compliance goals, especially in newer, and expensive waste reduction programs, such as SB 1383, formally known as the Short-lived Climate Pollutant: Organic Waste Reductions. This is the bill that mandated the current City of Santa Cruz (City) food scrap collection program.

DISCUSSION: CalRecycle endows several grants each year that are given proportional shares to cities and counties to assist in their environmental program funding. The grants are typically focused on a specific reuse area, such a beverage containers, organics, curbside oil, and hazardous wastes. These grants are short-term, typically on a two-year cycle. Because they are short term and proportioned to a city or county population, they are not a competitive grant, the jurisdiction needs only to apply for the grant cycle, since these have much lower funding levels than the competitive grants. To facilitate this, CalRecycle request that governing bodies pass a resolution, in the format as attached, to streamline the award process. Council passed a similar resolution in May of 2016. As a result of that streamlined resolution, the City was granted three cycles of beverage grants, two open space clean-up grants and an organic grant totaling $200,000.

Staff requests that Council adopt a resolution authorizing the City Manager, or his/her designee, to execute in the name of the City of Santa Cruz all CalRecycle grant documents, including but not limited to, applications, agreements, amendments, and requests for payment, necessary to secure grant funds and implement the approved grant project, for a period of five years. City matching funds are not required.

FISCAL IMPACT: There is no impact to the General Fund.

14.1 Prepared By:

Bob Nelson
Resource Recovery
Operations Manager
Submitted By:

Nathan Nguyen, P.E.

Director of Public Works
Approved By:

Matt Huffaker
City Manager
ATTACHMENTS:

1. RESOLUTION.DOCX

14.2 RESOLUTION NO. NS-XX,XXX

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA CRUZ AUTHORIZING

SUBMITTAL OF APPLICATION(S) FOR ALL CALRECYCLE GRANTS FOR WHICH THE

CITY OF SANTA CRUZ IS ELIGIBLE
WHEREAS, Public Resources Code sections 48000 et seq. authorize the Department of Resources Recycling and Recovery (CalRecycle) to administer various grant programs (grants) in furtherance of the State of California’s (state) efforts to reduce, recycle and reuse solid waste generated in the state thereby preserving landfill capacity and protecting public health and safety and the environment; and
WHEREAS, in furtherance of this authority CalRecycle is required to establish procedures governing the application, awarding, and management of the grants; and WHEREAS, CalRecycle grant application procedures require, among other things, an applicant’s governing body to declare by resolution certain authorizations related to the administration of CalRecycle grants.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Santa Cruz authorizes the submittal of application(s) to CalRecycle for all grants for which City of Santa Cruz is eligible; and
BE IT FURTHER RESOLVED that the City Manager, or his/her designee is hereby authorized and empowered to execute in the name of the City of Santa Cruz all grant documents, including but not limited to, applications, agreements, amendments and requests for payment, necessary to secure grant funds and implement the approved grant project; and BE IT FURTHER RESOLVED that these authorizations are effective for five (5) years from the date of adoption of this resolution.

PASSED AND ADOPTED this 22nd day of August 2023 by the following vote:

AYES:

NOES:

ABSENT:

DISQUALIFIED:

APPROVED: ______________________________
Fred Keeley, Mayor
ATTEST: _________________________________
Bonnie Bush, City Clerk Administrator

14.3 City Council

AGENDA REPORT
DATE: 08/23/2023
AGENDA OF: 09/12/2023
DEPARTMENT: Public Works
SUBJECT: Scenic Street Sewer Rehabilitation (c401511) – Authorization to Advertise and Award (PW)
RECOMMENDATION: Motion to approve the plans and specifications for the Scenic Street Sewer Rehabilitation (c401511), authorize staff to advertise for bids, and award the contract. The City Manager is hereby authorized and directed to execute the contract as authorized by Resolution No. NS-27,563, in a form approved by the City Attorney. The Director of Public Works is authorized to execute change orders within the approved project budget.

BACKGROUND: The existing City-owned sanitary sewer main currently runs from Scenic Street to Bayona Drive on three sewer easements located in the back and side yards of 139 Scenic St, 121 Bayona Dr, and 131 Bayona Dr. The sewer main was installed in 1945 and the existing easement did not align with the installed location of the current sewer main. In 2023, staff worked with adjacent property owners to obtain updated 10-foot easements in preparation of this project. Video inspection revealed problems such as cracks in the pipe and root intrusion which requires increased maintenance by City staff to prevent clogging. Additionally due to the pipe alignment, steep slope and other trees and features, manholes are inaccessible.

DISCUSSION: The Scenic Street Sewer Rehabilitation project will replace 231 linear feet of the deteriorated 6-inch clay sewer main with new high density polyethylene pipe through a trenchless pipe bursting process and will improve associated sewer infrastructure. The project will reduce the risk of sewage overflows, root intrusion and need for maintenance on this pipe segment.

Plans and specifications can be found online at:
https://www.cityofsantacruz.com/government/city-departments/public-works/engineering/publicworks-projects FISCAL IMPACT: The project is estimated to cost $150,000 and is funded in the FY 2024 Wastewater Capital Investment Program project c401511, Sewer System Improvements. There is no impact to the General Fund.

Prepared By:

Cina Seyedkazemi
Assistant Engineer I
Submitted By:

Nathan Nguyen, P.E.

Director of Public Works
Approved By:

Matt Huffaker
City Manager

15.1 ATTACHMENTS:

Plans and specifications can be found online at:
https://www.cityofsantacruz.com/government/city-departments/public-works/engineering/publicworks-projects

15.2 City Council

AGENDA REPORT
DATE: 08/23/2023
AGENDA OF: 09/12/2023
DEPARTMENT: Water
SUBJECT: Felton Diversion Emergency Pipeline Repair Project – Budget Adjustment (WT)
RECOMMENDATION: Resolution amending the FY 2024 budget to transfer $3,100,000 within the Water Department’s Capital Investment Program budget from the Water Program Management Reserve (c702003) to the Felton Diversion Emergency Pipeline Repair project (e702301).

BACKGROUND: On August 8, 2023, City Council ratified the plans and specifications and authorized staff to advertise for bids and award a contract for the Felton Diversion Emergency Pipeline Repair Project (“Project”). The Felton Diversion Pipeline is a critical piece of water infrastructure that pumps water from the San Lorenzo River to the Loch Lomond Reservoir to help fill the reservoir when reservoir levels are low and flows in the river are available to add to storage. This pipeline sustained damage when Zayante Creek eroded an area around the pipeline during the January 2023 storms. This Project will repair the pipeline and restore the stream bank in Zayante Creek.

The Project has an aggressive 100-day work schedule to meet the October 15th regulatory deadline prohibiting instream work. Additionally, repairing this pipeline will reduce the potential for additional damage that may occur during the upcoming 2023/2024 winter season, and restore the pipeline to its full operational capability.

DISCUSSION: The Water Department is actively pursuing reimbursement for the Project through Federal Emergency Management Agency (FEMA) Public Assistance (PA) program and is awaiting a formal Notice of Obligation to confirm the reimbursement amount. In the meantime, the Water Department is requesting a transfer of $3,100,000 from the Water Program Management Reserve CIP project, c702003, to fund the Project. The Management Reserve was established by the Water Department in 2020 as a contingency fund to cover unanticipated issues such as this. Once FEMA reimbursement is received, the funds will be returned to the Management Reserve.

Health in All Policies (HiAP)
This Project aligns with the public health pillar of the City’s HiAP initiative by supporting the Water Department’s work in ensuring the safety and reliability of the public drinking water supply.

16.1 FISCAL IMPACT: Funds are available in the Water Department’s Capital Investment Program budget. A budget adjustment is requested to transfer $3,100,000 from the Water Program Management Reserve c702003 to the Felton Diversion Pipeline Emergency Repair Project e702301.

Prepared By:

Katy Fitzgerald
Management Analyst
Submitted By:

Rosemary Menard
Water Director
Approved By:

Matt Huffaker
City Manager
ATTACHMENTS:

1. BUDGET ADJUSTMENT.PDF

16.2 City of Santa Cruz

BUDGET ADJUSTMENT REQUEST
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 Clear Form
2024
08/01/2023
Transfer $3,100,000 from c702003, Water Program Management Reserve to a new project e702301, Felton Diversion Pipeline Emergency Repair project.
0 711-70-91-7159-57302 c702003-100-2020-0 Water Program Management Reserve -3,100,000 711-70-91-7153-57302 e702301-100-2020-0 Felton Diversion Emergency Pipeline Repair 3,100,000 0 0
Digitally signed by Katy Fitzgerald
DN: cn=Katy Fitzgerald, o=City of
Santa Cruz, ou=Water
Department,
[email protected]
ov, c=US
Date: 2023.08.16 08:06:02 -07'00'
Rosemar
y Menard
Digitally signed by Rosemary Menard
DN: cn=Rosemary Menard, o=Santa Cruz Water
Department, ou=Water Director,
[email protected], c=US
Date: 2023.08.16 09:20:06 -07'00'
Nicholas
Gong
Digitally signed by
Nicholas Gong
Date: 2023.08.23
15:26:30 -07'00'
Elizabet
h Cabell
Digitally signed by Elizabeth Cabell
DN: cn=Elizabeth Cabell, o=City of Santa Cruz,
ou=Finance Department,
[email protected], c=US
Date: 2023.08.24 16:18:56 -07'00'

16.3 City Council

AGENDA REPORT
DATE: 08/23/2023
AGENDA OF: 09/12/2023
DEPARTMENT: Water
SUBJECT: Approval of License Agreement with Soquel Creek Water District for DeLaveaga Tanks Communication Equipment (WT)
RECOMMENDATION: Motion authorizing the Water Director to execute a License Agreement with Soquel Creek Water District in a form approved by the City Attorney to access the Water Department’s DeLaveaga tank site and install and maintain communication equipment at the site.

BACKGROUND: The City of Santa Cruz Water Department (SCWD) operates distribution water storage tanks and associated appurtenances at 401 Upper Park Road in the City-owned DeLaveaga Park (DeLaveaga Tanks). A radio communications tower is located at the facility that was once used to support radio communications for the SCWD but was taken out of service with the SCWD’s recent meter replacement project. All City equipment has been removed from the radio tower at this time. The tower itself remains but is not currently needed for SCWD operations, nor will it be needed in the foreseeable future.

Soquel Creek Water District (SqCWD) has requested a license agreement to use the radio tower located at the DeLaveaga tank site in support of their Pure Water Soquel project. SqCWD seeks to install two radio repeaters on the existing tower along with a small concrete pad to house a control panel and other equipment.

DISCUSSION: The Pure Water Soquel project is an important regional water quality and water supply project, and the SCWD recommends providing support to the project by licensing a now unused portion of the DeLaveaga tank site in support of critical communications for that project.

The tower is ideally located to facilitate communications between the City’s Wastewater Treatment Facility and the SqCWD’s new treatment facility located on Chanticleer Avenue that is currently under construction. The license agreement provides for cost recovery to the SCWD from anticipated electrical demand from the facility as well as procedures for accessing the SCWD-owned facility. The term of the lease agreement is five years and allows for renewals for up to 36 years.

Health in All Policies (HiAP)
The SCWD has a long history of working with neighboring water agencies to promote good management of our regional water resources and infrastructure. This agreement is a win-win solution that allows a regional partner to build upon existing infrastructure for an important regional water supply project that will support the pillars of public health and sustainability.

17.1 FISCAL IMPACT: There is no fiscal impact to the General Fund and no net fiscal impact to the Water Enterprise Fund from this license agreement. The annual fee collected from SqCWD will offset electrical costs and any staff time needed to manage site access.

Prepared By:

Evanda Goad
Management Analyst
Submitted By:

Rosemary Menard
Water Director
Approved By:

Matt Huffaker
City Manager
ATTACHMENTS:

1. LICENSE AGREEMENT.PDF

17.2 17.3

17.4 17.5

17.6 17.7

17.8 17.9

17.10 17.11

17.12 17.13

17.14 17.15

17.16 17.17

17.18 17.19

17.20 17.21

17.22 17.23

17.24 17.25

17.26 17.27

17.28 17.29
City Council

AGENDA REPORT
DATE: 08/21/2023
AGENDA OF: 09/12/2023
DEPARTMENT: City Clerk
SUBJECT: Water Commission Appointments (CC)
RECOMMENDATION: Motion to:
1) Approve Councilmember Newsome’s Water Commissioner nomination, with a term ending January 31, 2027; and
2) Appoint one Water Commissioner, at-large, with a term ending January 31, 2026.

BACKGROUND: Due to resignations, there are two vacancies on the Water Commission.

Councilmember Newsome, District 4, has an appointee, who’s term will expire on January 31, 2027, aligning with his term on Council.

The other appointee will be selected at-large, and will finish up the previous member's term, which expires January 31, 2026, and will be eligible for reappointment.

DISCUSSION: The following people are seeking appointment:

Kent Dannehl
Megan Goddard
Jonathan Lear
James Mekis
Joy Schendledecker
William Schultz
Patrice Tanti
Joe Thompson
FISCAL IMPACT: None.

Prepared By:

Bonnie Bush
City Clerk
Submitted By:

Laura Schmidt
Assistant City Manager
Approved By:

Matt Huffaker
City Manager
ATTACHMENTS:

1. APPLICATIONS.PDF

18.1 18.2

18.3 Vita - Kent Dannehl
Kent Dannehl
Education
Ph.D. Political Science, University of California, Los
Angeles,June 1991 (expected)
Major Fields: Political Theory, Public Law
Minor Fields: American Political Thought, Approaches
to the Analysis of
Political Consciousness.

M.A.University of California, Los Angeles, 1987;
Political Science
B.A.Merrill College, University of California, Santa Cruz, 1978;
College Honors, Honors in Politics, Honors on the
Comprehensive Exam.

New College, Oxford, Admitted to study for B.Phil but
withdrew for personal
reasons after one term, 1979-80.

Major field: Politics
Dissertation
Title "Property and the Resilience of Modernity".

SupervisorE. Victor Wolfenstein
Professional Experience
Teaching Assistant, University of California, Santa Cruz Upper division courses:

Politics 104 A, American Political Thought (Fall 1988 & 90) Politics 104 B, American Political Thought (Winter 1989) Politics 105 A, Classical Political Theory (Fall 1989)
Politics 105 C, Modern Political Theory (Spring 1990)
Lower division courses:

Politics 33 - Theories of Political Freedom (Spring 1989) Legal Studies 80 - Introduction to Legal Studies (Winter 1990) Teaching Assistant, University of California, Los Angeles Upper division courses:

Political Science 170 - Anglo-American Legal Systems (Winter 1987) Lower division courses:

Political Science 6 - Statistics (Fall 1985 & Spring 1987)

18.4 Political Science 10 - Introduction to Political Theory (Winter 1986 & 88Spring 1986, Fall 1987
Political Science 70 - History of the Supreme Court (Fall 1986, Spring 88)
Research Assistant, University of California, Santa Cruz Richard Wasserstrom 1989-90:

Worked to find and identify theories of mitigation in use in state and federal death penalty cases
and in the academic literature surrounding such cases.

University Related Experience
Member, Graduate Student Association, Space Allocation Committee, 1986-87
Graduate Student Member, Department of Political Science, Graduate Studies Advisory
Committee 1987-88.

Work Experience
Assistant Director, London Nelson Community Center, City of Santa Cruz, 1982-84.

Grant Writer and Administrator, Legal Aid Society of Santa Cruz County, Inc. 1980-82
Academic and Teaching Honors
University of California, University Fellow 1984-85
University of California, Los Angeles. Teaching Assistant Trainer 1988-89.

As trainer I was responsible for training all first year TA's in our department [13]. This position
is awarded annually by the department on a competitive basis based on performance as a Teaching
Assistant.

References
E. Victor Wolfenstein, University of California, Los Angeles, Department of Political Science, 405 Hilgard Avenue, Los Angeles, California 90024-1472,
Office .

Dept. office .

Leonard Binder, University of California, Los Angeles, Department of Political Science, 405 Hilgard Avenue, Los Angeles, California, 90024-1472,
Office .

Dept. office .

John Schaar, Politics, Kresge College, University of California, Santa Cruz; Santa Cruz, California, 95064.

18.5 Office .

Faculty Message Center
Abstract
Political theory and social thinking as a whole seem tired of being modern. From as many directions as social theorists can develop there have been attempts to end modernity as well as the institutions that make it up. We are post-industrial, post-ideological, posthistorical, post-liberal, post structural and of course post-modern.

In the face of this, however, some of the basic institutions and relationships associated with modernity not only survive but seem to grow stronger. I believe that central to this strength is the conception of freedom usually associated with the modern state.

I argue that some help in developing an understanding of the strength of the `modern' understanding of freedom as well as why various alternatives have seemed fruitless can be found in a theoretical conversation between Hegel, Marx and Arendt. The terrain for such a conversation is charted by Aristotle's assertion that for political freedom to exist and develop the oikos necessarily must be subservient to, regulated by, and kept separate from, the realm of political action and freedom.

Modernity, Hegel argues, has overcome that necessary separation not by regulating necessity to a realm outside of politics, but by recognizing and integrating necessity within a rational whole. The first step toward such an integration Hegel thought was accomplished when the socially recognized relationships defined by property could be rationally actualized within an ethical life. `Property' for Hegel functions in two ways. While one side of this formulation has been familiar to us in one form or another since Marx, I believe that it is the other side which is more important to an understanding of the strength of modernity. The more familiar side of the formulation points out that we somehow `actualize' ourselves in our property and the social relations defined by that property, but equally important Hegel believed--and more so in understanding the resilience of modernity--is the fact that in our property we both discover and define ourselves. Thus we not only actualize our aims, we also create and discover ourselves. For Hegel in things we first begin to find ourselves. In modern property we begin to see ourselves as individuals who should be `free'.

While Hegel believed that this most basic mode of self discovery would be "raised up" or "abolished" [aufheben] by later `higher' methods of spiritual expression, I claim, along with Marx, that in modern bourgeois capitalism this is not always--or even usually--the case.

For Marx, as for Aristotle, political life cannot be reconciled with private interest.Unlike Aristotle and like Hegel, Marx believed that although modernity had not yet resolved Aristotle's dilemma, it had certainly created the conditions for its solution. Rather than recognizing and integrating such `private property' relations into Hegel's rational whole, modern productive forces make it possible to abolish them. Thus, Marx believes modernity has made it possible to remove the influence of the contemporary oikos by making it possible to abolish the necessity on which it is based. This is done by abolishing the property relations on which it and its politics are based and then politicizing or re-politicizing its management.

I assert, along with Arendt, that this too, is not likely to

18.6 achieve its goal. Even if Marx's intuitions [along with Hegel's] were correct that such relations can be [and indeed are] enslaving, they cannot be abolished or made political. That attempt is much more likely to result in some variation of bureaucratic managerial privatism more interested in its own survival than in political freedom. Thus Arendt is correct to argue that Hegel is wrong to politically recognize and legitimate `private' property relations, and that Marx is wrong if he intends only to try either to abolish such relations, or to manage them publicly.

Still, by asserting laboring and working men and women are necessity bound and hence `anti-political', Arendt fails to clearly address the ways in which all human relationships, including those dictated by necessity, are constitutive and self-revelatory.I conclude this section by arguing that Hegel offers a compelling understanding of how `free individuality' is created together with how such individuals necessarily create and recreate the political institutions associated with modernity. We `discover' or `find' ourselves in fundamental ways in our property and thus, when given a chance, recreate the institutions which were an important part of that discovery.

Nevertheless, for reasons best articulated by Marx and Arendt, the `ourselves' we find there often fail to achieve the rational freedom Hegel so desired. However, neither Marx, with his attempt to abolish the property relations which characterize modernity, nor Arendt, by linking them to our `animal' or `private' selves and thus somehow dislodging them from the discourse concerning `political freedom', are able to formulate a better solution to what I have characterized as the Aristotelian dilemma. They do nonetheless suggest what a truly "post-modern" or "post-Hegelian" theory must try to do.

Returning to the question of `post-modernity' the last section of the dissertation argues that many of the `post-modern' political theories are somewhat mis-designated. The post modern claim cannot be supported so long as it is grounded in the same self-actualizing `free subjectivity' created by modern institutions.

Course Work[1984-90]
Courses Completed
F 84 Political Science as a Discipline John Petrocik
F 84 Quantitative MethodsThad Brown
W 85 Hegel's Phenomenology E. Victor Wolfenstein
W 85 Probability TheoryThad Brown
W 85 Habermas and Critical TheoryRichard Ashcraft
S 85 Hegel's Phenomenology (con't) E. Victor Wolfenstein S 85 I.S. Locke & Hume Richard Ashcraft
F 85 Theories of Participation Duane Smith & Blair
Campbell
F 85 Topics in Constitutional LawRobert Welch
W 86 Contemporary Constitutional TheoryRobert Welch
W 86 Topics in Constitutional LawRichard Funston
S 86 Consciousness and Political Knowledge Leonard Binder F 86 Liberalism and the Individual Duane Smith
W 87 Hegel's Philosophy of Right E. Victor Wolfenstein
W 88 Politics and the LawBruce Cain & Dan
Lowenstein
W 90 Aristotle and Political EqualityPeter Euben
Courses Audited

18.7 S 87 Conceptual Approaches to Social Science Leonard Binder W 88 Politics and Textual Interpretation Sheldon Wolin
F 88 The Nature of Political ThinkingJohn Schaar
W 89 Kant's Political Theory Robert Meister

18.8 Kent Dannehl
, Santa Cruz, California 95060

PROFILE
Over twenty-five years’ experience in the software industry as a software, tools, servlet and web service developer, writer, instructor, and instructional developer. Also, have 6 years experience as a University and Community College political science teacher and statistical researcher. I am an exceptional team member well skilled at moving between development, writing, and instructional tasks.

EDUCATION
Doctoral Candidate
University of California, Los Angeles
June 1991
Dissertation topic: Property and the Resilience of Modernity Major Fields: Political Theory, Public Law
Minor Fields: American Political History, American Political Thought Advanced to candidacy, but left graduate school to take a position in a software development group as a writer.

Master of Arts
University of California, Los Angeles
June 1987
Major Field: Computer Applications in Social Science, Statistical Methodology Bachelor of Arts
University of California, Santa Cruz
College Honors, Merrill College UCSC
Honors in Politics
Honors on the Politics Comprehensive Exam.
1978

PUBLICATIONS
UNIX Commands by Example: a desktop command reference for UnixWare, Solaris, and SCO UNIX; New York; PTR Prentice Hall, 1994
Co-authored with David Elboth and P.C. Larsen. This book is a command reference to networking, X and administration commands for SCO UNIX, Solaris and UnixWare. This book is still available on Amazon.com.

Conference Papers
“Hegel, Property and Modernity"
Delivered at the 1992 Annual Meeting of the American Political Science Association. "The Supreme Court's Theory of Constitutional Representation: Bandemer and Partisan Gerrymandering"
Delivered at the 1993 Annual Meeting of the Western Political Science Association.

18.9 EXPERIENCE
I have over 35 years combined experience teaching political science and working in the software industry as a writer, editor, information architect, instructor, and software developer. Below is a partial list of positions I have held
Senior Technical Writer February 2004-2009
Microsoft, Mountain View, California
Current writing responsibilities include designing, developing, writing, and maintaining Application Interface (API) and Troubleshooting references for Microsoft TV’s IPTV and Foundation Edition Television products. I am responsible for both stand-alone hard-copy documentation and .chm-based online documentation used by third-party developers.

Publications Project Lead October 1996 to January 2003
Starfish Software, Scotts Valley, California
Throughout most of my tenure at Starfish, I managed one or two contract technical writers and delivered all server application interface (API) documentation. I created and wrote most of the TrueSync server API documentation, the majority of the user portal documentation, and Java servlets that would return sample XML data for developers using the Starfish API.

I was also responsible for creating and teaching online training courses for developers. Customers for the courses included developers at IBM, Motorola, and Excite.

While at Starfish I also designed, developed, and implemented a multi-platform HTML-based help system for the Java/AWT Personal In-formation Manager (PIM) and the “Internet Sidekick” servletbased PIM. I wrote tools in awk and sed to generate navigational documents “on the fly” from HTML source.

Political Science Instructor Spring 1995
Cabrillo College, Aptos, California
Political Science 1, Introduction to US Government
Teaching Fellow Summer quarter 1992
University of California, Santa Cruz
Politics 33, Political Freedom
University Fellow September 1984 to June 1986
University of California, Los Angeles
Teaching Fellow Fall 1988 to June 1989
Political Science 355, Practical Teaching. Responsible for training all first-year teaching assistants in UCLA’s Department of Political Science.

18.10 Kent Dannehl
Santa Cruz, California
(W)
email:

Summary
Java and web applications developer, and project manager with over six years’ experience in the design, implementation and documentation of Starfish Software’s TrueSync middleware servers. This experience includes J2EE compliant java servlet design and development, JSP development, XML/XSLT development and HTML/JavaScript design and development.

As a development team member I have:
 designed, coded and implemented a java-based, J2EE compliant synchronization server used by Excite, General Magic, H3G, IBM (part of WebSphere), Motorola, and others
 designed, coded and implemented a java J2EE compliant servlet-based Personal Information Manager used by thousands of users at Excite, General Magic, H3G, IBM (part of WebSphere), Motorola, and others .  designed and coded an XML/XSLT interface for the Starfish Personal Information Manger.  designed and coded and XML/XSLT, java servlet based, web SyncML Device Manager.  designed and coded a java servlet based help system for the Starfish Personal Information Manager.  structured and wrote the server/servlet API documentation for developers at IBM, H3G, Excite and others.  created online training courses in covering the TrueSync server and online PIM for OEM developers I can use, and am very familiar with Linux, SCO and Sun’s UNIX implementations, Motif and CDE desktops, and the different flavors of Windows. I thrive on challenging opportunities that necessitate integrating my talents as an engineer with my talents as a senior writer.

Technical Summary
Programming Languages C#, Java
Scripting Languages WordBasic, PERL, JavaScript, XSLT, Shell, Awk, Flash.

Web programming
technologies
J2EE, JSP, XML, HTTP, HTML, DHTML, SYNCML, WML
Database Technologies JDBC, SQL, ORACLE 7, SAS, SPSS
Text Processing Technologies HomeSite, TROFF, NROFF, SED , AWK Adobe FrameMaker, Acrobat, and Photoshop , Word (many
versions)
Operating Systems Solaris, SCO UNIX, Linux (several flavors), Windows (all flavors), IBM MVS, IBM CMS,

18.11 Professional Experience
September 2013 to October 2020
Ericsson MediaKind
Santa Clara, California
Microsoft sold their TV software to Ericsson in June 2013. My work there continued as listed below.

February 2004 to September 2013
Microsoft (Microsoft TV products)
Mountain View, California
Microsoft TV offers digital TV software to enhance the viewing experience of consumers and the business of broadband network operators including Comcast, Verizon and others. Microsoft TV solutions support the features that operators need to deliver competitive services today and they continue to develop new solutions to enable the digital TV networks, content, services and connected experiences of tomorrow.

Recent Responsibilities
Builder
Assisted in all aspects of document production. Developed, operated and maintained a complex, automated, C#/Excel/Word/Perl-based documentation build process. Shared in a broad range of production-related activities, including managing, configuring, debugging, and fixing document builds; reworking Word documents to comply with formatting guidelines; debugging and repairing corrupted Word documents; developing training programs and providing training and support to a team of twelve writers in the use of customized, Word-based authoring tools as well as writing and maintaining an internal Help system documenting the build process as well as the authoring tools and processes.

August 2003 to October 2003
SUN iForce Partner Products
San Jose, California
Sun iForce Partner Products manages the Developer Contact Centers and the Sun Partner Products Catalog using a web based user portal. The user portal is a set of business processes and a Web site, which allows Sun Microsystems Inc. to collect data from companies developing products on Sun platforms when they join the iForce[sm] Partner Program.

The Web site allows representatives of Sun, including Developer Contact Centers (DCCs) and Membership Administrators to view, validate, and modify the data. Each of these groups has distinct and separate interfaces (portals), which will provide information and functionality tailored to their needs.

Recent Responsibilities
Senior Writer
Before the project was severely cut back in October, I worked closely with engineers to write functional and technical specifications for this project. I also participated in the redesign of the existing DCC portals. I was also responsible for writing Developer Coding Guidelines, and a Data Dictionary.

Starfish Software (October 1996 to January 03)
Scotts Valley, California
Starfish Software made TrueSync -- one of the most widely used data synchronization solutions in the world. The TrueSync infrastructure is designed to provide end-to-end synchronization for wireless data services, enterprise application servers (such as iPlanet, Microsoft Outlook, or Lotus Notes), Mobile Devices (such as Personal Digital Assistants and phones), and corporate infrastructures. The TrueSync technology platform is a comprehensive set of wireless and wireline synchronization products and solutions.

TrueSync Server Products and Solutions are written almost entirely in Java and provide multi-tier over-the-air and wireline synchronization between a heterogeneous mix of devices, applications and services.

18.12 Most Recent Responsibilities
Engineer I & II, Internet Sidekick/TrueSync.com (August 1998 to January 2003) Responsible for developing and maintaining major parts of the “Internet Sidekick” servlet and its XML, JSP and HTML client interface. The Internet Sidekick is a java-servlet-based personal information manager application for accessing and manipulating personal information data stored in the TrueSync data store. The Internet Sidekick servlet is written in java and runs on any J2EE compliant HTTP server (e.g. Tomcat or Apache). It accesses data directly from an Oracle database (reads) or through the TrueSync middleware server (writes and reads). The Internet Sidekick client templates utilize XML, XSLT, JSP, JavaScript and forms to solicit, present and manipulate data maintained by the TrueSync server.

I was responsible for maintaining all the Java-based servlet modules and developing new XML based Personal Information Manager (PIM) modules utilizing JSP, XML and XSLT. When last I checked, the “Internet Sidekick” could be seen online at www.starfish.com.

Engineer II, Simplify Device Manager (September 2002 to January 20003) As a member of the development team, I was responsible for developing a java servlet based interface for Starfish’s “Simplify” device manager. Device management encompasses technologies utilized by wireless operators and corporate IT departments to perform complex remote configuration of mobile devices on behalf of end users. Responsible for servlet development as well as the XML/XSLT based client interface. As the interface developer on this project, I worked with the Human Factors team to create a web-based interface for the TrueSync device manager and then (with others) created the servlet and supporting XML to implement it.

Publications Project Lead (October 1996 to August 1998) As needed, I managed 2 contract technical writers and delivered all server application interface (API) documentation.

Created the TrueSync server API documentation set and wrote a large part of the documentation. Customers for the documentation include developers at IBM, Motorola, and Excite.

Technical Trainer (September 1999 to November 2002)
As needed, I created server API courses for Starfish server customers. Created the course framework as well as a series of on-line labs. These courses taught developers how to install, configure and start programming against the TrueSync server API.

Project Manager TrueSync Sync Adaptor for Exchange (November 2001 to August 2002) Took over management of this project mid way through the product development cycle. Managed and coordinated a development project creating new product for TrueSync customers. TS SyncAdaptor for exchange enabled the TS middleware server to Synchronize PIM data between Microsoft’s Exchange server and all the supported TrueSync clients.

I project-managed the development, documentation, integration and QA efforts for this product. Delivered product to customer on budget and on time.

SunSoft Developer Products (August 1995 to October 1996) Menlo Park, California
Sun WorkShop
Documentation Lead
As a senior documentation lead, I was Responsible for delivering RAD ScreenPlay (a multi-media authoring tool) online videos for the WorkShop – a suite of tools for professional developers. Also responsible for resolving all issues involving ScreenPlay, documenting WorkShop Projects, and building and testing for integration the online documentation.

Santa Cruz Operation - SCO (June 1991- 1995)
Joint Application Design Team (JAD)
As an engineering member of the JAD team, I helped architect the design and change control process for SCO Open Server Release 5.0. The JAD process assembles all the principals involved in software application design and then creates a design process that can deal with the inevitable changes to software design and functionality that occur during a long software development cycle.

Advanced Hardware Developers Kit (AHDK)
Worked closely with X and network engineers to write the X Link Kit Guide and parts of the Networking and TTY Drivers Guide. These guides provide assistance to developers writing device drivers for existing and future SCO operating systems

18.13 On-line Help
As one of the technical leads, I helped design the new NCSA Mosaic-based, on-line help system for SCO Open Server Release 5.0. I coordinated part of the effort to architect, document and implement a new on-line documentation system based on Mosaic Release 2.4 (help browser) and HTTP Release 1.4 (HTTP server). I worked closely with information architects, X and usability engineers to guarantee that the new documentation system was state of the art.

Publications and Papers
UNIX Commands by Example: A desktop command reference for UnixWare, Solaris, and SCO UNIX Written in conjunction with David Elboth and P.C. Larsen. This book is a command reference to networking, X and administration commands for SCO UNIX, Solaris and UnixWare. Published by Prentice-Hall in August 1994.

Education
University of California, Los Angeles
Los Angeles, California
Ph.C., M.A. Political Science
Major Fields: Political Theory, Public Law
Minor Fields: Statistical Applications and Methodology
The Candidate in Philosophy (Ph. C) is awarded to graduate students upon completion of all Ph.D requirements prior to the dissertation
While enrolled at the University, I taught classes in American Political Thought, Political Theory, Constitutional Law, Statistics and Practical Teaching.

New College,
Oxford, England
Admitted to study for D.Phil but withdrew for personal reasons after one term, 1979-80.

Major field: Politics
University of California, Santa Cruz
Santa Cruz, California
BA. Politics
College Honors
Honors in the major
References
Available on request
Kent Dannehl
Santa Cruz, CA 95060

Email:

18.14 Summary
 Over 35 years of experience as a software developer, project lead, technical writer, editor, information architect and instructor
 SQL language experience (SQL) and the ability to create and customize software C# tools using SQL on the backend
 Skilled developer of C#, Perl, Shell, PowerShell and msbuild build tools  Scripting language experience (Windows and Linux) from the perspective of the user and the installer/administrator
 Ability to develop new technology, modify the structure of existing products and provide technical guidance to complex projects
 Extenssive experience with development tools such as TFS. Artifactory, Git, Jenkins, Jira, and Confluenc  Experience in project management and the ability to lead and provide guidance to a tools development team.

Job Objective
Obtain a challenging position as a tools software developer on a team connected to creating and maintaining tools that make use of my creative abilities, analytical skills and strong knowledge of advanced tools technologies.

Experience
Software Developer IV
Ericsson Inc 2795 Augustine Drive, Santa Clara, CA
Create and customize software SQL build and development tools Develop C#, Perl, Shell, PowerShell and msbuild build tools Use scripting languages (Windows and Linux) from the perspective of the software developer and the installer/administrator
Develop new tools technology, modify the structure of existing products and provide technical guidance to complex projects
Install update and manage development tools including Artifactory, TFS, Gitlab, Jenkins, Jira, and Confluence.

Lead and manage miscellaneous development projects as well as mentor tools development team.

Software Developers, Systems Software
Microsoft Corp 1065 La Avenida St # Sv1, Mountain View, CA  Create and customize software SQL build and development tools  Develop C#, Perl, Shell, PowerShell and msbuild build tools  Use scripting languages (Windows and Linux) from the perspective of the software developer and the installer/administrator
 Develop new tools technology, modify the structure of existing products and provide technical guidance to complex projects
 Install update and manage development tools including Artifactory, TFS, Gitlab, Jenkins, Jira, and Confluence.  Lead and manage miscellaneous development projects as well as mentor tools development team.

Education
Issuing Institution Location Degree Received Course of Study University of California, Los Angeles Los Angeles, CA Master's Degree Political Science

18.15 Skills
Publications and Papers
Published Publicly
UNIX Commands by Example: A desktop command reference for UnixWare, Solaris, and SCO UNIX Co-authored with David Elboth and P.C. Larsen. This book is a command reference to networking, X and administration commands for SCO UNIX, Solaris and UnixWare. Published by Prentice-Hall in August 1994. This book is still available on Amazon.com.

Partial List of Books written (either individually or part of a team) while at SCO, SUN, and Starfish (listed chronologically by employer)

1. SCO: “Building X Display Drivers with the X Server Link Kit’’.

2. SCO: “ Configuring Network Connections”.

3. SCO: “Kernel Driver Interface Guide’’ (team member).

4. SCO: “SCO UNIX Development System Encyclopedia’’ (team member – wrote over 60 articles).

5. SCO: “Using SCOHelp’’.

6. SCO: “Adding information to SCOHelp”.

7. SUN: Sun WorkShop: Beyond the Basics (team member—wrote 3 chapters).

8. SUN: Sun WorkShop: Getting Started (team member – wrote 3 chapters).

9. Starfish: Using the TrueSync Event API to Fetch, Store and Synchronize Events.

10. Starfish: Using the TrueSync Contacts API to Fetch, Store and Synchronize Contacts.

11. Starfish: Using the TrueSync Tasks API to Fetch, Store and Synchronize Tasks.

12. Starfish: Using the TrueSync Notes API to Fetch, Store and Synchronize Notes.

13. Starfish: Using the TrueSyn
Additional Comments
References Available on Request

18.16 18.17

18.18 Megan Goddard, PhD

SUMMARY STATEMENT
_______________________________________________________________________________________________ 16+ years of successfully building and managing technical teams and complex programs at Google.

Self-staer with abilities collaborate eectively across diverse teams, derive and launch solutions to complicated issues, strategically design programs and vision, and passionate about learning new skills quickly and apply to changing conditions.

GOOGLE EXPERIENCE
_______________________________________________________________________________________________ Google Maps, Data Connections Engineering Q2 2021 - Present Sr Program Manager, Lead
● Program Manager suppoing 50+ person Engineering team. We are responsible for creating tools to ingest external data to publish on Google Maps Central Accessibility (A11y) Engineering Q1 2018 - Q2 2021 Sr Program Manager, Lead
● Lead Geo Program - Initiated and developed accessibility program for Geo ● TPgM People Manager (10 Fulltime, 21 Contractor) for an internal Panerships & Program team covering Education, QA testing, and Standards. We are responsible for seing goals and building scalable programs for all of Alphabet to meet Accessibility Compliance Guidelines for all external products
Flood Modeling, 20% Program Manager
● Consult technical team on hydrologic modeling and data sourcing [Blog post] Cloud gSuite Enterprise, Security Trust and Privacy, Sr Program Manager Q2 2017 - Q4 2017 gTrust Program Manager
● Designed external facing dashboard for General Data Protection Regulations (GDPR) Readiness suppo for enterprise customers
● IAPP EU ceication in progress
Google Fiber, Sr Program Manager Q1 2016 - Q2 2017
TL/Manager: Asked by exec management to lead team to improve geo data quality ● People Manager of 5 FTE & 12 TVC, team and project ended in Q12017 ● Spearheaded acquisition of 18.6M and developed strategy to scale data production 10x over three months for a cross functional team (1000+ people); Team successfully saved over $ 20M in 2016 for Fiber

18.19 ● Assigned as Lead Fiber Program Manager to x corrupted geo data. ● Secured 200K budget and designed methodology to measure address data quality critical for Fiber planning at Eng director's request and lowered ticket turn-around time from 26 to 2 days to fuher improve customer service signups.
● Initiated and managed a cross-depament (Access / Geo) program to manage and streamline requests for geo data, including communications, joint OKR planning, and built cross-functional engineering working groups
Rapid Rollout Lab (RRL), Sr Program Manager Q1 2015 - Q1 2016 Team PgM / Chief of Sta: Managed day-day tasks for team ● Designed collaboration ML model for Telephone Pole and Wire Identication as a Google Service to reduce costs from $40 to $10 per pole for pole locations; Secured initial funding with Product Manager of 1M to launch program with Geo and initiated ramping of engineering and operations teams
● Geo Data Specialist for special projects; designed suitability analysis and evangelist for geo data and mapping
Maps for Business, Sta Geo Data Specialist Q3 2014 - Q4 2014 Technical Program Manager for Google Maps for Business Imagery resale and Skybox ● Onboarded Skybox team during integration aer company acquisition ● Developed strategies to streamline data imagery processing ● 20% Project: Initiated water conservation project to educate Googlers on water resource issues; program launched in 2015 to internal googlers worldwide Ground Truth (GT), Sta Geo Data Specialist Q4 2007 - Q2 2014 TL/Manager: GT’s mission is to Map the World. Ground Truth launched maps.google.com in 50+ countries replacing the licensed data saving Google $300M + in licensing fees. ● Built and managed two technical teams of ~15 (SWEs, Geo Data Specialists, and TPgMs) ● Spearheaded GT’s core data evaluation process and geopolitical reviews and ramped team in India to provide quality feedback; Successful results by providing clear guidance and data driven decision making for cost analysis for over 800+ complex datasets ● Designed and launched cross-functional program around the world to set project strategy, project plans, roadmaps and launched 10 releases on time over 4 years ● Managed all internal “Mapping Events” to acquire local knowledge and quality data from Googlers at over 30 oces
● As one of the original GT members, consistently organized and lead internal team events (summits, team building, communications), as the team grew to over 100+ people and 4000+ people in Operations
● Initiated and successfully launched job ladder update for Geo Data Specialist in collaborated with HR and executive management for Geo-Wide Impact

18.20 Google Eah , Geo Data Specialist Q3 2006 - Q4-2007 Technical GIS Specialist : Managed projects with external paners to publish layers on Google Eah with a focus on Africa
● Launched datalayers into Google eah including US Holocaust Museum Crisis in Daur, Tracks 4 Africa, National Geographic, US National Forest Service, United Nations Environmental Programme, Fair Trade Ceied, and World Wildlife
● Wrote technical documents for KML Best Practices Guidelines and Frequently Asked Questions documents for publication to external providers
● Designed evaluation guidelines specically for African Geo datasets. ● Piloted Africa Maps program in collaboration with New Business Development Team - successfully developed program across seven African countries and conducted “Train the Trainer” for over 300 people in Africa

AWARDS AND SPECIAL ACHIEVEMENTS
_______________________________________________________________________________________________ ● Selected in 2008 to paicipant for Google Reach Pilot leadership program in Accra Ghana ● 2010 and 2013 Google Company Award Recipient
● Speaker at TED Global in Tanzania
● 2008 Global Philanthropy Forum - demonstration of "Crisis in Daur" layers with Larry Brilliant, Larry Page, and Sergey Brin as pa of the "Leveraging Information" panel ● US Holocaust Museum Crisis in Daur - with recognition of US President ● Leadership Santa Cruz County, Class 35 Graduate
● Board of Directors, Coastal Watershed Council

EDUCATION
_______________________________________________________________________________________________ 2005 Ph.D., Forestry and Natural Resources, Clemson University 2001 M.S., Environmental Engineering and Science, Clemson University 1996 B.S., Environmental Resources Sciences, University of California, Davis

PREVIOUS PROFESSIONAL EXPERIENCE
_______________________________________________________________________________________________ 2005 Adjunct Instructor , Depament of Geomatics Technology, Greenville Technical College, Greenville, SC 2001-2005 Graduate Teaching and Research Assistant Depament of Forestry and Natural Resources, Clemson University, SC
2002-2004 GIS Analyst and Project Environmental Engineer RMT, Inc, Greenville, SC (in parallel with PhD) 1999-2002 - GIS Analyst and Graduate Research Assistant , Strom Thurmond Institute, Clemson University, SC 1997-1999 - GIS Manager and Environmental Scientist , Tetra Tech, San Francisco, CA 1996-1997 - Junior Consultant , ERM-Umwelt Consult, Bensheim Germany 1995-1996 - Environmental Scientist , ERM-West, Sacramento, CA

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18.23 18.24

18.25 James Mekis
, Santa Cruz, CA 95060 • •
Product and Management Leader
Technology • Production
Successful problem solver with more than twenty years of management results.

Production & Business Workflow / Technology Assessment & Integration / eCommerce Development / Cross-functional Leadership / Project Management / Innovation

PROFESSIONAL EXPERIENCE
Semi-Retired, Santa Cruz, CA 2014 to-date
Community & Industry
Continuing contributions: Santa Cruz Water Commission 2016-2019, Cal Poly advisory board, and further development of automation interoperability standards for the printing industry.

Mekis Associates, Sunnyvale & Santa Cruz, CA 2001 – 2014 Principal
Last primary client was Caslon & Company, the management company of PODi, a digital printing trade and standards organization. Responsibilities included:
• PODi Director of Technology, driving development of PPML, the XML variable data publishing language. Three releases completed, also developed testing tools and a certification program now used by HP, Canon, Xerox, and more. • Develop unique tools, training materials & website for service providers, assisting them to better position their products and successfully grow sales. • Speaking to groups internationally on the power of relevant marketing campaigns.

Independent consultant. Projects for manufacturers included:
• Extended contract as Product Manager and Industry Expert for the creation of a webbased print procurement and JDF creation product developed by Heidelberg, the world's largest manufacturer of printing equipment.
• Developed new distance-learning products and partnerships for I.O. Technologies • Consultant for Hewlett-Packard to assist commercial printers in developing digital color workflow and business plan.
• Consultant for EFI on product positioning of Fiery embedded servers Also consulted for commercial printers on digital printing/variable data feasibility, and was speaker for events on industry trend topics.

EFI (Electronics for Imaging), Fremont, CA 2004 – 2005
Sr. Manager, Product Strategy & Marketing
Created vision and direction, re-focusing a $40M+ Fiery embedded color market segment:
• Developed new market requirements and guidance.
• Drove development of user-friendly tools and workflow functionality to address this Multi-Function Printer (MFP) segment for power-user customers. • Segment market requirements included a new drivers, web-browser interface, authentication and security features that were completed in less than half the anticipated time with a highly focused hands-on small-team approach.

Impresse Corp., Sunnyvale, CA 1999 – 2001
Director, Commercial Print Solutions

18.26 James Mekis, continued