Agenda packet — Santa Cruz City Council, February 25, 2025 (part 1 of 7)

CITY COUNCIL AGENDA
Regular Meeting - February 25, 2025
12:30 P.M. CLOSED SESSION, ZOOM/COURTYARD CONFERENCE ROOM 1:30 P.M. ORAL COMMUNICATIONS, CONSENT, CONSENT PUBLIC HEARINGS, PUBLIC

HEARINGS, 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, February 24th
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, February 23rd by emailing the Mayor and the City Clerk.

Approval will be confirmed via email.
[email protected] [email protected]
February 25, 2025 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 8, 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.

February 25, 2025 City Council 3
Closed Session
12:30 PM
Statements of Disqualification

1. Conference with Legal Counsel – Liability Claims (Government Code §54956.95)
Claimant: Garrison Property and Casualty Insurance
Claim against the City of Santa Cruz

2. Conference with Labor Negotiators (Government Code §54957.6) SEIU Temporary Employees
SEIU Service Employees
Mid Managers, OE3
Supervisors, OE3
Fire Management
Fire, IAFF
Police Management
Police Officers Association
Executives
City Negotiator - Sara De Leon

3. Conference with Legal Counsel - Existing Litigation (Government Code §54956.9(d)(1))
GVC St. George, LLC v. City of Santa Cruz
(United States District Court Case No.CV-07695-BLF)
February 25, 2025 City Council 4
City Council
1:30 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

4. Parking for Hope Check Presentation
Presiding Officer's Announcements
Statements of Disqualification
Additions and Deletions
City Attorney Report on Closed Session
Council Meeting Calendar

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

February 25, 2025 City Council 5
Consent Agenda

6. Minutes of the February 11, 2025 City Council Meeting (CC) LOCATION: None
Motion to approve as submitted.

7. City Council Nomination of Rachel Dann to the County of Santa Cruz's Measure Q Safe Drinking Water, Clean Beaches, Wildfire Risk Reduction, and Wildlife Protection Act (WWWPA) Citizen's Oversight Advisory Board (CC)
LOCATION: Countywide
Nominate Rachel Dann for appointment to the County of Santa Cruz's Measure Q Safe Drinking Water, Clean Beaches, Wildfire Risk Reduction, and Wildlife Protection Act (WWWPA) Citizen's Oversight Advisory Board.

8. Resolution Establishing the 2025 Security Deposit Interest Rate for Residential Rental Property (EDH)
LOCATION: Citywide
Motion to adopt a resolution establishing the 2025 interest rate for the residential security deposits at 0.01% and rescinding Resolution No. NS30,287.

9. Liability Claim Filed Against the City of Santa Cruz (FN) Motion to return as late claim 1) Garrison Property and Casualty Insurance, based on staff recommendation.

February 25, 2025 City Council 6
Consent Agenda (continued)

10. Department of Toxic Substances Control (DTSC) Equitable Communities Revitalization Grant for Soils Investigation and Remedial Action Planning in the Lower Main Meadow, Pogonip Open Space – Third Amendment to Agreement for Environmental Consulting Services (PR) LOCATION: District 5
Motion to approve and authorize the City Manager to execute an amendment to the Professional Services Agreement with Remediation Risk Management, Inc. for environmental consulting services to investigate and plan for the remediation of soil contamination in the Lower Main Meadow, Pogonip Open Space, in a form approved by the City Attorney. The Director of Parks and Recreation is authorized to execute contract amendments within the approved project budget.

End Consent Agenda
Consent Public Hearings

11. 2nd Reading and Final Adoption of Ordinance No. 2025-02 Related to the Parking Lease Revenue Bond Authorization (FN/EDH/PW) LOCATION: District 4
Motion to adopt Ordinance No. 2025-02 amending and restating Chapter 16.26 of the Municipal Code to permit the issuance of Parking Revenue Bonds by the City.

12. 2nd Reading and Final Adoption of Ordinance No. 2025-03 Amending Santa Cruz Municipal Code Chapter 9.36 (“Noise”) and Chapter 9.40 (“Sound Amplifying Equipment”) and Adding Objective Standards to Both Chapters (CN)
LOCATION: Citywide
Motion to adopt Ordinance No. 2025-03 amending Santa Cruz Municipal Code Chapter 9.36 (“Noise”) and Chapter 9.40 (“Sound Amplifying Equipment”) and adding objective standards to both chapters.

February 25, 2025 City Council 7
Consent Public Hearings (continued)

13. Minor Modifications to the Previously Adopted Amendments to Chapter

18.15 of the Municipal Code Requiring Additional Energy Standards for Alterations and Additions to Existing Single-Family Homes (CM/PL) LOCATION: Citywide
Motion to introduce for publication an ordinance making minor changes to the previously adopted Municipal Code Chapter 18.15 which adopted local amendments to Title 24, Part 6 of the California Code of Regulations (California Energy Code). Council finds the amendments are consistent with the Negative Declaration approved for the City of Santa Cruz 2030 Climate Action Plan adopted by City Council on September 13, 2022. The ordinance is also exempt from CEQA under the general rule, 15061(b)(3) and per CEQA Guidelines Section 15308, Class 8, Actions by Regulatory Agencies for Protection of Natural Resources.

Public Hearings

14. Public Safety Impact Fee Nexus Study and Proposed Fees Update (FD/PD)
LOCATION: Citywide
This item is continued to the March 11th Council meeting and will not be discussed on February 25th.

15. Childcare Impact Fee Updates (PL)
LOCATION: Citywide
Motion to:
1) Introduce for publication an ordinance amending City of Santa Cruz Municipal Code Chapter 18.48 “Childcare Impact Fees,” modifying Section 18.48.050 Exemptions; and
2) Adopt a resolution updating the Childcare Impact Fees for residential and non-residential development and rescinding Resolution No. NS-29,812.

February 25, 2025 City Council 8
Public Hearings (continued)

16. 313 Swift Street (Application No. CP24-0104) – Assessor’s Parcel Number 003-161-32 – Request for 1) Acknowledgement of the Environmental Determination and Adoption of a Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program (MMRP) Pursuant to Section 15074 of the California Environmental Quality Act (CEQA); and 2) Consideration of the Application for a Planned Development Permit, Coastal Permit, Design Permit, and Heritage Tree Removal Permit to Allow Construction of a New, Four-Story, Approximately 120,604 Square-Foot Multifamily Educator Workforce Housing Project Encompassing Approximately 100 Residential Units, Approximately 119 Parking Spaces, New Landscaping, and Associated Site Modifications, Including the Removal of Up to Six (6) Heritage Trees, on a Site Located in the P-F/CZ-O (Public Facilities/Coastal Zone Overlay) Zoning District, Based on the Findings and Conditions of Approval Listed In Exhibit “A.” (Environmental Review: Initial Study/Mitigated Negative Declaration). (Applicant/Filed: Santa Cruz City School District/June 27, 2024) (PL)
LOCATION: District 6
Motion to adopt a resolution acknowledging the environmental determination and adopting the Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program (MMRP), and approving the Planned Development Permit, Coastal Permit, Design Permit, and Heritage Tree Removal Permit to allow construction of a new, fourstory, approximately 120,604 square-foot multifamily educator workforce housing project encompassing approximately 100 residential units, approximately 119 parking spaces, new landscaping, and associated site modifications, including the removal of up to six (6) Heritage trees, on a site located in the P-F/CZ-O (Public Facilities/Coastal Zone Overlay) zone district, subject to the attached conditions of approval.

February 25, 2025 City Council 9
General Business

17. Ordinance Amending Chapter 21.07 of the Santa Cruz Municipal Code to Create a Process Guaranteeing a Fair Rate of Return to Landlords of Properties with Expiring Affordability Agreements (CA)
LOCATION: Citywide
This item is continued to the March 11th Council meeting and will not be discussed on February 25th.

18. Resolution to Accept and Appropriate the Award from the State Affordable Housing Sustainable Communities (AHSC) Program for the Downtown Library and Affordable Housing Project (EDH)
LOCATION: District 4
Motion to adopt a resolution authorizing the City Manager, or the Economic Development and Housing Director, to accept, and appropriate grant funds from the California Strategic Growth Council (SGC), as awarded, through the Round 7 State Affordable Housing and Sustainable Communities Grant Program (AHSC); and, to negotiate, execute, enter into, and deliver any necessary contracts, agreements, documents, amendments, in a form to be approved by the City Attorney; and take any other actions necessary to implement the grant funded project, in an aggregate amount(s) not to exceed the grant award of $33,502,820.

Adjournment
February 25, 2025 City Council 10

INFORMATION ITEMS PREVIOUSLY DISTRIBUTED TO CITY COUNCILMEMBERS None issued.

MAYOR'S PROCLAMATIONS
None issued.

Advisory Body Appointments
The following positions are either currently vacant or the terms are due to expire.

Council will make appointments at a future meeting.

Board of Building and
Fire Appeals
One opening – 4-year term, at-large nomination.

Historic Preservation
Commission
One opening – 4-year term to be appointed by
Vice Mayor Kalantari-Johnson.

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.

Meeting Type
Holiday
Jewish Holiday
Regular Meeting
Special Meeting (will be added as scheduled)
Study Session (will be added as scheduled)
Budget Hearing
DATE Location Meeting Type
Courtyard Conf. Room Closed Session - Closed to the Public Council Chambers Council Regular Meeting - Open to the Public Courtyard Conf. Room Closed Session - Closed to the Public Council Chambers Council Regular Meeting - Open to the Public April 12/13
Courtyard Conf. Room Closed Session - Closed to the Public Council Chambers Council Regular Meeting - Open to the Public Courtyard Conf. Room Closed Session - Closed to the Public Council Chambers Council Regular Meeting - Open to the Public May 26
Courtyard Conf. Room Closed Session - Closed to the Public Council Chambers Council Regular Meeting - Open to the Public Courtyard Conf. Room Closed Session - Closed to the Public Council Chambers Council Regular Meeting - Open to the Public June 19
Courtyard Conf. Room Closed Session - Closed to the Public Council Chambers Council Regular Meeting - Open to the Public July 4
Courtyard Conf. Room Closed Session - Closed to the Public Council Chambers Council Regular Meeting - Open to the Public Courtyard Conf. Room Closed Session - Closed to the Public Council Chambers Council Regular Meeting - Open to the Public September 1
Courtyard Conf. Room Closed Session - Closed to the Public Council Chambers Council Regular Meeting - Open to the Public September 22/23
Courtyard Conf. Room Closed Session - Closed to the Public Council Chambers Council Regular Meeting - Open to the Public October 1/2
Courtyard Conf. Room Closed Session - Closed to the Public Council Chambers Council Regular Meeting - Open to the Public Courtyard Conf. Room Closed Session - Closed to the Public Council Chambers Council Regular Meeting - Open to the Public November 11
Courtyard Conf. Room Closed Session - Closed to the Public Council Chambers Council Regular Meeting - Open to the Public November 27
November 28
Courtyard Conf. Room Closed Session - Closed to the Public Council Chambers Council Regular Meeting - Open to the Public December 14/15
December 25
December 23 Meeting Cancelled
City Hall Closure - Christmas Day
Rosh Hashanah (City observed - sundown to sundown)
October 14
October 28
City Hall Closure - Veteran's Day (observed)
Hanukkah (City observed - sundown to sundown)
Yom Kippur (City observed - sundown to sundown)
November 18
City Hall Closure - Labor Day
August 26
July 8 and 22 Meetings Cancelled
City Hall Closure - Independence Day
City Hall Closure - Memorial Day
Passover (City observed - sundown to sundown)
August 12
March 11
March 25
May 13
April 22
June 10
May 27
City Council Meeting Calendar for 2025
December 9
City Hall Closure - Thanksgiving Day
City Hall Closure - Day After Thanksgiving Day
June 24
September 9
September 30
City Hall Closure - Juneteenth

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

MINUTES OF A CITY COUNCIL MEETING
February 11, 2025
12:00 PM
Mayor Keeley opened the City Council Closed Session at 12:01 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 Trigueiro, Brunner, Newsome, Golder, O’Hara; Vice Mayor Kalantari-Johnson; Mayor Keeley.

Absent: None.

Staff: City Manager M. Huffaker, City Attorney T. Condotti, Deputy City Clerk Administrator J. Wood, City Clerk Administrator B. Bush.

Statements of Disqualification – None.

City Attorney T. Condotti asked Council to add a subsequent need item of Consideration of Initiation of Litigation (Government Code §54956.9(d)(4)). The information Council will be discussing was brought to attention after the agenda was posted. Should Council decide to proceed with initiation of litigation, there is a need for action before the next regular Council meeting.

MOTION: Councilmember Golder moved, seconded by Councilmember Brunner, to add a subsequent need item of Consideration of Initiation of Litigation to the Closed Session agenda.

ACTION: The motion carried unanimously with the following vote.

AYES: Councilmembers Trigueiro, Brunner, Newsome, Golder, O’Hara; Vice Mayor Kalantari-Johnson; Mayor Keeley.

NOES: None.

ABSENT: None.

DISQUALIFIED: None.

6.1 February 11, 2025 CITY COUNCIL MINUTES 7808
Public Comment
Mayor Keeley opened the public comment period at 12:03 p.m. There were no speakers. Mayor Keeley closed the public comment period at 12:04 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 - Existing Litigation (Government Code §54956.9(d)(1))
City of Santa Cruz v. Chevron Corp. et al., (Sea Level Rise Litigation) (Santa Cruz County Superior Court Case No. 17CV03243, United States District Court, Northern District Case No. 18-cv-00458 LHK, San Francisco Superior Court Case No. CJC-24-005310)
Council received a report, and by motion approved an appeal of the decision by the San Francisco Superior Court granting a motion to quash by the Citco corporation.

Conference with Legal Counsel – Consideration of Initiation of Litigation (Government Code §54956.9(d)(4)
Council gave direction to the City Attorney’s Office to join in one item of existing litigation. The parties and the particulars of that litigation will be available upon request by members of the public when the pleadings are filed.

6.2 February 11, 2025 CITY COUNCIL MINUTES 7809
City of Santa Cruz
809 Center Street
Santa Cruz, California 95060

MINUTES OF A CITY COUNCIL MEETING
February 11, 2025
12:30 PM
Call to Order – Mayor Keeley called the meeting to order at 12:37 p.m. in Council Chambers.

Roll Call

Present: Councilmembers Trigueiro, Brunner, Newsome, Golder, O’Hara; Vice Mayor Kalantari-Johnson; Mayor Keeley.

Absent: None.

Staff: City Manager M. Huffaker, Assistant City Manager M. Templeton, City Attorney T. Condotti, Director of Finance E. Cabell, Chief People Officer S. De Leon, Director of Planning and Community Development L. Butler, Director of Public Works N. Nguyen, Director of Parks and Recreation T.

Elliot, Chief of Fire R. Oatey, Chief of Police B. Escalante, Director of Economic Development and Housing B. Lipscomb (via Zoom), Director of Water H. Luckenbach (via Zoom), Director of Information Technology K.

Morgan (via Zoom), Deputy City Manager L. Murphy (via Zoom), Management Analyst E. Burton, Deputy Fire Marshal T. Shields, Principal Management Analyst M. Albert, Deputy City Clerk Administrator J.

Wood, City Clerk Administrator B. Bush.

Oral Communications Announcement - The Mayor provided a brief announcement about Oral Communications.

Oral Communications
At 12:38 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.

Roland Sear spoke regarding similarities between World War II and the concerns he has now.

6.3 February 11, 2025 CITY COUNCIL MINUTES 7810
Oral Communications (continued)
Ken Reichman urged Council to reaffirm Santa Cruz’s commitment to abide by the California Values Act and requested that Council provide financial support for families traumatized by deportation.

David McCune spoke with opposition to gas-powered leaf blowers.

Dora spoke regarding the Santa Cruz Police, Sheriff’s Department and the CHP offices displacing homeless people camping on Coral Street, Highway 1, on the levee, and in San Lorenzo Park on Monday, January 27th.

Pauline Seales thanked the Mayor and City Manager, Matt Huffaker, for signing the November 7th letter of support for immigrants and asked Council to give the strongest level of support to Santa Cruz’s immigrant community.

Unidentified person spoke regarding homelessness.

Unidentified person cited Penal Code 401 and inferred the Black Lives Matter painting in front of City Hall promoted a self-immolation.

At 12:53 p.m. Mayor Keeley closed Oral Communications.

Presiding Officer's Announcements
Statements of Disqualification – None.

Additions and Deletions – None.

City Attorney Report on Closed Session – See pages 7807—7808 for the report.

Council Meeting Calendar

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

6.4 February 11, 2025 CITY COUNCIL MINUTES 7811
Consent Agenda
Vice Mayor Kalantari-Johnson commented on items 5, 9, 11, and 14.

Councilmember Newsome commented on items 9 and 10.

Councilmember Brunner made a comment on item 10.

Councilmember Trigueiro made a comment on item 6.

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

Unidentified person commented on items 3, 4, 12, and 6.

Unidentified person made a comment on item 6.

Mayor Keeley closed the public comment period.

Mayor Keeley made a comment on item 6.

MOTION: Vice Mayor Kalantari-Johnson moved, seconded by Councilmember Newsome, to approve the Consent Agenda.

ACTION: The motion carried unanimously with the following vote.

AYES: Councilmembers Trigueiro, Brunner, Newsome, Golder, O’Hara; Vice Mayor Kalantari-Johnson; Mayor Keeley.

NOES: None.

ABSENT: None.

DISQUALIFIED: None.

3. Minutes of the January 28, 2025 City Council Meeting (CC) LOCATION: None
Motion carried to approve as submitted.

4. Resolution Amending the 2025 Council Meeting Calendar (CC) LOCATION: Citywide
Resolution No. NS-30,435 was adopted amending Resolution No. NS-30,235 to revise the 2025 Council meeting calendar and cancel the April 8th regular meeting.

6.5 February 11, 2025 CITY COUNCIL MINUTES 7812
Consent Agenda (continued)

5. Promoting Resilient Operations for Transformative, Efficient, and Cost-Saving Transportation (PROTECT) Discretionary Grant Programs of the Department of Transportation Federal Highway Administration: Authorization for Application, Acceptance, and Appropriation of Grant Funds for the West Cliff Drive Coastal Resilience Project (CM/PW)
LOCATION: District 6
Motion carried to
 Adopt Resolution No. NS-30,436 authorizing the City Manager to apply for, accept, and execute all necessary applications, contracts and agreements and amendments thereto and appropriate funds from the PROTECT Discretionary Grant Program for a grant to implement the West Cliff Drive Coastal Resilience Project, and
 Adopt Resolution No. NS-30,437 to amend the FY 2025 budget in the amount of $5,000,000 for the PROTECT Discretionary Grant.

6. Resolution Affirming Santa Cruz’s Commitment to Abide by the California Values Act and Reaffirming Prior Council Action Restricting the use of City Resources for Immigration Enforcement (CN)
LOCATION: Citywide
Motion carried to:
 Adopt Resolution No. NS-30,438 affirming Santa Cruz’s commitment to abide by the California Values Act and reaffirming prior Council action restricting the use of City resources for immigration enforcement, and  Direct the City Manager’s Office to collaborate and communicate with other local government and non-profit partners who are committed to the State’s California Values Act and related policies of the State of California.

6.6 February 11, 2025 CITY COUNCIL MINUTES 7813
Consent Agenda (continued)

7. City Manager Authorization to Execute Residential Lease Agreements for CityOwned Property (EDH) LOCATION: Citywide
Resolution No. NS-30,439 was adopted to authorize the City Manager to negotiate and execute residential lease agreements, amendments and related documents for City-owned property, in a form approved by the City Attorney.

8. Review of 2024 State of California Legislation Impacting Local Land Use, Housing, and Homelessness Response (PL/EDH/CM)
LOCATION: Citywide
Motion carried to accept the review of 2024 State of California legislation impacting land use, housing, and homelessness response.

9. Wharf Recovery Council Ad-Hoc Subcommittee (PR/EDH)
LOCATION: District 4
Motion carried to appoint Councilmembers Newsome and Golder and Vice Mayor Kalantari-Johnson to a new Ad-Hoc Wharf Recovery Subcommittee to review data and options related to structural repair options for the Santa Cruz Wharf, provide input on public access and engagement, and policies governing the wharf’s operations, and make recommendations to the full City Council to implement proposed strategies, policies, and actions.

10. Downtown Recovery – Phase IV – Notice of Completion for Downtown Site Furnishings Painting in the Amount of $112,550.00 (PR)
LOCATION: District 4
Motion carried to accept the work of H.B. Restoration Inc. (Rio Linda, CA) as completed per the Site Furnishing Design Standards and authorize the filing of the Notice of Completion for the Downtown Recovery – Phase IV (c302312) and authorizing the Parks & Recreation Director to sign the Notice of Completion as the Owner’s Authorized Agent.

6.7 February 11, 2025 CITY COUNCIL MINUTES 7814
Consent Agenda (continued)

11. Front-Spruce-Pacific 54-Inch Sewer Rehabilitation (c401606) – Notice of Completion (PW)
LOCATION: District 3 and 4
Motion carried to accept the work of SAK Construction, LLC (O’Fallon, MO) as completed per plans and specifications and authorize the filing of the Notice of Completion for the Front-Spruce-Pacific 54-Inch Sewer Rehabilitation Project (c401606) and authorizing the Public Works Director to sign the Notice of Completion as the Owner’s Authorized Agent.

12. Purchase of Wastewater Collections Septic Pump Truck – Budget Adjustment (PW)
LOCATION: Citywide
Motion carried to:
 Award the contract for the purchase of one septic pump truck from Coast Counties Peterbilt (Salinas, CA) in the amount of $347,275.22; and  Adopt Resolution No. NS-30,440 amending the FY 2025 budget to appropriate funds in the amount of $22,984.23 from the Wastewater Fund to fully fund the purchase.

13. Resource Recovery Facility North Canyon Paving (m400020) – Notice of Completion (PW)
LOCATION: District 6
Motion carried to accept the work of Silicon Valley Paving, Inc. (San Jose, CA) as completed per plans and specifications and authorize the filing of the Notice of Completion for the Resource Recovery Facility North Canyon Paving Project (m400020).

6.8 February 11, 2025 CITY COUNCIL MINUTES 7815
Consent Agenda (continued)

14. West Cliff Drive – 900 and 1000 Block Striping Plans and Temporary Traffic Control Alteration (PW)
LOCATION: Districts 3 and 6
Motion carried to:
 Approve the design and installation of updated traffic striping and signage associated with the West Cliff Drive Stabilization Project (c401501) on the 900 and 1000 blocks of West Cliff Drive and Woodrow Avenue;  Adopt Resolution No. NS-30,441 to approve the plans for the 900 and 1000 block striping pursuant to Government Code Section 830.6; and  Find the project Categorical Exempt under CEQA Guidelines 14 CCR section 15301(c).

15. Wastewater Treatment Facility Dashboard - Award Contract (PW) LOCATION: District 3
Motion carried to award a sole source contract for the configuration and installation of a new Aveva Pi system from Aveva Select California (Healdsburg CA) in the amount of $134,740.

End Consent Agenda
General Business

16. Children’s Fund Oversight Committee (CN)
LOCATION: Citywide
Vice Mayor Kalantari-Johnson nominated Andrew Cunningham.

By consensus, Andrew Cunningham was appointed to the Children’s Fund Oversight Committee with a term ending January 31, 2026.

6.9 February 11, 2025 CITY COUNCIL MINUTES 7816
General Business (continued)

17. Commission for the Prevention of Violence Against Women LOCATION: Citywide
Councilmember Trigueiro nominated Courtney Barrett.

Councilmember Brunner nominated Danielle Long.

Councilmember O’Hara nominated Laura Knobel.

Councilmember Golder nominated Anissa Novak.

By consensus, Courtney Barrett and Danielle Long were reappointed, and Laura Knobel was appointed to the Commission for the Prevention of Violence Against Women with terms ending January 31, 2029, and Anissa Novak was reappointed with a term ending January 31, 2027.

18. FY 2025 Budget Adjustments and Information on City’s Financial Status – Budget Adjustment (FN/HR)
LOCATION: Citywide
Director of Finance E. Cabell, Management Analyst E. Burton, and Chief People Officer S. De Leon gave a presentation and responded to Council questions.

Mayor Keeley opened the public comment period. There were no speakers.

Mayor Keeley closed the public comment period.

MOTION: Councilmember O’Hara moved, seconded by Councilmember Trigueiro, to:
 Adopt Resolution No. NS-30,442 amending the Fiscal Year (FY) 2025 budget appropriation of expenditures to all funds as listed in Exhibit A, in the amount of $13,022,644 including an increase of $534,284 to the General Fund, and a total increase in revenues as listed in Exhibit A in the amount of $9,734,188 to all funds, including a net addition of $1,078,642 to the General Fund;
 Authorize the City Manager to allocate budgetary changes within the applicable funds and departments;
 Receive an update on the City of Santa Cruz’s financial status; and

6.10 February 11, 2025 CITY COUNCIL MINUTES 7817
General Business (continued)

18. FY 2025 Budget Adjustments and Information on City’s Financial Status – Budget Adjustment (FN/HR) (continued)
MOTION (continued):
 Adopt Resolution No. NS-30,443 amending the City of Santa Cruz Personnel Complement and Classification and Compensation Plan for multiple departments.

ACTION: The motion carried unanimously with the following vote.

AYES: Councilmembers Trigueiro, Brunner, Newsome, Golder, O’Hara; Vice Mayor Kalantari-Johnson; Mayor Keeley.

NOES: None.

ABSENT: None.

DISQUALIFIED: None.

19. Comprehensive Wildfire Preparedness and Safety Program (CN/FD) LOCATION: Citywide
Councilmember O’Hara spoke.

Chief of Fire R. Oatey, Management Analyst M. Albert and Deputy Fire Marshal T. Shields gave a presentation and responded to Council questions.

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

James Ewing-Whitman
Mary Anne Robb
Mayor Keeley closed the public comment period.

MOTION: Councilmember O’Hara moved, seconded by Councilmember Golder, to:
 Direct staff to initiate a Comprehensive Wildfire Preparedness and Safety Program (Program); and
 Form a City Council Ad Hoc Committee of Councilmembers O’Hara, Trigueiro and Golder to work with City staff and community stakeholders to develop the Program and support community engagement and education efforts.

6.11 February 11, 2025 CITY COUNCIL MINUTES 7818
General Business (continued)

19. Comprehensive Wildfire Preparedness and Safety Program (CN/FD) (continued) ACTION: The motion carried unanimously with the following vote.

AYES: Councilmembers Trigueiro, Brunner, Newsome, Golder, O’Hara; Vice Mayor Kalantari-Johnson; Mayor Keeley.

NOES: None.

ABSENT: None.

DISQUALIFIED: None.

20. Parking Lease Revenue Bond Authorization (FN/EDH/PW) LOCATION: District 4
Director of Finance E. Cabell spoke and responded to Council questions.

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

Garrett
Mayor Keeley closed the public comment period.

MOTION: Councilmember Newsome moved, seconded by Councilmember Trigueiro, to introduce for publication Ordinance No. 2025-02 amending and restating Chapter 16.26 of the Municipal Code to permit the issuance of Parking Revenue Bonds by the City.

ACTION: The motion carried unanimously with the following vote.

AYES: Councilmembers Trigueiro, Brunner, Newsome, Golder, O’Hara; Vice Mayor Kalantari-Johnson; Mayor Keeley.

NOES: None.

ABSENT: None.

DISQUALIFIED: None.

6.12 February 11, 2025 CITY COUNCIL MINUTES 7819
General Business (continued)

21. Ordinance Amending Chapter 21.07 of the Santa Cruz Municipal Code to Create a Process Guaranteeing a Fair Rate of Return to Landlords of Properties With Expiring Affordability Agreements (CA)
LOCATION: Citywide
This item was continued to the February 25th Council meeting and was not discussed.

22. Ordinance Amending Santa Cruz Municipal Code Chapter 9.36 (“Noise”) and Chapter 9.40 (“Sound Amplifying Equipment”) and Adding Objective Standards to Both Chapters (CN)
LOCATION: Citywide
Councilmember Brunner spoke and responded to Council questions.

Councilmember Newsome spoke.

Assistant City Attorney C. Bronson spoke and responded to Council questions.

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

James Ewing-Whitman
Mayor Keeley closed the public comment period.

MOTION: Councilmember Brunner moved, seconded by Councilmember Newsome, to:
 Introduce for publication Ordinance No. 2025-03 amending Santa Cruz Municipal Code Chapter 9.36 (“Noise”) and Chapter 9.40 (“Sound Amplifying Equipment”) and adding objective standards to both chapters; and

6.13 February 11, 2025 CITY COUNCIL MINUTES 7820
General Business (continued)

22. Ordinance Amending Santa Cruz Municipal Code Chapter 9.36 (“Noise”) and Chapter 9.40 (“Sound Amplifying Equipment”) and Adding Objective Standards to Both Chapters (CN) (continued)
MOTION (continued):
 Approve the CEQA determination contained in this agenda report and the proposed ordinance. The Council’s action is not a “project” under CEQA.

Even if this ordinance or objective standards were considered to be a “project” the following exemptions apply: “common sense” exemption (no possibility of a significant effect on the environment.”) (Cal. Code Regs., tit. 14, § 15061(b)(3)); Class 7 Categorical Exemption (action intended “to assure the maintenance, restoration, or enhancement of a natural resource” (Cal. Code Regs., tit. 14, § 15307); and Class 8 Categorical Exemption (action intended “to assure the maintenance, restoration, enhancement, or protection of the environment.”) (Cal. Code Regs., tit. 14, § 15308).

FRIENDLY AMENDMENT: Councilmember O’Hara requested to make the following amendments to the ordinance.

Add the following language:

WHEREAS, the City Council for the City of Santa Cruz finds that the Legislature of State of California, via Health & Safety Code § 46000, declared that:
“(a) Excessive noise is a serious hazard to the public health and welfare.
(b) Exposure to certain levels of noise can result in physiological, psychological, and economic damage.”
WHEREAS, the City Council finds that the City of Santa Cruz 2030 General Plan established in Chapter 8: Hazards, Safety and Noise, several goals, polices and actions to “maintain or reduce existing noise levels and control excessive noise” for residents across all land designations.

6.14 February 11, 2025 CITY COUNCIL MINUTES 7821
General Business (continued)

Amend the following language:

From:

WHEREAS, the City Council for the City of Santa Cruz finds that unreasonably loud noise in commercial areas is a major issue in the City impacting the public’s health, use, and enjoyment of both public and private spaces; and
To:

WHEREAS, the City Council finds that unreasonably loud noise is a major issue in the City impacting the public’s health, use, and enjoyment of both public and private spaces; and
Amend Section 1. “City Council Intent”:

From:

The City Council for the City of Santa Cruz finds that unreasonably loud noise in commercial areas is a major issue in the City impacting the public’s health, use, and enjoyment of both public and private spaces.

To:

The City Council for the City of Santa Cruz finds that unreasonably loud noise is a major issue in the City impacting the public’s health, use, and enjoyment of both public and private spaces.

6.15 February 11, 2025 CITY COUNCIL MINUTES 7822
General Business (continued)

From:

The City Council desires to set objective standards to create a community understanding about unreasonably loud noise and to foster an environment of mutual respect, while at the same time promoting self-expression.

To:

The City Council desires to set objective standards to create a community understanding about unreasonably loud noise, promote public health, safety, and welfare for its citizenry, and to foster an environment of mutual respect, while at the same time recognizing certain protections by the constitutional rights of freedom of speech and assembly and promoting self-expression.

Amend Section 9.36.020(C)
From:

If the noise producing source is on public property in a commercial zone (as defined below), amplified noise and/or repetitive banging or percussive noises that can be heard 75 or more feet from the noiseproducing source are presumptively unreasonably loud or disturbing as prohibited by this section. This presumption, however, shall not apply to permitted amplification or percussion used in special events or performances permitted by the City under a different part of the Municipal Code (e.g., Public Gathering and Expression Events (Chapter 10.65) and Major Public Special Events (Chapter 10.64)).

To:

If the noise producing source is on a public street, sidewalk, alley, right-ofway, park, or any other public property, amplified noise and/or repetitive banging or percussive noises that can be heard 75 or more feet from the noise-producing source are presumptively unreasonably loud or disturbing as prohibited by this section. This presumption, however, shall not apply to permitted amplification or percussion used in special events or performances permitted by the City under a different part of the Municipal Code (e.g., Public Gathering and Expression Events (Chapter 10.65) and Major Public Special Events (Chapter 10.64)).

6.16 February 11, 2025 CITY COUNCIL MINUTES 7823
General Business (continued)

Remove the following language from Section 9.36.020(C)(1):

Within this section and SCMC § 9.40.010(B)(3), the term “commercial zone” means one of the following places: (i) the area within the boundaries of the Downtown Plan Area, as currently adopted or as amended; or (ii) the area along or within 75 feet of any point of Soquel Ave. within the City of Santa Cruz; or (iii) the area along or within 75 feet of any point on Mission St./Highway 1 within the City of Santa Cruz.

Amend Section 9.40.010(B)(3):

From:

Shall be operated at a volume of sound that is not be unreasonably loud, raucous, jarring, disturbing or a nuisance to reasonable persons of normal sensitiveness within the range of audibility, considering the factors set forth in Section 9.36.020(B). If the noise producing source is on public property in a commercial zone (as defined by SCMC § 9.36.020(C)(1)), amplified noise that can be heard 75 or more feet from the noise-producing source is presumptively unreasonably loud or disturbing as prohibited by this subsection. This presumption, however, shall not apply to permitted amplification used in special events or performances permitted by the City under a different part of the Municipal Code (e.g., Public Gathering and Expression Events (Chapter 10.65), Major Public Special Events (Chapter

10.64)).

6.17 February 11, 2025 CITY COUNCIL MINUTES 7824
General Business (continued)

To:

Shall be operated at a volume of sound that is not be unreasonably loud, raucous, jarring, disturbing or a nuisance to reasonable persons of normal sensitiveness within the range of audibility, considering the factors set forth in Section 9.36.020(B). If the noise producing source is on a public street, sidewalk, alley, right-of-way, park, or any other public property, amplified noise that can be heard 75 or more feet from the noise-producing source is presumptively unreasonably loud or disturbing as prohibited by this subsection. This presumption, however, shall not apply to permitted amplification used in special events or performances permitted by the City under a different part of the Municipal Code (e.g., Public Gathering and Expression Events (Chapter 10.65), Major Public Special Events (Chapter

10.64)).

Councilmembers Brunner and Newsome did not accept.

SUBSTITUTE MOTION: Councilmember O’Hara moved, seconded by Vice Mayor Kalantari-Johnson, to introduce for publication Ordinance No. 2025-03 amending Santa Cruz Municipal Code Chapter 9.36 (“Noise”) and Chapter 9.40 (“Sound Amplifying Equipment”) and adding objective standards to both chapters with the following amendments:

Add the following language:

WHEREAS, the City Council for the City of Santa Cruz finds that the Legislature of State of California, via Health & Safety Code § 46000, declared that:
“(a) Excessive noise is a serious hazard to the public health and welfare. (b) Exposure to certain levels of noise can result in physiological, psychological, and economic damage.”
WHEREAS, the City Council finds that the City of Santa Cruz 2030 General Plan established in Chapter 8: Hazards, Safety and Noise, several goals, polices and actions to “maintain or reduce existing noise levels and control excessive noise” for residents across all land designations.

6.18 February 11, 2025 CITY COUNCIL MINUTES 7825
General Business (continued)

Amend the following language:

From:

To:

The City Council for the City of Santa Cruz finds that unreasonably loud noise is a major issue in the City impacting the public’s health, use, and enjoyment of both public and private spaces.

From:

To:

6.19 February 11, 2025 CITY COUNCIL MINUTES 7826
General Business (continued)

Amend Section 9.36.020(C)
From:

To:

Remove the following language from Section 9.36.020(C)(1):

6.20 February 11, 2025 CITY COUNCIL MINUTES 7827
General Business (continued)

Amend Section 9.40.010(B)(3):

From:

10.64)).

To:

Shall be operated at a volume of sound that is not be unreasonably loud, raucous, jarring, disturbing or a nuisance to reasonable persons of normal sensitiveness within the range of audibility, considering the factors set forth in Section 9.36.020(B). If the noise producing source is on a public street, sidewalk, alley, right-of-way, park, or any other public property, amplified noise that can be heard 75 or more feet from the noise-producing source is presumptively unreasonably loud or disturbing as prohibited by this subsection. This presumption, however, shall not apply to permitted amplification used in special events or performances permitted by the City under a different part of the Municipal Code (e.g., Public Gathering and Expression Events (Chapter 10.65), Major Public Special Events (Chapter

10.64)).

Chief of Police B. Escalante responded to Council questions.

6.21 February 11, 2025 CITY COUNCIL MINUTES 7828
General Business (continued)

22. Ordinance Amending Santa Cruz Municipal Code Chapter 9.36 (“Noise”) and Chapter 9.40 (“Sound Amplifying Equipment”) and Adding Objective Standards to Both Chapters (CN) (continued)
ACTION: The motion to accept the substitute motion failed with the following vote.

AYES: Councilmembers Golder, O’Hara; Vice Mayor KalantariJohnson.

NOES: Councilmembers Trigueiro, Brunner, Newsome; Mayor Keeley.

ABSENT: None.

DISQUALIFIED: None.

ACTION: The original motion carried with the following vote.

AYES: Councilmembers Brunner, Newsome, Golder, O’Hara; Vice Mayor Kalantari-Johnson; Mayor Keeley.

NOES: Councilmember Trigueiro.

ABSENT: None.

DISQUALIFIED: None.

Adjournment – Councilmember Golder moved, seconded by Councilmember Trigueiro, to adjourn. By consensus City Council adjourned at 2:34 p.m.

Respectfully Submitted:

Julia Wood, Deputy City Clerk Administrator
Attest:

Bonnie Bush, City Clerk Administrator
Approved:

Fred Keeley, Mayor

6.22 City Council

AGENDA REPORT
DATE: 02/11/2025
AGENDA OF: 02/25/2025
DEPARTMENT: City Clerk
SUBJECT: City Council Nomination of Rachel Dann to the County of Santa Cruz's Measure Q Safe Drinking Water, Clean Beaches, Wildfire Risk Reduction, and Wildlife Protection Act (WWWPA) Citizen's Oversight Advisory Board (CC)
LOCATION: Countywide
RECOMMENDATION: Nominate Rachel Dann for appointment to the County of Santa Cruz's Measure Q Safe Drinking Water, Clean Beaches, Wildfire Risk Reduction, and Wildlife Protection Act (WWWPA) Citizen's Oversight Advisory Board.

BACKGROUND: At the November 5, 2024 election, Santa Cruz County voters approved Measure Q, the Santa Cruz County Water and Wildlife Protection Initiative.

DISCUSSION: As a result of the passage of Measure Q, the County of Santa Cruz (County) is establishing a Citizen's Oversight Advisory Board and have requested that the City of Santa Cruz (City) nominate one individual to represent the City. The appointee shall have relevant expertise in water quality, water supply, or flood protection management; wildfire or forest management; wildlife, parks, or natural resources stewardship; working lands or agriculture; environmental justice, park equity, or public health; or financial and/or program analysis.

CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) DETERMINATION: Not applicable. Does not require CEQA review as it does not meet the definition of a Project under CEQA as it does not have a potential for resulting in either a direct physical change in the environment or a reasonably foreseeable indirect physical change in the environment.

HEALTH IN ALL POLICIES (HiAP): While this does not apply since it is a County advisory board, the topics addressed by the WWWPA Citizen’s Oversight Advisory Board align with the HiAP pillars of equity, public health, and sustainability.

FISCAL IMPACT:

1. The recommendation in this report impacts the General Fund: No

2. This recommendation requires a budget adjustment: No

3. The recommendation creates an on-going expenditure commitment: No

7.1 FISCAL IMPACT DESCRIPTION: No impacts.

Prepared By:

Bonnie Bush
City Clerk
Submitted By:

Michelle Templeton
Assistant City Manager
Approved By:

Matt Huffaker
City Manager
ATTACHMENTS:

1. APPLICATION.PDF

7.2 7.3

7.4 City Council

AGENDA REPORT
DATE: 02/06/2025
AGENDA OF: 02/25/2025
DEPARTMENT: Economic Development and Housing
SUBJECT: Resolution Establishing the 2025 Security Deposit Interest Rate for Residential Rental Property (EDH)
LOCATION: Citywide
RECOMMENDATION: Motion to adopt a resolution establishing the 2025 interest rate for the residential security deposits at 0.01% and rescinding Resolution No. NS-30,287.

BACKGROUND: Santa Cruz Municipal Code (SCMC) Chapter 21.02 requires that residential renters be paid interest on any security deposit totaling more than fifty dollars ($50.00) held by the landlord. The section further stipulates that the Santa Cruz County Treasurer-Tax Collector annually sets a recommended interest rate for security deposits, which is then adopted by the Santa Cruz County Board of Supervisors. The City Council, by resolution, then adopts that security deposit interest rate for the following year in order to maintain consistency with other jurisdictions within the County.

In early 2013, the City Council amended SCMC Section 21.02.040 to include a subsection permitting landlords to pay tenants’ security deposit interest at the earlier of the following: 1) the termination of tenancy or 2) at the end of the next February occurring after accrued interest reaches fifty dollars ($50.00). In the case that the termination of tenancy occurs before accrued interest reaches fifty dollars, the tenant shall be entitled to a direct payment of the accrued security deposit interest no later than twenty-one (21) days after the tenant has vacated the premises. In the case that the accrued interest reaches fifty dollars ($50.00) before the termination of tenancy, the landlord shall, without demand, pay the tenant the accrued security deposit interest in the form of either a draft payment or a credit against the tenant’s rent (the landlord shall choose between the two methods of payment).

DISCUSSION: In November 2024 the Santa Cruz County Treasurer-Tax Collector conducted a survey of interest paid on savings accounts under $5,000 by six major banking and savings and loan institutions to establish the recommended interest rate to be paid on security deposits in 2025. The average interest rate was determined to be 0.01%. The County Board of Supervisors subsequently adopted Resolution No. 270-2024 on December 10, 2024, setting the interest rate at that level effective January 1, 2025.

8.1 In accordance with past practices, it is recommended that the 2025 interest rate with the City of Santa Cruz be adjusted retroactive to January 1, 2025, to 0.01%. The interest rate for 2024 was

0.03%.

CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) DETERMINATION: This item does not require CEQA review.

HEALTH IN ALL POLICIES (HiAP): In terms of assessing this item with respect to the three pillars of Health in All Policies, this action has a direct nexus with equity in that all households renting residential units in the City, including disadvantaged community members, that may be required to provide a security deposit of more than fifty dollars ($50.00) as part of their lease are covered under this section of the municipal code and are entitled to interest on their security deposit as outlined in the code. This resolution will enable the City to provide residential landlords and tenants citywide with the information regarding the current interest rate.

FISCAL IMPACT:

1. The recommendation in this report impacts the General Fund: No

2. This recommendation requires a budget adjustment: No

3. The recommendation creates an on-going expenditure commitment: No FISCAL IMPACT DESCRIPTION: No Impact.

Prepared By:

Andrea Inouye, Management
Analyst
Jessica de Wit, Housing and
Community Development
Manager
Submitted By:

Bonnie Lipscomb
Director of Economic
Development and Housing
Approved By:

Matt Huffaker
City Manager
ATTACHMENTS:

1. RESOLUTION_2025 SECURITY DEPOSIT INTEREST RATE.DOCX

8.2 RESOLUTION NO. NS-XX,XXX

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA CRUZ

ESTABLISHING THE INTEREST RATE FOR RESIDENTIAL SECURITY DEPOSITS AT 0.01% FOR 2025 AND RESCINDING RESOLUTION NO. NS-30,287 WHEREAS, the City of Santa Cruz adopted Ordinance No. 97-10 on December 9, 1997 amending Chapter 21.02 of the Santa Cruz Municipal Code in order to facilitate uniform regulations throughout the County of Santa Cruz for the payment of interest on residential security deposits; and WHEREAS, Section 21.02.010 requires that the interest rate payable by landlords to tenants on residential security deposits be established from time to time by resolution based on the recommendation of the Santa Cruz County Treasurer-Tax Collector; and WHEREAS, the current rate of interest is 0.03%; and
WHEREAS, in November 2024 the County Treasurer-Tax Collector determined that the average interest rate to be charged in 2025 would be 0.01%, which was duly adopted by the Santa Cruz County Board of Supervisors on December 10, 2024.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Santa Cruz as follows: that it hereby rescinds Resolution No. NS-30,287 and establishes the interest rate for residential security deposits at 0.01% retroactive to January 1, 2025.

PASSED AND ADOPTED this 25th day of February 2025, by the following vote:

AYES:

NOES:

ABSENT:

DISQUALIFIED:

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

8.3 City Council

AGENDA REPORT
DATE: 02/05/2025
AGENDA OF: 02/25/2025
DEPARTMENT: Finance
SUBJECT: Liability Claim Filed Against the City of Santa Cruz (FN) RECOMMENDATION: Motion to return as late claim 1) Garrison Property and Casualty Insurance, based on staff recommendation.

BACKGROUND: N/A
DISCUSSION: Claim to be returned as late:

1. Claimant: Garrison Property and Casualty Insurance
Date of occurrence: 3/25/2024
Date of claim: 1/10/2025
Amount of claim: $ 10,839.44
Claimant seeks reimbursement for damages to their insured’s vehicle.

Represented by legal counsel
CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) DETERMINATION: Not applicable.

HEALTH IN ALL POLICIES (HiAP): Not applicable.

FISCAL IMPACT:

1. The recommendation in this report impacts the General Fund: No

2. This recommendation requires a budget adjustment: No

3. The recommendation creates an on-going expenditure commitment: No FISCAL IMPACT DESCRIPTION: No fiscal impact.

Prepared By:

Ross Brandon
Risk & Safety Manager
Submitted By:

Elizabeth Cabell
Finance Director
Approved By:

Matt Huffaker
City Manager
ATTACHMENTS:

None.

9.1 City Council

AGENDA REPORT
DATE: 02/06/2025
AGENDA OF: 02/25/2025
DEPARTMENT: Parks and Recreation
SUBJECT: Department of Toxic Substances Control (DTSC) Equitable Communities Revitalization Grant for Soils Investigation and Remedial Action Planning in the Lower Main Meadow, Pogonip Open Space – Third Amendment to Agreement for Environmental Consulting Services (PR)
LOCATION: District 5
RECOMMENDATION: Motion to approve and authorize the City Manager to execute an amendment to the Professional Services Agreement with Remediation Risk Management, Inc. for environmental consulting services to investigate and plan for the remediation of soil contamination in the Lower Main Meadow, Pogonip Open Space, in a form approved by the City Attorney. The Director of Parks and Recreation is authorized to execute contract amendments within the approved project budget.

BACKGROUND: In October 2018, Parks and Recreation Department staff were informed of a historic skeet shooting use which had operated in the Lower Main Meadow, Pogonip prior to the City’s purchase of the property. Upon further investigation, remnants of the skeet shooting stations, shotgun caps, and broken skeet were observed onsite. The City hired the environmental consulting firm to perform soils testing, and contamination was found. The City submitted the preliminary soils investigation report to the County Environmental Health Division for review and consultation, and then later enrolled in the County’s Voluntary Clean-up Program. Since that time, numerous soils investigations have helped delineate the extent of contamination (lead and polycyclic aromatic hydrocarbon) associated with the skeet shooting use.

In 2021, Governor Gavin Newsom signed Senate Bill (SB) 158, allocating funding to clean up and reuse contaminated properties, prioritizing funding to disadvantaged areas. The California Department of Toxic Substances Control’s (DTSC) Equitable Community Revitalization Grant Program (ECRG) is a program to help implement the legislation, providing more than $270 million encouraging the clean-up of, and reinvestment into, contaminated properties.

On June 14, 2022, the City Council authorized staff to apply for and accept grant funds from the California Department of Toxic Substances Control (DTSC) for the Equitable Community Revitalization Grant Program (ECRG) to assist with the soils investigation and hazardous materials remediation at the Lower Main Meadow, Pogonip Open Space. The application was submitted in April of 2022, and in July of 2022, the City received $317,279 to complete the soils

10.1 investigation, develop a remedial action plan, perform CEQA, develop construction drawings, and receive permits to complete the remediation. The grant funding helps create a shovel-ready project but will require additional grant funding for the actual remediation.

The City released a Request for Qualifications for Environmental Remediation and Engineering Services from September 23, 2022 to October 20, 2023. The Request for Qualifications was sent to 20 firms and advertised on the City’s purchasing website. Two firms responded, RMD Environmental Solutions, Inc. and Remediation Risk Management, Inc. (RRM). The responses were evaluated by an interdepartmental review team and RRM scored higher through the process. RRM is a local company and have experience working in the local area, including the 2008 clean-up of the Charles Derby Small Bore Range, a target practice gun range that had operated near the archery range in DeLaveaga Park.

The City entered into a Professional Services Agreement with RRM on December 13, 2022. The agreement has been amended twice to address comments received from the County of Santa Cruz Environmental Health Division. The Director of Parks and Recreation executed the agreement and two amendments because the cost of services rendered in the agreement was less than the City’s $100,000 formal purchasing threshold.

DISCUSSION: The City is nearing the completion of the site characterization and investigation report. Additional funding is necessary to address comments received from the County of Santa Cruz Environmental Health Division. With only one County staff member presently assigned to work on these types of projects, there have been delays and challenges in direction received on next steps over the course of this project. Parks and Recreation staff has included DTSC and recently, The City is driving collaboration with the County, DTSC, and RRM on necessary steps to complete the site characterization and move the project forward.

The agreement amendment includes additional funding for meetings with City, County, and DTSC staff; arsenic background evaluations; additional surface water sampling and reporting; revisions to the remediation action plan, soil management plan, and health safety plan; and construction drawings. The total cost for all the work performed under both the existing and proposed amendments is $196,182, which exceeds the formal purchasing limit and requires City Council approval.

The remediation planning will plan for recreational open space use in the lower meadows, i.e. the existing trails. This area had previously been designated for the location of the Homeless Garden Project. The City’s ECRG grant award description is for locating a farm in the area. However, the contamination has caused cost, timing, and operational challenges, making it infeasible to plan a farm at that site. The Homeless Garden Project is currently in a planning process to allow the farm to remain at their present location at 2394 Delaware Avenue. Parks and Recreation staff has kept DTSC staff up to date through this process, and will be requesting the grant award deliverables be revised from farmland to parkland. The conversion of contaminated land to parkland meets the criteria for ECRG funding. Parks and Recreation staff do not anticipate any issues with the revision.

CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) DETERMINATION: The City Council's action on this item is exempt under CEQA Guidelines Section 15306, Information Collection, in that this report is part of a study that does not involve formal approval, adoption, or funding of specific actions that would result in changes to environmental resources. The

10.2 specific actions undertaken as a result of the grant will require further evaluation and separate approval from the City Council. The requisite CEQA clearances will be included as part of future actions directing specific improvements.

HEALTH IN ALL POLICIES (HiAP): The projects aligns with Health in All policies related to environmental health and health and wellness because it removes contamination from an open space and creates a safer environment for recreation.

FISCAL IMPACT:

1. The recommendation in this report impacts the General Fund: No

2. This recommendation requires a budget adjustment: No

3. The recommendation creates an on-going expenditure commitment: No FISCAL IMPACT DESCRIPTION: There is no fiscal impact from the proposed action.

RRM’s work is funded through the ECRG Grant Award. Additional grant funding will be sought for future clean-up activities.

Prepared By:

Noah Downing
Park Planner
Submitted By:

Tony Elliot
Director of Parks and
Recreation
Approved By:

Matt Huffaker
City Manager
ATTACHMENTS:

1. THIRD AMENDMENT TO PROFESSIONAL SERVICES AGREEMENT WITH RRM.PDF

10.3 Third Amendment to Professional Services Agreement for Environmental Remediation Services February ____________, 2025 Page 1

THIRD AMENDMENT TO PROFESSIONAL SERVICES AGREEMENT
WITH REMEDIATION RISK MANAGEMENT, INC.

THIS THIRD AMENDMENT (“Third Amendment”), effective as of ___________, (“effective date”) to the PROFESSIONAL SERVICES AGREEMENT dated December 13, 2022, is made by and between the CITY OF SANTA CRUZ (“City”) and REMEDIATION RISK MANAGEMENT, INC., a California corporation (“Consultant”). City and Consultant may be referred to individually as a “Party” and collectively, as the “Parties.”

RECITALS
WHEREAS, City and Consultant have previously entered into that certain Professional Services Agreement (“Agreement”) dated December 13, 2022, incorporated herein by this reference; WHEREAS, City and Consultant previously entered into First Amendment to the Agreement on June 14, 2023, to revise Section 4, Fees and Payment, Exhibit A, Scope of Work; and Exhibit B, Fee Schedule;
WHEREAS, City and Consultant previously entered into Second Amendment to the Agreement on January 30, 2024, to revise Section 4, Fees and Payment; Exhibit A, Scope of Work; and Exhibit B, Fee Schedule;
WHEREAS, City and Consultant desire to enter into this Third Amendment to the Agreement to Revise Section 4, Fees and Payment; Section 7, Term and Schedule; Exhibit A, Scope of Work; Exhibit B, Fee Schedule, and Exhibit C, Work Schedule, or to otherwise amend the Agreement as specified herein;

AGREEMENT
NOW, THEREFORE, it is agreed between the Parties to incorporate the above Recitals hereto, and that the Agreement is hereby amended as follows:

1. Section 4, Fees and Payment, of the Agreement is hereby amended to revise the budget amount from “91,366” to “$196,182”. All other text shall remain the same. The increase in the budget amount is necessary due to adjustments in the scope of work.

2. Section 7, Term and Schedule, of the Agreement is hereby amended to revise the Agreement termination date to December 31, 2025. All other text shall remain the same.

The extended term and schedule changes are necessary due to adjustments in the scope of work.

3. Exhibit A, Scope of Work, of the Agreement is hereby amended to replace the prior Exhibit A, Scope of Work, with the amended Exhibit A, Scope of Work, which is attached hereto as Exhibit A and incorporated herein. The revised Exhibit A incorporates additional funds to be used for additional consulting expertise.

10.4 Third Amendment to Professional Services Agreement for Environmental Remediation Services February ____________, 2025 Page 2

4. Exhibit B, Fee Schedule, of the Agreement is hereby amended to replace the prior Exhibit B, Fee Schedule, with the amended Exhibit B, Fee Schedule, which is attached hereto as Exhibit B and incorporated herein. The revised Exhibit B, Fee Schedule, accounts for the additional costs associated with the changes to the scope of work.

5. Exhibit C, Work Schedule, of the Agreement is hereby amended to replace the prior Exhibit C and incorporated herein. The revised Exhibit B, Work Schedule, accounts for the extended term and work schedule associated with changes to the scope of work.

Notwithstanding these amended terms of the original Agreement by this Third Amendment, all other applicable terms and conditions of the original Agreement and attachments, and all prior amendments, shall remain in full force and effect. The terms of this Third Amendment shall control if any conflict exists.

Each party acknowledges that it has reviewed this Third Amendment 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 Third Amendment.

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

The Parties may execute this Third Amendment 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.

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

10.5 Third Amendment to Professional Services Agreement for Environmental Remediation Services February ____________, 2025 Page 3
IN WITNESS WHEREOF, the City and the Consultant have executed this Third Amendment effective as of the date first written above.

Approved As To Form:

By: _____________________________ Date: ___________
Office of the City Attorney

CONSULTANT
By: ______________________________ Date: _________________ Printed: __________________________ Title: ________________________ By: ______________________________ Date: _________________ Printed: __________________________ Title: ________________________

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

10.6 Third Amendment to Professional Services Agreement for Environmental Remediation Services February ____________, 2025 Page 4
EXHIBIT A: Revised Exhibit A, Scope of Work

10.7 Third Amendment to Professional Services Agreement for Environmental Remediation Services February ____________, 2025 Page 5

10.8 Third Amendment to Professional Services Agreement for Environmental Remediation Services February ____________, 2025 Page 6

10.9 Third Amendment to Professional Services Agreement for Environmental Remediation Services February ____________, 2025 Page 7

10.10 Third Amendment to Professional Services Agreement for Environmental Remediation Services February ____________, 2025 Page 8
EXHIBIT B: Revised Exhibit B, Fee Schedule
The Revised Exhibit B, Fee Schedule, includes the costs for all activities described in Exhibit A and shall not exceed the total project amount of $196,182. This Fee Schedule details costs related to the Original Agreement and First and Second Amendments, as well as additional costs added in the Third Amendment.

Fee Schedule for Services in the Original Agreement and First and Second Amendments

10.11 Third Amendment to Professional Services Agreement for Environmental Remediation Services February ____________, 2025 Page 9

10.12 Third Amendment to Professional Services Agreement for Environmental Remediation Services February ____________, 2025 Page 10

10.13 Third Amendment to Professional Services Agreement for Environmental Remediation Services February ____________, 2025 Page 11
Additional Services in the Third Amendment

10.14 Third Amendment to Professional Services Agreement for Environmental Remediation Services February ____________, 2025 Page 12

10.15 Third Amendment to Professional Services Agreement for Environmental Remediation Services February ____________, 2025 Page 13
EXHIBIT C: Revised Exhibit C, Work Schedule
The Work Schedule completion dates for specific tasks are as indicated under each task in Exhibit A. The term and work schedule will be completed by December 2025.

10.16 ORDINANCE NO. 2025-02
AN ORDINANCE OF THE CITY OF SANTA CRUZ AMENDING CHAPTER 16.26

TO THE SANTA CRUZ MUNICIPAL CODE RELATING TO THE ISSUANCE OF

PARKING REVENUE BONDS
BE IT ORDAINED by the City Council of the City of Santa Cruz as follows:

WHEREAS, the City of Santa Cruz (the “City”) is a charter city organized and existing under the Constitution and laws of the State of California, and as such is authorized by Article XI, Section 5 of the California Constitution to make and enforce all ordinances and regulations in respect to municipal affairs; and
WHEREAS, as an exercise of its municipal affairs powers the City Council has previously adopted its Ordinance enacting Chapter 16.26 to the Santa Cruz Municipal Code for the purpose of establishing the procedures for the issuance and sale of revenue bonds of the City for the purpose of financing improvements to the water and wastewater enterprises of the City; and WHEREAS, the City Council wishes at this time to amend and restate Chapter 16.26 to the Santa Cruz Municipal Code for the purpose of including procedures for the issuance and sale of bonds of the City which are payable from revenues of the City’s parking enterprise, in order to provide financing for parking improvements of the City; NOW, THEREFORE, BE IT ORDAINED by the City Council of the City of Santa Cruz as follows:

SECTION 1. Chapter 16.26 of the Santa Cruz Municipal Code is hereby amended and restated to read in its entirety as follows:

CHAPTER 16.26

CITY OF SANTA CRUZ

ENTERPRISE REVENUE BOND LAW

16.26.010. PURPOSE AND INTENT.

The purpose and intent of this chapter is to provide the procedures to be followed by the City with respect to the authorization, issuance and sale of bonds and other obligations for the purpose of financing the water enterprise, wastewater enterprise and parking enterprise of the City. This chapter may be cited as the City of Santa Cruz Enterprise Revenue Bond Law. The City Council hereby finds that the City’s issuance of Bonds to finance Capital Improvement Costs relating to the Water System, the Wastewater System and Parking System is a municipal affair and promotes a necessary and essential public purpose.

11.1 ORDINANCE NO. 2025-02
2 16.26.020. DEFINITIONS.

A. The following definitions apply in this chapter and shall not be construed to define the same terms found in any other section of this code. As used in this chapter, the following terms shall have the meanings set forth below.

1. “Bonds” means any bonds, notes, loans, interim certificates, debentures, installmentpurchase agreements, leases, or other obligations that are issued or incurred under this chapter and are payable from Revenues described in the Issuing Instrument.

2. “Capital Improvement” means (a) any addition, betterment, replacement, renewal, extension, equipping, or improvement of or to the Water System, the Wastewater System and the Parking System, including the acquisition of land or any interests in land, and (b) any capital costs for the extension, reinforcement, enlargement, or other improvement of a facility or property, or for the acquisition of an interest in a facility or property, that is determined by the City to be necessary or convenient in connection with use of the Water System, the Wastewater System and the Parking System.

3. “Capital Improvement Costs” means all costs and expenses the City pays or incurs in connection with planning, designing, acquiring, constructing, installing, furnishing, equipping, and financing a Capital Improvement; placing a Capital Improvement in operation; disposing of a Capital Improvement; and obtaining governmental approvals, certificates, permits, and licenses for a Capital Improvement. “Capital Improvement Costs” includes the following:
a. Reimbursement to the City for any costs and expenses that are included in this definition, are paid by the City, have not previously been reimbursed to the City, and will not be reimbursed from contributions in aid of construction. b. Costs of preliminary investigation and development, including the cost of performing or acquiring feasibility and planning studies; the cost of securing regulatory approvals; the cost of acquiring land and land rights; fees for engineering and contractor services; the costs of labor, materials, equipment, utility services, and supplies; and legal fees and financing expenses. c. Working capital and working-capital reserves in such amounts as the City determines to be appropriate.
d. Interest accruing in whole or in part on Bonds before and during construction of a Capital Improvement or any portion of a Capital Improvement, and interest accruing for such additional time as the City determines. e. Deposits from the proceeds of Bonds in any funds or accounts when the Issuing Instrument requires such deposits.

11.2 ORDINANCE NO. 2025-02
3 f. The payment of principal, purchase price, premium, and interest of any indebtedness, the proceeds of which were applied to Capital Improvement Costs.
g. Training and testing costs that are properly allocable to acquiring or constructing a Capital Improvement or placing it in operation. h. All costs of insurance that is in effect when a Capital Improvement is constructed and placed in operation.
i. Amounts due the United States of America as rebate of investment earnings on the proceeds of Bonds or as penalties in lieu of rebate. j. Amounts payable for capital costs of expanding, reinforcing, enlarging, or otherwise improving facilities the City determines to be necessary in connection with the use of a Capital Improvement, and the costs associated with the removal from service of, or reductions in service by, any facilities as a result of the expansion, reinforcement, enlargement or other improvement of such facilities or the construction of a Capital Improvement. k. Costs of issuance of any Bonds, including costs of legal, underwriting, feasibility, engineering, and other consultants; costs of City staff; costs of reserve funds; and costs of bond insurance or other credit or liquidity enhancement for the Bonds.
l. Fees and expenses relating to any lending or credit facility or agreement for a Capital Improvement or any portion of a Capital Improvement. m. Any other cost as the City Council may, in its discretion, define as a Capital Improvement Cost in the Issuing Instrument.

4. “Director of Finance” means the Director of Finance or any designee of the Director of Finance.

5. “Include” and its variants are terms of enlargement rather than of limitation, so that “includes” means “includes but not limited to,” and “including” means “including but not limited to.”

6. “Issuing Instrument” means the resolution of the City Council adopted under this chapter and any indenture, trust agreement, loan agreement, lease, installment-purchase agreement, revolving-credit agreement, credit or liquidity agreement, or other instrument or agreement under which the City issues Bonds for the Water System, the Wastewater System and the Parking System as described in this chapter.

7. “Parking System” means all revenue-producing improvements, facilities or undertakings used for or useful in the providing of public parking lots, garages or other

11.3 ORDINANCE NO. 2025-02
4 automotive or vehicular parking facilities, including any and all public off-street vehicular parking facilities in the City and all parts thereof and appurtenances thereto and lands, easements, rights in lands, contract rights and franchises appurtenant thereto.

8. “Revenues” means all income, rents, rates, fees, charges, and other moneys that the City derives from the Water System, the Wastewater System or the Parking System and that the City Council may, in its discretion, designate as “Revenues” in the Issuing Instrument. At the discretion of the City Council, the "Revenues" which are pledged to the payment of Bonds may be net of the costs of operating and maintaining the Water System, the Wastewater System or the Parking System.

9. “Water System” means the water treatment, production, storage and distribution system owned or operated by the City, including but not limited to all facilities, properties and improvements at any time owned or operated by the City for the collection, treatment and supply of water within the service area of such system, and any necessary lands, rights, entitlements and other property useful in connection therewith, together with all extensions thereof and improvements thereto hereafter acquired, constructed or installed by the City.

10. “Wastewater System” means the system owned or operated by the City for the collection, treatment, disposal or reuse of wastewater, including sewage treatment plants, intercepting and collecting sewers, outfall sewers, force mains, pumping stations, ejector stations, oxidation ponds, pipes, valves, machinery and all other appurtenances necessary, useful or convenient for the collection, treatment, purification, reclamation or disposal of sewage, and any necessary lands, rights of way and other real or personal property useful in connection therewith.

B. Terms not defined in this section shall be interpreted to give this chapter its most reasonable meaning and application, consistent with applicable state and federal law.

16.26.030. GENERAL POWERS.

The City is authorized and empowered to do the following:

A. Issue Bonds for the purposes of financing Capital Improvement Costs, refunding outstanding Bonds, and paying all costs incurred in connection with Bonds.

B. Establish the terms for financings undertaken in accordance with this chapter.

C. Employ or contract for such legal, financial advisory, underwriting, feasibility, engineering, and other consultant services the City Council determines to be necessary for the issuance and sale of Bonds.

D. Do all things necessary or convenient to carry out the purposes of this chapter.

11.4 ORDINANCE NO. 2025-02
5 16.26.040. AUTHORIZATION AND TERMS OF BONDS.

The City Council may adopt a resolution authorizing the issuance of Bonds in accordance with this chapter. Every issue of Bonds shall be payable from Revenues of the Water System, the Wastewater System or the Parking System for which Capital Improvement Costs are being financed. The resolution that authorizes the issuance of Bonds and the Issuing Instrument may prescribe any or all of the following for the Bonds:

1. The form of the Bonds, which may be issued as serial bonds, term bonds, or installment bonds, or any combination thereof.

2. The date or dates to be borne by the Bonds.

3. The date or dates of maturity of the Bonds.

4. The interest to be borne by the Bonds, which may be taxable or tax-exempt, fixed or variable, and which may be paid on a current-interest-rate basis, a capital-appreciation basis or any combination thereof.

5. The date or dates that interest on the Bonds will be payable.

6. The denominations, form, and registration privileges of the Bonds.

7. The manner of execution of the Bonds.

8. The place or places the Bonds are payable.

9. The terms of redemption of the Bonds.

10. Any other terms and conditions as the City may deem necessary or advisable.

Notwithstanding the foregoing provisions of this Section, at the discretion of the City Council, any Bonds issued under this chapter may be secured or evidenced by an Issuing Instrument in the form of an indenture or a trust agreement between the City and a corporate trustee or trustees, which may be any trust company or bank having the powers of a trust company. An Issuing Instrument may contain any lawful provisions the City Council determines to be reasonable and proper.

16.26.050. BOND INSURANCE.

The Director of Finance may obtain bond insurance or other credit enhancement or liquidity support for the Bonds and may approve the entering into by the City of any credit agreement, reimbursement agreement, standby bond-purchase agreement, or similar agreement with any person or entity. Such an agreement must contain the terms of the credit, reimbursement, liquidity support, interest rate, and security, and any other terms the Director of Finance deems necessary or appropriate.

16.26.060. PERSONAL LIABILITY.

Neither the members of the City Council; nor the City’s officers, employees, and agents; nor any person executing Bonds will be liable personally on the Bonds or be subject to any personal liability or accountability by reason of the issuance of the Bonds.

11.5 ORDINANCE NO. 2025-02
6 16.26.070. REFUNDING BONDS.

The City Council may issue Bonds to refund outstanding Bonds. Such a refunding includes payment of the principal, purchase price, interest, and redemption premiums, if any, of the outstanding Bonds. At the discretion of the City Council, based on the Director of Finance’s recommendation, the proceeds of Bonds issued to refund outstanding Bonds may be applied to the retirement of the outstanding Bonds at maturity or to the redemption (on any redemption date) or purchase of the outstanding Bonds before maturity, upon such terms as the City Council determines to be appropriate.

16.26.080. SALE OF THE BONDS.

The Bonds may be sold at either a public or private sale, on either a negotiated or competitive basis, and at a price which is at, above, or below the par value of the Bonds. The manner of sale of the Bonds shall be designated in the resolution of the City Council authorizing the issuance of the Bonds.

16.26.090. LIBERAL CONSTRUCTION.

This chapter, being necessary for the health, welfare, and safety of the City and its residents, is to be liberally construed to carry out its purposes.

16.26.100. COMPLETE, ADDITIONAL, AND ALTERNATIVE METHOD.

This chapter provides a complete, additional, and alternative method for doing the things authorized and is to be regarded as supplemental and additional to the powers conferred by other laws.

16.26.110. VALIDITY OF BONDS.

The validity of any Bonds does not depend on, and is not affected in any way by, any proceedings taken by the City for acquisition, construction, or completion of any properties or projects for which the Bonds are issued or any agreements made in connection with the acquisition, construction, or operation of those properties. The Bonds shall be incontestable and by their issuance and delivery shall conclusively establish the due performance of all conditions precedent to their issue.

16.26.120. AMENDMENT OF CHAPTER.

This chapter may not be amended to have a material, adverse effect upon the rights of the holders of any outstanding Bonds without the written consent of the Bond holders, except as follows: this chapter may be amended at any time if the amendment is needed to cure an ambiguity or to correct or supplement a defective provision; if the City Council finds that the amendment will not materially impair or adversely affect the City’s interests or the interests of any Bond holder; or if the amendment will apply solely to Bonds issued after its effective date.

11.6 ORDINANCE NO. 2025-02
7 16.26.130. CHAPTER CONTROLLING.

To the extent this chapter is inconsistent with any general statute or special act, this chapter shall be controlling.

16.26.140. SEVERABILITY.

If any section, subsection, sentence, clause, phrase or word of this chapter is for any reason held to be invalid and/or unconstitutional by a court of competent jurisdiction, such decision shall not affect the validity of the remaining portions of this chapter.” SECTION 2. This Ordinance shall become effective on the 30th day following the date of its passage and adoption.

SECTION 3. This Ordinance shall be published in accordance with the requirements of Section 613 of the City Charter.

PASSED FOR PUBLICATION this 11th day of February 2025, by the following vote:

AYES: Councilmembers Trigueiro, Brunner, Newsome, Golder, O’Hara; Vice Mayor Kalantari-Johnson; Mayor Keeley.

NOES: None.

ABSENT: None.

DISQUALIFIED: None.

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

11.7 ORDINANCE NO. 2025-02
8 PASSED FOR FINAL ADOPTION this 25th day of February 2025 by the following vote:

AYES:

NOES:

ABSENT:

DISQUALIFIED:

APPROVED: ______________________________
Fred Keeley, Mayor
ATTEST: _________________________________
Bonnie Bush, City Clerk Administrator
This is to certify that the above and
foregoing document is the original
of Ordinance No. 2025-02 and that
it has been published or posted in
accordance with the Charter of the
City of Santa Cruz.
________________________________
Bonnie Bush, City Clerk Administrator

11.8 Proof of Publication
(2015 C.C.P.)
I, the undersigned, declare:

That I caused the attached legal notice/advertisement to be published in the Santa Cruz Good Times, a weekly newspaper published and circulated in the County of Santa Cruz, and adjudged a newspaper of general circulation by the Superior Court of California in and for the County of Santa Cruz, under Proceeding No. 68833; and that the legal notice/advertisement was published in the above-named newspaper on the following date(s), to wit:

February 19, 2025
I declare under penalty of perjury that the foregoing is true and correct to the best of my knowledge.

This 19th day of February, 2025, Santa Cruz, California ____________________________
Julia Wood
Deputy City Clerk Administrator

11.9 DECLARATION OF POSTING

STATE OF CALIFORNIA )
) SS.

COUNTY OF SANTA CRUZ )
On the 18th day of February, 2025, I posted conspicuously in three public places within the City of Santa Cruz, Ordinance No. 2025-02, to wit:

1. City Hall: 809 Center Street: Bulletin Board outside Room 9/10

2. City Hall: Bulletin Board outside Council Chambers

3. The City of Santa Cruz website
The document, posted in its entirety, consists of pages 1—8.

I declare under penalty of perjury that the foregoing is true and correct. Executed this 18th day of February, 2025, in Santa Cruz, California.
_______________________________
Julia Wood
Deputy City Clerk Administrator

11.10 ORDINANCE NO. 2025-03

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SANTA CRUZ AMENDING SANTA CRUZ MUNICIPAL CODE CHAPTER 9.36 (“NOISE”) AND CHAPTER 9.40 (“SOUND AMPLIFYING EQUIPMENT”) AND ADDING OBJECTIVE STANDARDS TO

BOTH CHAPTERS
WHEREAS, the City Council for the City of Santa Cruz finds that unreasonably loud noise in commercial areas is a major issue in the City impacting the public’s health, use, and enjoyment of both public and private spaces; and
WHEREAS, the City Council desires to set more objective standards related to unreasonable loud noise, similar to the objective standard contained in California Vehicle Code § 27007, which provides, in relevant part that, “[n]o driver of a vehicle shall operate . . . any sound amplification system which can be heard outside the vehicle from 50 or more feet when the vehicle is being operated”; and
WHEREAS, the City Council desires to set objective standards to create a community understanding about unreasonably loud noise and to foster an environment of mutual respect, while at the same time promoting self-expression; and
WHEREAS, these amendments to Chapters 9.36 and 9.40 establish objective standards as to when certain noises should be presumed to be unreasonably loud, in violation of Santa Cruz Municipal Code sections 9.36.020 and 9.40.010.

BE IT ORDAINED by the City Council of the City of Santa Cruz as follows:

SECTION 1. City Council Intent.

The City Council desires to set more objective standards related to unreasonable loud noise, similar to the objective standard contained in California Vehicle Code § 27007, which provides, in relevant part that, “[n]o driver of a vehicle shall operate . . . any sound amplification system which can be heard outside the vehicle from 50 or more feet when the vehicle is being operated”.

12.1 ORDINANCE NO. 2025-03
2 These amendments to Chapters 9.36 and 9.40 establish objective standards as to when certain noises should be presumed to be unreasonably loud, in violation of Santa Cruz Municipal Code sections 9.36.020 and 9.40.010.

With these amendments, the Council intends for enforcement officers who observe violations of Section 9.36.020 and 9.40.010 to be able to cite for those violations without necessarily requiring a victim’s signature, similar to when enforcement officers witness other violations of law, such as running a stop sign or smoking on Pacific Avenue.

SECTION 2. Santa Cruz Municipal Code section 9.36.020, within Chapter 9.36 “Noise”, is hereby amended to read as follows:
“9.36.020 UNREASONABLY DISTURBING NOISES.

A. No person shall make, suffer or permit to be made any noises or sounds which are unreasonably loud, raucous, jarring or disturbing to people of ordinary sensitiveness.

B. The factors to be considered in determining whether to issue a citation for a violation and whether a violation of this section has occurred shall include, but not be limited to, the following:

1. The volume and intensity of the noise, music, or related sound;

2. The duration, continuousness or repetitive nature of the noise, music, or related sound;

3. Whether the origin of the noise, music, or related sound is natural or unnatural to the area in which it occurs;

4. The volume and intensity of the ambient or background noise or sound, if any;

5. The proximity of the noise, music, or related sound to residential sleeping facilities or to overnight accommodations, such as hotels and motels;

6. The proximity to offices, places of business or other areas where work is known to be carried on, of the noise, music, or related sound;

7. The nature and zoning of the area within which the noise, music, or related sound emanates;

8. The time of day or night the noise, music, or related sound occurs and the relationship of this time to the normal activities of the area in which it occurs and in relation to the other factors listed in this subsection; and

12.2 ORDINANCE NO. 2025-03
3 9. Whether the noise, music, or related sound is produced by a commercial or a noncommercial activity.

C. If the noise producing source is on public property in a commercial zone (as defined below), amplified noise and/or repetitive banging or percussive noises that can be heard 75 or more feet from the noise-producing source are presumptively unreasonably loud or disturbing as prohibited by this section. This presumption, however, shall not apply to permitted amplification or percussion used in special events or performances permitted by the City under a different part of the Municipal Code (e.g., Public Gathering and Expression Events (Chapter

10.65) and Major Public Special Events (Chapter 10.64)).

1. Within this section and SCMC § 9.40.010(B)(3), the term “commercial zone” means one of the following places: (i) the area within the boundaries of the Downtown Plan Area, as currently adopted or as amended; or (ii) the area along or within 75 feet of any point of Soquel Ave. within the City of Santa Cruz; or (iii) the area along or within 75 feet of any point on Mission St./Highway 1 within the City of Santa Cruz.” SECTION 3. Santa Cruz Municipal Code section 9.40.010, within Chapter 9.40 “Sound Amplifying Equipment”, is hereby amended to read as follows:
“9.40.010 RESTRICTIONS ON USE OF SOUND AMPLIFYING EQUIPMENT AND SOUND TRUCKS.

A. No person shall use or cause to be used any sound amplifying device or equipment at any place in the city, whether on public property or private property, except in accordance with subsection B.

B. Sound amplifying equipment and sound trucks:

1. Shall only be used to produce music or human speech, or both;

2. Shall not be emitted near hospitals, churches, schools, courthouses or city facilities in a manner that unreasonably disrupts, obstructs, impairs or interferes with the normal use and operation of such facilities for their intended purposes;

3. Shall be operated at a volume of sound that is not be unreasonably loud, raucous, jarring, disturbing or a nuisance to reasonable persons of normal sensitiveness within the range of audibility, considering the factors set forth in Section 9.36.020(B). If the noise producing source is on public property in a commercial zone (as defined by SCMC § 9.36.020(C)(1)), amplified noise that can be heard 75 or more feet from the noise-producing source is presumptively unreasonably loud or disturbing as prohibited by this subsection. This presumption, however, shall not apply to permitted amplification used in special events or performances permitted by the City under a

12.3 ORDINANCE NO. 2025-03
4 different part of the Municipal Code (e.g., Public Gathering and Expression Events (Chapter 10.65), Major Public Special Events (Chapter 10.64));

4. Shall be operated in a manner that directs sound, to the extent feasible, toward open unoccupied space and away from residential and business uses; and

5. Shall not be used between the hours of 10:00 p.m. and 8:00 a.m.” SECTION 4. Environmental Review. The Council finds that approval of this ordinance is not a “project” under the California Environmental Quality Act (CEQA). An activity undertaken, supported, or authorized by a public agency is a “project” subject to CEQA only if it “may cause either a direct physical change in the environment, or a reasonably foreseeable indirect physical change in the environment.” (Pub. Resources Code, § 21065.) Approval of this ordinance is not a “project” under CEQA because it does not have the potential to cause physical change in the environment directly or indirectly.

In the alternative, if this ordinance is considered a “project” under CEQA, the “common sense” exemption applies because it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment.” (14 Cal Code Regs 15061(b)(3).) Furthermore, the following exemptions are applicable:
• Class 7 Categorical Exemption because the Council action is intended “to assure the maintenance, restoration, or enhancement of a natural resource.” (Cal. Code Regs., tit. 14, § 15307.)
• Class 8 Categorical Exemption because the Council action is intended “to assure the maintenance, restoration, enhancement, or protection of the environment.” (Cal. Code Regs., tit. 14, § 15308.)
The project does not include construction activities or relaxation of standards allowing environmental degradation as prohibited by these exceptions.

SECTION 5. This ordinance shall take effect and be in force thirty (30) days after final adoption.

PASSED FOR PUBLICATION this 11th day of February, 2025, by the following vote:

AYES: Councilmembers Brunner, Newsome, Golder, O’Hara; Vice Mayor Kalantari-Johnson; Mayor Keeley.

NOES: Councilmember Trigueiro.

ABSENT: None.

12.4 ORDINANCE NO. 2025-03
5 DISQUALIFIED: None.

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

12.5 ORDINANCE NO. 2025-03
6 PASSED FOR FINAL ADOPTION this 25th day of February, 2025, by the following vote:

AYES:

NOES:

ABSENT:

DISQUALIFIED:

APPROVED: ______________________________
Fred Keeley, Mayor
ATTEST: _________________________________
Bonnie Bush, City Clerk Administrator
This is to certify that the above and
foregoing document is the original
of Ordinance No. 2025-03 and that
it has been published or posted in
accordance with the Charter of the
City of Santa Cruz.
________________________________
Bonnie Bush, City Clerk Administrator

12.6 Proof of Publication
(2015 C.C.P.)
I, the undersigned, declare:

February 19, 2025
I declare under penalty of perjury that the foregoing is true and correct to the best of my knowledge.

This 19th day of February, 2025, Santa Cruz, California ____________________________
Julia Wood
Deputy City Clerk Administrator

12.7 DECLARATION OF POSTING

STATE OF CALIFORNIA )
) SS.

COUNTY OF SANTA CRUZ )
On the 18th day of February, 2025, I posted conspicuously in three public places within the City of Santa Cruz, Ordinance No. 2025-03, to wit:

1. City Hall: 809 Center Street: Bulletin Board outside Room 9/10

2. City Hall: Bulletin Board outside Council Chambers

3. The City of Santa Cruz website
The document, posted in its entirety, consists of pages 1—5.

12.8 Brittany Inclan
From: Intelligent Tiger <[email protected]>
Sent: Friday, February 21, 2025 4:57 PM
To: City Council
Subject: Curtis Reilford-Noice Ordinaces/ Inquiry 2024-2025 Dear Mayor Fred Keeley, Vice Mayor Shebreh KalantariJohnson, CouncilmemberGabrielaTrigueiro, Councilmember Sonja Brunner, Councilmember Scott
Newsome, Councilmember Susie O'Hara,Councilmember
Renee Golder:

Dear Madams and Sirs,
I am writing to inquire about the recent grievance against Curtis Reilford, supposedly for violating a recent noise ordinance. Many of us support Curtis's artistic, positive and highly peaceful messages and his music.

However, if you would request certain parameters-for example decibels, hours, etc permits, etc, please let me and the many supporters of Curtis know. We number in the hundreds, if not thousands- of people who support Curtis in his philanthropic and his expressive positive messages.

We are also wondering about the many Street Musicians, as well as the outdoor Cooper House concerts which are
extremely loud, not to mention the numerous electric bikes that have loud music blaring from their speakers as they shuttle people around town.

Curtis is supported and loved for his peaceful message and his philanthropic endeavors and actions - he delivered
multiple truck loads of donations to the victims of Hurricane Katrina after a devastating hurricane and made multiple trips to donate severely needed items to the poor. Lately he has been assisting Native American communities. Please clarify

12.9 and explain your issues with Curtis so that his many supporters can assist him in continuing his work. If it is a matter of decibels and hours, please reply in writing specifically what those are.

Thank you,
Catita Catarina Havey and many other individuals.

12.10 City Council

AGENDA REPORT
DATE: 02/06/2025
AGENDA OF: 02/25/2025
DEPARTMENT: City Manager
SUBJECT: Minor Modifications to the Previously-Adopted Amendments to Chapter

18.15 of the Municipal Code Requiring Additional Energy Standards for Alterations and Additions to Existing Single Family Homes (CM/PL) LOCATION: Citywide
RECOMMENDATION: Motion to introduce for publication an ordinance making minor changes to the previously adopted Municipal Code Chapter 18.15 which adopted local amendments to Title 24, Part 6 of the California Code of Regulations (California Energy Code).

Council finds the amendments are consistent with the Negative Declaration approved for the City of Santa Cruz 2030 Climate Action Plan adopted by City Council on September 13, 2022.

The ordinance is also exempt from CEQA under the general rule, 15061(b)(3) and per CEQA Guidelines Section 15308, Class 8, Actions by Regulatory Agencies for Protection of Natural Resources.

BACKGROUND: On December 10, 2025, City Council adopted an energy reach code that requires additional energy standards for renovations to existing single-family homes. The intent of the adopted ordinance is to provide property owners with a range of energy efficiency measure options when undertaking alterations and additions that will also meet goals to reduce greenhouse gas emissions associated with fossil fuel use citywide.

The City Council agenda report from the first reading of the energy reach code ordinance on November 19, 2024 provides details on the ordinance development process, rationale, specific requirements and community outreach and feedback, which supported the adoption of the ordinance.

Adopted Energy Reach Code Agenda Report: https://bit.ly/SFH_energy_reach_11-19-24 DISCUSSION: The supplemental ordinance makes minor modifications to the energy reach code adopted by City Council at a second reading on December 10, 2025 which requires additional energy standards for renovations to existing single-family homes. Upon preparing the adopted energy reach code documentation for submission to the California Energy Commission for approval, staff discovered two minor errors in the adopted ordinance as specified in the Attachments: proposed supplemental ordinance (redline and clean). The supplemental ordinance does not change the technical mechanics of the adopted reach code in any way. Rather, it

13.1 corrects the mislabeling of two measure identification numbers and the omission of one energy measure specification from one table in the ordinance. All supporting documentation remains the same.

CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) DETERMINATION: The municipal code amendments – both the adopted ordinance and the proposed supplemental ordinance - are consistent with the Negative Declaration approved for the CAP 2030 adopted by City Council on September 13, 2022. Therefore, no further environmental review under the California Environmental Quality Act (CEQA) is required. Both ordinances are also exempt from CEQA under the general rule, 15061(b)(3), because it can be seen with certainty that the provisions contained herein would not have the potential for causing a significant effect on the environment. Rather, the rules are expected to have a positive effect on the environment by resulting in cleaner energy use and a reduction in greenhouse gas emissions. Further, both ordinances are exempt per CEQA Guidelines Section 15308, Class 8, Actions by Regulatory Agencies for Protection of Natural Resources, since the proposed ordinance would institute regulatory requirements intended to protect the environment and natural resources.

HEALTH IN ALL POLICIES (HiAP): HiAP is a collaborative approach to improving the community well-being of the City’s residents by prioritizing public health, sustainability and equity into decision-making across sectors and policy areas. The goal of HiAP is to ensure that all decision-makers are informed about the health, equity, and sustainability impacts of various policy options during the policy development process so that they have holistic information upon which to make decisions. The municipal code amendments support the pillars of equity and public health by advancing efforts to ensure existing buildings are safe and healthy while remaining cost effective. The amendments support sustainability by reducing greenhouse gas emissions (projected to be a reduction of approximately 315 metric tons of carbon dioxide equivalent per year) and fossil fuel dependence citywide consistent with the CAP 2030.

Therefore, the proposed code amendments are considered consistent with the three pillars of HiAP.

FISCAL IMPACT:

1. The recommendation in this report impacts the General Fund: No

2. This recommendation requires a budget adjustment: No

3. The recommendation creates an on-going expenditure commitment: No FISCAL IMPACT DESCRIPTION: There is no impact to the General Fund by adoption of this supplemental ordinance that modifies the Previously-Adopted Municipal Code Chapter

18.15. Prepared By:

Tiffany Wise-West
Sustainability and Resiliency
Officer
Submitted By:

Michelle Templeton
Assistant City Manager
Approved By:

Matt Huffaker
City Manager
ATTACHMENTS:

1. SUPPLEMENTAL ORDINANCE MODIFYING PREVIOUSLY-ADOPTED MUNICIPAL CODE CHAPTER 18.15 - REDLINE.DOCX

2. SUPPLEMENTAL ORDINANCE MODIFYING PREVIOUSLY-ADOPTED MUNICIPAL CODE CHAPTER 18.15 - CLEAN.DOCX

13.2 ORDINANCE NO. 2024-

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SANTA CRUZ AMENDING SECTION 18.050.040 “ENERGY CODE – MODIFICATIONS” OF CHAPTER 18.15 “ENERGY CODE” OF THE CITY OF SANTA CRUZ MUNICIPAL CODE
BE IT ORDAINED By the City of Santa Cruz as follows:

Section 1. Table 150.0-J of Section 18.15.040 of Chapter 18.04 of the Santa Cruz Municipal Code is hereby amended to read as follows:
“Table 150.0-J: Measure Specifications
ID Measure Specification
General Measures
E1 Water Heating Package: Add exterior insulation meeting a minimum of R-6 to existing storage water heaters. Insulate all accessible hot water pipes with pipe insulation a minimum of ¾ inch thick. This includes insulating the supply pipe leaving the water heater, piping to faucets underneath sinks, and accessible pipes in attic spaces or crawlspaces. Upgrade fittings in sinks and showers to meet current California Green Building Standards Code (Title 24, Part 11) Section 4.303 water efficiency requirements.

Water heaters 20 gallons or less, or water heaters that are not able to add exterior insulation may not take credit for this measure.

Exception 1: Water heater blanket is not required on water heaters less than 20 gallons.

Exception 2: Water heater blanket not required if application of a water heater blanket voids the warranty on the water heater.

Exception 3: Upgraded fixtures are not required if existing fixtures have rated or measured flow rates of no more than ten percent greater than 2022 California Green Building Standards Code (Title 24, Part 11) Section 4.303 water efficiency requirements.

Exception 4: Water heaters with factory installed insulation of R-24 or greater E2 Induction Cooktop: Replace existing gas and electric resistance stove top with inductive stove top and cap the gas line.Heat Pump Space Heater: Replace all existing gas and electric resistance space heating systems with an electric-only heat pump system.

E3 Induction Cooktop: Replace existing gas and electric resistance stove top with inductive stove top and cap the gas line.Heat Pump Clothes Dryer: Replace existing electric resistance clothes dryer with heat pump dryer with no resistance element and cap gas line.

E4 Air Sealing: Seal all accessible cracks, holes, and gaps in the building envelope at walls, floors, and ceilings. Pay special attention to penetrations including plumbing, electrical, and mechanical vents, recessed can light luminaires, and windows. Weather-strip doors if not already present.

Verification shall be conducted by a certified HERS Rater that either: a) shows at least a 30 percent reduction from pre-retrofit conditions; or b) shows that the number of air changes per hour at 50 Pascals pressure difference (ACH50) does not exceed ten for Pre-1978 vintage buildings, seven for 1978 to 1991 vintage buildings and five for 1992-2010 vintage buildings.

13.3 Compliance can also be demonstrated with blower door testing conducted by a certified HERS Rater no more than three years prior to the permit application date showing compliance with condition (a) or (b).

If combustion appliances are located within the pressure boundary of the building, conduct a combustion safety test by a professional certified by the Building Performance Institute in accordance with the ANSI/BPI-1200-S-2017 Standard Practice for Basic Analysis of Buildings, the Whole House Combustion Appliance Safety Test Procedure for the Comfortable Home Rebates Program 2020 or the California Community Services and Development Combustion Appliance Safety Testing Protocol.

Reducing the air leakage of a building can reduce the building’s drying potential. When improving the air sealing of a building, consider if there is a need to add continuous ventilation to the building (if not already present).

E5 Duct Sealing: Air seal all space conditioning ductwork to meet the requirements of the 2022 Title 24 Section 150.2(b)1E. The duct system must be tested by a HERS Rater no more than three years prior to the alteration or addition permit application date to verify the duct sealing and confirm that the requirements have been met. This measure may not be combined with the New Ducts and Duct Sealing measure in this Table. Dwelling units without ductwork or where the ducts are in conditioned space may not take credit for this measure.

E6 R-49 Attic Insulation: Attic insulation shall be installed to achieve a weighted assembly Ufactor of 0.020 or insulation installed at the ceiling level shall have a thermal resistance of R-49 or greater for the insulation alone. Recessed downlight luminaires in the ceiling shall be covered with insulation to the same depth as the rest of the ceiling. Luminaires not rated for insulation contact must be replaced or fitted with a fire-proof cover that allows for insulation to be installed directly over the cover.

Exception: In buildings where existing R-30 is present and existing recessed downlight luminaires are not rated for insulation contact, insulation is not required to be installed over the luminaires.

E7 Windows: Replace at least 50% of existing windows with high performance windows with an area-weighted average U-factor no greater than 0.30.

E8 R-13 Wall Insulation: Install wall insulation in all exterior walls to achieve a weighted U-factor of 0.102 or install wall insulation in all exterior wall cavities that shall result in an installed thermal resistance of R-13 or greater for the insulation alone.

E9 New Ducts + Duct Sealing: Replace existing space conditioning ductwork with new R-8 ducts that meet the requirements of 2022 Title 24 Section 150.0(m)11. This measure may not be combined with the Duct Sealing measure in this Table. To qualify, a preexisting measure must have been installed no more than three years before the alteration or addition permit application date.

E10 R-19 Floor Insulation: Raised-floors shall be insulated such that the floor assembly has an assembly U-factor equal to or less than U-0.037, or shall be insulated between wood framing with insulation having an R-value equal to or greater than R-19. This measure cannot be combined with measure R-30 Floor insulation.

E11 R-30 Floor Insulation: Raised-floors shall be insulated such that the floor assembly has an assembly U-factor equal to or less than U-0.028, or shall be insulated between wood framing with insulation having an R-value equal to or greater than R-30. This measure cannot be combined with measure R-19 Floor insulation.

E12 Heat Pump Water Heater (HPWH): Replace existing electric resistance or natural gas storage water heater with a heat pump water heater.

13.4 E13 PV and Electric Ready Pre-Wire: Install a solar PV system that meets the requirements of 2022 Title 24 Section 150.1(c)14.

In addition to the solar PV system, comply with the water heating system electric readiness requirements per Section 150.0(w)4and the heat pump space heaters requirements per Section 150.0(t) and one of the following:

A. Energy Storage Systems (ESS) Ready, as specified in Section 150.0(s), or B. EV Charger Ready as specified in the California Green Building Code, Title 24, Part 11, Section A4.106.8.1, which otherwise applies to new construction.

Exception 1: In buildings where the designated space requirement specified in Section 150.0(n)1 can be demonstrated to the building official as infeasible, the electric readiness components per Section 150.0(n)1 are not required.

E14 Heat Pump Space Heater: Replace all existing gas and electric resistance space heating systems with an electric-only heat pump system
Mandatory Measures
M1 Utility Room, Kitchen & Laundry-Related Electric Ready Pre-Wire: Where the project includes a kitchen remodel, comply with the electric cooktop ready requirement, as specified in Section 150.0(u). Where the project includes a laundry room remodel, comply with the electric clothes dryer ready requirement, as specified in Section 150.0(v). Where the project includes a utility room remodel, comply with the water heating system electric readiness requirements per Section 150.0(w)4and the heat pump space heater electric readiness requirements per Section 150.0(t):

Exception 1: If an electrical permit is not otherwise required for the project other than compliance with this measure.

Exception 2: If a utility service upgrade is not otherwise required for the project other than compliance with this measure.

Exception 3: In buildings where the designated space requirement specified in Section 150.0(w)4can be demonstrated to the building official as infeasible, the electric readiness components per Section 150.0(w)4are not required.

M2 Panel-Related Electric Ready Pre-Wire: Where the project includes a new electrical panel and electrical service upgrade to 200A or more, comply with the water heating systems electric readiness requirements per Section 150.0(w)4 and the heat pump space heater electric readiness requirements per Section 150.0(t).

Exception 1: In buildings where the designated space requirement specified in Section (150.0(w)4can be demonstrated to the building official as infeasible, the electric readiness components per Section 150.0(w)4 are not required.

Section 3. This ordinance shall take effect and be in full force thirty (30) days after final adoption.

PASSED FOR PUBLICATION this ___ day of ___________, 2025, by the following vote:

AYES:

NOES:

ABSENT:

DISQUALIFIED:

13.5 APPROVED: __________________________
Fred Keeley, Mayor
ATTEST: ___________________________
City Clerk Administrator
PASSED FOR FINAL ADOPTION this 10th day of December 2024 by the following vote:

AYES:

NOES:

ABSENT:

DISQUALIFIED:

APPROVED: ___________________________
Fred Keeley, Mayor
ATTEST: ___________________________
Bonnie Bush, City Clerk Administrator
This is to certify that the above
and foregoing document is the
original of Ordinance No. 2024-XX
and that it has been published or
posted in accordance with the
Charter of the City of Santa Cruz.
___________________________
City Clerk Administrator

13.6 ORDINANCE NO. 2024-

Water heaters 20 gallons or less, or water heaters that are not able to add exterior insulation may not take credit for this measure.

Exception 1: Water heater blanket is not required on water heaters less than 20 gallons.

Exception 2: Water heater blanket not required if application of a water heater blanket voids the warranty on the water heater.

E3 Heat Pump Clothes Dryer: Replace existing electric resistance clothes dryer with heat pump dryer with no resistance element and cap gas line.

Compliance can also be demonstrated with blower door testing conducted by a certified HERS

13.7 Rater no more than three years prior to the permit application date showing compliance with condition (a) or (b).

Exception: In buildings where existing R-30 is present and existing recessed downlight luminaires are not rated for insulation contact, insulation is not required to be installed over the luminaires.

E7 Windows: Replace at least 50% of existing windows with high performance windows with an area-weighted average U-factor no greater than 0.30.

E12 Heat Pump Water Heater (HPWH): Replace existing electric resistance or natural gas storage water heater with a heat pump water heater.

13.8 E13 PV and Electric Ready Pre-Wire: Install a solar PV system that meets the requirements of 2022 Title 24 Section 150.1(c)14.

Exception 1: If an electrical permit is not otherwise required for the project other than compliance with this measure.

Exception 2: If a utility service upgrade is not otherwise required for the project other than compliance with this measure.

Section 3. This ordinance shall take effect and be in full force thirty (30) days after final adoption.

PASSED FOR PUBLICATION this ___ day of ___________, 2025, by the following vote:

AYES:

NOES:

ABSENT:

DISQUALIFIED:

13.9 APPROVED: __________________________
Fred Keeley, Mayor
ATTEST: ___________________________
City Clerk Administrator
PASSED FOR FINAL ADOPTION this 10th day of December 2024 by the following vote:

AYES:

NOES:

ABSENT:

DISQUALIFIED:

13.10 City Council

AGENDA REPORT
DATE: 02/20/2025
AGENDA OF: 02/25/2025
DEPARTMENT: Fire/Police
SUBJECT: Public Safety Impact Fee Nexus Study and Proposed Fees Update (FD/PD) LOCATION: Citywide
RECOMMENDATION: This item is continued to the March 11th Council meeting and will not be discussed on February 25th.

14.1 City Council

AGENDA REPORT
DATE: 02/10/2025
AGENDA OF: 02/25/2025
DEPARTMENT: Planning and Community Development
SUBJECT: Childcare Impact Fee Updates (PL)
LOCATION: Citywide
RECOMMENDATION: Motion to:
1) Introduce for publication an ordinance amending City of Santa Cruz Municipal Code Chapter

18.48 “Childcare Impact Fees,” modifying Section 18.48.050 Exemptions; and 2) Adopt a resolution updating the Childcare Impact Fees for residential and non-residential development and rescinding Resolution No. NS-29,812.

BACKGROUND: The City Council established Childcare Impact Fees (CIF), as defined in Santa Cruz Municipal Code (SCMC) Chapter 18.48, on April 27, 2021, and the fees were effective June 26, 2021. On December 13, 2022, the City Council directed staff to use CIF funds to support pre-development and development costs for the childcare facility planned within the Downtown Library and Affordable Housing Project at Lot 4 at the northeast corner of Cedar and Cathcart Streets. Construction on this project is anticipated to begin around May 2025, with CIF funds expended by Fiscal Year 2026. The exact amount of CIF funding allocated to the childcare facility will be determined in a future report to the Council. Following that allocation, remaining CIF funds will be used for preparing a childcare facility assessment. More recently, on December 10, 2024, the City Council directed staff to return with proposed amendments to the CIF exemptions.

DISCUSSION: Staff recommend the following ordinance amendments pertaining to the existing Childcare Impact Fees (CIF), in accordance with Council direction. The redlined version of Santa Cruz Municipal Code Section 18.48.050, a clean version of the proposed ordinance, and the updated fee resolution are attached. The updated resolution was required because the original resolution, NS-29,812, encompassed fee schedules for both Public Safety Impact Fees and CIF.

The revised schedule will be incorporated into this CIF Resolution, which will exclusively address CIF Fees. Government Code Section 66016(a) requires at least one open and public meeting before increasing an existing fee or service charge. The City Council discussed these amendments at its meeting on December 10, 2024, and no additional public comment was received.

15.1 Amendment #1: Adding an exemption for housing units constructed and operated by a Santa Cruz County school district to provide living accommodations for its employees.

At the City Council's direction, staff has prepared a code amendment exempting school district housing projects from the CIF. This exemption is proposed in consideration ofthe school district's current Swift Street housing project and the significant childcare services that public school districts provide, likely exceeding those of all other childcare entities in the City combined.

Amendment #2: Adding an exemption for accessory dwelling units and junior accessory dwelling units of less than 750 square feet.

State law (Government Code § 65852.2(f)) prohibits cities from applying impact fees on accessory dwelling units (ADUs) smaller than 750 square feet. The proposed exemption would apply only to ADUs smaller than 750 square feet, and the CIF would apply to ADUs of 750 square feet or larger. Junior ADUs, which are capped at 500 square feet and involve the conversion of existing space rather than new construction, will continue to be exempt from the CIF.

Amendment #3: Amending the current exemption for affordable housing projects such that it applies when childcare facilities are incorporated into the proposed projects. Affordable housing projects without childcare facilities are eligible for a 50% reduction in fees.

While new 100% affordable housing developments increase demand for childcare services, they are currently exempt from contributing impact fees that support these essential community resources. In recognition of the desire to limit cost increases to 100% affordable projects while also acknowledging the increased demand for childcare services, staff recommends removing the current exemption in favor of charging fifty percent (50%) of the CIF. However, to incentivize inclusion of childcare uses in new projects, if a 100% affordable housing project includes childcare facilities, it is recommended that the project be fully exempted from the CIF. However, if a space designated for a childcare facility remains unoccupied by a childcare facility for three years following building occupancy, then 50% of the originally assessed fee will become due.

The City received points on its California Department of Housing and Community Development Prohousing scorecard for the fact that the City reduced impact fees for 100% affordable projects, which serves as a reason to retain a reduction and as a reminder about the role that fees play in all housing production, including affordable housing.

The Council may choose to adjust the CIF that is applicable to 100% affordable projects to any level between zero and 100%, though for the reasons stated above, staff recommends retaining some level of reduction. To inform the Council’s deliberations on this topic, Tables 1 and 2 below provide information regarding the current CIF and different levels of potential fees for two upcoming projects. Table 1 summarizes the current CIF schedule, which is adjusted annually based on the Construction Cost Index inflation rate as reported in the Engineering News Record for the 12-month period ending October the prior year. The year-over-year percentage change applied for the January 1, 2025, update was 1.0%.

15.2 Table 1: CIF Fee Schedule Effective January 1, 2025 Land Use Type Total*
*Includes 2.0% Administrative Cost
Single-Family Residential (cost per ft2)
(Max: 614 ft2 at $376 per bedroom*)
$0.613
Multi-Family Residential (cost per ft2) $0.460
Retail (cost per ft2) $1.674
Office (cost per ft2) $1.947
Industrial (cost per ft2) $0.777
Hotel (cost per ft2) $0.591
*The prior fee schedule erroneously indicated a maximum fee per dwelling unit. However, the nexus study based the maximum on a per-bedroom basis. This has been corrected here.

Table 2 shows upcoming 100% affordable housing projects and their estimated CIF amounts, calculated using various exemption percentages, if the CIF were to apply to the projects. Staff recommends a full exemption for affordable housing projects that incorporate childcare facilities within the proposed development. The 119 Lincoln Street project does have childcare facilities in the overall project, thus those fees are for illustrative purposes only.

Table 2: Summary of Upcoming Projects that Would be Exempt from CIF due to 100% Affordability Component
Proposed For Projects without
Childcare Facilities Incorporated
100%
Exemption
(0% fees)
75%
Exemption
(25% fees)
50%
Exemption
(50% fees)*
25%
Exemption
(75% fees)
136 River Street (Former Outdoor World)
# of Units: 51 Exempted Fees $15,000 $11,250 $7,500 $3,750 Fees Due $0 $3,750 $7,500 $11,250
119 Lincoln Street (Affordable Housing Portion of the Library Project)** # of Units: 124 Exempted Fees $36,000 $27,000 $18,000 $9,000 Fees Due $0 $9,000 $18,000 $27,000
*Staff recommends that affordable housing projects without childcare facilities are eligible for a 50% reduction in fees.
**These fees are shown for illustrative purposes only. This project would be exempt from the CIF under the proposed change that fully exempts affordable housing projects that include childcare as part of the project, and the affordable housing project is helping to fund the childcare facilities in the Library.

CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) DETERMINATION:

Pursuant to Public Resources Code Section 21080(b)(8) the enactment of this chapter constitutes a project which is statutorily exempt from the requirements of the CEQA. Specifically, this action updates CIF that will generate funds for capital projects which are necessary to maintain acceptable levels of childcare service within the City. This collection of fees does not, nor is it intended to, approve or predetermine any development project which may be proposed in the future for which CIF may be exacted. As such, it merely provides the City with the procedural authority to impose CIF if and when any such development project might be applied for or proposed.

15.3 HEALTH IN ALL POLICIES (HiAP): The goal of HiAP is to ensure that decision-makers are informed about the impacts on the three HiAP pillars of health, equity, and sustainability when reviewing projects and policy options. The CIF will contribute to this goal by providing dedicated funding for childcare. This promotes fiscal sustainability through revenue collection for capital improvements needed to support childcare services and thereby supporting broader equity, public health, and sustainability. Greater availability of the number of local childcare options also increases childcare access and offers a greater likelihood that childcare can be accessed through active transportation.

FISCAL IMPACT:

1. The recommendation in this report impacts the General Fund: No

2. This recommendation requires a budget adjustment: No

3. The recommendation creates an on-going expenditure commitment: No FISCAL IMPACT DESCRIPTION: No impacts.

Prepared By:

Viviane Pearson
Principal Management
Analyst
Submitted By:

Lee Butler
Planning and Community
Development Director
Approved By:

Matt Huffaker
City Manager
ATTACHMENTS:

1. PROPOSED ORDINANCE.DOCX

2. REDLINE OF SCMC SECTION 18.48.PDF

3. RESOLUTION.DOCX

15.4 ORDINANCE NO. 2025-XX

AN ORDINANCE OF THE CITY OF SANTA CRUZ AMENDING SANTA CRUZ MUNICIPAL CODE SECTION 18.48.050, CHILDCARE IMPACT FEES WHEREAS, on April 27, 2021, the City passed Ordinance No. 2021-10, which created the Santa Cruz Municipal Code Chapter 18.48, “Childcare Impact Fees;” and

WHEREAS, the City Council provided direction to evaluate and update the Childcare Impact Fee charged to new residential and non-residential development; and WHEREAS, the intent of this ordinance is to remove those exemptions.

BE IT ORDAINED By the City of Santa Cruz as follows:

Section 1. Santa Cruz Municipal Code Section 18.48.050 “Exemptions” is hereby amended as follows:

18.48.050 Exemptions.

A. The following exemptions from the requirements for fees and exactions are imposed:
(a) Any type of project determined by the city council to have a reduced or insignificant childcare impact as per Section 18.48.070.
(b) Childcare or School Facility. Childcare facilities and any school or day care facility for children including preschools and kindergarten through grade twelve. (c) Senior Housing Project. Senior housing projects, except for congregate care or nursing home care projects for which the fee or exaction shall be based upon the number of employment opportunities resulting from such a type of project. (d) Housing units constructed and operated by a Santa Cruz County school district to provide living accommodations for its employees.
(e) Affordable Housing Projects. For purposes of this exemption, as further detailed below, Affordable Housing Projects are projects where one hundred percent of the units, excluding managers units, within the development are dedicated to lower income households. The affordable units within the development are subject to a recorded affordability restriction for a minimum of fifty-five years or per local inclusionary requirements, whichever is greater. The exemptions are as follows:

1. Affordable Housing Projects that incorporate childcare facilities into the proposed project are fully exempt from the childcare impact fee. However, if a childcare facility remains unoccupied by a childcare facility for three years following final inspection or final certificate of occupancy, then the remaining 50% of the fee is due.

15.5 2. Affordable Housing Projects without childcare facilities are eligible for a fifty percent (50%) reduction in fees.
(f) Accessory dwelling units and junior accessory dwelling units of less than 750 square feet.
(g) Repairs or Replacement. The repair, remodel, modification, reconstruction or replacement of a residential or nonresidential building substantially equivalent to the preexisting building. Existing square footage beyond the preexisting amount is not exempt. This includes residential and nonresidential square footage being replaced due to natural disaster.
(h) Nonresidential Change of Use. Any change of use of an existing legally established nonresidential use, unless the change in use is determined by the city council to be so significant as to require a childcare impact fee.
(i) Public Project. Projects undertaken by a public agency except projects undertaken by a private developer on public property, and except property not used exclusively for a governmental purpose.
(j) Project with Complete Application on Effective Date of Ordinance. Project for which an application for permit was complete prior to the effective date of the ordinance codified in this section, except for any project which is required to comply with these measures pursuant to the provisions of a development agreement.

B. Change of use is entitled to an offset or a credit:
(a) If a project is changing its use, a credit in the amount offsetting the impact of its prior use shall be applied. For example, a development project converting existing hotel square footage into residential multi-family will have the fee for the proposed (including any addition) multifamily calculated and the fee for the existing hotel space calculated, and the existing hotel space will be credited against the new multifamily fee use. In the event that the credit exceeds the new fee, the fee shall be zero and no refunds are applicable.

C. No credits or exemptions will be given to properties that have been vacant for more than three years by the time of applying for building permit.
(Ord. 2021-10 § 1, 2021; Ord. 2019-26 § 1 (part), 2020).

Section 2. If any section or portion of this ordinance is found to be invalid by a court of competent jurisdiction, such finding shall not affect the validity of the remainder of the ordinance, which shall continue in full force and effect.

Section 3. This ordinance shall take effect and be in full force thirty (30) days after final adoption.

15.6 PASSED FOR PUBLICATION this 25th day of February, 2025, by the following vote:

AYES:

NOES:

ABSENT:

DISQUALIFIED:

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

15.7 February 25, 2025 Redline Version of SCMC Section 18.48.050 1 Chapter 18.48

CHILDCARE IMPACT FEES

18.48.050 EXEMPTIONS.

A. The following exemptions from the requirements for fees and exactions are imposed:
(a) Any type of project determined by the city council to have a reduced or insignificant childcare impact as per Section 18.48.070.
(b) Childcare or School Facility. Childcare facilities and any school or day care facility for children including preschools and kindergarten through grade twelve. c) Senior Housing Project. Senior housing projects, except for congregate care or nursing home care projects for which the fee or exaction shall be based upon the number of employment opportunities resulting from such a type of project. d) Housing units constructed and operated by a Santa Cruz County school district to provide living accommodations for its employees.
(ed) Affordable Housing Projects. For purposes of this exemption, as further detailed below, Aaffordable Hhousing Pprojects are projects where one hundred percent of the units, excluding managers units, within the development are dedicated to lower income households. The affordable units within the development are subject to a recorded affordability restriction for a minimum of fifty-five years or per local inclusionary requirements, whichever is greater. The exemptions are as follows:

2. Affordable Housing Projects without childcare facilities are eligible for a fifty percent (50%) reduction in fees.
(fe) Accessory dwelling units and junior accessory dwelling units of less than 750 square feet.
(gf) Repairs or Replacement. The repair, remodel, modification, reconstruction or replacement of a residential or nonresidential building substantially equivalent to the preexisting building. Existing square footage beyond the preexisting amount is not exempt. This includes residential and nonresidential square footage being replaced due to natural disaster.
(hg) Nonresidential Change of Use. Any change of use of an existing legally established nonresidential use, unless the change in use is determined by the city council to be so

15.8 February 25, 2025 Redline Version of SCMC Section 18.48.050 2 significant as to require a childcare impact fee.
(ih) Public Project. Projects undertaken by a public agency except projects undertaken by a private developer on public property, and except property not used exclusively for a governmental purpose.
(ji) Project with Complete Application on Effective Date of Ordinance. Project for which an application for permit was complete prior to the effective date of the ordinance codified in this section, except for any project which is required to comply with these measures pursuant to the provisions of a development agreement.

C. No credits or exemptions will be given to properties that have been vacant for more than three years by the time of applying for building permit.

15.9 RESOLUTION NO. NS-30,XXX

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA CRUZ

IMPLEMENTING THE CHILDCARE IMPACT FEE CHARGES FOR NEW RESIDENTIAL AND NON-RESIDENTIAL DEVELOPMENT, RESCINDING RESOLUTION NO. NS-29,812 WHEREAS, on April 27, 2021, the City adopted Ordinance No. 2021-10 establishing a Childcare Impact Fee at Santa Cruz Municipal Code Chapter 18.48, for the establishment of a childcare system which will adequately provide for childcare needs is an essential public service prerequisite to any increase in either residential or nonresidential development; and WHEREAS, also on April 27, 2021, the City adopted Resolution NS-29,812 enacting the CIF, but now wishes to rescind Resolution NS-29,812 and the prior CIF schedule and replace it with an updated schedule reflecting development's costs for maintaining the existing level of service; and
WHEREAS, the City General Plan includes objectives and policies to ensure needs of children is a critical part of community planning; and
WHEREAS, childcare is more than a family matter; it is part of an integrated system that supports human development, labor force participation, and job opportunities; and WHEREAS, the benefits of early childhood development and care in the community speak to the labor market, business recruitment, and retention; improved school readiness and success; and reduced public cost for remediation, prison, and welfare; and WHEREAS; the City General Plan calls for accessible, high-quality childcare facilities and services and includes objectives and policies to encourage an adequate and diverse supply of childcare facilities and services citywide and to implement a Childcare Impact Fee on new residential and nonresidential development due to its impacts on childcare needs; and WHEREAS, a developer voluntarily choosing to create new development will place new, additional, and cumulatively overwhelming burdens on the childcare system. As a condition of project approval, new development must mitigate its adverse impact of increased demand for childcare generated by the development; and
WHEREAS, Childcare Impact Fees are necessary in order to establish a childcare funding mechanism to improve and augment the childcare system so as to enable developers of new development to pay a fair share of the costs of the system through assessment of fees or exactions reasonably related to the increased use of the childcare system generated by new development; and
WHEREAS, there is a reasonable relationship between the use of the fee and the type of development project upon which the fee is imposed; and between the need for the childcare facility and the type of development project upon which the fee is imposed; and

15.10 WHEREAS, the fee shall be imposed upon residential and nonresidential development projects which can reasonably be anticipated to create new or additional need for a quality childcare system due to the greater number of residential or employment opportunities which result from that type of development; and
WHEREAS, the Childcare Impact Fee established is consistent with the City General Plan and Government Code Sections 66000 and 66008;
WHEREAS, in 2018, the County of Santa Cruz contracted with Keyser Marston Associates, Inc. to conduct a Childcare Impact Fee Nexus Study for the purpose of evaluating and updating the CIF to new and non-residential development. Recognizing that the need for childcare services extends beyond jurisdictional boundaries, the study included methodology applicable to all incorporated areas within the County. This shared methodology, as detailed in the Keyser Marston Associates, Inc. report dated June 13, 2018, was designed to address collective childcare needs and provided the foundation for the City’s development of its own CIF fee proposals; WHEREAS, on April 27, 2021, the City formally adopted the methodology and findings presented in the aforementioned Keyser Marston Associates, Inc. report and subsequently established its CIF schedule and associated fees for new residential and non-residential development, as detailed therein;
WHEREAS, the Childcare Impact Fee revised and implemented through this resolution is authorized in the City of Santa Cruz Municipal Code 18.48; and WHEREAS, the Childcare Impact Fee schedule will be adjusted annually to account for cost inflation. It will be automatically adjusted effective January 1 of each year, beginning in 2026. The adjustment will be based on the year-over-year percentage change in the Construction Cost Index (CCI) as reported in the Engineering News Record (ENR) for the 12-month period ending October the prior year;
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Santa Cruz as follows:

BE IT RESOLVED that the foregoing recitations are true and correct, and are included herein by reference; and
BE IT FURTHER RESOLVED that the City Council adopts the new CIF schedule for new residential and non-residential development as detailed in Exhibit A, and incorporating said fees into the Citywide Fee Schedule. The new CIF schedule shall be effective sixty (60) days after passing of this resolution.

15.11 PASSED AND ADOPTED this 25th day of February, 2025 by the following vote:

AYES:

NOES:

ABSENT:

DISQUALIFIED:

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

15.12 Exhibit A
City of Santa Cruz
Development Impact Fee: Childcare Impact Fee (CIF) Fee Schedule Land Use Type Total
Single-Family Residential (cost per ft2)
(Max: 614 ft2 at $376 per bedroom)
$0.613
Multi-Family Residential (cost per ft2) $0.460
Retail (cost per ft2) $1.674
Office (cost per ft2) $1.947
Industrial (cost per ft2) $0.777
Hotel (cost per ft2) $0.591
 Fees are annually adjusted effective January 1 of each year. The adjustment will be based on the year-over-year percentage change in the Construction Cost Index (CCI) as reported in the Engineering News Record (ENR) for the 12-month period ending October the prior year.  Impact Fees include a 2% Administrative Fee.
 Effective July 1, 2023, the maximum single-family residential fee applies to any project with bedroom(s) greater than 614 ft2.

15.13 Brittany Inclan
From: Garrett <[email protected]>
Sent: Monday, February 24, 2025 1:44 PM
To: City Council
Subject: 2.25.25 Agenda Item #15 Childcare Impact Fee Updates

2.25.25 Agenda Item #15 Childcare Impact Fee Updates
Dear Council,
In a rational sane world developer Impact fees are for real impacts to the cities cost structure.

When a building is constructed, it still must be patrolled by police and obtains fire protection service resulitng in some city cost before the property taxes come a rolling in like everyone elses as the way they pay for these services.

These are the public safety impact fees. I have no problem withthose as long as the costs are not fiction.

Since there is no cost to the city, should never be any cost to the city, for any particular private residential constuction project for childcare, childcare being the responsibility of the parents, then
The developer childcare impact fee is simply extortion.

Always has been. You don't care about that.

Now I see you would like now to carve out exemptions for your "fee" extortions for your versions of in your mind worthy social justice reasons and of course as usual the exempting of government, quazi-government entities from fees and those who profit from building such.

Figures, who could have not seen that coming?
Garrett Philipp - Westside

15.14 Childcare Impact Fee
Updates
Planning and Community Development
City Council Meeting | February 25, 2025
Item # 15

15.15 Current Policy
Childcare Impact Fee (CIF) adopted
June 2021
To address increased childcare
needs from new development
CIF applied for certain development
projects, unless exempted

15.16 Land Use Type Total
Includes 2.0% Administrative Cost
Single-Family Residential (cost per ft2 )
(Max: 614 ft2 at $376 per bedroom)
$0.613
Multi-Family Residential (cost per ft2) $0.460
Retail (cost per ft2) $1.674
Office (cost per ft2) $1.947
Industrial (cost per ft2) $0.777
Hotel (cost per ft2) $0.591
Current Fees

15.17 Add: Exemption for school district employee
housing
Modify: Exemption for all ADUs such that it
applies to Junior ADUs and ADUs under 750 ft2
Modify: Affordable housing
• Full fee exemption for projects with childcare
• 50% fee reduction without childcare
Proposed Amendments

15.18 Childcare Impact Fee
Updates
Planning and Community Development
City Council Meeting | February 25, 2025
Item # 15

15.19 City Council

AGENDA REPORT
DATE: 02/10/2025
AGENDA OF: 02/25/2025
DEPARTMENT: Planning and Community Development
SUBJECT: 313 Swift Street (Application No. CP24-0104) – Assessor’s Parcel Number 003-161-32 – Request for 1) Acknowledgement of the Environmental Determination and Adoption of a Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program (MMRP) Pursuant to Section 15074 of the California Environmental Quality Act (CEQA); and 2) Consideration of the Application for a Planned Development Permit, Coastal Permit, Design Permit, and Heritage Tree Removal Permit to Allow Construction of a New, Four-Story, Approximately 120,604 SquareFoot Multifamily Educator Workforce Housing Project Encompassing Approximately 100 Residential Units, Approximately 119 Parking Spaces, New Landscaping, and Associated Site Modifications, Including the Removal of Up to Six (6) Heritage Trees, on a Site Located in the P-F/CZO (Public Facilities/Coastal Zone Overlay) Zoning District, Based on the Findings and Conditions of Approval Listed In Exhibit “A.” (Environmental Review: Initial Study/Mitigated Negative Declaration). (Applicant/Filed: Santa Cruz City School District/June 27, 2024) (PL) LOCATION: District 6
RECOMMENDATION: Motion to adopt a resolution acknowledging the environmental determination and adopting the Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program (MMRP), and approving the Planned Development Permit, Coastal Permit, Design Permit, and Heritage Tree Removal Permit to allow construction of a new, four-story, approximately 120,604 square-foot multifamily educator workforce housing project encompassing approximately 100 residential units, approximately 119 parking spaces, new landscaping, and associated site modifications, including the removal of up to six (6) Heritage trees, on a site located in the P-F/CZ-O (Public Facilities/Coastal Zone Overlay) zone district, subject to the attached conditions of approval.

BACKGROUND: The applicant requests approval of a Planned Development Permit, Coastal Permit, Design Permit, and Heritage Tree Removal Permit to allow construction of a new, fourstory, approximately 120,604 square-foot multifamily educator workforce housing project encompassing approximately 100 residential units, approximately 119 parking spaces, new landscaping, and associated site modifications at 313 Swift Street, an approximately 4-acre property owned by Santa Cruz City School District. The subject site occurs on land bearing a

16.1 General Plan Land Use designation of CF (Community Facilities) and is situated within the P-F (Public Facilities) zoning district. Per City of Santa Cruz Municipal Code (SCMC) Section

24.04.130, a Planned Development Permit requires approval by the City Council, which, pursuant to SCMC 24.04.090, necessitates review at a public hearing. Under SCMC 24.04.150, when more than one permit is required and authority normally rests with more than one decisionmaking body, final action must be taken by the decision-making body with highest authority.

Thus, this Council action addresses all of the requested permits.

Public Outreach Meeting
Pursuant to the City’s Public Outreach Policy for Planning Projects, a community engagement meeting (hosted via internet video conference) was held on May 6, 2024. Approximately 43 members of the community attended, including the property owner/applicant, project architects, owners and occupants of units surrounding the project site, and residents from surrounding neighborhoods throughout the City. Participants offered diverse feedback, ranging from concerns regarding impacts of the project to loss of available on-street parking capacity and expectation for worsened neighborhood traffic, to remarks related to provision of affordable housing, queries regarding tenant selection criteria and ongoing housing opportunities for prospective future tenants of the development, and similar topics. Overall, attendee reactions ranged from mild concern to outright support.

Planning Commission Public Hearing
On February 6, 2025, the Planning Commission considered the environmental determination and permit applications at a duly-noticed public hearing. Topics of discussion included educators’ difficulty in securing affording housing within Santa Cruz, potential for the proposed project to create unintended impacts associated with educators’ dependency on the school district for the provision of housing, visibility of the project to the adjacent neighborhood, parking of vehicles and equipment during project construction, and maintenance of safe access to the pedestrian pathway during project construction, among others. Following deliberation, on a vote of 6-0-1-0 (Commissioner McKelvey absent), the Planning Commission recommended that the City Council acknowledge the environmental determination and approve the requested entitlements with revisions and additions to the attached conditions of approval, including addition of four conditions (related to the project’s provision of laundry microplastic filters and free METRO bus passes, maintenance of public access to the pedestrian pathway during project construction, and planting of at least six street trees) and modifications to one condition, granting the authority to the City’s Zoning Administrator to review final project materials proposed. Staff agrees with the additions and modifications, and they have been incorporated into the recommended conditions of approval in the attached resolution.

DISCUSSION: A full description and analysis of the proposed project, presenting an evaluation of its consistency with applicable Goals, Policies, and Actions of the General Plan and relevant provisions of the Municipal Code, including the City’s Objective Standards for Multifamily Development, is provided in the attached staff report to the Planning Commission dated February 6, 2025. The applicant requests the following:
 Planned Development Permit – required for consideration of the proposed land use; the General Plan Land Use designation of CF (Community Facilities) envisions land identified with this classification as “existing and potential community facilities,

16.2 including schools, government offices, community buildings such as the Civic Auditorium, sewer and water facilities, and the City landfill. Also applies to land used by State highways.” Residential use is not included among the categories of land uses encompassed by the CF General Plan Land Use designation; however, the provision of multifamily residential use to accommodate housing of school district personnel for longterm retention of employees clearly supports the school district’s mission of educating students. The P-F (Public Facilities) zoning district specifies categories of uses principally-permitted and conditionally-permitted. Per City of Santa Cruz Municipal Code (SCMC) Section 24.10.1770, “government facilities; local, state, and federal” and “school, public” constitute classes of land uses allowing for consideration via discretionary review, again, without residential use listed among them. A Planned Development Permit “provides variation on district regulation, where appropriate, in the following areas,” which includes “uses”; thus, the Planned Development Permit serves as a mechanism for consideration of multifamily workforce housing as proposed at the subject site.
 Coastal Permit – required for review “as a project undertaken by a public agency” (school district) per SCMC Section 24.08.230. The subject site falls within Coastal Overlay, Exclusion Area A, and a Coastal Permit must be obtained for the proposed scope of work, as the project does not meet the Coastal Permit exclusion criteria.  Design Permit – required for review of site and building design per SCMC Section

24.08.410 as a project wherein the applicant is a public agency over which the City may exercise land use controls, as a public project within the Coastal Zone, and as a project which requires a Planned Development Permit.
 Heritage Tree Removal Permit – required for review of proposed removal of up to six (6) Heritage trees at the subject site, per SCMC Section 9.56.060.

Applicable State Laws
 Government Code 65915: The project does not seek approval of a Density Bonus.  Government Code 65589.5: The Housing Accountability Act limits a local government’s ability to deny, reduce the density of, or make infeasible housing development projects, emergency shelters, or farmworker housing that are consistent with objective local development standards and contribute to meeting housing needs. This project proposes approval of a Planned Development Permit to allow for variations to objective standards, specifically, the use of the site for residential purposes, therefore, the City’s discretion is not limited under this section of the state law. However, the project is vested to the standards in place at the time of Preapplication completeness.

Planned Development Permit
Neither the General Plan, through the Community Facilities Land Use designation, nor the Zoning Ordinance, via the Public Facilities zoning classification, envision residential use at the subject site; however, as the proposed project comprises a multifamily educator workforce housing project intended to attract and retain employees of Santa Cruz City Schools, including teachers and support staff (i.e., certificated and classified staff), the proposed scope of work and

16.3 design can be considered via a Planned Development Permit as a use of the land supportive of, and contributory and complementary to, the school district’s mission as a public agency tasked with educating the residents it serves.

Per SCMC 24.08.700, the purpose of a Planned Development includes the following:
1) Provide an administrative technique to foster development plans for eligible lands which serve public objectives more fully than development plans permitted under conventional zoning regulations;
2) Establish criteria for identifying those parcels of land in the city which are eligible for the special procedures available to applicants proposing creative development plans requiring special review and approval procedures.

The City Council is requested to consider the use of the subject parcel as proposed via the application for Planned Development Permit, including the public benefits associated with the development.

As a contiguous site exceeding 4 acres in size and of approximately rectangular dimensions, the subject lot provides adequate size and an appropriate shape to accommodate “innovative and creative site planning,” while a team of two professional architecture firms with experience in formulation of educational facilities have spearheaded the proposed design and layout. Existing site topography will remain largely unchanged, and on-site natural features will remain intact to the extent practicable. The provision of affordable housing for educators serves a clear and demonstrable benefit to the public. Additionally, the project introduces a formal pedestrian footpath from Swift Street to Sergeant Derby Park, replacing the current, longstanding informal access path, thereby offering further public benefit.

As the subject parcel remains largely unused, development of the site for educator workforce housing facilitates appropriate infill development while retaining ample open space for future potential structures and site features and offering opportunity for active and passive recreation.

Further, by repurposing an existing site, the school district will avoid incurring additional costs associated with property acquisition while maintaining wise stewardship and effective utilization of its existing assets.

Zoning and General Plan Consistency
The project site occurs on land contained in the PF (Public Facilities) zone district and has a General Plan land use designation of CF (Community Facilities).

The project upholds consistency with the purpose of the General Plan Land Use designation of CF, described in the General Plan 2030 as below:
“Designates existing and potential community facilities, including schools, government offices, community buildings such as the Civic Auditorium, sewer and water facilities, and the City landfill. Also applies to land used by State highways.” Because the California Coastal Commission has not yet adopted the City’s General Plan 2030, and the subject site occurs on land within the Coastal Zone, the proposed project is additionally

16.4 evaluated for consistency with the City’s 1990-2005 General Plan (“2005 General Plan”). The subject site bears a Land Use Designation of “Community Facilities” pursuant to the 2005 General Plan.

The project exhibits consistency with the purpose of the General Plan Land Use designation of CF as identified in both current and former General Plan, conforming to, and fostering the attainment of, many goals and policies of both documents, as described at length in the attached Staff Report to the Planning Commission.

Design Permit
The proposed project requires approval of a Design Permit per SCMC Section 24.08.410 as a project wherein the applicant is a public agency over which the City may exercise land use controls, as a public project within the Coastal Zone, and as a project which requires a Planned Development Permit, as well as “for multiple dwellings and dwelling groups containing three or more dwelling units,” with the Design Permit intended to promote high quality of project design consistent with the standards for aesthetics typifying the Santa Cruz community. Staff have focused the Design Review on conformance of the proposal to the City’s Objective Design Standards for Multifamily Development (SCMC Section 24.12.185); an evaluation of the proposal reveals its consistency with applicable Objective Design Standards, as demonstrated in the attached compliance matrix.

As currently proposed, the project presents high quality of architecture and site design, satisfying the stated rationale of the requirement for Design Permit as identified in the SCMC and introducing a site configuration and building form aligned to the City’s Multifamily Objective Design Standards.

Coastal Permit
As proposed, the project avoids adverse impacts to views of, and public access to, the coast, and staff recommend that the Council make the findings to support approval of a Coastal Permit, as described in the attached resolution and as further detailed in the Planning Commission staff report.

Heritage Tree Removal Permit
A Heritage Tree Removal Permit is required for removal of up to six (6) Heritage trees at the subject site per City of Santa Cruz Municipal Code Section 9.56.060 due to conflicts with the location of the proposed building and associated site improvements. The submitted arborist report further recommends elimination of one additional Heritage-sized tree located on the adjacent lot immediately south of the subject site, which is also owned by the school district.

Removal of this tree on the adjacent property is not part of the subject approval and will be addressed through separate permits, should the school district seek to remove it. Conditions of approval require replacement of any tree removed with minimally two trees of at least 24-inch box-size, including foliage varieties supportive of monarch butterfly populations.

16.5 Affordable Housing
SCMC Section 24.16.020 generally requires that residential developments creating five or more new residential dwelling units provide at least 20% of their dwelling units as inclusionary (affordable) units, which must be made available for lease to low-income households at an affordable rent. Inclusionary units are restricted in perpetuity to households earning 80% or less of the Area Median Income (AMI).

As an alternative to the aforementioned requirement, SCMC 24.16.030(10)(b) offers the following means of compliance, applicable only to school-district employer-sponsored housing:
 School district employer sponsored housing projects conforming to the requirements of the Teacher Housing Act of 2016 (Health and Safety Code Section 53570 et seq. or successor provisions) will be deemed to satisfy the inclusionary housing requirements of this chapter. For any such projects, an agreement must be executed to formalize that the project has met this alternate means of compliance, and annual compliance reports must be submitted to confirm compliance with the affordability provisions of the Teacher Housing Act of 2016.

The applicant has invoked the above provision, declaring the intent to pursue provision of all 100 residential units with rent restricted to a maximum of approximately 60% to 65% of market rate to serve the target population. Such rent restriction stems from compliance with the Teacher Housing Act of 2016, which defines “affordable rental housing” pursuant to Health & Safety Code Section 53572(a) as rental housing “with a majority of its rents restricted to levels that are affordable to persons and families of low or moderate income”. Conditions of approval require that the project provide full conformance with the Teacher Housing Act of 2016, bolstered through mandatory submittal of an affordable housing agreement acceptable to the City prior to issuance of any Building Permit related to the project and provision of annual reports demonstrating compliance with applicable State law.

CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) DETERMINATION: The California Environmental Quality Act (CEQA) serves to disclose and mitigate potential environmental impacts of activities, including development projects. For assessment of the proposed project’s likelihood for impact to the environment, an Initial Study of Environmental Impact (Initial Study), dated December 2024, was prepared by consulting firm Dudek, pursuant to CEQA Guidelines Section 15074. Among other criteria, the Initial Study includes an evaluation of the project’s potential for “conflict with any applicable land use plan, policy, or regulation of an agency with jurisdiction over the project (including, but not limited to the general plan, specific plan, local coastal program, or zoning ordinance), through a determination of whether the proposed project would not be inconsistent with any such plan or policy.

The Initial Study indicates that the project holds the potential to generate significant environmental impacts, but which can be mitigated to levels below established thresholds of significance through the adoption and incorporation of appropriate mitigation measures.

Consequently, a Mitigated Negative Declaration (MND) has been prepared in accordance with the procedures directed in CEQA to assess, disclose, and mitigate the potentially significant environmental impacts of the entire scope of the proposed project. The Draft MND, attached, identifies potentially significant environmental impacts related to hazardous materials associated with the site’s past use by the US Army Reserve. The analysis contained in the IS/MND

16.6 concludes that the proposed project will not induce a significant impact on the environment with mitigation measures implemented related to soil remediation, testing, and management. All mitigation measures included in the MND have been included in a Mitigation Monitoring and Reporting Program (MMRP) and incorporated as project conditions of approval.

A Notice of Intent to adopt a Mitigated Negative Declaration (NOI) was prepared and filed with the Santa Cruz County Clerk and submitted to the State Department of Land Use and Climate (formerly Governor’s Office of Policy and Research) Clearinghouse on December 16, 2024, initiating a 30-day period of circulation allowing for public comment through January 15, 2025.

In response, letters were received from the California Department of Conservation, dated January 10, 2025; California Department of Fish and Wildlife dated January 10, 2025, and Stephen Svete, dated January 15, 2025. None of the correspondence submitted raised concerns regarding the project’s potential to effect environmental impacts not already addressed in the Initial Study and Mitigated Negative Declaration.

With adoption and implementation of the recommended mitigation measures, the Findings of Fact under CEQA conclude that the proposed project will have no significant adverse impact on the environment.

HEALTH IN ALL POLICIES (HiAP): HiAP is a collaborative approach to improving the health of all people by incorporating health considerations into decision-making across sectors and policy areas. HiAP rests on three pillars: equity, public health, and sustainability. HiAP serves to ensure that all decision-makers remain informed about the health, equity, and sustainability impacts of various policy options during the policy development process. The proposed project supports the pillar of equity by providing rental units on an infill site within a developed locale improved with sidewalks and street trees and offering direct access to public transportation, commercial goods and services, and recreational areas, including ample opportunities for recreation and respite provided by virtue of the site’s proximity to the Pacific Ocean. Through the incorporation of bicycle parking and pedestrian connections, the redevelopment fosters improved public health by promoting use of alternative modes of transportation in a resource-rich environment encouraging active transportation and outdoor recreation. Additionally, the construction of residences on an existing low-performing, underutilized site upholds sustainability through intensified development of land in a locale surrounded by urban uses and served by existing utilities and transportation infrastructure. As such, the project fortifies the three pillars of HiAP and demonstrates efficient and judicious use of the subject property.

The proposed project offers affordable housing for educators of the City while maximizing provision of off-street parking, preservation of open space, connectivity to surrounding land uses, and compatibility with the built environment in the vicinity of the subject site. Through supply of residential units dedicated to teachers and school district personnel, the project bolsters stability in staffing which benefits both students and the broader community through preparation of the local populace for successful entry into, and contribution to, the area’s economy via provision of a well-trained local workforce, while enhancing use of an underutilized site, facilitating appropriate infill development, and ensuring wise stewardship of public assets.

16.7 FISCAL IMPACT:

1. The recommendation in this report impacts the General Fund: Yes

2. This recommendation requires a budget adjustment: No

3. The recommendation creates an on-going expenditure commitment: No FISCAL IMPACT DESCRIPTION: The applicant has paid fees to compensate for costs associated with staff’s processing of this application. The project, if approved, will contribute to increased property tax revenue to the City, and the applicant/developer will be required to pay City impact fees, generating additional sources of funding for municipal services. Over time, residential projects have the potential to have a net negative impact on the City’s general fund due to the range of services provided to residents.

Prepared By:

Timothy Maier
Senior Planner
Submitted By:

Lee Butler
Director of Planning and
Community Development
Approved By:

Matt Huffaker
City Manager
ATTACHMENTS:

1. DRAFT RESOLUTION.DOCX

2. PROJECT PLANS, PREPARED BY EHDD, DATED NOVEMBER 1, 2024 (PART 1).PDF

3. PROJECT PLANS, PREPARED BY EHDD, DATED NOVEMBER 1, 2024 (PART 2).PDF

4. ARBORIST REPORT, PREPARED BY NIGEL BELTON, DATED MAY 24, 2023.PDF

5. NOISE EVALUATION (BASIS OF DESIGN), PREPARED BY SMITH, FAUSE, AND MCDONALD, INC. (UNDATED).PDF

6. GEOTECHNICAL AND GROUNDWATER FIELD EXPLORATION AND EVALUATION REPORT, DATED FEBRUARY 14, 2024.PDF

7. PHASE I ENVIRONMENTAL SITE ASSESSMENT, PREPARED BY MOORE TWINING ASSOCIATES, DATED JUNE 21, 2023 (PART 1).PDF

8. PHASE I ENVIRONMENTAL SITE ASSESSMENT, PREPARED BY MOORE TWINING ASSOCIATES, DATED JUNE 21, 2023 (PART 2).PDF

9. PHASE I ENVIRONMENTAL SITE ASSESSMENT, PREPARED BY MOORE TWINING ASSOCIATES, DATED JUNE 21, 2023 (PART 3).PDF

10. PHASE II ENVIRONMENTAL SITE ASSESSMENT, PREPARED BY MOORE TWINING ASSOCIATES, DATED OCTOBER 22, 2024.PDF

11. TRIP GENERATION MEMORANDUM PREPARED BY FEHR AND PEERS TRANSPORTATION CONSULTANTS, DATED OCTOBER 25, 2024.PDF

12. INITIAL STUDY OF ENVIRONMENTAL SIGNIFICANCE, PREPARED BY DUDEK, DATED DECEMBER 12, 2024.PDF

13. MITIGATED NEGATIVE DECLARATION, PREPARED BY DUDEK DATED DECEMBER 10, 2024.PDF

14. MITIGATION MONITORING AND REPORTING PROGRAM, PREPARED BY DUDEK, DATED JANUARY 24, 2025.PDF

15. TABLE DEMONSTRATING PROJECT COMPLIANCE WITH OBJECTIVE DESIGN STANDARDS FOR MULTIFAMILY DEVELOPMENT.PDF

16. STAFF REPORT TO THE PLANNING COMMISSION DATED FEBRUARY 6, 2025.DOCX

17. FEBRUARY 6, 2025 PLANNING COMMISSION MEETING ACTION SUMMARY.PDF

18. PUBLIC CORRESPONDENCE.PDF

16.8 DRAFT RESOLUTION NO.

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA CRUZ

ACKNOWLEDGING THE CEQA DETERMINATION AND APPROVING A PLANNED

DEVELOPMENT PERMIT, COASTAL PERMIT, DESIGN PERMIT, AND HERITAGE

TREE REMOVAL PERMIT TO ALLOW A NEW, FOUR-STORY, APPROXIMATELY 120,604 SQUARE-FOOT MULTIFAMILY EDUCATOR WORKFORCE HOUSING PROJECT ENCOMPASSING APPROXIMATELY 100 RESIDENTIAL UNITS, APPROXIMATELY 119 PARKING SPACES, NEW LANDSCAPING, AND ASSOCIATED SITE MODIFICATIONS, INCLUDING THE REMOVAL OF SIX(6) HERITAGE TREES, ON A SITE LOCATED AT 313 SWIFT STREET (APPLICATION NO. CP24-0104) WHEREAS, on April 10, 2024, a Preapplication was submitted for proposed development of a multi-story, multifamily workforce housing development with approximately 80 units accommodating school district personnel on a site located at 313 Swift Street (CP24-0073); WHEREAS, on May 6, 2024, consistent with the City’s Public Outreach Policy for Planning Projects, a community engagement meeting (hosted via Internet video conference) was held to allow for early input from the public related to the project; WHEREAS, on June 27, 2024, a formal application was submitted for proposed construction of a new, four-story, approximately 120,604 square-foot multifamily educator workforce housing development encompassing 100 residential units, 119 parking spaces, new landscaping, and associated site modifications, including the removal of six (6) Heritage (CP24- 0104);
WHEREAS, on July 22, 2024, a Preapplication was submitted pursuant to California State Senate Bill 330 (SB330), which Preapplication was deemed complete on December 2, 2024; WHEREAS, on February 6, 2025, at a duly-noticed public hearing, the Planning Commission considered, and, on a vote of 6-0-1-0, recommended to the City Council acknowledgement of the environmental determination and approval of a Planned Development Permit, Coastal Permit, Design Permit, and Heritage Tree Removal Permit; WHEREAS, an Initial Study of Environmental Impact (Initial Study) dated December 2024 was prepared by consulting firm Dudek for assessment of the proposed project’s likelihood for impact to the environment, revealing that the project holds the potential to generate significant environmental impacts which can be mitigated to levels below established thresholds of significance through the implementation of appropriate mitigation measures. Consequently, a Mitigated Negative Declaration (MND) was prepared in accordance with the procedures directed in CEQA, to assess, disclose, and mitigate the potentially significant environmental impacts of the entire scope of the proposed project, providing the opportunity for review and comment by the public;

16.9 RESOLUTION NO.
2 WHEREAS, on December 16, 2024, a Notice of Intent to adopt a Mitigated Negative Declaration (NOI) was filed with the Santa Cruz County Clerk and submitted to the State Department of Land Use and Climate (formerly Governor’s Office of Policy and Research) Clearinghouse, initiating a 30-day period of circulation allowing for public comment through January 15, 2025;
WHEREAS, several letters of correspondence were submitted in response to the Initial Study and Mitigated Negative Declaration, including comments from two (2) external agencies and one (1) private party. Letters were received from the California Department of Conservation, dated January 10, 2025; California Department of Fish and Wildlife dated January 10, 2025, and Stephen Svete, dated January 15, 2025. None of the correspondence contained concerns regarding potential for environmental impacts not already addressed in the Initial Study and Mitigated Negative Declaration;
WHEREAS, a Mitigation Monitoring and Reporting Program (MMRP) has been prepared by consulting firm Dudek to ensure compliance with the required mitigation measures, with such mitigation measures included as project conditions of approval; WHEREAS, the City Council now makes the following findings:

With Respect to the Mitigated Negative Declaration
The City Council has considered the Mitigated Negative Declaration together with comments received during the public review process and responses and supporting documentation provided and finds, on the basis of the whole record before it, that there is no substantial evidence that the project will have a significant effect on the environment, and that the Mitigated Negative Declaration reflects the City’s independent judgment and analysis.

FINDINGS
Planned Development Permit, Section 24.08.770

1. Is consistent with the General Plan, the Local Coastal Land Use Plan, and adopted area plans.

The subject parcel has a General Plan land use designation of CF (Community Facilities), which envisions land identified with this classification serving as, “existing and potential community facilities, including schools, government offices, community buildings such as the Civic Auditorium, sewer and water facilities, and the City landfill. Also applies to land used by State highways.” Residential use is not included among the categories of land uses encompassed by the CF General Plan Land Use designation; however, provision of multifamily residential use to accommodate housing of school district personnel for long-term retention of employees supports the school district’s mission of educating students.

The proposed project is consistent with the policies of the General Plan, including the following:

16.10 RESOLUTION NO.
3 Goal LU1 Sustainable Land Uses
 Policy LU1.1: Relate residential, commercial and industrial land use intensities to the capability and location of the land while ensuring optimum utilization of infill parcels.  Policy LU3.7: Encourage higher-intensity residential uses and maximum densities in accordance with the general plan land use designations.

Goal LU3 A complementary balance of diverse land uses
 Policy LU3.1: Foster land use patterns that balance economic, housing, community, and environmental needs, and promote social diversity.

Goal CC2 Comprehensive community facilities and services  Policy CC2.1 Provide community services and facilities in keeping with the needs of a growing and diverse population
Goal CC8 Excellent educational opportunities and resources  Policy CC8.1: Cooperate with public and private institutions seeking to meet their educational objectives.

Goal CD1 A built environment in harmony with its natural setting  Policy CD1.2: Ensure that the scale, bulk, and setbacks of new development preserve important public scenic views and vistas.
 Policy CD1.3. Ensure that development is designed to be in harmony with natural topography and vegetation.

Goal M1 Land use patterns, street design, parking, and access solutions that facilitate multiple transportation alternatives
 Policy M1.6: Design parking areas and parking garages that are safe, pleasant and easy to use.

Goal M4 A citywide interconnected system of safe, inviting, and accessible pedestrian ways and bikeways
 Policy M4.1: Enable and encourage walking in Santa Cruz Goal NRC5 An enhanced and sustainable urban forest
 Policy NRC5.1: Protect and manage tree resources in the urban environment, with emphasis on significant and heritage trees.

Goal PR1 Ample, accessible, safe, and well-maintained parks, open space, and active recreational facilities
 PR1.7: Require developers to mitigate the impacts of their property improvements on city parks, recreation facilities and open space areas.

Goal ED4 A skilled, educated, and diverse local workforce  Policy ED4.2 Retain and expand the existing base of medium and large employers in Santa Cruz

16.11 RESOLUTION NO.
4  Policy ED4.1 Promote the education and training of the workforce to meet the needs of emerging economies.

The proposed project advances the above goals and policies of the General Plan and conforms to the purpose of the P-F (Public Facilities) zone district, “to designate public buildings and facilities and to ensure that there is a compatible relationship between such uses and the surrounding area”.

No area plan applies to the project site.

2. Is consistent with the purpose of this chapter and other applicable sections of this title.

The P-F (Public Facilities) zoning district specifies categories of uses principally-permitted and conditionally-permitted. Per City of Santa Cruz Municipal Code Section 24.10.1770, “government facilities; local, state, and federal” and “school, public” appear among the classes of land use accommodate by the district via discretionary review, without residential uses listed among them.

A Planned Development Permit “provides variation on district regulation, where appropriate, in the following areas”, including “uses”, thus providing a mechanism for consideration of multifamily workforce housing project as proposed at the subject site.

As prescribed by the Municipal Code, “the land area subject to planned development permit shall comprise at least twenty thousand square feet”. With a lot size in excess of four acres, the project fulfills the criterion for minimum land area. Further, the Planned Development Permit requires that “the applicant owns or controls the land subject to the planned development permit application”. As Santa Cruz City Schools holds the subject lot in fee-simple ownership, the school district will retain control of project entitlement, construction, and long-term operation and management, satisfying the above finding.

3. Includes planned variations to underlying district regulations which serve public purposes to an equivalent or higher degree than would underlying district regulations.

As an approximately 4.08-acre, generally rectangular, contiguous site, the subject lot provides adequate size to accommodate a creative and innovative design, while a team of two professional architecture firms with experience in designing educational facilities have devised the proposed site configuration, building forms, and architecture. The provision of affordable housing for educators provides a clear and demonstrable benefit to the public. Existing site topography will remain largely unchanged, while on-site natural features will remain intact to the extent practicable.

The inclusion of 119 off-street, surface parking spaces for residents and employees of the new residential building, will offset increased demand for on-street parking in the surrounding residential neighborhoods. Provision of ample open space and landscape areas on the site for the enjoyment and benefit of the building’s inhabitants and their guests offers a visual benefit to neighboring properties, both enhancing the local environment and offering greater access to neighboring Sergeant Derby Park.

The proposed project introduces an infill residential development of high density within a minimal building footprint in the context of a site plan integrating generous vehicular and bicycle parking

16.12 RESOLUTION NO.
5 providing connectivity to surrounding destinations in a location well-served by public transit, while offering affordable residences to educators and support staff, thereby reducing school staffing turnover due to high housing costs.

4. Can be coordinated with existing and proposed development of surrounding areas.

The proposed project will maintain a balance of scale, form and proportion to both the existing site and neighboring properties in a variety of ways. Through removal of dated, underutilized, low-density, under-performing buildings, the project will allow for better use of a constrained property while continuing the residential character of the site and maintaining cohesiveness to surrounding uses. Minor regrading of the project area and setting of new surface material will combine for improved circulation and site access conducive to a high-density commercial/ residential use. New rooftop mechanical equipment and all ground-mounted equipment and utility installations will be required to be fully screened from view from surrounding properties and public rights-of-way.

Santa Cruz City Schools retains ownership of the parcel immediately to the south of the subject parcel, which contains an existing school; future plans for the adjacent lot envision retention of the existing school facilities. Additionally, no application for development of the properties to the north of the subject lot been received by the City, and reasonably foreseeable future conditions include retention of the existing industrial uses on parcels adjoining the project site. Surrounding residential neighborhoods will very likely continue such existing land uses for decades into the future. The proposed development therefore demonstrates coordination with existing and proposed development of land within the vicinity of the subject site.

5. Overall, the amenity level of the development and the amount of open space shall be greater than what would have been permitted by the underlying district regulations.

SCMC 24.10.1790 does not specify open space requirements in the district regulations for the PF district, and, therefore, pursuant to the Municipal Code, no minimum open space requirement pertains. Through provision of 51,200 square feet of common open space and 1,800 square feet of private open space dedicated to ground-floor units, the project provides, on average, 5,300 square feet of open space per residential unit, offering generous opportunities for respite and access by residents and visitors to both active and passive recreation opportunities. Including a direct connection to Sergeant Derby Park, and by virtue of the site’s proximity to the Pacific Ocean, access to natural amenities remains intrinsic to the project’s location. With a proposal for planting of the number of trees as proposed, the project additionally enhances the site and surroundings through integration of features offering visual beauty and connection to nature.

Coastal Permit, Section 24.08.250

6. Maintain views between the sea and the first public roadway parallel to the sea;

16.13 RESOLUTION NO.
6 Situated at the southwest corner of Delaware Avenue and Swift Street, surrounded by established industrial and residential uses, approximately a third-mile north of the Pacific Ocean, the proposed project will not impact views between the sea and the first public roadway parallel to the sea.

7. Protect vegetation, natural habitats and natural resources consistent with the Local Coastal Land Use Plan;
The subject site falls outside areas mapped for sensitive biological resources per General Plan 2030; however, the northeasterly corner of the site occurs with an area mapped as habitat potentially supportive of monarch butterfly habitat per General Plan 2005, with which the project must demonstrate compliance. Biotic consulting firm Ecosystems West has deemed that the project would induce no potential impact to potential monarch butterfly habitat or overwintering capacity. Conditions of approval require submittal of a formal biotic report to document such findings and ongoing compliance with the consultant’s recommendations.

The proposed project falls within an urbanized area, with a number of properties separating the subject site from surrounding sensitive habitat and identified waterways. The site carries no General Plan 2030 designation identifying it as a location potentially containing valuable or rare habitat, nor does it connect directly to other areas of natural habitat. The project will additionally have no effect on wildlife movement.

8. Be consistent with any applicable design plans and/or area plans incorporated into the Local Coastal Land Use Plan;
No design or area plan pertains to the subject site; therefore, the above finding remains inapplicable.

9. Maintain public access to the coast along any coastline as set forth in the Local Coastal Land Use Plan;
The project is set approximately a third mile from the coast and will not impair public access to the shore; rather, through development of 100 new residential units, the project will locate additional population proximate to the shore, thereby improving access to coastal resources. The project would maintain and not disrupt, but, rather, enhance existing circulation patterns due to incorporation of a new, widened sidewalk, new drive aisle, and multiple pedestrian pathways, including a formalized pathway continuing access from Swift Street to Sergeant Derby Park, thus introducing augmented internal and external connectivity. The project site is additionally positioned within an urbanized area in close proximity to employment, commercial goods and services, and recreational resources, facilitating the use of alternative modes of transportation.

10. Be consistent with the Local Coastal Land Use Plan goal of providing visitor-serving needs as appropriate;
The project includes 100 new affordable housing units, consistent with the allowances of the Municipal Code, including the City’s Multifamily Objective Design Standards, providing enhanced residential capacity in close proximity to surrounding retail, employment, and other

16.14 RESOLUTION NO.
7 services. The project site will likely draw some visitors; however, the project objectives do not directly relate to visitor-serving development.

11. Be consistent with the Local Coastal Land Use Plan goal of encouraging coastal development uses as appropriate.

The project affords consistency with the goal of encouraging coastal development uses, in that the proposed development will enhance access to the seashore by expanding the population in an area within walking and biking distance to the coast. No coastal resources will experience adverse effect, as the project will avoid impact to any coastal scenic viewsheds, the development is located a significant distance from designated sensitive environments, and the proposed design minimizes removal of Heritage trees, thus minimizing detrimental consequences to local ecology, the subject site, and its vicinity. The proposed building will additionally remain sympathetic to surrounding development with regard to mass and height.

Design Permit, Section 24.08.430

12. The site plan and building design are consistent with design and development policies, limited to those policies that constitute objective standards therein when required by state law, of the General Plan, any element of the General Plan, and any area plan, specific plan, or other city policy for physical development. If located in the Coastal Zone, the site plan and building design are also consistent with policies of the Local Coastal Program.

The project complies with all applicable objective standards. The subject site falls within the P-F (Public Facilities) zone district, governed by sparse development standards as identified in the Municipal Code; however, SCMC 24.12.185 contains a variety of objective criteria pertinent to project design. The proposed development achieves compliance with all such objective standards.

The project would replace aging features and fixtures with upgraded facilities at a site bounded on all sides by existing buildings of similar scale and range of land uses. Removal of assorted modular buildings and replacement with a new development boasting modern architecture and extensive amenities will maintain the existing land use and retain compatibility with the nature of surrounding uses of residential character, while avoiding spillover effects inducing detrimental effects to surrounding land uses. The project layout will allow for improved use of the site for public facilities use and maintain compatibility in design and utility of neighboring properties.

Building color and texture will complement adjacent topography to blend into the natural environment to the extent possible, in conformance to the appearance of the surroundings to achieve a design aesthetic in keeping with the high standards of the Santa Cruz visual environment and community expectations.

The project site plan demonstrates consistency with, and will facilitate achievement of, the goals, policies, and actions of General Plan 2005 and General Plan 2030, both of whose Land Use Maps designate the land including the subject parcel as “Community Facilities.” Construction of new, modern, amenity-rich residential units to replace existing on-site trailers, and reconfiguration of on-site parking, will provide improved utility of the site and provide for a more uniform, cohesive

16.15 RESOLUTION NO.
8 exterior appearance consistent with the bulk, mass, and architecture of existing, surrounding uses.

As proposed, the project will, therefore, 1) attain General Plan Goal CD-1 by promoting “a building environment in harmony with its natural setting;” 2) advance Policy CC2.1 to “provide community services and facilities in keeping with the needs of a growing and diverse population; and 3) support Policy CC2.1.1 to “update and replace facilities consistent with the General Plan Policy”. Consistency with the General Plan and other applicable regulations is further articulated in the project plans, staff reports, website materials for the project, public hearing presentations, and conditions of approval, and elsewhere in these findings.

13. The site plan and building design are in full conformance with the design standards of Section 24.12.185.

The proposed site plan and building design demonstrate consistency with the City’s Objective Design Standards for Multifamily Development as promulgated in Section 24.12.185 of the Municipal Code. The subject site occurs on land within the P-F (Public Facilities) zone district, and the project design complies with all applicable criteria of SCMC 24.12.185. In particular, revisions to the project design as initially submitted have been made to effect full compliance with the Objective Design Standards for Multifamily Development, as follows:

SCMC 24.12.185.4.d.: The project provides a new bicycle/pedestrian pathway through the subject site, 5 feet in width per minimum standards of the Public Works Department, thereby formalizing a long-standing access through the property from Swift Street to Sergeant Derby Park.

SCMC 24.12.185.4.e.: The sidewalk adjacent to Swift Street will measure minimally 8 feet in width as required, with dedication of land, or recordation of an easement to effectuate such widening.

SCMC 24.12.185.7: The submitted plan provides enclosures for refuse bins as set forth in the City of Santa Cruz Department of Public Works Refuse Container Storage Facility Standard Design Policy
SCMC 24.12.185.10: The easterly elevation of the east wing has been modified to incorporate six roof forms along the predominant building face, and the southeasterly elevation of the west wing has been updated to incorporate seven roof forms along the predominant building face per SCMC 24.12.185(10)(a).

The proposed roof form has additionally been revised to include a difference in height of at least three feet per roof form per SCMC 24.12.185(10)(b)(v).

SCMC 24.12.185.12: The form of the building has been revised to provide modulation of building faces greater than 30 feet in length, as required.

SCMC 24.12.185.16: As conditioned, a lighting plan fully compliant with the referenced Municipal Code provisions will be submitted.

16.16 RESOLUTION NO.
9 The project has been thoughtfully designed for consistency with applicable Municipal Code requirements and applicable provisions of the Building and Fire Codes. Through iterative revision, the proposed design ensures preservation of existing trees and prevents adverse impacts to natural resources to the degree possible. The design of the project and all landscaping will enhance the aesthetics of the project site and allow for an intensity of use and activity appropriate for the site’s industrial and residential surroundings, while site improvements will combine for improved circulation and site access.

The project scope of work includes new landscaping integrating native vegetation and low wateruse, drought-tolerant plant varieties. The project will further be required to comply with all applicable provisions of Municipal Code Chapter 16.16, Water-Efficient Landscaping, related to regulation of landscape design, construction, and maintenance, thereby promoting efficient water use, facilitating management of peak season water demand, and assisting with the preservation of water storage to ensure a reliable and adequate public water supply. The application has been conditioned to provide a final landscape plan for review and approval with the building permit plans.

Through removal of underutilized buildings and a largely abandoned surface parking lot, the proposed project will allow for better use of the subject property while maintaining cohesiveness to surrounding uses. Provision of 100 new residential units to house educators and support staff will provide residences tailored to the needs of the Santa Cruz City School District, intended for attraction and retention of a high-quality workforce while adding to the stock of affordable housing providing accommodations for an underserved segment of the community, demonstrating clear benefits to the public.

Heritage Tree Removal Permit, Chapter 9.56, City Council Resolution No. NS-23, 710

14. A heritage tree or shrub, as defined in Chapter 9.56 of the City of Santa Cruz Municipal Code shall only be altered or removed in the following circumstances:
a) Alteration of a heritage tree or shrub would only affect less than twenty-five percent (25%) of the crown of said heritage tree or heritage shrub; b) Findings by the Director of Parks & Recreation can be established in conformity with the City’s Urban Forest and Wildland Interface Policy Statement; c) One or more of the following findings are established by the applicant and confirmed by the Director of Parks & Recreation:
1) The heritage tree or heritage tree shrub has, or is likely to have, an adverse effect upon the structural integrity of a building, utility, or public or private right of way;
2) The physical condition or health of the tree or shrub, such as disease or infestation, warrants alteration or removal;
3) A construction project design cannot be altered to accommodate existing heritage trees or heritage shrubs.

The arborist report prepared by ISA Certified Arborist Nigel Belton dated May 24, 2023, confirms that six (5) trees, 14 inches diameter (or greater), located within the project work area, will present locational conflicts with the proposed building, with the removal of such trees therefore

16.17 RESOLUTION NO.
10 recommended. Additionally, one tree appears in poor condition as demonstrated in the submitted arborist report and not suitable for retention in the project. Thus, the number of Heritage trees recommended for removal because of high construction impacts or poor condition totals six (6).

The project design has elicited mindful review of available options resulting in minimal impacts to existing trees. A condition of approval requires replacement of each tree proposed to be removed at a ratio of two, 24-inch-box-sized trees. Given the disparate arrangement of trees throughout the parcel and the objective of maintaining minimal impact to existing foliage, the project balances the potentially conflicting motivations of retention of existing trees and provision of affordable housing.

Alternative Methods to Comply with Inclusionary Housing Requirements, Section 24.16.030

15. The proposal for the alternative method of compliance is consistent with the Santa Cruz General Plan and all of its elements.

The applicant has invoked SCMC 24.16.030(10)(b), stating the intent to pursue provision of all 100 residential units at the Low/Moderate Income level to serve the target population, thus providing a functional alternative to, and exceeding the minimum requirements of, SCMC

24.16.020, which requires 20% of dwelling units serve as inclusionary units in a project with five or greater residential units. Rents will be restricted to 60% to 65% of market rate. A condition of approval requires that the project maintain full conformance with the Teacher Housing Act of 2016, which legislation requires the majority of units remain restricted to rents affordable to low or moderate income persons or families as defined in Health and Safety Code 50093. A further condition of approval requires submittal of an affordable housing agreement acceptable to the City prior to issuance of any Building Permit related to the project, as well as submittal of annual reports demonstrating compliance with applicable State law. Such approach will advance goals of the General Plan regarding provision of affordable housing, particularly for local employees, as previously referenced in the findings contains herein.

16. The proposal conforms to the standards established for inclusionary units in Section

24.16.025, unless the alternative method does not require compliance with that section.

The proposed project will conform to all standards of SCMC 24.16.025. Distribution of residential units of various types throughout the development will avoid an overconcentration of any particular unit type, and all units will uphold consistency in exterior appearance, materials, and finished quality, in keeping with the intent of the Municipal Code related to equitable distribution and presentation of residential units. Submittal of an affordable housing agreement, subject to review by City staff and the City Attorney’s Office, will ensure compliance with all applicable provisions of the Municipal Code, including SCMC 24.16.025. Conditions of approval additionally ensure ongoing conformance with the Teacher Housing Act of 2016.

NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Santa Cruz hereby acknowledges the CEQA determination and approves the Planned Development Permit,

16.18 RESOLUTION NO.
11 Coastal Permit, Design Permit, and Heritage Tree Removal Permit to allow a new, four-story, approximately 120,604 square-foot multifamily educator workforce housing project encompassing approximately 100 residential units, approximately 119 parking spaces, new landscaping, and associated site modifications, including the removal of six(6) Heritage trees, on a site located at 313 Swift Street, subject to the analysis included in the associated staff report and the Conditions of Approval listed in Exhibit “A,” attached hereto and made a part hereof. All environmental documents and other materials that constitute the record of proceedings upon which this decision is based, are made available at the City of Santa Cruz Planning and Community Development Department Office, 809 Center Street, Room 101, Santa Cruz, California 95060.

PASSED AND ADOPTED this ___ day of _________, 2025, by the following vote:

AYES:

NOES:

ABSENT:

DISQUALIFIED:

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

16.19 RESOLUTION NO.
12 RESOLUTION NO.

EXHIBIT “A”
CONDITIONS OF APPROVAL* FOR THE PROJECT ON PROPERTY AT
313 Swift Street (CP24-0104)
Planned Development Permit, Coastal Permit, Design Permit, and Heritage Tree Removal Permit to allow a new, four-story, approximately 120,604 square-foot multifamily educator workforce housing project encompassing approximately 100 residential units, approximately 119 parking spaces, new landscaping, and associated site modifications, including the removal of six (6) Heritage trees, on a site located in the P-F/CZ-O (Public Facilities/Coastal Zone Overlay) zone district
*The following conditions of approval are recommended to be incorporated into the final list of conditions of approval adopted by the City Council.

1. If one or more of the following conditions is not met with respect to all its terms, then this approval may be revoked.

2. All plans for future construction which are not covered by this review shall be submitted to the City Planning and Community Development Department for review and approval.

3. This permit shall be exercised within three (3) years of the date of final approval, or it shall become null and void. When a building permit is required, a zoning permit shall be considered exercised following the issuance of a valid building permit.

4. If, upon exercise of this permit, this use is at any time determined by the Planning Commission to be incompatible with the surrounding neighborhood, revocation of, or amendment to, this permit by the City Council could occur.

5. The use shall meet the standards and shall be developed within limits established by Chapter

24.14 of the Santa Cruz Municipal Code as to the emission of noise, odor, smoke, dust, vibration, wastes, fumes or any public nuisance arising or occurring incidental to its establishment or operation.

6. The applicant shall be responsible for the completeness and accuracy of all forms and supporting material submitted in connection with any application. Any errors or discrepancies found therein may result in the revocation of any approval or permits issued in connection therewith.

7. Grading, drainage and erosion control plans shall be prepared by a professional engineer in conjunction with a soils engineer to minimize erosion and risks of construction on sloping topography.

16.20 RESOLUTION NO.
13 8. Plans submitted for building permit issuance shall comply with all recommendations of the Final Environmental Impact Report and Mitigation and Monitoring Reporting Program, including all technical memoranda, as approved by the City Council.

9. Prior to building permit issuance or any ground disturbance on the lot, a site-specific geotechnical investigation shall be prepared and shall be submitted to the City for review and approval.

10. All final working drawings shall be submitted to the Zoning Administrator for review and approval.

11. The development of the site shall be in substantial accordance with the approved plans submitted and on file in the Department of Planning and Community Development of the City of Santa Cruz.

12. The applicant and contractor who obtains a building permit for the project shall be required to sign the following statement at the bottom of these conditions, which will become conditions of the building permit:
“I understand that the subject permit involves construction of a building (project) with an approved Design Permit. I intend to perform or supervise the performance of the work allowed by this permit in a manner which results in a finished building with the same level of detail, articulation, and dimensionality shown in the plans submitted for building permits. I hereby acknowledge that failure to construct the building as represented in the building permit plans, may result in delay of the inspections process and/or the mandatory reconstruction or alteration of any portion of the building that is not in substantial conformance with the approved plans, prior to continuation of inspections or the building final.”
Signature of Building Contractor Date

13. All requirements of the Building Division, Green Building Division, Fire Department, Public Works Department (including Stormwater Division, and Bicycle Coordinator) and Water Department (including Water Conservation and Water Engineering) and the County Department of Environmental Health and Safety, shall be completed prior to occupancy and continuously maintained thereafter.

14. Grading shall be done during periods of dry weather and protective measures shall be incorporated during grading to prevent siltation from any grading project halted due to rain.

15. Adequate provisions shall be made to supply water to each of the premises covered by this application. The design of water facilities shall be to standards of the Water Department, and plans therefore must be submitted to the Water Department Director for review and approval prior to the issuance of a building permit.

16.21 RESOLUTION NO.
14 16. Plans submitted for building permit issuance shall show all exterior site lighting locations and fixture details. All exterior building lighting shall be shielded and contained in a downward direction. No exterior lighting shall produce off-site glare.

17. Exterior site lighting shall be provided along pedestrian pathways and in the vehicle parking area. Security lighting shall be motion sensor only.

18. Landscape plans shall be submitted at the time of the building permit application and will be reviewed by both the Planning Department and Water Department. The landscape plans shall demonstrate compliance with all requirements of the City’s Water-Efficient Landscaping Ordinance in Chapter 16.16 of the Santa Cruz Municipal Code prior to issuance of the building permit. New landscaping shall include foliage types, which may include tree(s), supportive of monarch butterfly populations, subject to review by biotic consulting firm Ecosystems West and approval by the Director of Planning and Community Development.

19. All landscaping shall be installed prior to final utility release or issuance of occupancy permits.

20. All Heritage-sized trees removed shall be replaced at a 2:1 ratio of at least two, 24-inch boxsized trees installed for each tree removed.

21. Bicycle parking shall be provided in accordance with Section 24.12.250-252 of the City's Zoning Ordinance.

22. All utilities and transformer boxes shall be placed underground in accordance with the provisions of Section 24.12.700 through 24.12.740 of the Zoning Ordinance.

23. A drainage plan shall be submitted in conjunction with application for building permits.

24. Any person exercising a development permit or building permit who, at any time in the preparation for or process of excavating or otherwise disturbing earth, discovers any human remains of any age or any artifact or any other object which reasonably appears to be evidence of an archaeological/cultural resource or paleontological resource, shall:
a. Immediately cease all further excavation, disturbance, and work on the project site; b. Cause staking to be placed completely around the area of discovery by visible stakes not more than ten feet apart forming a circle having a radius of not less than one hundred feet from the point of discovery; provided, that such staking need not take place on adjoining property unless the owner of the adjoining property authorizes such staking;
c. Notify the Santa Cruz County sheriff-coroner and the city of Santa Cruz planning director of the discovery unless no human remains have been discovered, in which case the property owner shall notify only the planning director; d. Grant permission to all duly authorized representatives of the sheriff-coroner and the planning director to enter onto the property and to take all actions consistent with this section.

16.22 RESOLUTION NO.
15 25. The plan for erosion control approved as part of this application shall be submitted and all work installed by November 1, or a later date as allowed by the Director of Public Works consistent with all applicable requirements of the Regional Water Quality Control Board.

26. Grading shall be done during periods of dry weather and protective measures shall be incorporated during grading to prevent siltation from any grading project halted due to rain.

27. Prior to site grading or any disturbance all trees and/or tree stands indicated for preservation or approved plans shall be protected through fencing or other approved barricade. Such fencing shall protect vegetation during construction and shall be installed to the satisfaction of the Director of Planning and Community Development.

28. If project site work occurs any time between February 1 and August 31, the applicant shall submit documentation of a pre-construction nesting bird survey by a qualified biologist prior to the start of work. The survey shall be described in the biotic report, if such a report was prepared, and shall be completed no more than seven days before the start of any project construction activities on the site (including tree removal, clearing, and excavation) and shall include observations of any nesting activities on the site. Site work may commence once the Planning Department has accepted the report and confirmed that there are no nesting birds on the site or that an appropriate buffer zone around any active nests has been recommended by the biologist, as applicable, and physically established on the site.

29. Handicap access shall be provided in accordance with California Building Code.

30. All new mechanical equipment and appurtenances, including gas and water meters, electrical boxes, roof vents, air conditioners, antennas, etc. visible from the public way and from adjacent properties, shall be screened with material compatible with the materials of the building and shall be subject to the approval of the Zoning Administrator.

31. All diesel-fueled off-road construction equipment greater than 75 horsepower shall be zeroemissions or equipped with California Air Resources Board (CARB) Tier 4 Final or Interim compliant engines. Alternatively, CARB Tier 2 or 3 compliant engines may be used if CARB Level 3 Verified Diesel Emissions Control Strategy (VDECS) filters are added to each piece of off-road diesel-fueled equipment.

32. Final colors and materials shall be approved by the Zoning Administrator prior to application for building permits. (Modified at PC 2-6-25)

33. Acoustic Analysis Basis of Design. Plans submitted for Building Permit shall conform to the Noise Evaluation (Basis of Design), prepared by Smith, Fause, and McDonald, Inc. (undated).

34. Acoustic Evaluation. Prior to issuance of Building Permit, an acoustic analysis (noise report) must be prepared, demonstrating consistency of the proposed project design with General

16.23 RESOLUTION NO.
16 Plan Policy HZ3.2.3, and compliance with recommendations of the acoustic evaluation to ensure ongoing conformance with that General Plan Policy must be maintained at all times.

35. Geotechnical Report. Prior to issuance of Building Permit, a letter and/or revisions to the Geotechnical and Groundwater Field Exploration and Evaluation report, prepared by Moore Twining Associates, Inc. dated February 14, 2024 must be provided for update of the report to correspond with the current project scope of work, including a new, four-story, approximately 120,604 square-foot multifamily educator workforce housing project encompassing approximately 100 residential units, approximately 119 parking spaces, new landscaping, and associated site modifications.

36. Transportation Analysis. Compliance with all recommendations of the Trip Generation Memorandum (including recommendations for the project site plan) dated October 25, 2024, prepared by Fehr and Peers Transportation Consultants, as may be amended, must be ensured at all times.

37. Bicycle Parking. Plans submitted for Building Permit shall show that the project will supply the requisite bicycle parking capacity, subject to review by City staff, and submittal of details of proposed bicycle parking facilities, including identification of vendor and specification of dimensions and arrangement of interior layout with spacing for all bike parking proposed, shall be made.

38. Compliance with Teacher Housing Act of 2016. Compliance with the Teacher Housing Act of 2016, as may be amended, shall be ensured throughout the life of the project. Such compliance shall include preparation and submittal by Santa Cruz City Schools, or authorized designee, reports to the City and/or other responsible agency/ies, required for ongoing compliance.

39. Affordable Housing Agreement. Applicant shall comply with the inclusionary housing requirements set forth at SCMC Chapter 24.16 and shall enter into and record an affordable housing development agreement prior to issuance of a building permit for any structure in the residential development. The affordable housing development agreement shall run with the land and bind all future owners and successors in interest. Submittal of reports demonstrating compliance with applicable State law shall additionally be made throughout the life of the project.

40. Compliance with Requirements of County Department of Environmental Health and Safety (ESH). Prior to issuance of Building Permit, compliance with all recommendations of the County of Santa Cruz Department of Environmental Health and Safety (ESH), or successor agency, shall be ensured.

41. Compliance with Recommendations of Arborist Report. Compliance with all recommendations of the arborist Report, prepared by Nigel Belton, dated May 24, 2023 as may be amended, must be ensured at all times.

42. Compliance with Recommendations of Environmental Site Assessments. Compliance with all recommendations of the Phase I Environmental Site Assessment (ESA), prepared by

16.24 RESOLUTION NO.
17 Moore Twining dated June 21, 2023, and compliance with all recommendations of the Phase II Environmental Site Assessment, prepared by Moore Twining and dated October 22, 2024, as either or both of the above-referenced ESAs may be amended, must be ensured at all times.

43. Santa Cruz Metropolitan Transit District. Prior to issuance of Building Permit, compliance with all requirements of the Santa Cruz Metropolitan Transit District shall be fulfilled, including coordination regarding retention or relocation of existing infrastructure, including, but not limited to, existing bus stop(s).

44. Bird-Safe Building Design Standards. The project shall comply with the City’s Bird-Safe Building Design Standards.

45. Compliance with Recommendations of Biotic Report/Memorandum. Compliance with all recommendations of the report/memorandum prepared by biotic consulting firm Ecosystems West as may be amended, must be ensured at all times.

46. Street Trees. City street trees, each of minimally 24-inch-box size, shall be planted in a quantity and at locations as determined by the City’s Urban Forester. City Street Trees to be planted must conform to the City’s approved Street Tree List.

47. Minimum Number of Street Trees. At least six (6) street trees shall be planted. (Added at PC 2-6-25)

48. Impact Fees. Prior to building permit issuance, the applicant shall pay all applicable impact fees, including, but not limited to, Traffic Impact Fees (TIF) as required by the Public Works Department; Park In-Lieu Fee/Parks Facility Tax; Public Safety Impact Fee; and Childcare Impact Fee.

49. Public Access Pathway. A public access pathway, minimally five feet in width at all points, shall be provided, allowing access at all times by pedestrians and bicyclists from Swift Street to Sergeant Derby Park.

50. Access to Pedestrian Pathway During Project Construction. Temporary access to Derby Park shall remain open during project construction. (Added at PC 2-6-25)

51. Laundry Microplastic Filters: All washing machines provided for common use among tenants shall be equipped with microplastic filters to reduce plastic pollution.  Building owners shall ensure that the microplastic filters on washing machines in common laundry rooms are regularly cleaned in accordance with the manufacturer’s specifications for the selected filter.  Filtered microplastics shall not be disposed of in drains.  Rather, they shall be disposed of in the solid waste trash containers, unless municipal facilities become equipped for and readily able to recycle said microplastic materials in the future, in which case the captured plastic shall be recycled through the municipal system. (Added at PC 2-6-25)

52. Bus Passes. The applicant shall enter into a contract with Santa Cruz Metropolitan Transit District (Santa Cruz METRO) to provide unlimited local transit passes for all residents of the subject development project, as required by SCMC 10.46.040. (Added at PC 2-6-25)

16.25 RESOLUTION NO.
18 53. Driveway Approach Design. Driveways and approaches shall comply with the standards set forth in Municipal Code Sections 15.20 and 24.12.280 and the driveway approach standard detail included with the public works standards in effect at the time of design review and shall be designed in accordance with American Association of State Highway and Transportation Officials (AASHTO) “Green Book” sight distance standards.

54. Lighting Plan. Prior to issuance of Building Permit, a lighting plan must be submitted demonstrating full compliance with all requirements of City of Santa Cruz Municipal Code Section 24.12.185, subject to review and approval by the Director of Planning and Community Development.

55. Stormwater Management: Prior to submittal of any application for Demolition Permit or Building Permit, the applicant shall submit all necessary information, documentation, and plans necessary to demonstrate compliance with all applicable requirements of the City, State Water Resources Control Board, and any other regulatory agencies related to satisfactory management and treatment of stormwater.

56. Reasonable Documentation: Should the applicant, property owner, or any interested party propose any incentive/concession requesting variation from any applicable development standard, such party shall submit pro formas or other reasonable documentation which demonstrates actual and identifiable cost reductions for the project associated with any such incentive/concession(s).

57. Subsequent Modification. Should any outstanding item of compliance, such as preparation and submittal of an acoustic report, provision of information related to stormwater management, updates to geotechnical report, or the like result in a substantial change to the project design as determined by the Director of Planning and Community Development, including, but not limited to, position of the building relative to the property lines of the site, such modification shall be considered by the Planning Commission at a public hearing, at the discretion of the Director of Planning and Community Development.

58. Mitigation Measure HAZ-1: Prepare and implement a soil removal action plan for additional investigation and/or removal of the elevated TPHd in near surface soil (upper 3 to 4 feet) in the vicinity of boring B10 (near the former concrete ramp used for vehicle/tank maintenance/repairs) and elevated arsenic in near surface soil (upper 3 to 4) in the vicinity of boring B4.

59. Mitigation Measure HAZ-2: Conduct additional soil gas sampling to confirm if the detected concentrations of benzene and chloroform are present in soil gas at the site that may cause an excessive vapor intrusion risk to the proposed school development (benzene and chloroform concentrations were detected slightly above published residential screening level values which are used for proposed school sites). In lieu of additional soil gas sampling, a chemical resistant vapor barrier can be installed below the proposed onsite buildings during future development to mitigate the potential vapor intrusion concern.

16.26 RESOLUTION NO.
19 60. Mitigation Measure HAZ-3: Prepare and implement a soil and groundwater management plan to address handling and management of impacted soil and/or groundwater that could be potentially encountered during construction activities. The detected concentrations of TPHd, TPHmo, TCE, arsenic, and chromium in soil and/or groundwater may require special handling/testing and increase construction cost if soil/groundwater is required to be exported/disposed of offsite.

61. Construction activity resulting in a land disturbance of one acre or more, or less than one acre but part of a larger common plan of development or sale must obtain the Construction Activities Storm Water General Permit (2022-0057-DWQ Permit). Construction activity includes clearing, grading, excavation, stockpiling, and reconstruction of existing facilities involving removal and replacement. Construction activity does not include routine maintenance such as maintenance of original line and grade, hydraulic capacity, or original purpose of the facility.

62. Prior to the issuance of a building permit, the applicant shall pay all required impact fees pursuant to relevant provisions of the City of Santa Cruz Municipal Code based on the final building permit plans.

63. Asbestos/Lead-Based Paint: Prior to demolition, testing shall be performed for presence of asbestos and lead based paint by EPA or CA state certified health inspectors. An application shall be submitted, and approval shall then be obtained from Monterey Bay Air Resources District (MBARD) for the hazardous or other regulated material removal. An ASB application number through MBARD or release in the form of an email from MBARD shall be provided to the City of Santa Cruz Building and Safety Division prior to plan approval and permit issuance.

64. Construction Waste Management Plan: Prior to demolition permit issuance, a fully completed Construction Waste Management Plan for 65% minimum diversion rate must be submitted and shall include diversion rates and methods for individual waste streams. The document is available at http://www.cityofsantacruz.com/home/showdocument?id=58142.

65. Stormwater Management. Prior to issuance of Building Permit, a Storm Water Pollution Prevention Plan (SWPPP) must be submitted. Each residential unit will require compliance with Santa Cruz Green Building Program for Residential New Construction and Residential Mandatory Measures Chapter 4 of 2019 CALGreen using a Residential Green Building Checklist. Note: The city green building program points required scale with unit floor area.

For the purposes of determining EV Charging Space compliance, the plans must clearly allocate parking spaces between residential and commercial use.

66. Outdoor Lighting: Outdoor lighting must demonstrate compliance with BUG rating limits in 2019 CALGreen 5.106.8 for Lighting Zone 3 for this development in the Outdoor Lighting Schedule in the building permit submission. All outdoor lighting shall be downward facing and shielded to minimize off-site glare.

16.27 RESOLUTION NO.
20 67. Bicycle Parking: Prior to issuance of Building Permit, details of proposed bicycle parking facilities, including identification of vendor and specification of dimensions and arrangement of interior layout with spacing for all bike parking proposed, must be submitted for review and approval by the Director of Public Works or authorized designee.

68. Utility Locations – Illustration of locations of all existing and proposed underground utilities and points of connection for sewer lateral, gas, and water lines on the plans.

69. Utility Undergrounding - When providing new electrical service to a parcel, it shall be undergrounded. Indicate the location and the point of connection to the nearest Pacific Gas & Electric (PG&E) facility for the underground power to the property.

70. Operations and Maintenance Plan (O&M Plan): A final O&M Plan shall be submitted as part of the Building Permit application. The O&M Plan shall include at a minimum: 1) site plan showing the location of drainage structures and structural control measures; 2) O&M procedures, timing, and maintenance frequency for the LID features and drainage systems, and include applicable BMPs from Chapter 6B of the City's Storm Water BMPs for Development Projects; 3) cost estimates for maintenance; and 4) BMPs for any Special Site Conditions (see pages 30-31), e.g. trash enclosure, parking, etc.

71. The O&M Plan shall be submitted in an 8 ½ x 11 inch report format and can be included as a SWCP appendix. The signed Maintenance Agreement shall be included in the O&M Plan as an attachment.

72. Construction Dewatering Operations: Plans submitted must indicate whether dewatering or groundwater discharges are expected either during construction or post-construction/longterm for any of the below ground project components. If so, please inform the project planner and submit plans indicating whether there are any current or past site contamination issues.

73. State Construction General Permit: A Notice of Intent (NOI) must be filed with the State Water Resource Control Board (SWRCB) to obtain coverage under the NPDES General Permit for Storm Water Discharges Associated with Construction and Land Disturbance Activities (Construction General Permit) prior to commencing work. The applicant is responsible for filing a Notice of Intent and for developing a Storm Water Pollution Prevention Plan (SWPPP). Prior to issuance of a demolition, grading, or building permit, the applicant shall provide the City with proof of coverage under the State Construction General Permit, including a copy of the letter of receipt and Waste Discharger Identification (WDID) number issued by the SWRCB that acknowledges the property owner’s submittal of a complete Notice of Intent (NOI) package. Please submit an electronic copy of the site’s Storm Water Pollution Prevention Plan (SWPPP) submitted to the State. For information on the Construction General Permit, please see the State Water Board website:
http://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.shtml

16.28 THIS IS A MULTLI-FAMILY HOUSING PROJECT FOR EDUCATORS EMPLOYED BY SANTA CRUZ CITY SCHOOLS ("SCCS") SCHOOL DISTRICT LOCATED AT 313 SWIFT STREET. THE PROJECT INCLUDES 100 RESIDENTIAL APARTMENT UNITS AND ASSOCIATED SITEWORK. THE DWELLING UNITS WILL BE A MIX OF STUDIO, ONEBEDROOM, TWO-BEDROOM, AND THREE-BEDROOM APARTMENT STYLE UNITS WITH AMENITIES TYPICAL TO SIMILAR BUILDINGS. OFF-STREET SURFACE VEHICLE PARKING WILL BE ACCOMODATED WITH SURFACE LOTS ALONG THE NORTH END OF THE SITE.

THE PROJECT WILL BE A 4-STORY STRUCTURE TOTALLING 120,604 GSF; THE PROJECT PROPERTY ENCOMPASSES 177,584 SF (4.08 ACRES) OF TOTAL SITE AREA, AND INCLUDES (2) EXISTING BUILDINGS TO REMAIN ALONG SWIFT STREET.

PROJECT DESCRIPTION
PROJECT LOCATION:
313 SWIFT STREET
SANTA CRUZ, CA 95060
APN: 003-16-132
APPLICABLE CODES (BASIS OF DESIGN):

CODE REQUIREMENTS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING:

APPLICABLE STATE CODES:
2022 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, CBSC 2022 CALIFORNIA BUILDING CODE (CBC), PART 2, CBSC
2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, CBSC
2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, CBSC
2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, CBSC
2022 CALIFORNIA ENERGY CODE (CPC), PART 6, CBSC
2022 CALIFORNIA FIRE CODE, PART 9, CBSC
2022 CALIFORNIA REFERENCED STANDARDS, PART 12, CBSC
TITLE 8 C.C.R., CH. 4, SUB-CH. 6-ELEVATOR SAFETY ORDERS TITLE 19 C.C.R., PUBLIC SAFETY, SFM REGULATIONS
APPLICABLE FEDERAL CODES & STANDARDS:
2022 ADA STANDARDS FOR ACCESSIBLE DESIGN
APPLICABLE LOCAL CODES:

SANTA CRUZ MUNICIPAL CODE (SCMC)
OCCUPANCY CLASSIFICATION & TYPE OF CONSTRUCTION:

OCCUPANCY TYPE R-2, CONSTRUCTION TYPE V-A
UNIT MIX:

STUDIOS: 11 UNITS
1 BEDROOM: 28 UNITS
2 BEDROOMS: 50 UNITS
3 BEDROOMS: 11 UNITS
TOTAL: 100 UNITS
UNIT & AREA TOTAL: GROSS AREA STUDIOS 1 BR 2 BR 3 BR TOTAL LEVEL 1: 28,276 GSF 2 7 11 2 22
LEVEL 2: 30,776 GSF 3 7 13 3 26
LEVEL 3: 30,776 GSF 3 7 13 3 26
LEVEL 4: 30,776 GSF 3 7 13 3 26
TOTAL (NEW) 120,604 GSF 11 28 50 11 100
EXISTING BLDG 1 2,077 GSF
EXISTING BDLG 2 3,308 GSF
TOTAL (ALL BDLGS) 125,989 GSF

PROJECT DATA

EXISTING AND PROPOSED USES
EXISTING USES:
• (1) ONE STORY, 2,077 S.F. ADMINISTRATIVE BUILDING USED BY THE SANTA CRUZ

EDUCATION FOUNDATION, WHICH WILL MOVE OUT PRIOR TO THE START OF CONSTRUCTION. BUILDING IS TO REMAIN, BUT THE USE IS PROPOSED TO BE

CHANGED TO BE PROPERTY MANAGEMENT OFFICES AND SUPPORT SPACES FOR THE PROPOSED RESIDENTIAL DEVELOPMENT.
• (1) ONE STORY, 3,308 S.F. EDUCATIONAL BUILDING USED THE WESTSIDE PARENT EDUCATION NURSERY SCHOOL, WHICH WILL MOVE OUT BY JANUARY 1, 2025. THE

BUILDING IS TO REMAIN, BUT THE USE IS PROPOSED TO BE CHANGED TO STORAGE EXCLUSIVELY FOR RESIDENTS OF THE PROPOSED RESIDENTIAL DEVELOPMENT. • (2) ONE STORY MOBILE, PORTABLE CLASSROOM BUILDINGS USED BY THE SANTA

CRUZ OFFICE OF EDUCATION TRANSITION PROGRAM, WHICH WILL MOVE OUT BY JUNE, 2025. THESE BUILDINGS WILL BE REMOVED FROM THE PROPERTY.

PROPOSED USES
• NEW 4 STORY, 100 DWELLING UNIT, 120,604 S.F. MULTI FAMILY HOUSING PROJECT • THE ONE STORY, 2,077 S.F. ADMINISTRATIVE BUILDING BUILDING IS TO REMAIN, BUT

THE USE IS PROPOSED TO BE CHANGED TO BE PROPERTY MANAGEMENT OFFICES AND SUPPORT SPACES FOR THE PROPOSED RESIDENTIAL DEVELOPMENT. • THE ONE STORY, 3,308 S.F. EDUCATIONAL BUILDING IS TO REMAIN, BUT THE USE IS

PROPOSED TO BE CHANGED TO STORAGE EXCLUSIVELY FOR RESIDENTS OF THE PROPOSED RESIDENTIAL DEVELOPMENT.

DESIGN/BUILD CONTRACTOR
BOGARD CONSTRUCTION INC.
350 CORAL ST #A
SANTA CRUZ, CA 95060
T: (831) 426-8191

ARCHITECT OF RECORD

EHDD ARCHITECTURE
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
T: (415) 285-9193

ASSOCIATE ARCHITECT

STUDIO VARA
3130 20TH ST, SUITE 190
SAN FRANCISCO, CA 94110
T: (415) 826-1367

CIVIL ENGINEER

IFLAND ENGINEERS
1509 SEABRIGHT AVE, SUITE A2
SANTA CRUZ, CA 95062
T: (831) 426-5313

LANDSCAPE ARCHITECT
JONI L. JANECKI & ASSOCIATES, INC.
515 SWIFT ST
SANTA CRUZ, CA 95060
T: (831) 423-6040

STRUCTURAL ENGINEER
FTF ENGINEERING, INC.
38 MASON ST, 2ND FLOOR
SAN FRANCISCO, CA 94102
T: (415) 931-8460

PROJECT TEAM

MECH/ELEC/PLUMBING ENGINEER

POINT ENERGY INNOVATIONS
220 MONTGOMERY ST, SUITE 321
SAN FRANCISCO, CA 94104
T: (415) 663-6340

ACOUSTICAL ENGINEER
SMITH, FAUSE & MCDONALD, INC.
351 8TH STREET
SAN FRANCISCO, CA 94103
T: (415) 255-9140
TBD
DEFERRED SUBMITTALS FOR DESIGN BUILD PERMITS SHALL BE SUBMITTED BY OTHERS.

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING LICENSED

PROFESSIONALS AS REQUIRED TO DESIGN AND BUILD THE SYSTEM AS WELL AS

PROVIDE SERVICES TO INCLUDE THE PREPARATION OF DRAWINGS AS REQUIRED FOR PERMIT. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED.

DEFERRED APPROVAL

THIS SET OF DRAWINGS DOES NOT ADVERSELY INFRINGE ON THE BASIC LIFE SAFETY SYSTEMS OR THE BUILDING.

NON-INFRINGEMENT

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:59:29 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 12" = 1'-0"
G0.00

COVER SHEET

SCCS EDUCATOR

HOUSING
Author
23132

VICINITY MAP

SCCS EDUCATOR HOUSING
313 SWIFT STREET
FORMAL APP BACKCHECK 08.30.2024
FORMAL APP BACKCHECK 2 11.01.2024

16.29 PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:59:30 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt G0.01

SHEET INDEX

SCCS EDUCATOR

HOUSING
Author
23132

GENERAL
G0.00 COVER SHEET
G0.01 SHEET INDEX
G0.02 ARCHITECTURAL ABBREVIATIONS AND SYMBOLS
G0.11 PROJECT RENDERINGS
G0.12 PROJECT RENDERINGS
G0.13 PROJECT STREET VIEWS
G0.14 NEIGHBORHOOD CONTEXT IMAGES
G0.15 PLANNING & ZONING SUMMARY
G0.16 SHADOW STUDIES
G0.21 CODE ANALYSIS
G0.22 LIFE SAFETY & ACCESSIBILITY SITE PLAN
G0.23 LIFE SAFETY PLANS
G0.31 ACCESSIBLE MOUNTING HEIGHTS
G0.32 MOBILITY UNIT DISPERSION PLANS
G0.41 PLUMBING CALCULATIONS
G1.01 SURVEY - FOR REFERENCE ONLY
G1.02 SURVEY - FOR REFERENCE ONLY
G1.03 SURVEY - FOR REFERENCE ONLY
18 CIVIL
C0.0 SCHEMATIC DEMOLITION PLAN
C1.0 SCHEMATIC GRADING AND DRAINAGE PLAN
C2.0 SCHEMATIC UTILITY PLAN
C3.0 SCHEMATIC STORMWATER CONTROL PLAN
C3.1 SCHEMATIC STORMWATER CONTROL CALCULATIONS 5

LANDSCAPE
TPZ1.00 TREE REMOVAL & PROTECTION PLAN
L1.00 LANDSCAPE SITE PLAN
L1.01 LANDSCAPE NOTES, PLANT LIST & PLAN IMAGES 3

ARCHITECTURAL
A0.12 SITE PLAN
A0.13 SITE SECTIONS
A0.14 (E) BUILDING FLOOR PLAN (FOR REFERENCE)
A0.15 (E) BUILDING FLOOR PLAN - PROPOSED USE
A0.21 AXONOMETRIC VIEWS
A2.01 FLOOR PLAN - LEVEL 1
A2.02 FLOOR PLAN - LEVEL 2
A2.03 FLOOR PLAN - LEVEL 3
A2.04 FLOOR PLAN - LEVEL 4
A2.05 ROOF PLAN
A2.11A SECTOR FLOOR PLAN - LEVEL 1 WEST
A2.11B SECTOR FLOOR PLAN - LEVEL 1 EAST
A2.12A SECTOR FLOOR PLAN - LEVEL 2 WEST
A2.12B SECTOR FLOOR PLAN - LEVEL 2 EAST
A2.13A SECTOR FLOOR PLAN - LEVEL 3 WEST
A2.13B SECTOR FLOOR PLAN - LEVEL 3 EAST
A2.14A SECTOR FLOOR PLAN - LEVEL 4 WEST
A2.14B SECTOR FLOOR PLAN - LEVEL 4 EAST
A2.15A ROOF PLAN -WEST
A2.15B ROOF PLAN - EAST
A3.01 BUILDING ELEVATIONS - EAST WING
A3.02 BUILDING ELEVATIONS - EAST WING
A3.03 BUILDING ELEVATIONS - WEST WING
A3.04 BUILDING ELEVATIONS
A3.11 ENLARGED BUILDING ELEVATIONS
A3.12 ENLARGED BUILDING ELEVATIONS
A3.21 BUILDING SECTION
A4.01 ENLARGED FLOOR PLANS, RCP - STUDIO, 1BR
A4.02 ENLARGED FLOOR PLANS, RCP - 1BR
A4.03 ENLARGED FLOOR PLANS, RCP - 2BR
A4.04 ENLARGED FLOOR PLANS, RCP - 3BR
A4.05 ENLARGED FLOOR PLANS, RCP - MOBILITY UNITS
A4.06 ENLARGED FLOOR PLANS, RCP - MOBILITY UNITS
A4.07 ENLARGED FLOOR PLANS COMMON AREAS
A8.11 EXTERIOR WALL DETAILS
A8.51 ROOF DETAILS - MEMBRANE ROOFING
A8.52 ROOF DETAILS - MEMBRANE ROOFING
A9.01 PARTITION TYPES
A9.02 FLOOR & CEILING TYPES
39 STRUCTURAL
S0.00 LEGENDS
S0.01 GENERAL NOTES I
S2.11A FIRST FLOOR / FOUNDATION PLAN - WEST
S2.11B FIRST FLOOR / FOUNDATION PLAN - EAST
S2.11C BRIDGE
S2.12A SECOND FLOOR FRAMING PLAN - WEST
S2.12B SECOND FLOOR FRAMING PLAN - EAST
S2.13A THIRD FLOOR FRAMING PLAN - WEST
S2.13B THIRD FLOOR FRAMING PLAN - EAST
S2.14A FOURTH FLOOR FRAMING PLAN - WEST
S2.14B FOURTH FLOOR FRAMING PLAN - EAST
S2.15A ROOF FRAMING PLAN - WEST
S2.15B ROOF FRAMING PLAN - EAST
S6.00 WOOD FRAMING DETAILS
S6.10 WOOD SHEAR WALL DETAILS
15 TOTAL SHEETS: 80

SHEET INDEX
FORMAL APP BACKCHECK 2 11.01.2024

16.30 1. THE FOLLOWING GENERAL NOTES APPLY TO ALL A-SERIES DRAWINGS.

2. FOR GENERAL NOTES APPLICABLE TO ALL DRAWINGS REFER TO THE "PROJECT GENERAL NOTES".

3. FOR NON A-SERIES GENERAL NOTES AND SYMBOLS REFER TO APPLICABLE DRAWINGS.

4. THE A-SERIES DRAWINGS ARE A PART OF A LARGER SET OF DRAWINGS. REVIEW AND COORDINATE THE WORK ALL ASPECTS OF THE CONTRACT DOCUMENTS.

ARCHITECTURAL GENERAL NOTES
SECOND
LEVEL +10'-0"

BUILDING SECTION

BLDG SECTION NUMBER

DIRECTION OF VIEW

SHEET WHERE DRAWN

WALL SECTION

NORTH ARROW REFERENCE

PROJECT
NORTH

NEW GRID

IDENTIFICATION

EXISTING GRID

IDENTIFICATION

LAYOUT GRID LINES

BASIC DRAWING TITLE

LEVEL LINE

REVISION NUMBER AND EXTENT

ROOM NAME AND NUMBER

PLAN DETAIL REFERENCE

EXTERIOR ELEVATION

SEE PARTITION SYMBOL

DESCRIPTION ON SHEET
A9.X.X

PARTITION TYPE IDENTIFICATION MARK

ELEVATION NUMBER

AND DIRECTION

SHEET WHERE DRAWN

SHEET WHERE DRAWN,

HYPHEN INDICATES
DETAIL ON SAME SHEET.

DETAIL NUMBER
AX.X.X X

WINDOW AND LOUVER TYPE MARK

WINDOW MARK

NAME OF LEVEL

INDICATES HEIGHT

ABOVE PROJECT DATUM

REVISION NUMBER -

SEE REVISION HISTORY

ON THE TITLE BLOCK

OF EACH SHEET

EXTENT OF CURRENT

REVISION

KEYED NOTE MARK

MATCH LINE REFERENCE

DRAWING TITLE SYMBOLS
1 SEE CORRESPONDING

NUMBERED KEY NOTE

ON SHEET WHERE

REFERENCE OCCURS

DRAWING SIDE

DRAWING WHERE

CONTINUATION IS
FOUND
SCALE: 1/8" = 1'-0"
AX.XX
X SIM
1 A101
Room Name
101
W-X
A3E3

WALL SECTION NUMBER

DIRECTION OF VIEW

SHEET WHERE DRAWN

SECTION DETAIL REFERENCE

ELEVATION NUMBER

SHEET WHERE DRAWN

DETAIL REFERENCE

SHEET WHERE DRAWN,

HYPHEN INDICATES
DETAIL ON SAME SHEET.

AX.XX DETAIL NUMBER
X SIM
SIM
AX.XX
X

INTERIOR ELEVATION REFERENCE

ELEVATION NUMBER AND

DIRECTION OF VIEW

SHEET WHERE DRAWN
AX.XX X
AX.XX
X SIM
AX.XX
X SIM

DOOR IDENTIFICATION MARK
A3E3 DOOR OPENING MARK

ARCHITECTURAL REFERENCE SYMBOLS
View Name

1. VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCY OR VARIATION. DO NOT PROCEED WITH AFFECTED WORK UNTIL THE VARIATION OR DISCREPANCY IS RESOLVED.

2. DO NOT SCALE DRAWINGS. IF UNABLE TO LOCATE DIMENSIONS FOR ANY ITEM OF WORK, CONSULT ARCHITECT FOR DIRECTION BEFORE PROCEEDING.

3. PLAN DIMENSIONING: DIMENSIONS ARE TO:

FACE OF INTERIOR GYPSUM BOARD
FACE OF EXT. FINISH

CENTER LINE OF COLUMN GRID

FACE OF DOOR JAMBS

4. HEIGHTS SHOWN OR NOTED AFF (ABOVE FINISH FLOOR) ARE TO BE MEASURED FROM TOP OF FINISH FLOOR MATERIAL. EXCEPTIONS: AT AREAS THAT RECEIVE CARPET OR RESILIENT FLOORING, HEIGHTS ARE MEASURED FROM TOP OF CONCRETE.

5. IF DRAWING IS LESS THAN 30" X 42", IT HAS BEEN REDUCED FROM ORIGINAL.

6. DETAILS SHOWN ON DRAWINGS SHALL BE INCORPORATED INTO THE PROJECT AT ALL

APPROPRIATED LOCATIONS WHETHER SPECIFICALLY REFERENCED AT EACH LOCATION OR NOT.

7. INSTALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS, AND OTHER SUPPORT FOR FIXTURES, EQUIPMENT, SHELVING AND CASEWORK.

8. PROVIDE GYPSUM WALL BOARD OR PLASTER BEHIND AND AROUND ALL OPENINGS

INCLUDING WALL CABINETS, RECESSED FIRE HOSE VALVE AND FIRE EXTINGUISHER

CABINETS, ELECTRICAL PANELS AND ELECTRICAL BOXES WHERE REQUIRED BY CODE TO MAINTAIN FIRE RATED CONSTRUCTION SHOWN ON DRAWINGS.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL SUPERVISE ALL CUTTING

AND PATCHING OF FINISHED WORK ALREADY INSTALLED IF MADE NECESSARY BY ERRORS, CHANGES, OR OTHER REASONS. ALL REPLACEMENT WORK SHALL MATCH ADJOINING SURFACES WITH NO VISIBLE MARKINGS OF REDO/REPAIR WORK.

10. FOR EQUIPMENT WEIGHING MORE THAN 400 LBS AND SUPPORTED DIRECTLY ON THE

FLOOR OR ROOF STRUCTURE AND FOR TEMPORARY OR MOVABLE EQUIPMENT AND FOR EQUIPMENT WEIGHING MORE THAN 20 LBS THAT IS SUPPORTED BY VIBRATION DEVICES

SUSPENDED FROM THE ROOF, WALL OR FLOOR ANCHORAGE MUST BE ENGINEERED BY

A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF CALIFORNIA TO MEET CCR TITLE 24 PART 2. COORDINATE WITH STRUCTURAl DWGS

11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL SUPPORTS,

ANCHORS, CLIPS, FASTENERS, BRACES, AND REINFORCEMENTS FOR ALL ASSEMBLIES,

SYSTEMS, FIXED EQUIPMENT, ACCESSORIES, AND SO FORTH, THAT ARE A PART OF THE

STRUCTURAL SYSTEM, HAVE BEEN SHOWN, SPECIFIED, OR SIZED OR ARE REASONABLY

REQUIRED TO COMPLETE THE WORK IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL ALSO PROVIDE CALCULATIONS FOR ALL SUCH ITEMS AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION.

12. IF A DISCREPANCY EXISTS BETWEEN DRAWINGS, BETWEEN DRAWINGS AND

SPECIFICATIONS OR WITHIN THE SPECIFICATIONS, SUCH DISCREPANCY SHALL BE

BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION OF SAID WORK. DO NOT PROCEED WITH AFFECTED WORK UNTIL THE VARIATION OR DISCREPANCY IS RESOLVED.

13. THE CONTRACTOR SHALL NOT FABRICATE OR INSTALL ANY WORK WHERE THEY HAVE

REASONABLE KNOWLEDGE THAT THE CONTRACT DOCUMENTS MAY BE IN CONFLICT

WITH APPLICABLE CODES OR INTERPRETATION OF THE AUTHORITY HAVING JURISDICTION. ANY SUCH INFORMATION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT WHO SHALL ISSUE A RESOLUTION OF THE CONFLICT.

14. SHOULD ANY CONDITIONS DEVELOP NOT COVERED BY THE CONTRACT DOCUMENTS SUCH THAT THE FINISHED WORK WILL NOT COMPLY WITH TITLE 24 OF THE CALIFORNIA

CODE OF REGULATIONS, A CHANGE ORDER DETAILING AND SPECIFYING THE REQUIRED

WORK SHALL BE SUBMITTED TO AND APPROVED BY THE OWNER BEFORE PROCEEDING WITH THE WORK.

PROJECT GENERAL NOTES
&..............................................................And °..........................................Angle in Degrees ∠….......................................................Angle @................................................................At X.................................................................By C.....................................................Centerline ø.......................................Diameter or Round (E)......................................................Existing (N)...........................................................New P............................................................Plate %.......................................................Percent #.........................................Pound or Number ⅊................................................Property Line ²...........................................................Square A.C........................................Air Conditioning A/V..............................................Audio Visual AB................................................Anchor Bolt ABRSV..............................................Abrasive ABV......................................................Above ACC..............................................Accessible ACOUS.......................................Acoustic (al) ACP.....................Acoustical Concrete Paving
ACU...............................Air Conditioning Unit AWT......................Acoustical Wall Treatment
AD..............................................Access Door AD.................................................Area Drain ADC............................Automatic Door Closer
ADDL..............................................Additional ADH.................................................Adhesive ADJ...............................................Adjustable ADJC................................................Adjacent AFF...................................Above Finish Floor AFG.............................Above Finished Grade
AFS................................Above Finished Slab
AGGR.............................................Aggregate AHR.....................................................Anchor AHU.....................................Air Handling Unit AL...................................................Aluminum ALM.......................................................Alarm ALT...................................................Alternate AMT....................................................Amount ANN..............................................Annunciator ANOD...............................................Anodized ANT....................................................Antenna AP..............................................Access Panel APPROX................................Approximate (ly)
ARCH.......................................Architect (ural) ASPH..................................................Asphalt ASSN............................................Association ASSY...............................................Assembly AC.........................................Acoustic Ceiling

ATCH............................................Attachment AWG...............................American Wire Gage
B.O.F.................................Bottom of Footing B.U....................................................Built Up B.U.R........................................Built Up Roof BB...........................................Bulletin Board BC................................................Bridge Clip BD........................................................Board BETW...............................................Between BEV.......................................................Bevel BITUM...........................................Bituminous BLDG.................................................Building BLKG................................................Blocking BLW......................................................Below BM.........................................................Beam BM...............................................Bench Mark BOT.....................................................Bottom BP.................................................Base Plate BRDG................................................Bridging BRG...................................................Bearing BRKT..................................................Bracket BRS.......................................................Brass BRZ.....................................................Bronze BS.................................................Both Sides BSMT.............................................Basement C..............................................................Civil CAB...................................................Cabinet CPT.....................................................Carpet CAV......................................................Cavity C.B.............................................Catch Basin CEM...................................................Cement CER...................................................Ceramic CFM............................Cubic Foot per Minute
CFLG...................................Counter Flashing C & G.................................Curb and Gutter
C.G...........................................Corner Guard C.H...........................................Ceiling Height CHAN................................................Channel CHFR................................................Chamfer CHK BD.....................................Chalk Board
CIP..........................................Cast-in-Place CJ......................................Construction Joint CL................................................Center Line CLG.....................................................Ceiling CLJ............................................Control Joint CLO......................................................Closet CLR........................................................Clear CMPST...........................................Composite CMU...........................Concrete Masonry Unit
CNR.....................................................Corner CNTR.................................................Counter CO.........................................Cased Opening C.O.................................................Clean Out COL....................................................Column COMB.........................................Combination COMP..............................................Compact COMPL........................................Compliance COMPT.....................................Compartment
CONC...............................................Concrete CONF...........................................Conference CONN...........................................Connection CONSTR.....................................Construction CONT.................................Continuous (ation) CONTR.......................................Contract (or) COORD..........................................Coordinate CORR................................................Corridor COV PL........................................Cover Plate C.P...........................................Control Panel CPT.....................................................Carpet CRC...............................Cold Rolled Channel
CRL......................................................Carrel CS................................................Cast Stone C.S.B.........................Concrete Splash Block
CSMT.............................................Casement CSWK.............................................Casework CT...............................................Ceramic Tile CTD & R..........................Combination Towel
..................Dispenser & Receptacle
CTR......................................................Center CTSK..........................................Countersunk CU.........................................................Cubic CUB....................................................Cubicle CYL L........................................Cylinder Lock (D)....................................................Demolish D...........................................................Depth D.A...........................................Drainage Area D.CL............................................Door Closer D.F...............................................Douglas Fir D.H.............................................Double Hung DBL......................................................Double DIA...................................................Diameter DEG.....................................................Degree DEMO.............................................Demolition DEPT............................................Department DET.......................................................Detail DF.......................................Drinking Fountain DFR..............................................Door Frame DIF..................................................Difference DIFF....................................................Diffuser DIM.................................................Dimension DISP................................................Dispenser DIST..................................................Distance DIV.......................................................Divider DLV..............................................Door Louver DMPF........................................Dampproofing DMPR.................................................Damper DN..........................................................Down DOP..........................................Door Opening DR..........................................................Door DS.................................................Downspout DSP..........................................Dry Standpipe DST.................................................Door Stop DT....................................................Drain Tile DUPL................................................Duplicate DWG..................................................Drawing DWR...................................................Drawer (E)......................................................Existing E..............................................................East E.......................................................Electrical EA...........................................................Each EDF........................Electric Drinking Fountain
EF................................................Electric Fan EJ..........................................Expansion Joint EL.....................................................Elevation ELAST.........................................Elastometric ELEC................................................Electrical ELEV..................................................Elevator EMER............................................Emergency EMP........................Electrical Metallic Tubing
ENAM..................................................Enamel ENCL...............................................Enclosure ENGR...............................................Engineer EO..........................................Electrical Outlet E.O.S..........................................Edge of Slab EP..........................................Electrical Panel EQ.........................................................Equal EQPT.............................................Equipment EQUIV............................................Equivalent ERECT...............................................Erection ESMT..............................................Easement EST...................................................Estimate ETR...................................Existing to Remain EWC..............................Electric Water Cooler
EXC...................................................Excavate EXIST..................................................Existing EXP BT...................................Expansion Bolt EXP................................Expanded/Expansion
EXP JT...................................Expansion Joint EXT.....................................................Exterior EXTN...............................................Extension EXTR................................Extrusion, Extruded F/...........................................................From F&F........................Furniture and Furnishings
FA...................................................Fire Alarm FBD................................................Fiberboard FD.................................................Floor Drain FDMPR........................................Fire Damper FDN...............................................Foundation FEC........................Fire Extinguisher Cabinet
FEXT....................................Fire Extinguisher FF.................................................Finish Floor FGL.................................................Fiberglass FH...................................................Fire Hose FHC...................................Fire Hose Cabinet FHCS.......................Flat Head Counter Sunk
F.H.V.E.C.......................Fire Hose Valve and
......................................Extinguisher Cabinet F.H.W.S......................Flat Head Wood Screw
FIN.........................................................Finish FIN.FL...........................................Finish Floor FIN GR........................................Finish Grade FIXT......................................................Fixture FL............................................................Floor FLDG...................................................Folding FLR................................................Floor (ing) FLUOR.........................................Fluorescent FOC....................................Face of Concrete FOF..........................................Face of Finish FOM.....................................Face of Masonry FOS..........................................Face of Studs FOSTL.......................................Face of Steel FPRF...........................................Fireproofing FR.................................................Fire Rating FRP............................Fiber Reinforced Panel
F.R.P.T........Fire Retardant Pressure Treated
F.R.T...........................Fire Retardant Treated
FS.....................................................Far Side F.S....................................................Full Size FSH..................................Fire Sprinkler Head FSP..........................................Fire Standpipe FSTNR..............................................Fastener F.T...............................................Fire Treated FT...............................................Foot or Feet FTG.....................................................Footing FURN................................................Furniture FURR...................................................Furring FUT.......................................................Future F.V.C......................Fire Hose Valve Cabinet
FXTR....................................................Fixture GA...........................................Gage or Gauge GAL.......................................................Gallon GALV.............................................Galvanized GB...................................................Grab Bar GDR...............................................Guard Rail GEN................................................Generator GENL..................................................General G.F.R.C…..Glass Fiber Reinforced Concrete
GL..........................................................Glass GMKD.............................Grand Master Keyed
GND.....................................................Ground GOVT...........................................Government GP..........................................Gypsum Plaster GR............................................Grade (e)(ing) GR.LN............................................Grade Line GRL.........................................................Grille GRP.......................................................Group GSKT...................................................Gasket GRTG...................................................Grating GSM..........................Galvanized Sheet Metal
GT...........................................................Grout GUT.......................................................Gutter GV................................................Gravity Vent GWB.................................Gypsum Wall Board
GYP BD...................................Gypsum Board
GYP....................................................Gypsum GYP PLAS..............................Gypsum Plaster
H PLAM....................High Pressure Laminate
HB...................................................Hose Bib HCMU.............Hollow Concrete Masonry Unit
HD..........................................................Hand H.D...............................................Hand Dryer HDR.....................................................Header HDWD.............................................Hardwood HDWE..............................................Hardware HGR.....................................................Hanger HM..............................................Hollow Metal H.M.D.................................Hollow Metal Door H.M.F...............................Hollow Metal Frame
HNDRL............................................Hand Rail HO.................................................Hold-Open HORIZ.............................................Horizontal HR...........................................................Hour H.S.B................................High Strength Bolt HT.........................................................Height HTG....................................................Heating HTR......................................................Heater HV.................................................Hose Valve HVAC…………..…….Heating, Ventilation and
………………………………...Air Conditioning
HYDR...............................................Hydraulic ID...........................................Inside Diameter IN................................................Inch, Inches INC............................................Inside Corner INCAND.....................................Incandescent INDL.................................................Industrial INFO..............................................Information INL...........................................................Inlet INSTL.............................................Installation INSUL...............................................Insulation INSUL PNL.............................Insulated Panel
INT.......................................................Interior INV.........................................................Invert JAN.......................................................Janitor J.B.............................................Junction Box JST..........................................................Joist JT............................................................Joint KD...................................................Kiln Dried KO...................................................Knockout K.O.P......................................Knockout Panel KPL.................................................Kick Plate L...........................................................Length LAB................................................Laboratory LAM...............................................Lamination LATL....................................................Lateral LAV...................................................Lavatory LB.......................................................Pound LBR.....................................................Lumber LD............................................Linear Diffuser LDG....................................................Landing LDR......................................................Leader LF.................................................Linear Foot LG........................................................Length LH...................................................Left Hand LIB.......................................................Library LIN.........................................................Linear LIQ.........................................................Liquid LKR.......................................................Locker LL....................................................Live Load LOC...................................................Location LONG...........................................Longitudinal LT............................................................Light LT. WT.........................................Light Weight LTG.....................................................Lighting LTG. PNL..................................Lighting Panel LVR.......................................................Louver LW PLAST.........................Lightweight Plaster
M.B............................................Machine Bolt MAC RM..................................Machine Room
MAINT.........................................Maintenance MAN.....................................................Manual MAS...................................................Masonry MATL..................................................Material MAX.................................................Maximum M.B.H.................................Mop/Broom Holder
MECH............................................Mechanical MEP............... Mechanical/Electrical/Plumbing
MEMB.............................................Membrane MTL........................................................Metal MEZZ..............................................Mezzanine MFR............................................Manufacturer MH.....................................................Manhole MIN...................................................Minimum MIR........................................................Mirror MISC.........................................Miscellaneous MLDG..................................................Molding M.O......................................Masonry Opening MOD..............................................Module (ar) MTD...................................................Mounted MTG..................................................Mounting MULT...................................................Multiple MWP.......................Membrane Waterproofing
N..............................................................North NA............................................Not Applicable NIC........................................Not in Contract NPRN...............................................Neoprene NO......................................................Number NOM...................................................Nominal NTS............................................Not to Scale O/............................................................Over OA........................................................Overall O.C.................................................On Center OD.......................................Outside Diameter OFCI...Owner Furnished, Contractor Installed
OFOI..........Owner Furnished, Owner Installed
OFF........................................................Office OPNG.................................................Opening OPP...................................................Opposite OPP HD...................................Opposite Hand
OUC........................................Outside Corner OVC............................................Over Current OVFL..................................................Overflow OVHD...............................................Overhead PLBG................................................Plumbing PAR.....................................................Parallel PC, POLYCARB........................Polycarbonate
P.C. CON..........................Pre-Cast Concrete
PCP.........................Portland Cement Plaster
PED...................................................Pedestal PERF..............................................Perforated PERIM..............................................Perimeter PERM.............................................Permanent PERP.........................................Perpendicular PL...........................................................Plate PI.P......................................Poured-in-Place PLAM....................................Plastic Laminate PLAS....................................................Plaster PLYWD, PWD....................................Plywood
PNL........................................................Panel PT, PTD..................................................Paint POL....................................................Polished POLY...........................................Polyethylene POS.....................................................Positive PREFAB.....................................Prefabricated PREFIN..........................................Prefinished PR............................................................Pair PROJ....................................................Project PROP.................................................Property P.SH.............................................Purse Shelf P.T.......................................Pressure Treated PTN....................................................Partition P.T.R.........................Paper Towel Receptacle
PTD.........................................................Paint PV................................................Photovoltaic PVC.....................................Polyvinyl Chloride QT..........................................................Quart QT..................................................Quarry Tile QTR.....................................................Quarter QTY....................................................Quantity QUAL....................................................Quality R.............................................................Riser RAD......................................................Radius RBR.....................................................Rubber RCP.............................Reflected Ceiling Plan
R.D.................................................Roof Drain REC.................................................Recessed RECMD............................Recommend (ation)
REF.............................................Refer (ence) REFR...........................................Refrigerator REINF...................Reinforce (d) (ing) (ment)
REM..............................................Removable REQD...............................................Required REQMTS...................................Requirements
RESIL................................................Resilient RFG....................................................Roofing RGTR................................................Register RH................................................Right Hand RLG.....................................................Railing RM........................................................Room RND.....................................................Round R.O........................................Rough Opening R.W.C..........................Rain Water Conductor
R.W.L................................Rain Water Leader
S............................................................South S.A.D....................See Architectural Drawings
SAN....................................................Sanitary SASF...................Self Adhered Sheet Flashing
SAWDF..Self Adhered Window & Door Flashing
S.B.............................................Splash Block SC.................................................Solid Core S.C.D.................................See Civil Drawings SCHED..............................................Schedule S.DET.....................................Smoke Detector SD...............................................Storm Drain SECT...................................................Section S.E.D.........................See Electrical Drawings
S.EX.D...........................See Exhibit Drawings
SF................................................Square Feet SGL........................................................Single SHT...............................................Sheet (ing) SHV............................................Shelves (ing) SIM.......................................................Similar SL...........................................................Slope S.L.A.D....................See Landscape Drawings
SLV........................................................Sleeve S.M.D......................See Mechanical Drawings
SMS.................................Sheet Metal Screws
SND.......................Sanitary Napkin Dispenser
SNR.....................Sanitary Napkin Receptacle
SPC.......................Suspended Plaster Ceiling
S.P.D.........................See Plumbing Drawings
SPEC...........................................Specification SPKLR...............................................Sprinkler SPKR..................................................Speaker SPLY.....................................................Supply SQ........................................................Square SQ FT..........................................Square Foot SQ IN..........................................Square Inch SQ YD.........................................Square Yard SS...........................................Sanitary Sewer S.STL.. ...................................Stainless Steel S.S.M.B.............Stainless Steel Machine Bolt
S.S.D........................See Structural Drawings
STA......................................................Station STD...................................................Standard STL.........................................................Steel STOR...................................................Storage STRUCT.....................................Structure (al) SURF...................................................Surface SUSP..............................................Suspended SUSP. CLG........................Suspended Ceiling
SVCE...................................................Service SVCE.SK......................................Service Sink S.W....................................................Sidewalk SYM.....................................................Symbol SYS......................................................System T................................................................Tee T.C.S................Terne-Coated Stainless Steel
T.D.R...................Towel Dispenser/Receptacle
T&G.................................Tongue and Groove
TEL..................................................Telephone TEMP....................Temperature or Temporary
TER....................................................Terrazzo THK..................................................Thickness THRES.............................................Threshold THRU..................................................Through TK BD..........................................Tack Board TMPD...............................................Tempered T.O.......................................................Top of T.O.B.........................................Top of Beam T.O.C..........................................Top of Curb T.O.P...................................Top of Pavement T.O.SL..........................................Top of Slab T.O.S...........................................Top of Steel T.O.W...........................................Top of Wall TPH..................................Toilet Paper Holder TRANS.........................................Transparent TRD........................................................Tread NOTE:

1. Not all abbreviations listed below appear in the documents

2. Abbreviations apply whether or not they contain periods

3. Definitions for abbreviations for particular drawings may appear on those drawings. Abbreviations for engineering drawings may appear on the general information sheets for those discipines.

ARCHITECTURAL ABBREVIATIONS
TS..................................................Tube Steel TV.....................................................Television TYP.......................................................Typical UFCI...Owner Furnished, Contractor Installed
UFUI...........Owner Furnished, Owner Installed
UNEX...........................................Unexcavated UNFIN..............................................Unfinished UON...........................Unless Otherwise Noted
UTIL........................................................Utility VAP........................................................Vapor VAP.BAR....................................Vapor Barrier VAP PRF......................................Vapor Proof VAT....................................Vinyl Asbestos Tile VAV..................................Variable Air Volume VB..................................................Vinyl Base VCT..............................Vinyl Composition Tile VDT.............................Video Display Terminal
VENT................................................Ventilator V.E.J.........................Vertical Expansion Joint
VERT....................................................Vertical VEST..................................................Vestibule VFAT........................Vinyl Faced Acoustic Tile
VIF............................................Verify In Field VIN...........................................................Vinyl VNR......................................................Veneer VTR....................................Vent through Roof VWC..................................Vinyl Wall Covering W............................................................Water W.............................................................West W............................................................Width W/............................................................With WO............................................Where Occurs W/O.....................................................Without W/D...........................................Washer/Dryer WC..............................................Water Closet WD..........................................................Wood WDW...................................................Window W GL..............................................Wire Glass W.H..................................................Wall Hung WLD.....................................................Welded WP.........................................Waterproof (ing) W.P............................................Working Point WP MEMB....................Waterproof Membrane
WR.........................................Water Resistant WS........................................Weatherstripping WSCT...............................................Wainscot WT........................................................Weight WTRPRF....................................Waterproofing WSP........................................Wet Stand Pipe

DETAILS ARE NUMBERED ACCORDING TO

THEIR LOCATION ON EACH SHEET AND
ARE NOT NUMBERED CONSECUTIVELY.

EACH MODULE MAINTAINS THE NUMBER

ASSOCIATED WITH IT

THIS SYSTEM CAN BE APPLIED TO ANY

DRAWING THAT CONTAINS MULTIPLE
IMAGES. THE IMAGES ARE NUMBERED

ACCORDING TO THE MODULE SYSTEM

SHOWN ILLUSTRATED TO THE LEFT

EACH DETAIL MAY OCCUPY ONE OR
MORE WHOLE MODULES. THE DETAIL

MODULE IS USED TO ESTABLISH THE

IDENTIFYING LABEL FOR EACH DETAIL,

NOT TO LIMIT THE SIZE OF THE DETAIL

DETAIL MODULE LAYOUT

DETAIL NUMBERING EXAMPLE

THE NUMBER OF THE MODULE WHICH

OCCURS IN THE LOWER LEFT CORNER

OF A SINGLE MODULE OR SEVERAL

MODULES GROUPED TOGETHER WILL

DEFINE THE FINAL DETAIL NUMBER AS

SHOWN IN THE ILLUSTRATION TO THE
LEFT. ALTHOUGH THE MODULE

NUMBERS OCCUR IN CONSECUTIVE

ORDER, NOT ALL NUMBERS ARE

NECESSARILY USED ON EACH SHEET
20 19
18 17
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
10 9
6 5
2 1
8 7
20 19
17 15

MODULAR LAYOUT DETAIL NUMBER

OVERHEAD ROLLING
DOOR

PAIR DOORS - UNEQUAL
SIZES

DOUBLE ACTING DOOR
SINGLE OPENING DOOR 2 PANEL BI-FOLD DOOR

PAIR - BI FOLD DOOR

DOOR OPENING MARK

PAIR DOORS - EQUAL SIZES

PAIR DOORS - DOUBLE
EGRESS

DOOR WITH SIDE LIGHT

SLIDING DOOR - BETWEEN
JAMBS

SLIDING POCKET DOOR
122

INTERIOR GLAZED
WINDOW
122
122 122
122
122 122 122
122
122

DOOR AND INTERIOR OPENINGS SYMBOLS

ARCHITECTURAL MATERIAL INDICATIONS
EARTH

AGGREGATE BASE
COURSE

CONCRETE

CONCRETE MASONRY UNIT

BRICK MASONRY

SOLID SURFACE

STEEL, STAINLESS
STEEL

ALUMINUM
STONE

WOOD FRAMING -

CONTINUOUS

WOOD FRAMING -

DISCONTINUOUS

PLYWOOD

VERTICAL GRAIN WOOD

RIGID INSULATION

MINERAL FIBER INSULATION

BATT INSULATION

PLASTER, MORTAR, SAND, FIREPROOFING,

TERRAZZO

COMPOSITE BOARD

ACOUSTIC CEILING TILE
GLASS

ELEVATION - PLAN - RCP

SECTION

BUILDING PAPER & FABRIC

FLASHING

EXPANDED METAL LATH

WIRE MESH
STONE

HORIZONTAL GRAIN WOOD
WOOD

PLASTER

GYPSUM BOARD

ACOUSTIC PANEL

PERFORATED METAL

GYPSUM BOARD

CEILING

BASE CABINETS

BASE AND WALL

CABINETS

WALL CABINETS

TOILET PARTITION AND
DOOR

TOILET - WALL HUNG

URINAL - FLOOR/WALL
HUNG

LAVATORY - COUNTERTOP

LAVATORY -

PEDESTAL/WALL HUNG

GENERAL SYMBOLS

PLUMBING SYMBOLS
10' - 0"

HANDRAIL

BUMPER GUARD
CG CG

CORNER GUARD

EDGE GUARD

OVERHEAD ITEMS

UNDER-COUNTER
ITEMS
NIC

NOT-IN-CONTRACT
ITEMS
10' - 0"
10' - 0"

JANITOR'S RECEPTOR

DRINKING FOUNTAIN / EWC
EG

DIMENSION SYMBOLS

UTILITY SINK

BATHTUB
SHOWER

FLOOR DRAIN IN SLOPING
FLOOR
FEC
FEC
FEXT
FEC

FIRE EXTINGUISHER

BRACKET MOUNTED

FIRE EXTINGUISHER

SURFACE MOUNTED

FIRE EXTINGUISHER

CABINET

SEMI-RECESSED

FIRE EXTINGUISHER

CABINET RECESSED
DIMENSION SHOWN TO:
- STRUCTURAL GRID
- LAYOUT GRID

GRID LINE TYPICAL
DIMENSION SHOWN TO:
- CENTERLINE OF

ASSEMBLY
- CENTER OF OPENING
- CENTER OF EQUIP/
FURN

CENTER LINE TYPICAL
DIMENSION SHOWN TO:
- PARTITION ASSEMBLY
- EDGE OF DOOR

OPENING
- OTHER BUILDING

ELEMENT
- WPT INDICATED ON
DETAIL
FD

ARCH FLOOR PLAN SYMBOLS

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:59:31 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt As indicated
G0.02

ARCHITECTURAL

ABBREVIATIONS

AND SYMBOLS

SCCS EDUCATOR

HOUSING
Author
23132

16.31 EXISTING SINGLE STORY BUILDING
& COVERED EXTERIOR PORCH

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:59:32 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 12" = 1'-0"
G0.11

PROJECT

RENDERINGS

SCCS EDUCATOR

HOUSING
Author
23132

NOT TO SCALE

RENDERING - NE VIEW AT VEHICULAR ENTRY
SCALE: 12" = 1'-0"

RENDERING - NE VIEW OF LOBBY & COMMUNITY ROOM

16.32 PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:59:34 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 12" = 1'-0"
G0.12

PROJECT

RENDERINGS

SCCS EDUCATOR

HOUSING
Author
23132
SCALE: 12" = 1'-0"
3D VIEW - VIEW FROM DELAWARE ST.

SCALE: 12" = 1'-0"
3D VIEW - SOUTHEAST AERIAL

16.33 PROPOSED BUILDING

PROPOSED BUILDING

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:59:35 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 12" = 1'-0"
G0.13

PROJECT STREET
VIEWS

SCCS EDUCATOR

HOUSING
Author
23132
SCALE: 12" = 1'-0"
VIEW FROM SWIFT ST. (FROM NORTHEAST)
SCALE: 12" = 1'-0"
VIEW FROM SWIFT ST. (FROM EAST)
SCALE: 12" = 1'-0"
VIEW FROM SWIFT ST. (FROM SOUTHEAST)

16.34 RESIDENTIAL DWELLING NEIGHBORHOOD ON EAST SIDE OF SWIFT NORTH SIDE OF DELAWARE AVE. AT WESTERN BOUNDARY OF SITE:

COMMERCIAL / INDUSTRIAL NEIGHBORHOOD
NORTH SIDE OF DELAWARE AVE. @ SWIFT ST., AT WESTERN BOUNDARY OF SITE:

COMMERCIAL / INDUSTRIAL NEIGHBORHOOD
RESIDENTIAL DWELLING NEIGHBORHOOD ON EAST SIDE OF SWIFT RESIDENTIAL DWELLING NEIGHBORHOOD ON EAST SIDE OF SWIFT LOW-RISE BUILDING ADJACENT TO PROJECT @ SWIFT STREET DEVELOPMENT @ NORTH SIDE OF DELAWARE AVENUE DEVELOPMENT @ NORTH SIDE OF DELAWARE AVENUE DEVELOPMENT ADJACENT TO PROJECT @ SOUTH SIDE OF DELAWARE AVENUE DEVELOPMENT ADJACENT TO PROJECT @ SOUTH SIDE OF DELAWARE AVENUE DEVELOPMENT @ NORTH SIDE OF DELAWARE AVENUE DEVELOPMENT @ NORTH SIDE OF DELAWARE AVENUE DEVELOPMENT @ NORTH SIDE OF DELAWARE AVENUE DEVELOPMENT @ NORTH SIDE OF DELAWARE AVENUE

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 11:33:18 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 12" = 1'-0"
G0.14

NEIGHBORHOOD

CONTEXT IMAGES

SCCS EDUCATOR

HOUSING
Author
23132
SCALE: 12" = 1'-0"

NEIGHBORHOOD CONTEXT IMAGES

16.35 THIS IS A MULTLI-FAMILY HOUSING PROJECT FOR EDUCATORS AND WORKERS EMPLOYED BY SANTA CRUZ CITY SCHOOLS ("SCCS") DISTRICT LOCATED AT 313 SWIFT STREET. THE PROJECT INCLUDES 100 RESIDENTIAL APARTMENT UNITS AND ASSOCIATED SITEWORK. THE DWELLING UNITS WILL BE STACKED FLATS CONSISTING OF

A MIX OF STUDIO, ONE-BEDROOM, TWO-BEDROOM, AND THREE-BEDROOM APARTMENT

UNITS WITH AMENITIES TYPICAL TO SIMILAR BUILDINGS, SUCH AS A LAUNDRY ROOM, COMMUNITY ROOM & LOUNGES AND BIKE STORAGE ROOMS. OFF-STREET SURFACE

VEHICLE PARKING WILL BE ACCOMMODATED WITH SURFACE LOTS ALONG THE NORTH END OF THE SITE. THE PROJECT WILL BE A 4-STORY STRUCTURE TOTALING 120,604 GSF; THE PROJECT PROPERTY ENCOMPASSES 177,584 SF (4.08 ACRES) OF TOTAL SITE AREA AND INCLUDES (2) EXISTING BUILDINGS TO REMAIN ALONG SWIFT STREET AND IS OWNED

BY SCCS DISTRICT

PROJECT DESCRIPTION
PROJECT LOCATION:
313 SWIFT STREET
SANTA CRUZ, CA 95060
APN: 003-16-132
PARCEL AREA: 177,584 SQ. FT. / 4.08 ACRES

ZONING SUMMARY
GENERAL PLAN LAND USE DESIGNATION:

ZONING DISTRICT:

ADJACENT ZONING DISTRICT:

CF (COMMUNITY FACILITES)

PF (PUBLIC FACILITIES DISTRICT)
R-1-5
I-G / PER2

ZONING CONTROLS CHART
F.A.R.

REQUIRED PROPOSED NOTES

2.5 MAXIMUM
(443,960 SQ. FT.)

0.68 (120,604 SQ. FT. / 177,584 SQ. FT.)

PER GENERAL PLAN CF LAND

USE DESIGNATION

DWELLING UNIT

DENSITY
43 DU / ACRE MAX. 24.5 DU / ACRE
100 DU'S
- PER SCMC 24.16.255, MAXIMUM DU /

ACRE DERIVED FROM CALCULATIONS

USING PARCEL COVERAGE, HEIGHT
LIMITS, F.A.R. CAN BE FOUND IN THE

LONGER DESCRIPTION UNDER 'DWELLING
UNIT DENSITY' ON THIS SHEET.
- RESIDENTIAL DENSITY CLASSIFICATION
PER SC GENERAL PLAN 2030 IS M -

MEDIUM-DENSITY RESIDENTIAL
PARCEL

COVERAGE
40% MAXIMUM EXISTING:
3%
(5,439 SQ. FT. / 177,584 SQ. FT.)
NEW:
16%
(28,276 SQ. FT. / 177,584 SQ. FT.)
TOTAL:
19%
(33,715 SQ. FT. / 177,584 SQ. FT.)

DOES NOT INCLUDE UPPER
LEVEL ARTICULATION.

OPEN SPACE 8,000 S.F.
(80 SQ. FT. / 100 DU)
4% OF SITE
53,000 S.F.
(530 S.F. / DU)

29.8% OF SITE
PER SCMC 24.12.185(8)

SETBACKS
FRONT - SWIFT ST.

REAR
SIDE

INTERIOR SIDE
20'
0'
0'
0'
241' - 3"
20' - 8"
70' - 11"
17' - 7"
PER SCMC 24.10.1790(2), SETBACKS ARE:

PER ADJACENT ZONE: R-1-5
PER ADJACENT ZONE: I-G / PER2
PER ADJACENT ZONE: I-G / PER2
PER ADJACENT ZONE: I-G / PER2

OFF STREET

PARKING
0 SPACES
- PER AB 2097
119
- 40 STANDARD / 58 COMPACT
- 3 STANDARD ADA / 3 VAN ADA

PARKING REPORT BY FREAR&PEERS

CALCULATED FULL PARKING
CONTAINMENT AS 1.2 SPACES / 1 DU.

ELECTRIC

VEHICLE

CHARGING
15 12% OF TOTAL SPACES REQUIRED
PER SCMC 24.12.241
BIKE

PARKING
CLASS 1: 100
CLASS 2: 25
CLASS 1: 103
- 55 IN BUILDING BIKE ROOMS
- 48 IN BIKE DEPOTS
CLASS 2: 26
CLASS 1: 1 / 1 DU
CLASS 2: 1 / 4 DU
PER SCMC 24.12.250
HEIGHT 50' MAX. 50' PER SCMC 24.10.1790(1), THE LIMITS ARE:
- 35' IN RESIDENTIAL AREAS
- 50' IN COMMERCIAL/INDUSTRIAL AREAS
15 (INCLUDES 2 ADA EV

CHARGING STALLS)
BIKE

SERVICE STATION
1 2 PER SCMC 24.12.250.3

BUILT ON AN UNDERUTILIZED PARCEL OWNED BY THE SANTA CRUZ CITY SCHOOLS DISTRICT, THE PROJECT AIMS TO ACHIEVE A BEST USE OF THE LAND BY CONSTRUCTING A NEW MULTIFAMILY HOUSING BUILDING TO FILL A CRITICAL GAP IN AFFORDABLE HOUSING OPTIONS FOR THE EDUCATORS WORKING IN THE SCHOOL DISTRICT.

EXISTING CONDITIONS

THE SITE IS CURRENTLY OCCUPIED BY SURFACE PARKING, AN UNCOVERED STORAGE YARD, AND IMPERVIOUS PAVING, AS WELL AS THE FOLLOWING STRUCTURES:
• (1) ONE STORY, 2,077 S.F. ADMINISTRATIVE BUILDING TO REMAIN W/ EXISTING BUSINESS (B) USE. BUILDING IS CURRENTLY OCCUPIED BY THE SANTA CRUZ EDUCATION FOUNDATION, WHICH WILL MOVE OUT PRIOR TO THE START OF CONSTRUCTION. SPACES

PROPOSED TO BE USED BY PROPERTY MANAGEMENT OFFICES AND SUPPORT SPACES FOR THE PROPOSED RESIDENTIAL DEVELOPMENT.
• (1) ONE STORY, 3,308 S.F. EDUCATIONAL BUILDING USED THE WESTSIDE PARENT EDUCATION NURSERY SCHOOL, WHICH WILL MOVE OUT BY JANUARY 1, 2025. THE

BUILDING IS TO REMAIN, BUT THE USE IS PROPOSED TO BE CHANGED TO STORAGE EXCLUSIVELY FOR RESIDENTS OF THE PROPOSED RESIDENTIAL DEVELOPMENT.

EXISTING RESTROOMS TO REMAIN FOR RESIDENT USE ONLY.
• (2) ONE STORY MOBILE, PORTABLE CLASSROOM BUILDINGS USED BY THE SANTA CRUZ OFFICE OF EDUCATION TRANSITION PROGRAM, WHICH WILL MOVE OUT BY JUNE, 2025.

THESE BUILDINGS WILL BE REMOVED FROM THE PROPERTY.

ADDITIONALLY, THE SITE ALSO CONTAINED A BUILDING THAT HAS PREVIOUSLY BEEN DEMOLISHED. A PERMIT FOR THIS DEMOLITION COULD NOT BE LOCATED.

SITE DESIGN
THE SITE ITSELF - 313 SWIFT ST. - IS CURRENTLY OCCUPIED BY TWO EXISTING, SINGLE STORY OFFICE BUILDINGS ON THE EASTERN THIRD OF THE PLOT, THAT ARE TO REMAIN. ONE

OF THESE IS PROPOSED TO BE CONVERTED TO STORAGE USE FOR THE NEW BUILDING'S

RESIDENTS AND THE OTHER WILL HOUSE RESIDENTIAL SUPPORT SPACES SUCH AS PROPERTY MANAGEMENT OFFICES. THE WESTERN TWO-THIRDS OF THE PLOT WILL BE OCCUPIED BY THE PROPOSED 4-STORY RESIDENTIAL STACKED FLAT BUILDING.

THE SITE DESIGN PROPOSED IS INTENDED TO MAXIMIZE DENSITY WITHIN A MINIMAL

BUILDING FOOTPRINT, SO THAT THE REMAINDER OF THE SITE CAN BE DEVELOPED INTO LANDSCAPED AREAS. THE LANDSCAPE PLAN, DESCRIBED ON L1.00, AIMS TO FOSTER A

SENSE OF COMMUNITY IN THE BUILDING'S RESIDENTS THROUGH SHARED OUTDOOR GATHERING SPACES IN A PARK-LIKE SETTING. THIS STRATEGY ALSO ALLOWS FOR THE

INCLUDING OF A LARGER SURFACE PARKING LOT FOR THE RESIDENTS, MINIMIZING

ADDITIONAL STRESS ON ON-STREET PARKING IN THE ADJACENT RESIDENTIAL NEIGHBORHOOD TO THE EAST OF THE SITE.

THE PROJECT ALSO PROPOSED A NEW PEDESTRIAN FOOTPATH FROM SWIFT ST. TO

SERGEANT DERBY PARK, TO FORMALIZE THE CURRENT, INFORMAL ACCESS PATH AS AN ADDITIONAL PUBLIC BENEFIT ON THE SITE.

BUILDING DESIGN

THE BUILDING DESIGN AIMS TO RESPOND TO THE SITE'S URBAN CONTEXT AND UNIQUE

CIRCUMSTANCES AS A ZONE OF TRANSITION BETWEEN THREE DISPARATE URBAN CONDITIONS. THE NEIGHBORHOOD TO THE NORTH AND NORTHWEST IS CHARACTERIZED BY

LARGER, MORE INDUSTRIAL SCALED BUILDINGS AND THEIR RESPECTIVELY LARGER PARCELS; TO THE SOUTH AND EAST, SMALLER, MORE FINE-GRAINED, SINGLE FAMILY, SINGLE STORY HOMES DOMINATE THE NEIGHBORHOOD; DIRECTLY TO THE SOUTHWEST, SERGEANT DERBY PARK IS A GREEN SPACE FOR RESIDENT ENRICHMENT; AND FINALLY, THE OPEN FIELD OF THE GATEWAY SCHOOL THAT TERMINATES AT STOCKTON AVE., WHICH CREATES A VIEW CORRIDOR TO THE OCEAN, 600 YARDS AWAY.

THE GOAL OF THE DESIGN IS ALSO TO ARTICULATE THE SEPARATE UNITS AND RESIDENTIAL

CHARACTER OF THE BUILDING AND ITS INHABITANTS WITHIN THE LARGER, COLLECTIVE FORM OF THE BUILDING AND THE COMMUNITY IT HOPES TO CREATE.

THE BUILDING DESIGN RESPONDS TO THESE CONDITIONS IN THE FOLLOWING WAYS:
• THE BUILDING IS BROKEN UP INTO THREE DISTINCT MASSES, OR WINGS, CONNECTED BY

EXTERIOR BRIDGES, WHICH MIMIC THE SCALE OF THE INDUSTRIAL BUILDINGS AND

REINFORCE THE COLLECTIVE NATURE OF THE NEW COMMUNITY, WHILE ALSO ENSURING THE BUILDING DOES NOT OVERWHELM ITS IMMEDIATE NEIGHBORS. • THE MASSING OF EACH WING IS FURTHER DEFINED INTO LONGER, SIDE-BY-SIDE BARS: A

SHED ROOF VOLUME, INSPIRED BY LARGE SCALE INDUSTRIAL BUILDING TYPOLOGIES,

AND A RECTANGULAR VOLUME WITH ARTICULATED FORMS THAT ARE MORE COMMONLY FOUND ON MID-SIZE RESIDENTIAL BUILDINGS.
• THE WINGS ARE ARRANGED TO PROVIDE A VARIETY OF LANDSCAPE EXPERIENCES, RANGING FROM A "FRONT YARD" AT THE NORTHEAST, BY THE BUILDING LOBBY AND COMMUNITY ROOM, A MORE PRIVATE "BACK YARD" AT THE NORTHWEST, AND A

COMMUNAL INTERIOR COURTYARD THAT ANGLES TO OPEN TOWARD THE VIEW CORRIDOR TO THE BEACH.
• THE ARTICULATION, MODULATION OF PLANES, AND EXPRESSION OF ROOF FORMS ON THE

FACADES ADHERES TO THE SANTA CRUZ RESIDENTIAL OBJECTIVE DESIGN STANDARDS

SO THAT IT CAN HARMONIZE WITH THE RESIDENTIAL CONTEXT WHILE ALSO EXPRESSING THE INDIVIDUALITY OF THE UNITS CONTAINED WITHIN.

DESIGN NARRATIVE
P-F: PUBLIC FACILITIES DISTRICT
USE

THE PROPOSED PROJECT IS BEING SUBMITTED AS A PLANNED DEVELOPMENT PERMIT, WHICH ALLOWS FOR VARIATIONS FROM CODIFIED USES PER SCMC 24.08.720.

RESIDENTIAL USES ARE NOT A PRINCIPALLY PERMITTED USE PER SCMC 24.10.1765 OR A CONDITIONALLY PERMITTED USE PER SCMC 24.10.1770. HOWEVER, SCMC 24.10.1780 STATES:

ANY OTHER USE OR SERVICE ESTABLISHMENT DETERMINED BY THE ZONING

ADMINISTRATOR TO BE OF THE SAME GENERAL CHARACTER AS THE FOREGOING USES,

AND WHICH WILL NOT IMPAIR THE PRESENT OR POTENTIAL USE OF ADJACENT PROPERTIES, MAY BE PERMITTED.

THE PURPOSE OF THE P-F DISTRICT, WHICH, IN SCMC 24.10.1760, IS STATED TO:

DESIGNATE PUBLIC BUILDINGS AND FACILITIES AND TO ENSURE THAT THERE IS A COMPATIBLE RELATIONSHIP BETWEEN SUCH USES AND THE SURROUNDING AREAS.

THE PROPOSED RESIDENTIAL USE IS RESERVED FOR SCCS EMPLOYEES ONLY AND THE BUILDING AND PROPERTY WILL BE WHOLLY OWNED BY SCCS. THIS USE IS ALSO COMPATIBLE WITH THE ADJACENT RESIDENTIAL R-1-5 ZONES TO THE EAST, THE SOUTH (ON THE OTHER

SIDE OF THE GATEWAY SCHOOL) AND THE SOUTHWEST (ON THE OTHER SIDE OF SERGEANT DERBY PARK.

THE PROPOSED RESIDENTIAL USE IS MOST SIMILAR TO THE CONDITIONALLY PERMITTED USES DESCRIBED IN SCMC 24.10.1770(2) WHICH REQUIRE A SPECIAL USE PERMIT AND A DESIGN PERMIT.

HEIGHT
PER SCMC 24.10.1790, THE HEIGHT LIMITS FOR P-F DISTRICTS ARE SET AT:
• 35' FOR RESIDENTIAL AREAS
• 50' FOR COMMERCIAL OR INDUSTRIAL AREAS

AS PREVIOUSLY DISCUSSED WITH THE SANTA CRUZ PLANNING DEPARTMENT, THE HEIGHT LIMIT FOR THE PROPOSED PROJECT WAS SET AT 50' DUE TO THE SITE LOCATION AT THE TRANSITION POINT FROM RESIDENTIAL TO INDUSTRIAL USES.

THE PROJECT PROPOSED IS 4 STORIES, AND 50' HIGH, AS MEASURED TO THE MIDPOINT OF

SLOPED ROOFS, TO ACHIEVE THE GOALS OF MAXIMIZING AVAILABLE AFFORDABLE UNITS, OFF

STREET PARKING, PROVIDING A NEW PEDESTRIAN PATH TO SERGEANT DERBY PARK AND THE

PRESERVATION / ENHANCEMENT OF THE SITE THROUGH ITS LANDSCAPE FOR THE ENJOYMENT OF THE RESIDENTS, GREATER PUBLIC, AND LOCAL WILDLIFE.

SETBACKS
PER SCMC 24.10.1790(2) WHICH STATES:

SETBACKS SHALL REFLECT THOSE REQUIRED BY ADJACENT DISTRICTS.

THE SETBACK REQUIREMENTS ARE AS FOLLOWS:

FRONT - SWIFT ST.: 20' ADJACENT ZONE: R-1-5
REAR: 0' ADJACENT ZONE: I-G / PER2
SIDE: 0' ADJACENT ZONE: I-G / PER2
INTERIOR SIDE: 0' ADJACENT ZONE: I-G / PER2
THE PROPOSED SETBACKS ARE AS FOLLOWS:

FRONT - SWIFT ST.: 241' - 3"
REAR: 20' - 8"
SIDE: 70' - 11"
INTERIOR SIDE: 17' - 7"

THE BUILDING SETBACKS HAVE BEEN INCREASED TO ALLOW MORE SPACE FOR THE FOLLOWING:
• FRONT: TO ALLOW THE EXISTING BUILDING TO BE RETAINED AND TO MINIMIZE THE BULK AT MASSING AT THE INTERSECTION OF THE SITE AND A LOWER DENSITY, PRIMARILY 1 STORY RESIDENTAIL NEIGHBORHOOD.
• REAR: TO ALLOW FOR INCREASED OPEN SPACE AND LANDSCAPING FOR THE BENEFIT OF THE RESIDENTS OF THE PROPOSED DEVELOPMENT.
• SIDE: TO ALLOW FOR A LARGE, OFF-STREET SURFACE PARKING LOT FOR THE BENEFIT OF

THE RESIDENTS AND TO LIMIT THE IMPACT ON EXISTING PARKING IN THE ADJACENT RESIDENTIAL NEIGHBORHOOD.
• INTERIOR SIDE: TO ALLOW FOR THE CREATION OF A NEW PUBLIC PEDESTRIAN PATH FROM SWIFT ST. TO SERGEANT DERBY PARK.

PLANNING & ZONING ANALYSIS

PERMITTING NARRATIVE

THE PROPOSED PROJECT IS PURSUING A PLANNED DEVELOPMENT (PD) PERMIT UNDER THE GUIDELINES OF SCMC 24.08.700 AND CONFORMS TO THE PURPOSE OF SAID PERMIT IN THAT:
• THE PROJECT AIMS TO ADDRESS THE HOUSING AFFORDABILITY CRISIS FACING PUBLIC

EDUCATORS, SPECIFICALLY THOSE EMPLOYED BY SCCS, SERVING THE PUBLIC OBJECTIVE OF RETAINING CRITICAL PUBLIC EDUCATORS. RESIDENTIAL USES ARE NOT AN ALLOWABLE USE PER THE P-F ZONE. (SCMC 24.08.700(A)(1)
• THE DEVELOPMENT OF THE PARCEL IN QUESTION AIMS TO ESTABLISH A NEW AND

INNOVATIVE PATH FOR CALIFORNIA SCHOOL DISTRICTS TO ACHIEVE THE HIGHEST AND

BEST USE OF THEIR UNDER-UTILIZED PROPERTIES, PROVIDING A CASE STUDY FOR OTHER

TO FOLLOW AS THEY SEEK TO ADDRESS THE HOUSING AFFORDABILITY CRISIS FACING PUBLIC EDUCATORS. (SCMC 24.08.700(A)(2))
• PER SCMC 24.10.1760, THE P-F DISTRICT IS PART OF THE LOCAL COASTAL IMPLEMENTATION PLAN. (SCMC 24.08.700(B))

AS PART OF THE PD PERMIT, THE FOLLOWING PERMITS WILL ALSO BE SUBMITTED IN SUPPORT OF SAID PERMIT, AS REQUIRED BY THE SANTA CRUZ PLANNING DEPARTMENT:
• DESIGN PERMIT
• COASTAL PERMIT
• HERITAGE TREE REMOVAL PERMIT

STANDARD BUILDING PERMITS WILL BE SUBMITTED AS REQUIRED FOLLOWING THE PD PERMIT APPROVAL.

OFF STREET

LOADING
1 TYPE A
24' x 8'
1 TYPE A
24' x 8'
PER SCMC 24.12.295:

RESIDENTIAL USE, 51-200 UNITS: 1 TYPE A

OFF STREET PARKING
NO PARKING IS REQUIRED PER AB 2097, AS CONFIRMED BY THE SC PLANNING DEPARTMENT.

FOR REFERENCE ONLY, THE OFF STREET PARKING REQUIREMENTS, PER SCMC 24.12.240 ARE AS FOLLOWS:
• EXISTING BUSINESS USE: 5,490 S.F. / 300 S.F. = 19 PARKING SPACES • EXISTING PARKING PROVIDED: 47 PARKING SPACES (45 STANDARD / 2 ADA)

THE EXISTING BUSINESS USES WILL BE VACATED PRIOR TO CONSTRUCTION AND THE

BUILDINGS THEY ARE HOUSED IN WILL BE WHOLLY USED BY THE NEW RESIDENTIAL DEVELOPMENT.

NEW RESIDENTIAL USE
39 STUDIO AND 1 BR UNITS X 1 = 39 PARKING SPACES
61 2 BR AND 3 BR UNITS X 2 = 122 PARKING SPACES
RESIDENTIAL PARKING TOTAL = 161 PARKING SPACES
10% GUEST UNITS = 16 PARKING SPACES
TOTAL SPACES REQUIRED 177 PARKING SPACES
(WITHOUT AB 2095)
PARKING STUDY BY FEHR & PEERS DETERMINED THAT 1.2 PARKING SPACES WERE REQUIRED TO MEET FULL ON-SITE PARKING CONTAINMENT. CONSEQUENTLY, WE HAVE DESIGNED THE PARKING TO MEET THAT. A LARGE PORTION OF THE PARKING SPACES ARE LOCATED BEHIND A

SECURE, RESIDENT-ONLY GATE, WITH THE REMAINDER INTENDED TO BE USED BY GUESTS

AND THE EMPLOYEES OCCUPYING THE ADMINISTRATIVE OFFICES FOR THE NEW RESIDENTIAL BUILDING:

PROPOSED PARKING:

STANDARD: 40
COMPACT: 58 (48.7% OF TOTAL)
EVSE: 15 (12.6% OF TOTAL)
ADA-STANDARD: 3 (1 EVSE CAPABLE)
ADA-VAN 3 (2 EVSE CAPABLE)
TOTAL: 119

PROPOSED GUEST / EMPLOYEE PARKING, WHICH IS TO BE PUBLICLY ACCESSIBLE, LOCATED ON THE EXTERIOR SIDE OF THE PARKING LOT GATE AND ACCESSED OFF OF SWIFT ST., IS THE FOLLOWING:

STANDARD: 10
COMPACT: 12
ADA-VAN: 1
TOTAL: 23 (18% OF TOTAL)
(INCLUDED IN COUNT ABOVE)

EVCE PARKING
SCMC 24.12.241(3)(a) REQUIRES THAT NEW MULTIFAMILY RESIDENTIAL STRUCTURES WITH FIVE OR MORE UNITS REQUIRES THAT 12% OF TOTAL PARKING HAVE ELECTRIC VEHICLE SUPPLY EQUIPMENT INSTALLED:

TOTAL PARKING SPACES: 119
TOTAL EVSE SPACES: 15
PERCENT EVSE SPACES: 12.6%

OFF STREET LOADING
SCMC 24.12.295(3)(A) REQUIRES THAT NEW MULTIFAMILY RESIDENTIAL STRUCTURES WITH BETWEEN 51 - 200 UNITS PROVIDE 1 TYPE A (MINIMUM SIZE OF 24' LONG x 8' WIDE) OFF-STREET LOADING SPACE:

OFF STREET LOADING SPACES PROVIDED: 1 TYPE A

BICYCLE PARKING
SCMC24.12.250 SETS FORTH THE BIKE PARKING REQUIREMENTS FOR NEW MULTIFAMILY RESIDENTIAL DEVELOPMENTS WITH 3+ UNITS AS FOLLOWS:

CLASS 1 - 1 PER UNIT
CLASS 2 - 1 PER 4 UNITS
1 FIX-IT STATION FOR PROJECT WITH 20+ SPACES
5% TOTAL SPACES TO BE LARGE FOOTPRINT MINIMUM
REQUIRED SPACES:

CLASS 1 - 1 SPACE x 100 UNITS: 100 SPACES
CLASS 2 - 100 UNITS / 4: 25 SPACES
FIX-IT STATION: 1 STATION

LARGE FOOTPRINT SPACES
125 SPACES x .05: 6 SPACES
PROVIDED SPACES:

CLASS 1: 103 SPACES
CLASS 2: 26 SPACES
FIX-IT STATIONS: 2 STATIONS
LARGE FOOT PRINT SPACES: 6 SPACES

OPEN SPACE
SCMC 24.10.1790 DOES NOT SPECIFY OPEN SPACE REQUIREMENTS IN THE DISTRICT REGULATIONS FOR THE P-F DISTRICT. HOWEVER, SCMC 24.12.185(8)(c) DEFINES

REQUIRED OPEN SPACE FOR SPECIFIC DISTRICTS THAT ALLOW RESIDENTIAL USES AS FOLLOWS:
• PRIVATE USABLE OPEN SPACE MUST BE AT LEAST 4' IN ANY HORIZONTAL DIMENSION AND COMMON USABLE OPEN SPACE MUST BE AT LEAST 15' IN ANY HORIZONTAL DIMENSION.
• THERE SHALL BE NO LIMIT TO THE PERCENT OF THE REQUIRED OPEN SPACE

THAT MAY BE ASSIGNED TO PRIVATE BALCONY OR PATIO AREAS
• NO LESS THAN 25% OF THE TOTAL COMMON OPEN SPACE SHALL BE PERMANENTLY LANDSCAPED WITH LIVE PLANT MATERIAL....

ADDITIONALLY, SCMC 24.12.185(8)(c) DEFINES REQUIREMENTS FOR SPECIFIC LANDSCAPE FEATURES THAT ARE TO BE INCLUDED IN COMMON OPEN SPACES.

DOCUMENTATION SHOWING COMPLIANCE WITH THESE REQUIREMENTS ARE SHOWN ON THE LANDSCAPE PLANS, SPECIFICALLY SHEET L1.00 - LANDSCAPE SITE PLAN.

FOR REFERENCE, SCMC 24.12.185(8)(a) AND 24.12.185(8)(b) DEFINE REQUIRED OPEN SPACE AS FOLLOWS:
• C-C, R-T(C), C-T, C-N C-B, PA AND ALL MU DISTRICTS:
- 40 S.F. OF PRIVATE OPEN SPACE PER DU
- 20 S.F. OF COMMON OPEN SPACE PER DU
- COMMON OPEN SPACE MAY BE SUBSTITUED FOR PRIVATE OPEN SPACE AT A RATIO OF 2:1 (80 S.F. OF COMMON SPACE MAY BE SUBSTITUTED FOR 40 S.F. OF COMMON SPACE).
• IN ALL R-DISTRICTS AND IN THE R-T(A), R-T(D) AND R-T(E) DISTRICTS, THE

AMOUNT OF OPEN SPACE SHALL BE DETERMINED BY THE UNDERLYING ZONE DISTRICT STANDARD, WHICH RANGES FROM 250 S.F. TO 400 S.F. OF USABLE OPEN SPACE PER DU.

THE DESIGN OF THE PROJECT MAKES USES OF THE HEIGHT LIMIT VARIATION TO

CONCENTRATE THE BUILDING FOOTPRINT, FREEING UP MORE OF THE SITE FOR

LANDSCAPING AND OPEN SPACE, TO EXCEED THE REFERENCED REQUIREMENTS AS FOLLOWS:

OPEN SPACE CALCULATIONS
PROVIDED: PRIVATE OPEN SPACE: 1,800 S.F.
(FOR 22 LEVEL 1 UNITS ONLY)
COMMON OPEN SPACE: 51,200 S.F.

TOTAL OPEN SPACE: 53,000 S.F.

COMMON OPEN SPACE PER DU: 530 S.F. / DU

DWELLING UNIT DENSITY

THE DISTRICT REGULATIONS FOR A P-F DISTRICT DO NOT DEFINE A MAXIMUM DWELLING UNIT DENSITY. HOWEVER, PER SCMC 24.16.255, OTHER LIMITATIONS, SUCH AS F.A.R, HEIGHT, PARCEL COVERAGE AND AVERAGE UNIT SIZES, CAN BE USED TO

EXTRAPOLATE AN IMPLIED MAXIMUM DWELLING UNIT DENSITY, AS DESCRIBED IN THE FOLLOWING STEPS:

1. THE MAXIMUM BUILDING FOOTPRINT CAN BE FOUND BY MULTIPLYING THE SQUARE FOOTAGE OF THE SITE BY THE MAXIMUM PARCEL COVERAGE:
177,584 SQ. FT. PARCEL SIZE x .4 = 71,033 SQ. FT.

2. THE MAXIMUM BUILDING SIZE CAN BE FOUND BY MULTIPLYING THE BUILDING FOOTPRINT BY THE NUMBER OF STORIES ALLOWED BY THE CURRENT HEIGHT LIMITS:
35' HEIGHT LIMIT / 10' FLOOR-TO-FLOOR HEIGHT = 3.5 = 3 STORIES 71,033 SQ. FT. x 3 STORIES = 213,099 SQ. FT.

3. THIS MAXIMUM BUILDING SQUARE FOOTAGE IS UNDER THE MAXIMUM SQUARE FOOTAGE ALLOWED PER F.A.R. CALCULATIONS:
172,584 SQ. FT. PARCEL SIZE x 2.5 = 443,960 SQ. FT.

4. TO FIND THE DWELLING UNIT DENSITY, THE MAXIMUM BUILDING SQUARE FOOTAGE IS DIVIDED BY THE AVERAGE UNIT SIZE OF THE PROPOSED PROJECT:
120,601 SQ. FT. / 100 DU = 1,206 SQ. FT. AVG DU SIZE
213,099 SQ. FT. / 1,206 SQ. FT. = 176 DU

5. FINALLY, THE MAXIMUM DWELLING UNIT DENSITY CAN BE FOUND BY DIVIDING THE MAXIMUM DWELLING UNIT COUNT BY THE SIZE OF THE SITE:
176 DU / 4.08 ACRES = 43 DU / ACRE MAXIMUM

PLANNING & ZONING ANALYSIS
LOT AREA NO MINIMUM 177,584 SQ. FT. / 4.08 ACRES PER SCMC 24.10.790, NO MINIMUM LOT AREA IS LISTED.

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:59:40 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 12" = 1'-0"
G0.15

PLANNING &

ZONING SUMMARY

SCCS EDUCATOR

HOUSING
Author
23132
FORMAL APP BACKCHECK 08.30.2024
FORMAL APP BACKCHECK 2 11.01.2024

16.36 SERGEANT
DERBY
PARK
1 2
3 4
5 6
7 8

GATEWAY SCHOOL FIELD SERGEANT
DERBY
PARK
1 2
3 4
5 6
7 8

GATEWAY SCHOOL FIELD

SERGEANT
DERBY
PARK
1 2
3 4
5 6
7 8

SERGEANT GATEWAY SCHOOL FIELD
DERBY
PARK
1 2
3 4
5 6
7 8

GATEWAY SCHOOL FIELD

ADJACENT BUILDING HEIGHTS

1. 28' - 0" - 1 Story

2. 21' - 6" - 1 Story

3. 15' - 0" - 1 Story

4. 15' - 0" - 1 Story

5. 21' - 0" - 1 Story

6. 21' - 0" - 1 Story

7. 21' - 0" - 1 Story

8. 21' - 0" - 1 Story

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:59:43 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt As indicated
G0.16

SHADOW STUDIES

SCCS EDUCATOR

HOUSING
BK
23132
G0.16 NOT TO SCALE
5 December 21 at 3:00 PM
G0.16 NOT TO SCALE
3 December 21 at 12:00 PM
G0.16 NOT TO SCALE
1 December 21 at 9:00 AM
G0.16 NOT TO SCALE
2 June 21 at 9:00 AM
G0.16 NOT TO SCALE
4 June 21 at 12:00 PM
G0.16 NOT TO SCALE
6 June 21 at 3:00 PM
N
N
N
N N
N

16.37 PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:59:50 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt G0.21

CODE ANALYSIS

SCCS EDUCATOR

HOUSING
Author
23132
FORMAL APP BACKCHECK 08.30.2024

16.38 42" TT TREE
42" TT TREE
16" TREE
12" PINE
22" MT TREE
16" RDWD
16" RDWD
16" RDWD
16" RDWD
18" RDWD
46" STUMP
6" TREE
6" TREE
38" STUMP
36" STUMP
38" STUMP
16" TT TREE
18" MT TREE
4" TREE
4" TREE
4" TREE
4" TREE
6" TREE
5" TREE
20" TREE
IRR
RI R
UTIL. RISER
UT LI . RISER
UTIL.

UTIL.

51.67 51.70

52.46 52.39

52.39 53.93

53.94 55.64 82

56.30 55.9
59 6.20

56.18 56.19

56.30 56.32

55.94 55.97

56.01 55.7063

56.14 55.84

55.88 55.88

55.77 55.7
5 0

5.69 55.66

55.63 55.65

55.04 55.06

55.03 55.34

55.73 55.75

56.27 56.26

56.32 54.48 55.00 4.32

54.69 55.17 4.66

55.28 54.96

53.91 4.74

54.2289

54.37 54.62

55.02 54.57 55.12

54.64 54.89

54.46 70.96
TOP
TOE
TOE
TOE
TOE
TOE
TEL
TV
TEL
EB
TV
TEL

52.58 54.37

52.43 52.91

49.97 50.06

53.85 47.64

52.67 50.06

52.81 53.78

51.01 53.30

55.57 55.69

54.50 54.08
EB
EB
SL
EB
FW
WM
FW
WM
GB
GB
GB
GB
GB
GB
GB

BASKETBALL COURT

DRINKING

FOUNTAIN
(E)

BUILDING
SHED
RAMP
GATE

CLF CLF
GATE
DENSE

VEGITATION
HEDGE
HEDGE
(E)

BUILDING
(E)

BUILDING

STORAGE SHED
(E)

BUILDING
BLOCK
WALL

BUSINESS SIGN

SEWER BOX
SCHOOL

CROSSING

PARKING
SDCB
RIM=53.61'
INV=51.83'
METAL

AWNING (E)

BUILDING
RAMP
(E)

MODULAR
(E)

MODULAR
RAMP
GATE
SDCB
RIM=53.59'
INV=51.59'
SDCB
RIM=53.33'
INV=46.93'

PLANTER
SDCB
RIM=53.39'
INV=46.84'
SDCB
RIM=53.49'
INV=46.69'
LANDING@DOOR
=54.82'
LANDING@DOOR
=54.85' HOSE
BIB
SDMH
RIM=53.59'
INV=47.09'
SDCB
GRATE=49.07'
INV=46.22'
SDMH
RIM=51.50'
INV=46.20'
SDMH
RIM=48.70'
INV(N)=39.03'
INV(S)=38.83'
SDMH
RIM=50.33'
INV(N)=40.99'
INV(S)=40.87'

SCHOOL S GI N
STOP
SIGN
AHEAD

PARKING
SDCB
GRATE=50.05'
INV=47.27'

DR VI EWAY

DR VI EWAY
SDCB
GRATE=49.16'
INV=44.26'
SSMH
RIM=48.77'
INV(N)=43.58'
INV(E)=43.44'
SSMH
RIM=51.99'
INV(N)=43.99'
INV(S)=43.93'
1-1/2" WATER PIPE
HOSE
BIB
CC@DOOR
=53.92'
CC@DOOR
=53.95'
CC@DOOR
=53.96'
CC@DOOR
=53.95'
CC@DOOR
=53.94'
CC@DOOR
=53.91'
CC@DOOR
=53.94'
CC@DOOR
=53.93'
CC@DOOR
=53.97'
CC@DOOR
=53.95'
CC@DOOR
=53.96'
1-1/2" WATER PIPE

PARKING
CLF
CLF
CLF
CLF

THRESHOLD
=53.90'
(E)

BUILDING

THRESHOLD
=53.87'

THRESHOLD
=53.84'
HOSE
BIB

CLUSTER
GROUP

MAILBOXES
GATE

GATE TRASH

ENCLOSURE

PLANTER
S GI N

DRIVEWAY
3"
CURB
DRAINS
SDCB w/
PUMP
GRATE=55.04'
INV=52.04'

AREA DRAIN
RIM=55.09'
INV=53.36'
NO

PARKING/
END
SDCB
GRATE=53.61'
INV=51.11'
SDCB
RIM=53.45'
INV=51.53'

THRESHOLD
=55.80'

BOLLARD LIGHT

GROUND LIGHT

PARKING

METAL FENCE
NO

PARKING

51.9 5
9 1.99

51.98 50.3
5 3

0.34 50.32

49.24 49.14 49.63

49.72 49.92

49.94 49.81 49.36

49.42 49.35

49.40 49.72

49.18 49.16

49.35 49.16

49.25 49.36

49.59 50.09

50.17 50.47

50.36 50.32

49.91 50.02

50.40 50.54

50.49 50.53

50.04 50.17

50.42 50.31 50.76

50.85 51.08

51.00 50.54

50.62 50.91

50.81 51.27

51.33 51.51

51.44 50.98

51.09 51.25

51.14 51.61

51.71 51.90

51.7951.34

51.46 51.58

51.43 51.89

51.97 51.97

52.09 51.56

51.80 52.15

51.66 52.07

52.54 52.45

52.00 52.12

52.23 52.11 52.58

52.64 52.90

52.80 52.32

52.47 52.76

52.57 52.98

52.75 52.61

52.44 52.29

52.14 52.02

51.86 51.69

51.50 51.27

51.08 50.85

50.60 50.35

50.16 49.95

49.72 49.86

49.86 50.11

50.15 50.34

50.61 50.82

50.85 51.03

51.05 51.25

51.28 51.42

50.06 50.26

50.45 50.65

50.94 51.14

51.37 51.58

51.81 52.00

52.14 52.32

52.53 52.80

53.07 53.35

52.89 52.71

52.58 52.54

53.06 53.02

53.05 53.44

53.61 53.79

53.79 53.99 53.78

53.56 53.55

53.70 53.64

53.69 53.57

54.21 53.28

53.27 53.68

53.89 54.78 54.68

54.78 53.90

54.13 55.23

55.02 54.13

54.03 53.34

53.56 53.18

52.79 52.68

53.05 52.97

53.43 52.73

52.73 53.63

53.86 53.42

53.14 53.10

52.61 52.29

52.10 52.21

52.09 52.07

53.69 53.63

53.65 53.66

53.76 54.00 3.8453.95

53.77 53.56

53.48 53.46

53.46 53.58

52.05 51.92

53.34 51.94

51.64 51.58

51.68 52.55

53.31 53.44

52.02 51.66

51.45 51.34

51.10 51.40

50.38 50.07

50.06 50.06

50.04 50.0
56 0.06

50.05 51.09

51.21 50.81

50.61 52.54

53.7953.89

53.93 53.95

53.90 53.89

53.93 53.92

53.92 53.91

53.91 53.93

53.93 53.92

53.91 53.91

53.91 53.94

53.95 53.93

53.90 53.93

53.93 53.90

53.92 53.92

53.92 53.7493

53.93 53.82

53.77 53.91

53.92 53.91

53.93 53.93

53.93 53.94

52.82 51.86

51.52 51.44

51.27 51.29

51.33 51.34

51.69 51.67

51.65 51.69

52.23 52.25

52.26 52.58

52.63 52.67 2. 1

52.60 52.56

52.64 53.21

53.55 53.72

52.87 51.85

53.30 53.19

53.31 53.06

52.12 50.62 50.62

50.88 51.12

51.36 51.57

51.67 51.84

54.02 53.96

48.74 48.7
4 0

8.73 48.68

48.7 47

8.78 48.79

49.86 49.99

50.03 49.90 9.8

49. 6
83 49.81

50.49 50.39

50.1 50.
6 16

50.11 50.39

50.54 50.44

50.62 50.5

50. 5
55 50.58

50.34 50.68 0.70

50.50 50.80

50.80 50.77

51.50 51.86 51.91

51.77 51.75

52.40 52.56 52.57

52.43 52.4
52 2.56

52.56 52.30

52.18 2.50

51.83 51.90

51.18 50.53

52.20 52.27

52.41 52.39

52.70 52.74

52.70 52.72

52.75 52.74

52.74 52.74

52.76 52.38

52.35 52.45 52.45

51.92 52.14 52.23

52.14 50.57

50.71 50.09

49.71 49.71

49.65 49.66

49.08 49.09

49.05 49.07 50.08

49.86 50.15

50.21 50.74 50.93

51.35 51.19

51.38 51.51

51.71 51.65

51.95 51.93

52.45 52.60

52.81 52.86

53.82 53.81

53.77 53.77

53.83 53.824

52.79 52.72

52.71 52.72

52.64 52.70

52.92 52.83

51.30 51.20

52.52 52.41

52.56 51.43

50.95 50.88

50.90 50.66

50.67 50.53

52.53 52.62

52.58 52.47

52.29 52.46

52.33 52.62 52.57

52.70 52.60

52.59 52.71

52.66 52.67

52.66 52.76

52.77 52.74 52.79

52.79 52.68 52.55

52.58 52.72

52.79 52.72 52.53

52.08 52.27

52.1 5
3 2.21

51.54 51.06

51.54 51.80

51.87 52.00

52.16 52.51

52.70 52.24

51.89 52.05

51.78 51.59

51.40 51.53

51.3312

50.71 50.84

50.30 50.23

50.10 50.73

52.77 52.24

51.68 52.62

52.76 52.64

53.00 53.10

53.10 53.11

53.25 52.05

53.49 53.50 3. 8

53.30 3.21

53.071

53.29 53.32

53.82 53.63

53.78 52.34

52.68 53.02

52.84 52.71

53.28 53.26

52.68 2. 7

53.10 3.24

53.71 53.37

53.80 53.16

53.1 57

2.93 53.82

53.80 53.78

53.75 53.75

53.77 53.78

53.85 53.86

53.77 53.76 53.77

53.74 53.76

54.82 54.86

54.87 54.81

54.83 54.84

54.85 53.80

53.82 54.83

54.84 54.82

54.92 54.82

54.82 54.82

53.92 53.94

53.93 53.63 53.75

53.70 53.62

53.66 53.74

53.785

54.08 54.01

53.93 53.67

53.3 53.
9 51

53.57 53.57

53.62 53.70

53.80 53.67

53.49 53.95

53.87 53.97

53.94 53.91

53.89 53.75 3. 7

53.76 3.

53.65 53.78

53.77 53.69

53.68 53.77

53.78 3.80

54.40 54.38

54.14 53.80

54.00 53.9

53. 9
98 53.93

53.79 54.06

53.97 54.00

53.96 53.95 53.94

53.9 53.
1 94

53.93 3.79

53.96 3. 5

53.89 53.81

53.81 53.88

53.87 53.81

53.81 53.82

53.88 53.88

53.59 53.82

53.91 53.88

53.94 54.00

53.99 53.96

53.94 53.95

53.94 53.93

53.93 53.9453.94

53.9 53.
5 96

53.93 53.94

53.95 53.94

53.94 53.94

53.96 53.87

53.84 53.93

53.86 53.94

53.78 53.68

53.94 53.95

53.97 53.94

54.13 54.09

53.97 54.02

54.11 54.14

53.93 53.92

53.92 53.88 3.

53.83 53.88

53.57 53.40

53.60 3.56

53.59 53.67

53.69 53.72

53.77 53.77

53.77 53.33

52.64 52.70

52.78 52.80

52.71 52.75

52.79 52.84 52.85

53.88 53.86 53.90

53.87 53.82

52.90 2.

52.89 52.94

52.97 53.74

53.78 53.79 53.66

53.81 53.86

53.8 5
7 3.62

53.60 53.64

53.41 53.66 53.46 3. 0

53.19 3.15

52.88 93

52.81 2.60

53.02 53.11

53.29 51.75

51.38 51.35

51.11 51.12

50.87 50.78

50.84 50.85

50.87 50.87

50.89 50.83

50.76 50.78

50.75 50.78

50.91 51.12

53.00 51.26

50.91 51.13

50.96 50.61

50.72 50.61

51.13 50.70

51.04 51.08

50.75 51.00

50.70 50.56

50.37 50.74

50.76 51.23

50.54 50.26

50.80 50.50

50.84 50.96

50.74 50.82

50.94 50.54

50.29 50.23

50.19 49.92

49.95 49.91

49.91 49.93

49.96 50.13

50.94 51.11

53.82 53.94

53.93 53.94

53.98 53.91

53.90 53.96

53.96 53.96

53.94 53.71

53.77 53.61

53.86 53.95

53.97 53.97

53.96 53.96

54.66 54.00

54.09 54.23

54.45 5

4.62 54.44

54.32 55.04

54.84 54.56

52.75 52.82

52.57 52.18

52.75 52.78

52.70 52.84

53.06 53.12

53.12 52.79

53.03 54.20

54.57 53.36

52.82 52.78

52.73 52.81

52.77 52.60

52.51 52.39

52.39 52.48

52.28 51.88

52.70 52.52

51.41 51.22

53.98 54.13

54.41 54.50

54.58 54.43

54.46 54.89

55.02 55.32

55.09 54.88

55.64 55.50

55.97 55.89 55.45

55.59 55.59

55.44 55.85

55.83 55.37

55.53 55.47

55.32 55.42

55.28 55.71

55.72 55.30

55.38 55.28

55.28 55.36

55.22 55.635

55.4659

55.15 55.30

55.54 55.58

55.61 55.63

55.69 55.76

55.82 55.86

55.90 56.05 56.06

56.08 56.02

56.00 55.95

55.92 55.99

55.938

55.8755.93 55.90

55.86 55.86 55.842

55.840

55.8069

55.5765

55.83 56.01

55.97 55.72

55.90 55.91 56.17 55.78

55.44 55.85 55.61

55.43 55.795

55.96 6.03 55.62

55.89 56.32

56.10 56.321

56.20 56.23

56.84 56.72

56.73 56.32

56.34 56.16 55.94

56.06 56.31

56.33 55.62 55.68

55.63 55.54

55.6271

55.56 55.72 56.05 5.97

56.31 56.57

56.76 56.76

56.76 56.74

56.58 56.83 55.89 93

55.923

56.50 57.17

57.10 56.02

56.08 56.04

56.15 56.26

55.04 55.08

55.25 55.38

55.35 55.41

55.32 55.75

55.07 55.10

55.09 55.64 55.74 55.75

56.51 56.46

55.85 55.46

55.26 55.56

55.64 56.07 5.83

55.63 55.24

55.17 55.00

55.02 54.92

54.82 54.73

54.56 54.69

55.09 4.6354.69 5.1 54.73

54.71 55.10 4.68

54.38 55.04

54.55 54.49

54.40 55.0

54.56 54.28

54.46 54.68

54.86 55.07

55.36 55.61

55.45 55.41

55.25 55.11

54.91 54.75

54.69 54.69 55.22 54.71

54.78 55.26 54.79

54.85 55.28

54.87 55.00 55.2805

55.04 55.30

55.08 55.37

55.1 5
6 5.41

55.35 55.48

55.53 55.59

55.60 55.67

55.73 55.79

55.82 55.83 55.64 57.28

56.53 56.52 55.9087

55.704

55.59 5.62

55.59 55.59

55.62 55.53

55.4857

55.49 55.42

55.34 55.45

55.4532

55.29 55.39 55.38

55.36 55.47

55.46 55.44

55.23 53.98

53.89 53.91

53.90 53.90

53.92 54.00

54.04 54.49 54.46

54.35 54.80 54.12

54.23 54.23

54.29 54.77 54.07

53.94 53.63

53.63 53.59

53.61 53.58

53.79 53.90 54.29

53.57 53.50

53.49 53.48

53.45 54.16

54.08 53.98

53.92 53.91

53.96 55.2
5 2

5.25 55.7549

55.62 55.35

55.17 55.1
5 1

5.16 54.89 55.3821

55.39 54.85 54.49

54.9247

54.45 54.48

54.96 54.31

54.52 54.70

54.31 54.98

54.57 54.62 55.02

54.62 55.0
5 2

5.07 54.75

54.65 55.06

54.65 55.12

55.14 54.74

54.94 54.615 46

54.46 54.60

55.05 54.55

54.61 55.06 4.55

54.75 54.76 54.82

54.78 55.2706

54.80 54.86 55.2
50 4.84

54.72 54.68 55.23

54.70 54.82

55.24 54.80

55.16 55.18 54.76

54.71 55.13 54.30

54.45 55.12 54.62

54.6453

54.46 54.91

55.24 55.38

55.41 55.3
5 2

6.86 56.86

56.86 56.86

55.38 55.38

55.17 55.16 55.05

54.90 55.16

54.72 4. 6 55.18 4.93

54.85 54.63

54.21 54.14

54.09 54.39 54.9366

54.48 54.94 54. 754.46 5.01

54.57 54.79

54.31 54.24 54.26 54.7459

54.49 54.67

54.24 54.35

54.3254.8358

54.74 54.36

54.48 54.936

54.93 55.02

54.67 54.91

54.41 54.46 54.92 54.77

54.84 54.41

54.42 54.36

54.49 54.96

54.54 54.86

54.49 54.95 54.48

54.41 54.89

54.21 54.78 54.69

54.69 54.71

54.22 54.35

54.9288

54.9855.04 54.26

54.78 54.28

54.25 54.02

54.48 55.0254.69

54.6085

54.36 54.30

54.83 54.60 54.5178

54.43 54.49

54.735 58

54.64 54.89

55.24 54.89

55.25 55.06

54.74 4.88

54.78 54.51

54.85 54.92

54.67 54.66

54.66 54.50

54.22 54.09

54.18 54.14

54.06 53.51

53.90 54.96

54.86 54.57

54.46 54.49

54.63 54.95

55.08 54.71

55.14 55.09

55.04 55.04

54.65 54.59 54.99 54.60

54.39 54.95

54.55 54.48

54.93 54.27

55.17 54.96

55.17 55.13

55.13 55.12

55.13 55.13

71.12 55.40

55.59 54.96

55.22 55.76

55.78 55.80

55.26 55.60 55.47

54.48 54.56

54.60 55.06
5,000, 5,000
CO
UV
CO
CO
CO
SSCO
WV
WV
CO
D
CO
D
D
D
CO
WV
S
S
DS
DS DS
DS
DS
DS
DS
DS
DS DS
GM
GM
DS
H Y D
DS
7"/8"/4" ACER
46" STUMP
38" STUMP
36" STUMP
38" STUMP
13"/8.5" QUERCUS
5"/4"/3" POPULUS

56.5" HESPEROCYPARIS
22" STUMP
62" AT 12"> GROUND

HESPEROCYPARIS
4"/3"/3" DODONEA
8"/12" POPULUS
14"/16" POPULUS
25+" POPULUS
6" PRUNUS 4" MALUS
44" PINUS

7.5"/7"8"/5.5" CINNAMOMUM
25+" POPULUS
40" POPULUS
8"/17" POPULUS
14" POPULUS
11" PINUS
18" SEQUOIA

16.5" SEQUOIA
17" SEQUOIA

16.5" SEQUOIA
20" SEQUOIA
21" JUGLANS
16" TT TREE 18" MT TREE
4" TREE 4" TREE
6" TREE
5" TREE
17" CINNAMOMUM
4" TREE
4" TREE

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT ON

NI KRAP G
ON

NI KRAP G
VE

GRAHC GNI
YLNO
VE

GRAHC GNI
YLNO

COMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT ON

NI KRAP G
ON

NI KRAP G
VE

GRAHC GNI
YLNO

COMPACT COMPACT COMPACT

AP MOC TC AP MOC TC

COMPACT

AP MOC TC AP MOC TC AP MOC TC
EV

CHARGING
ONLY
EV

CHARGING
EV
ONLY

CHARGING
ONLY
EV

CHARGING
ONLY
24 SPOTS
(11) STANDARD
(13) COMPACT
119 TOTAL SPOTS
(40) STANDARD
(58) COMPACT
(15) EV
(3) VAN ADA
(3) STANDARD ADA

X X X X X X X X X X X X X X X X X X X
X
X X X
X X

X X X X X X X
X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X (7) EV (3) EV
2 SPOTS
(1) STANDARD ADA
(1) VAN ADA
(13) COMPACT
(10) COMPACT
(10) COMPACT
(12) COMPACT
24 SPOTS
(16) STANDARD
(5) EV
(2) STANDARD ADA
(1) VAN ADA
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
(5) COMPACT
X X

X X X X X
121 TOTAL SPOTS
(83) COMPACT
(3) STANDARD
11 SPOTS
(10) STANDARD
(1) VAN ADA

X X X X X X X X X
20' - 8"
1 7' -
7"
241' - 3"
1 8' -
6 "
24' -
7 2
"
4' -
4"
ASS
U
M
E
D
P
RO
P
E
RTY
LIN
E
ASS
U
M
E
D
P
RO
P
E
RTY
LIN
E
1-HR RATING @

EXTERIOR WALL
1-HR RATING @ EXTERIOR WALL

ASSUMED PROPERTY LINES, SEE

LIFE SAFETY FLOOR PLANS ASSUMED PROPERTY LINES, SEE

LIFE SAFETY FLOOR PLANS
70' -
1 1
"

ACCESSIBILITY LEGEND

ACCESSIBLE BUILDING ENTRANCES

ACCESSIBLE BUILDING EXITS

ACCESSIBLE FEATURE

ACCESSIBLE PATH OF TRAVEL

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:59:53 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt As indicated
G0.22

LIFE SAFETY &

ACCESSIBILITY

SITE PLAN

SCCS EDUCATOR

HOUSING
Author
23132
G0.22 SCALE: 1" = 30'-0"
1 SITE LIFE SAFETY PLAN - LEVEL 1

16.39 LIFE SAFETY AND EXITING LEGEND
AREA

FLOOR AREA PER OCCUPANT

OCCUPANT COUNT
EGRESS

ELEMENT

CLR WIDTH
(INCHES)
WIDTH
FACTOR
EGRESS

CAPACITY
(OCCUPANTS)
ACTUAL

OCCUPANTS
STAIR/DOOR 42" 0 210 60

AREA NAME
150 SF
150 SF/OCC
XX OCC

START POINT OF TRAVEL

ACCUMULATED LOAD AND TRAVEL DIRECTION

OCCUPANT LOAD WITHIN INDIVIDUAL SPACE

AND TRAVEL DISTANCE

EXIT PATH OF TRAVEL
1 HOUR FIRE BARRIER
2 HOUR FIRE BARRIER (HORIZONTAL EXIT)

COMMON PATH OF TRAVEL
X' - X"
X' - X"

FIRE EXTINGUISHER CABINET

EXIT SIGN, SINGLE-SIDED

EXIT SIGN, DOUBLE-SIDED

PATTERN FUNCTION OF SPACE OCCUPANT LOAD FACTOR

ASSEMBLY, UNCONCENTRATED

BUSINESS AREAS
RESIDENTIAL (R-2)

MECHANICAL EQUIPMENT ROOM

STORAGE ROOMS
15 NET
100 GROSS
200 GROSS
300 GROSS
300 GROSS
FEC
0 0
9,514 SF
200 SF/OCC
48 OCC
RES - WEST 1
481 SF
300 SF/OCC
2 OCC
GROUP S-2

TRASH RM
7,489 SF
200 SF/OCC
38 OCC
RES - EAST 1
834 SF
15 SF/OCC
56 OCC
GROUP A-3

COMMUNITY RM
922 SF
150 SF/OCC
7 OCC

GROUP B
LOBBY
10' - 1" 20' - 1 243/256"
104' - 4 23/64" 20' - 1 243/256"
6,234 SF
200 SF/OCC
32 OCC
RES - SOUTH 1
33' - 4 103/128" 20' - 1 243/256"
EXIT ACCESS DISTANCE: 44'-7"
COMMON PATH OF TRAVEL: 26'-2"
26 28
26 12
12 25
16 25
16 28
247 SF
300 SF/OCC
1 OCC

GROUP B

PACKAGE RM
12 1
2 28
449 SF
300 SF/OCC
2 OCC
GROUP S-2

BIKE RM
135 SF
300 SF/OCC
1 OCC

ELEC RM
449 SF
300 SF/OCC
2 OCC
GROUP S-2

ELEC RM
331 SF
300 SF/OCC
2 OCC
GROUP S-2

BIKE RM
146 SF
300 SF/OCC
1 OCC
GROUP S-2
MPOE
50 SF
300 SF/OCC
1 OCC
GROUP S-2
IDF
41 SF
300 SF/OCC
1 OCC
GROUP S-2
JAN
1 1
1 1
1 1
2' - 2 7/8"
3' - 10 1/2"
10' - 1"
10' - 1"
3' - 10 1/2"
20' - 0 1/2" 10' - 1" 7' - 6"
339 SF
150 SF/OCC
3 OCC

GROUP B

LAUNDRY RM

ASSUMED PROPERTY LINE

ASSUMED PROPERTY LINE
11,418 SF
200 SF/OCC
58 OCC
GROUP R-2
RES WEST 2
10,673 SF
200 SF/OCC
54 OCC
GROUP R-2
RES EAST 2
6,567 SF
200 SF/OCC
33 OCC
GROUP R-2
RES SOUTH 2

COMMON PATH
OF TRAVEL: 58'-9"

EXIT ACCESS
DISTANCE: 150'-1"

EXIT ACCESS
DISTANCE: 198'-7"

EXIT ACCESS
DISTANCE: 198'-7"
142 SF
300 SF/OCC
1 OCC
GROUP S-2

TRASH RM
134 SF
300 SF/OCC
1 OCC
GROUP S-2
MECH
58 58
393 SF
15 SF/OCC
27 OCC

GROUP B
LOUNGE
119 SF
300 SF/OCC
1 OCC
GROUP S-2
JAN
30 30
54 SF
300 SF/OCC
1 OCC
GROUP S-2
IDF
88 27
EGRESS

ELEMENT

CLR WIDTH
(INCHES)
WIDTH
FACTOR
EGRESS

CAPACITY
(OCCUPANTS)
ACTUAL

OCCUPANTS
STAIR 1 42" 0.2 210 60
EGRESS

ELEMENT

CLR WIDTH
(INCHES)
WIDTH
FACTOR
EGRESS

CAPACITY
(OCCUPANTS)
ACTUAL

OCCUPANTS
STAIR 3 42" 0.2 210 60
EGRESS

ELEMENT

CLR WIDTH
(INCHES)
WIDTH
FACTOR
EGRESS

CAPACITY
(OCCUPANTS)
ACTUAL

OCCUPANTS
STAIR 2 42" 0.2 210 60
3' - 5 3/4"
9' - 8 1/4"
9' - 8 1/4"
3' - 5 3/4"
16' - 7 3/4" 10' - 1"
16' - 7 3/4"ASSUMED PROPERTY LINE

ASSUMED PROPERTY LINE

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 11:00:09 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 1/16" = 1'-0"
G0.23

LIFE SAFETY
PLANS

SCCS EDUCATOR

HOUSING
Author
23132
G0.23 SCALE: 1/16" = 1'-0"
1 FIRE LIFE SAFETLY PLAN - LEVEL 1
G0.23 SCALE: 1/16" = 1'-0"
2 FIRE LIFE SAFETY PLAN - LEVEL 2 (LEVELS 3 & 4 SIM.)

16.40 MIN. @ EXTERIOR
DOORS
MIN. @ INTERIOR
DOORS

SURFACE

MOUNTED

TOILET SEAT
COVER

DISPENSER

SURFACE

MOUNTED TRASH

RECEPTACLE

WITH HAND TOWEL

DISPENSER
FULL
LENGTH
MIRROR

MIRROR COAT HOOK
WITH
BUMPER

EXTRA HEAVY DUTY

SHOWER CURTAIN ROD
WITH S.STL SHOWER

CURTAIN HOOKS
S.STL
SHOWER

CURTAIN
HOOKS

SURFACE

MOUNTED
ROBE
HOOK
TOWEL
PIN

REVERSIBLE SOLID

PHENOLIC FOLDING

SHOWER SEAT

SURFACE

MOUNTED

SINGLE ROLL

TOILET TISSUE

DISPENSER

SURFACE

MOUNTED
HAND
DRYER

SURFACE

MOUNTED

TOWEL BARS

SURFACE

MOUNTED

MULTI-ROLL

TOILET TISSUE

DISPENSER

SANITARY
NAPKIN

DISPOSAL

SURFACE

MOUNTED

MULTI-ROLL
TOILET
TISSUE

DISPENSER

RECESSED NOT USED

SINGLE ROLL
TOILET
TISSUE

DISPENSER
CORNER
SOAP
DISH

FOLDING BATHTUB
SEAT

SURFACE

MOUNTED SOAP

DISPENSER

CLEAR MANEUVERING
SPACE
PULL
SIDE
PUSH
SIDE

HINGE APPROACH

PROVIDE THIS

ADDITIONAL SPACE
IF

DOOR IS EQUIPPED

WITH BOTH A LATCH

AND A CLOSER
PUSH
SIDE

FRONT APPROACH
PULL
SIDE
PULL
SIDE
PUSH
SIDE

LATCH APPROACH

PERPENDICULAR APPROACH PARALLEL APPROACH

REQUIRED LEVEL MANEUVERING

CLEARANCE AT DOORS

TOP OF FINISH
FLOOR

TYPICAL INTERIOR

SIGNAGE AND FIXTURES

ELEVATOR

DOOR JAMB

SIGN W/FLOOR
NUMBER

HALL CALL
BUTTON
(ELEVATOR)
TOP OF F.E.

HANDLE
FIRE

EXTINGUISHER

CABINET
HALL

LANTERN
(ELEVATOR)

FIRE ALARM DEVICES

ACCESSIBLE ROLL IN SHOWER - ELEVATIONS

ACCESSIBLE TOILET - WALL MOUNTED
TYP. ACCESSIBLE

TOILET SEAT HEIGHT

ACCESSORIES

TOP OF FINISH FLOOR
CONT. LONG L-SHAPED

GRAB BAR, EXTEND AROUND

SHOWER TO FOLD DOWN

SEAT, PROVIDE BACKING
FOR 250# PT. LOAD

SEE GRAB
BAR

ACCESSORIES
SEE
TOILET

PAPER - SEE
PANEL
BOARDS

PROJECTING

WALL OR
COLUMN

MOUNTED

OBJECTS

LIGHT SWITCH,

OR HIGH

ACCESSIBLE

CONVENIENCE
OUTLET

EXIT SIGNS AT

DOORWAYS (CEILING

MOUNTED OR WALL

MOUNTED)
EXIT
1" MIN. CONT.

PHOTOLUMINESCENT

GUIDE STRIP

MOUNTED ON DOOR
FRAME
EXIT
DOOR

IDENTIFICATION

SYMBOL REFER TO

SIGNAGE DRAWINGS

SIDE ELEVATION

LAVATORY, VANITY & MIRROR (MULTIPLE)

SIDE ELEVATION FRONT ELEVATION
WRAP
PIPES.P.D.

WRAP
PIPES.P.D.

VANITY & MIRROR (SINGLE)

FRONT ELEVATION
WRAP
PIPES.P.D.

AUDIBLE NOTIFICATION

APPLIANCE, LOCATE NOT
LESS THAN 6" BELOW

CEILING
ALIGN
30" X 60" MIN. ACCESSIBLE ROLL IN NON-ACCESSIBLE TUB

SHOWER - PLAN
42" MIN.

GRAB BAR -
SEE
36" MIN.

GRAB

BAR - SEE
FLUSH

ACTIVATOR

ON WIDE SIDE

ACCESSIBLE TOILET COMPARTMENT
(SIDE OPENING INSWING DOOR) - PLAN

ALL DISPENSERS

EXCEPT TOILET

PAPER DISPENSERS
40" MAX. TO HIGHEST

OPERABLE PART

SIDE ELEVATION FRONT ELEVATION

LAVATORY & MIRROR (SINGLE)

SIDE ELEVATION FRONT ELEVATION

ACCESSIBLE TOILET - FLOOR

MOUNTED TANK TOILET
OF
DOOR
U.O.N.

SHARED CLOSETS

AND DESIGNATED

ACCESSIBLE

CLOSETS CLOTHES
ROD + SHELVES

BACK HEAD

ACCESSIBLE PLUMBING FIXTURES

ACCESSIBLE TUB WITH SEAT IN TUB

PERPENDICULAR

APPROACH

ELECTRICAL
RECEPTACLE +

TELECOM OUTLET
FOOT

CONTROL
AREA

FOLDING
SHOWER

SEAT - SEE U
4" MAX. PROJECTION

AUDIBLE/VISIBLE NOTIFICATION

APPLIANCE, LOCATE NOT LESS
THAN 90" TO TOP OF DEVICE AND
NOT LESS THAN 6" BELOW CEILING

RECESSED SOAP DISH

WITHIN SEAT REACH
AREA; SHELF AT 3'-4", W.O.

FOLDING SHOWER

SEAT - SEE U

STANDARD NON-ACCESSIBLE

STANDARD ACCESSIBLE
1:48 MAX.

GRAB BAR GRAB BAR CONTINUOUS

L-SHAPED

GRAB BAR
PLAN

GRAB BAR GRAB BAR GRAB BARS
RESTS ON RIM OF BATHTUB 17" MIN,
19" MAX ABOVE BATHROOM FLOOR
2' - 8"
16" MAX
15" MIN

ACCESSIBLE URINAL

FRONT ELEVATION
X=36" : MIN. CLR. @ RECESS MORE THAN 24" DEEP, CENTERED

ON FIXTURE
X=30" @ RECESS LESS THAN 24" DEEP, CENTERED ON

FIXTURE

SIDE ELEVATION
CARD
READER

OF OPERABLE PARTS OF SPRAYER
UNIT AND CONTROLS: 19" MIN, 27"

MAX FROM SEAT WALL

THERMOSTAT

CERAMIC

ACCESSORIES
13 1/2" MIN.

FOOT
GREATER THAN 4"
CLR.
60" MIN.
34" MIN CLR
36" MIN DOOR
CLR.
60" MIN.
1'-6" MAX.
1'-5" MIN.
60" MIN.

FLEXIBLE HOSE
3'-4" CONTROLS
(3'-3" CODE MIN.,
3'-5" CODE MAX.)

NON-ACCESSIBLE SECOND

SHOWER HEAD,

W/DIVERTER IN CONTROL
AREA. ONLY ONE SHOWER

HEAD TO BE ON AT ANY ONE
TIME

PARALLEL

APPROACH
1/4" MAXIMUM
OPENING @ DRAIN
GRATE
60" MIN. F.O.F.
1:48 MAX. SLOPE
30" MIN. SHOWER FLOOR
THRESHOLD: 1/4" MAX. VERTICAL,
1/2" MAX. W/ 1/4" MAX. VERTICAL
AND THE REST BEVELED @ 1
VERTICAL TO 2 HORIZONTAL

CLEAR FLOOR SPACE
60" MIN.

CLEAR FLOOR SPACE
36" MIN
MIN. 60"X60"

MANEUVERING
SPACE
6' - 7"

FIRE VALVE CABINET
1' - 6" 3' - 0"
6' - 0"
MIN.
1' - 6"

TO BOTTOM
1' - 6" MIN.
3' - 0" TYP.
1' - 0" MIN.

SEE J
3' - 0" MIN. 6" MAX.
18" MAX.
17" MIN.

MAX.
1' - 0"
SEE K
3' - 6" MIN.
54" MIN.
30" MIN. CLR.
40" MAX. TO

SURFACE AT COUNTER OR LAV
40" MAX. TO REFLECTIVE

W/SPLASH
COORDINATE 3' - 0"
8"
4' - 0"
5' - 6"
90" MIN
6' - 8"
4' - 0" MAX
BARTYPE DOOR
ACTUATOR 35" MIN 5" MAX.
(ATYPICAL

HEIGHT AS

INDICATED IN

ELEVATIONS)
6' - 0"

TOP OF FVC
HANDLE
40" MAX. TO
PAPER
TOWEL

DISPENSER

TELECOM/DATA
RECEPTACLE +

CABLE OUTLET
TYP.
6"
(ATYPICAL

HEIGHT AS

INDICATED IN

ELEVATIONS)

WALL MOUNTED TV

OR MONITOR
6' - 0 1/2"

SHOWER CURTAIN
ROD, SEE 40" MAX.
96" MAX TO TOP OF LENS
TO THE

ACTIVATIN

G HANDLE

OR LEVER
OF THE
BOX
19" MIN
19" MIN
7"-9" IN FRONTOF TOILET
19" MIN
. .
.

CL
3' - 0"
33" MIN
36" MAX
3' - 6" 12" MIN. 24" MIN. 24" MIN.

T1 = 60" MIN.

T = 36" +/-
6'-8" MIN CLR UON
5' - 6" TYP.
5' - 6"
2' - 6"
CL
CL
CL
CL
CL
CL
CL
CL CL
CL
CL
CL

A B C D E F G H J K L M N P Q R T X
U

S V W Y AA
T1
BB CC FF 4'-0" BASE OF

TOP OF SEAT
17"-19"
18" MAX.
17" MIN.

SEE J
3'-0" MIN. 6" MAX.

MIN.
1' - 0"
7"-9" MAX.
54" MIN.

MAX.
1' - 0"
SEE K
3'-6" MIN. 1 1/2" CLR.
.

CL
17" MAX
X

OPERABLE PART
44" MAX TO

OPERABLE PART
44" MAX TO
2'-10" MAX.

TO RETURN
1' - 6" MIN.

CLR.
30" MIN.
33" - 36"
. 33" - 36" 2'-10" MAX. TO T.O. CNTR. OR RIM OF SINK, WHICHEVER IS HIGHER 2'-10" MAX. TO T.O. CNTR. OR RIM

OF SINK, WHICHEVER IS HIGHER
EQ EQ
2' - 8"
1' - 8"
6' - 4"
4' - 0"
2' - 5"

RECESSED

SOAP DISH
9"
12" MAX. 24" MAX.
48" MIN.
30" MIN.
60" MIN.

PERMANENT FOLD-DOWN

SHOWER SEAT - SEE
3' - 6"
5' - 0"
48" MAX.
48" MAX.
6' - 8" MIN.
6' - 6"

TOP OF BOX
4' - 0" TO
4' - 0" TYP. TO

TOP OF BOX
58" - 60"
4'-0" MIN. 5'-0" MIN.
1' - 0"
1' - 6"
2'-0" .
3'-8" MIN. 5'-0" MIN.
2'-0" MIN.

MIN.
3' - 0"
5'-0" MIN. 3'-8" MIN.
7" MIN - 9" MAX.

CL CL
CL
TOP OF DISPENSER NOT LESS THAN 1 1/2" BELOW GRAB BAR
7"-9" IN FRONTOF TOILET
7"-9" IN FRONTOF TOILET
7"-9" IN FRONTOF TOILET

TOP OF ACCESSIBLE

DISPENSER NOT LESS THAN
1 1/2" BELOW GRAB BAR
60" MIN.

GG
40" MAX. TO

WALL MOUNTED
SOAP

DISPENSER
40" MAX.

ROOM
SCHEDULER 4' - 0" TYP. TO TOP OF BOX
4' - 0" TYP. TO

TOP OF BOX

LIGHTING

AND SHADE

CONTROL
36" TYP.

CL
3"
96" TYP. TO TOP OF DEVICE

END OF DOOR, DOOR

IN OPEN POSITION,

OR SIDELITE JAMB

WHERE OCCURS
U.O.N.
3"

END OF DOOR

IN OPEN

POSITION OR

SIDELITE

JAMB WHERE
OCCURS
3"

DUAL-SIDED
CLOCK
7' - 6" TYP.

CL
WALL

MOUNTED
SMOKE
DETECTOR 1' - 0" TYP.

LOCATE NOT LESS
THAN 4" OR
GREATER THAN 12"

BELOW CEILING

FROM TOP OF
DEVICE (WITHIN 36"

HORIZONTALLY OF

PEAK OF CEILING)
WALL
CLOCK
CL
6' - 6" TYP.
3"
ALERT

BEACON TO TOP OF BOX
4' - 0" TYP.
3"

END OF DOOR, DOOR

IN OPEN POSITION,

OR SIDELITE JAMB

WHERE OCCURS
U.O.N.

GUIDE STRIP
CBC 1024.4/5 &
1011.5
EQ. EQ.
1' - 0" 5' - 0"
1' - 2"
40" MAX.

CL
CL
CLR. MIN
1 1/2"

TOP OF BAR
MIN. CLR.
1 1/2"
19" MIN
42" MIN.

GRAB BAR -
SEE
36" MIN.

GRAB BAR -
SEE
FLUSH

ACTIVATOR

ON WIDE SIDE

ACCESSIBLE TOILET COMPARTMENT
(END OPENING INSWING DOOR) - PLAN
CLR.
60" MIN.

CLR.
60" MIN.
1'-6" MAX.
1'-5" MIN.

MIN. 60"X60"

MANEUVERING SPACE
CL
32" MIN CLR
34" MIN DOOR
CLR.
1 1/2" MIN
19" MIN

TO RETURN
1' - 6" MIN CL

TACTILE AND OTHER

EXIT SIGNAGE ON
LATCH SIDE: REFER TO

SIGNAGE DRAWINGS

TOILET ROOM

SIGN ON DOOR
MIN.
22"

PERMANENT FOLD-DOWN

SHOWER SEAT - SEE
GRAB

BAR - SEE
GRAB

BAR - SEE
22" MIN
23" MAX
14" MIN
15" MAX

FOLDING

SHOWER SEAT -
SEE U

OF SHOWER FLOOR
3" MAX. SEAT TO EDGE 2 1/2" MAX.

SEAT TO WALL
1 1/2" MAX.
19" MIN.
27" MAX.
1:48 MAX. SLOPE ANY
DIRECTION, TYP. IN ACCESSIBLE

SHOWER FLOOR
1 1/2" MIN.

PULL SIDE
18" MIN.
59" MIN. CLR. @ FLOOR-MTD. W.C. WHEN DOOR SWINGS IN
56" MIN. CLR. AT WALL-MOUNTED W.C. WHEN DOOR SWINGS IN
36" MIN WHEN DOOR

SWINGS IN
TOE CLEARANCE, 6" DEEP BY 9" HIGH MINIMUM, AT EITHER LONG SIDE OF ACCESSIBLE STALLS THAT ARE LESS THAN 66" WIDE.

PARTITION SUPPORTS MAY INTERRUPT THE TOE CLEARANCE

SANITARY NAPKIN

DISPOSAL - SEE
2' - 0" MIN.

DISPENSER,
NONACCESSIBLE
MINIMUM CLEARANCES FOR APPROACH. ACCESSIBLE

LAVATORY IS ALLOWED IN THE CLEARANCE NEXT TO
THE CONTROL END OF THE TUB.

CL
47" MAX. TO T.O.

ACCESSIBLE HOOK
47" MAX. TO T.O.

ACCESSIBLE

ACCESSIBLE HOOK

OPERABLE
NONPART ACCESSIBLE

TO DISPENSER

OUTLET AND

OPERABLE PARTS

TO OUTLET OF THE

DISPENSER AT

ACCESSIBLE

LOCATIONS
33" MIN
36" MAX
CLR. MIN
1 1/2"
CLR. MIN
1 1/2"
35" MIN.
37" MAX.
60" MIN.
44" MIN.

AMBULATORY ACCESSIBLE TOILET
CL
7" MIN.
8" MAX.

CL
30" MIN.
44" MAX.
1 1/2" TYP.

MIRROR - SEE
4' MIN. IF DOOR

HAS BOTH

LATCH AND
CLOSER
4' MIN. IF DOOR

HAS BOTH

LATCH AND
CLOSER
BUTTONTYPE DOOR

ACTUATOR
OUTLET
AND TO

OPERABLE

PARTS OF

DISPENSER
OUTLET
AND TO

OPERABLE

PARTS OF

DISPENSER
OUTLET
AND TO

OPERABLE

PARTS OF

DISPENSER
35" MAX
WHERE
NOT AT

COUNTER
OR LAV
25" MAX.
19" MIN.

ACCESSIBLE DINING &

WORK SURFACES

ACCESSIBLE LAVATORIES
NOTE REGARDING SLOPED OR UNEVEN FLOORS: CLEAR HEIGHTS ARE MEASURED TO THE WORST CONDITION, NOT NECESSARILY AT THE WALL. EXCEPTION: PER CBC 11B-606.2 EXCEPTION 6, THE DIP OF THE OVERFLOW SHALL NOT BE CONSIDERED IN DETERMINING KNEE AND TOE CLEARANCES. 27" MIN. 27" MIN.

FOR CLEARANCES -

SEE TOE & KNEE

CLEARANCE

FOR CLEARANCES -

SEE TOE & KNEE

CLEARANCE

FOR CLEARANCES - SEE

TOE & KNEE

CLEARANCE

FOR DIMENSIONS SEE -
30" X 60" MIN.

ACCESSIBLE ROLL IN

SHOWER - PLAN

ABOVE SHOWER RM FLOOR
17" MIN, 19" MAX

ACCESSIBLE

OPERABLE
PART

NON-ACCESSIBLE SHOWER
TOP OF FINISH FLOOR 6' - 7"
6' - 7"
4' - 0"
9" MIN. TOE CLR.
29" MIN.
6" MAX.
11" MIN.
27" MIN.

OTHER ACCESSIBLE

SURFACES
9" MIN. TOE CLR.
8" MIN.
11" MIN.
25" MAX
17" MIN.
27" MIN.

ACCESSIBLE SINKS
6" MAX.
11" MIN.
25" MAX
19" MIN.
8" MIN.

TOE & KNEE CLEARANCE
SCALE: 1/2" = 1' - 0"
KNEE & TOE CLEARANCE SHALL BE 30" WIDE MIN.
19" MAX.
17" MIN.
6" MAX.
9" MIN. TOE CLR.

DRINKING FOUNTAIN - ALCOVE

FRONT ELEVATION SIDE ELEVATION
5" MAX. FROM OF

BUBBLER OUTLET

TO FRONT EDGE
OF D.F.
@ RECESSES UP
TO 24" DEEP
@ AT WHEELCHAIRACCESSIBLE LOW DF
@ RECESSES MORE
THAN 24" DEEP
CL CL
18" MIN.
15" MIN.

D.F.: 18" MIN, 19" MAX
.
32" MIN. CLR. AT RECESSES
OF D.F., MIN

MATCH DEPTH
15" MIN
38" MIN 43" MAX
UP TO 24" DEEP; 36" MIN.

CLR. AT RECESSES
MORE THAN 24" DEEP

FOR CLEARANCES - SEE

TOE & KNEE

CLEARANCE
8" MIN. MIRROR - SEE

MIRROR - SEE

ACCESSORIES

TO OUTLET OF THE DISPENSER

AT ACCESSIBLE LOCATIONS

ACCESSIBLE PLUMBING FIXTURES
36" MIN WHEN

DOOR SWINGS
IN

ACCESSIBLE PLUMBING FIXTURES
C
R
N
M
V
R
R

DOOR HEADER
6" TOP OF
EXIT
DOOR
19" MIN
.

CL
18" MIN
16" MIN
@ RECESSES
UP TO 24" DEEP @

RECESSES

MORE THAN
24" DEEP

STANDING

TACTILE SIGN
9" TO CL OF

TACTILE SIGN
9" TO CL OF
G
V
K
J
K
J
J K

BUBBLER FOR
STANDING D.F.
36" MAX. TO

WHEELCHAIR

ACCESSIBLE

BUBBLER
4'-0" MAX.

SPRAYER UNIT

MOUNTING

BRACKET
2 19" MIN

PROVIDE THIS
ADDITIONAL 30"x48"

SPACE IF DOOR IS

EQUIPPED WITH

ACTUATORS

PROVIDE THIS
ADDITIONAL 30"x48"

SPACE IF DOOR IS

EQUIPPED WITH

ACTUATORS
24" MIN FOR SIDE APPROACH
15" MIN FOR FRONT APPROACH OR OTHER TOP SURFACE 34" MAX TO TOP OF ACCESSIBLE COUNTER 1 1/2" MIN CLR TO GRAB BAR

DISPOSAL TO BE

ADJACENT TO TP

DISPENSER, BETWEEN TP AND REAR WALL
17" MIN, 19" MAX
1 1/2" MIN CLR
34" MIN DOOR,
32" MIN CLR
24" MAX

ADJUSTABLE HEIGHT

SHOWER SPRAY UNIT W/
59" MIN HOSE
T1
U.O.N. U.O.N.

NOTE: WHERE BOTH (1)

TACTILE MESSAGES ARE

NOT CENTERED ON THE
SIGN AND (2) THE DOOR

SWINGS TOWARDS THE
PERSON AT THE SIGN, 9"

MIN FROM THE DOOR EDGE

TO THE CENTER OF EVERY

TACTILE LINE OF TEXT OR

BRAILLE

REDUCTION OF ACCESSIBLE

HEIGHTS AT
OBSTRUCTIONS: 44" HIGH

MAX AT OBSTRUCTED HIGH

FORWARD REACH (WALL
BEHIND A COUNTER 20"-25"
DEEP, W/ KNEESPACE); 46"

HIGH MAX AT OBSTRUCTED

HIGH SIDE REACH (WALL
BEHIND A COUNTER 10"-24"
DEEP AND 34" MAX HIGH

W/O KNEESPACE)

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 11:00:11 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 1/4" = 1'-0"
G0.31

ACCESSIBLE

MOUNTING

HEIGHTS

SCCS EDUCATOR

HOUSING
Author
23132

16.41 1 BR-MOB
147

EXTERIOR CORREDOR

BREEZEWAY

STU-MOB
149

EXTERIOR CORRIDOR
1 BR - (1B)
113
2 BR - (2A.1)
115

ELEVATED WALKWAY BRIDGE

EXTERIOR CORRIDOR

ELEVATED

WALKWAY
BRIDGE

EXTERIOR CORREDOR
2 BR-MOB
202
2 BR-MOB
204
ELEV
E1-2
3 BR-MOB
245

MOBILITY UNIT DISPERSION PLAN LEGEND

ACCESSIBLE UNIT ENTRANCES

MOBILITY UNIT

ACCESSIBLE PATH OF TRAVEL

MOBILITY UNIT DISPERSION PLAN NOTES

1. PER 2022 CBC 11B-233.3.1.1, MOBILITY UNITS ARE TO BE 5% OF UNIT TOTAL:

BUILDING UNIT TOTAL: 100 UNITS
REQUIRED MOBILITY UNITS: 5 UNITS
MOBILITY UNIT MIX: 1 STUDIO
1 1-BR
2 2-BR
1 3-BR

2. PER 2022 CBC 11B-233.3.1.2.1, IN AN ELEVATOR BUILDING, ALL OTHER UNITS ARE TO BE ADAPTABLE.

3. PER 2022 CBC 11B-233.3.1.3, COMMUNICATION FEATURE UNITS ARE TO BE 2% OF THE UNIT TOTAL:

BUILDING UNIT TOTAL: 100 UNITS
REQUIRED COMMUNICATION UNITS: 2 UNITS
COMMUNICATION UNIT MIX: 1 1-BR
1 2-BR

4. ALL COMMUNICATIONS UNITS ARE TO COMPLY WITH 2022 CBC 11B-809.5.

5. ALL UNITS, BOTH MOBILITY AND ADAPTABLE, HAVE THEIR PRIMARY ENTRIES OFF OF THE BUILDING CORRIDOR.

6. ALL PATIO DOORS SERVING MOBILITY UNITS SHALL COMPLY WITH 2022 CBC 11B-303.

7. ALL PATIO DOORS SERVING ADAPTABLE UNITS SHALL COMPLY WITH 2022 CBC 11B-809.8.

COMMUNICATION UNIT

LOCATION OF MOBILITY OR COMMUNICATION UNIT

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 11:00:16 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 1/16" = 1'-0"
G0.32

MOBILITY UNIT

DISPERSION
PLANS

SCCS EDUCATOR

HOUSING
Author
23132
G0.32 SCALE: 1/16" = 1'-0" 1 LEVEL 1 - MOBILITY UNIT DISPERSION PLAN G0.32 SCALE: 1/16" = 1'-0" 2 LEVEL 2 - MOBILITY UNIT DISPERSION PLAN

16.42 (7) WASHERS & (7) DRYERS

PROVIDED AT LAUNDRY
ROOM

DRINKING FOUNTAIN
(HIGH/LOW) + BOTTLE FILLING

STATION

SINGLE-OCC ADA

RESTROOM
1,091 SF
B
LOBBY
870 SF
A-3

COMMUNITY
RM
NOTE: SEE GENERAL NOTE #1 ABOVE

FOR PLUMBING FIXTURES AT ALL
RESIDENTIAL FLOORS (LEVELS 2, 3, & 4)

PLUMBING CALCULATION NOTES

1. APARTMENTS REQUIRE (1) W.C., (1) LAVATORY, (1) SHOWER & (1) KITCHEN SINK PER CPC 2022 TABLE 422.1. THIS APPLIES TO ALL APARTMENTS, SEE PLANS FOR QUANTITY OF FIXTURES PROVIDED AT EACH RESIDENTIAL UNIT TYPE.

2. ALL APARTMENT UNITS EXCEPT STUDIO APARTMENTS ARE PROVIDED WITH 1 AUTOMATIC CLOTHES WASHER CONNECTION ("WASHER/DRYER-READY"), PER CPC TABLE 422.1.

3. LAUNDRY MACHINES FOR STUDIO APARTMENTS ARE PROVIDED AT LEVEL 1 LAUNDRY ROOM. PER XXX, (1) WASHER & (1) DRYER REQUIRED FOR EVERY 10 UNITS (1:12 RATIO, PER CPC TABLE 422.1). PER CBC 11B-214, (2) WASHERS & (2) DRYERS WITHIN EACH LAUNDRY ROOM SHALL COMPLY WITH 11B-611.

TOTAL STUDIO APARTMENTS: 11
LAUNDRY SERVICE, REQUIRED (11 X 1/12): (1) WASHERS + (1) DRYERS REQUIRED LAUNDRY SERVICE, PROVIDED: SEE LEVEL 1 FLOOR PLAN
PLUMBING CALCULATIONS (LEVEL 1)
NOTE: (1) SINGLE-OCCUPANT ACCESSIBLE RESTROOM PROVIDED AT LEVEL 1 NONAPARTMENT RESTROOM FIXTURE LOAD AT LEVEL 1.

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 11:00:20 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt As indicated
G0.41

PLUMBING

CALCULATIONS

SCCS EDUCATOR

HOUSING
Author
23132
G0.41 SCALE: 1/32" = 1'-0"
1 PLUMBING COUNT PLAN - LEVEL 1
G0.41 SCALE: 1/32" = 1'-0"
2 PLUMBING COUNT PLAN - LEVEL 2 (LEVELS 3 & 4 SIM.)

16.43 SAN FRANCISCO MUSEUM OF MODERN
ART
151 THIRD STREET

SAN FRANCISCO
CALIFORNIA 94103
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% CONSTRUCTION DOCUMENTS 10.07.2015

ARCHITECTURE

INTERIORS

PLANNING URBAN DESIGN
PIER 1 THE
EMBARCADERO, BAY 2

SAN FRANCISCO
CALIFORNIA 94111
[email protected]
T 415-285-9193
F 415-285-3866
Revisions and Description Date
100% CONSTRUCTION DOCUMENTS 10.07.2015
10/31/2024 11:00:21 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 12" = 1'-0"
G1.01

SURVEY - FOR

REFERENCE ONLY
SCCS

EDUCATOR

HOUSING
Author
23132
SCALE: 12" = 1'-0"

SITE SURVEY (EAST) - FOR REFERENCE ONLY

16.44 SAN FRANCISCO MUSEUM OF MODERN
ART
151 THIRD STREET

SAN FRANCISCO
CALIFORNIA 94103
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% CONSTRUCTION DOCUMENTS 10.07.2015

ARCHITECTURE

INTERIORS

PLANNING URBAN DESIGN
PIER 1 THE
EMBARCADERO, BAY 2

SURVEY - FOR

REFERENCE ONLY
SCCS

EDUCATOR

HOUSING
Author
23132
SCALE: 12" = 1'-0"

SITE SURVEY (WEST) - FOR REFERENCE ONLY

16.45 SAN FRANCISCO MUSEUM OF MODERN
ART
151 THIRD STREET

SAN FRANCISCO
CALIFORNIA 94103
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% CONSTRUCTION DOCUMENTS 10.07.2015

ARCHITECTURE

INTERIORS

PLANNING URBAN DESIGN
PIER 1 THE
EMBARCADERO, BAY 2

SURVEY - FOR

REFERENCE ONLY
SCCS

EDUCATOR

HOUSING
Author
23132
SCALE: 12" = 1'-0"

SITE SURVEY (PENDING EASEMENT) - FOR REFERENCE ONLY

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X F:\23132 Santa Cruz Educator Housing\MILESTONES\240315_50SD\Titleblock\TB-30x42-EHDD-EHDDBlack+White-952547.jpg PROJECT ADDRESS 313 SWIFT ST SANTA CRUZ, CA 95060 SCCS Educator Housing Stamp Consultant Sheet Number Sheet Title EHDD Job Number Drawn by Scale Printing Date 100% SCHEMATIC DESIGN 06.14.2024 PIER 1, BAY 2 THE EMBARCADERO SAN FRANCISCO, CA 94111 [email protected] +1 415-285-9193 Revisions and Description Date 1509 SEABRIGHT AVENUE, SUITE A2 SANTA CRUZ, CA 95062 TEL (831) 426-5313 www.iflandengineers.com 100% SCHEMATIC DESIGN 08.28.2024 1 PER CITY COMMENTS 08.28.2024 C4.0 SCHEMATIC FIRE ACCESS PLAN 16.52 X X X X X X X X X X X X X X X X V V V V X X X X X X X X X X X X X X PROJECT ADDRESS 313 SWIFT ST SANTA CRUZ, CA 95060 SCCS Educator Housing NW23132 Stamp Consultant Sheet Number Sheet Title EHDD Job Number Drawn by Scale Printing Date 100% SCHEMATIC DESIGN 06.14.2024 PIER 1, BAY 2 THE EMBARCADERO SAN FRANCISCO, CA 94111 [email protected] +1 415-285-9193 Revisions and Description Date 515 SWIFT ST. SANTA CRUZ CA 95060 PHONE 831.423.6040 | WWW.JLJA.COM California Landscape Architect License 3163 SCALE: 1"=20'-0" 0 10' 20' 40' 1" = 20'-0" TPZ1.00 TREE REMOVAL & PROTECTION PLAN TREE PROTECTION AND REMOVAL NOTES 1. THE PROJECT ARBORIST MUST ATTEND A PRE-CONSTRUCTION MEETING WITH THE GENERAL CONTRACTOR AND THE GRADING CONTRACTOR BEFORE ANY SITE WORK PROCEEDS IN ORDER TO DISCUSS TREE PROTECTION REQUIREMENTS. THE PROJECT ARBORIST MUST ALSO BE NOTIFIED CONCERNING SCHEDULED SITE MEETINGS THROUGHOUT THE CONSTRUCTION PERIOD. 2. TREE PROTECTION ZONE FENCING MUST BE INSTALLED AND APPROVED BY THE PROJECT ARBORIST BEFORE ANY EQUIPMENT COMES ON SITE AND ANY SITE WORK PROCEEDS. 3. THE PROJECT ARBORIST MUST PROVIDE SUPERVISION AND OVERSIGHT IN THE EVENT THAT ANY GRADING, EXCAVATION, OR TRENCHING WORK WILL ENCROACH WITHIN THE TREE PROTECTION ZONES DEFINED BY TPZ FENCES. THE PROJECT ARBORIST MUST PROVIDE DIRECTION AND SUPERVISION CONCERNING REQUIRED ROOT PRESERVATION AND ROOT PRUNING MEASURES. 4. THE PROJECT ARBORIST MUST PROVIDE SUPERVISION AND OVERSIGHT CONCERNING ALL CONSTRUCTION DISTURBANCES THAT ENCROACH WITHIN THE CRITICAL ROOT ZONES AREAS OF PROTECTED TREES (AS DEFINED BY THEIR CANOPY DRIP LINE PERIMETERS OR THEIR TRUNK DIAMETER MEASUREMENTS). 5. THE PROJECT ARBORIST MUST BE NOTIFIED IN THE EVENT THAT SIGNIFICANT ROOTS, 2-INCH DIAMETER OR LARGER, ARE FOUND DURING ANY GRADING, TRENCHING, OR CONSTRUCTION ACTIVITIES. THE WORK SHALL STOP, ROOTS SHALL BE COVERED WITH BURLAP OR MULCH, AND PROJECT ARBORIST CONTACTED TO PROVIDE RECOMMENDATIONS ON ROOT CUTTING AND TREATMENT OF IMPACTED ROOTS PRIOR TO CONTINUING WORK. 6. PROJECT ARBORIST TO PROVIDE GUIDANCE AND SUPERVISION PERTAINING TO REQUIRED TREE PRUNING WORK, MEET WITH THE APPROVED TREE SERVICE PROVIDER TO DISCUSS THE REQUIRED SCOPE OF WORK, AND PROVIDE INSPECTIONS AND OVERSIGHT AS NEEDED. ARBORIST'S INSPECTION SCHEDULE TREE SUMMARY: PROPOSED NUMBER OF EXISTING TREES TO REMAIN WITHIN LIMITS OF WORK: 10 PROPOSED NUMBER OF EXISTING TREES TO BE REMOVED: 12 PROPOSED NUMBER OF HERITAGE TREES TO BE REMOVED: 5 PROPOSED NUMBER OF EXISTING STUMPS TO BE REMOVED: 6 PROPOSED NUMBER OF NEW TREES: 122 (REFER TO L1.00 AND L1.01) LEGEND PROPERTY LINE EXISTING TREE TO BE PROTECTED IN PLACE (APPROXIMATE CANOPY) EXISTING TREE TO BE REMOVED (APPROXIMATE CANOPY) TREE PROTECTION FENCING (TEMPORARY) EXISTING TREES TO BE REMOVED TREE NUMBER SPECIES DBH (INCHES) NOTES 6 ACER BUERGERIANUM (MT) 7/4/4 11 POPULUS NIGRA ‘ITALICA’ (MT) 5/4/3 13 PRUNUS SPP. 6 14 MALUS SPP. 4 15 HESPEROCYPARIS MACROCARPA 56.5 PROTECTED HERITAGE TREE 16 HESPEROCYPARIS MACROCARPA 62 PROTECTED HERITAGE TREE 17 POPULUS NIGRA ‘ITALICA’ 25 PROTECTED HERITAGE TREE 19 POPULUS NIGRA ‘ITALICA’ (MT) 8/12 20 POPULUS NIGRA ‘ITALICA’ (MT) 14/16 PROTECTED HERITAGE TREE 22 DODONEA VISCOSA (MT) 4/3/3 25 EUCALYPTUS POLYANTHEMOS 28.5 PROTECTED HERITAGE TREE 26 QUERCUS ILEX (MT) 13/8.5 X X X EXISTING FENCE SWIFT STREET TREE REPLACEMENT NOTES: 1. PER COASTAL ZONE REQUIREMENTS, TREE REMOVAL REQUIRES A 2:1 REPLACEMENT. 2. TREES PROPOSED TO BE REMOVED MUST BE REPLACED WITH MINIMALLY TWO, 24"-INCH BOX-SIZED TREES 1. A TREE PRESERVATION ZONE (TPZ) SHALL BE ESTABLISHED AS SHOWN ON PLAN AND AS VERIFIED IN THE FIELD WITH OWNER'S REPRESENTATIVE OR PROJECT ARBORIST. PROJECT ARBORIST MUST INSPECT AND DOCUMENT THE INSTALLATION OF TREE PROTECTION BEFORE ANY EQUIPMENT COMES ON SITE. 2. TREE PROTECTION ZONE FENCING - FENCE HEIGHT TO BE 6 FEET AND MUST BE COMPRISED OF STEEL CHAIN-LINK CONSTRUCTION, ATTACHED TO STEEL POSTS DRIVEN INTO THE GROUND. LAMINATED TREE PROTECTION NOTICES MUST BE ATTACHED TO TPZ FENCES AT DISTANCES OF EVERY 10 FEET. ALL CONSTRUCTION ACTIVITIES MUST BE EXCLUDED FROM FENCED TREE PROTECTION ZONES. THESE FENCES MUST NOT BE DISMANTLED OR MOVED AT ANY TIME DURING THE CONSTRUCTION PERIOD, WITHOUT FIRST OBTAINING THE CONSENT OF THE OWNER'S REPRESENTATIVE OR PROJECT ARBORIST. 3. CONTRACTOR TO SUBMIT SCHEDULE OF TREE PROTECTION FENCE INSTALLATION AND REMOVAL FOR REVIEW AND APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO FENCE INSTALLATION OR REMOVAL. 4. VEHICLES AND EQUIPMENT MUST BE EXCLUDED FROM TREE PROTECTION ZONES. NO MATERIALS, TOOLS, DEBRIS, EXCESS SOIL, CHEMICALS, OR WASTE PRODUCTS MAY BE STORED OR DISPOSED OF WITHIN THESE PROTECTED AREAS. SOLVENTS, LIQUIDS, CONCRETE WASH-OFF, OR ANY TYPE OF DEBRIS SHOULD BE DISPOSED OF PROPERLY, NEVER WITHIN THIS PROTECTED AREA. 5. ALL TRENCHING NEAR EXISTING TREES TO REMAIN SHALL BE HAND DUG AND REVIEWED BY OWNER'S REPRESENTATIVE OR PROJECT ARBORIST. 6. NO SOIL COMPACTION SHALL OCCUR WITHIN THE TPZ. SOIL SURFACE WITHIN THE TPZ SHALL BE MULCHED WITH A 4-INCH LAYER OF AGED WOOD CHIPS AND SET BACK 9 INCHES FROM TRUNKS AT GRADE. WOOD CHIP MULCH SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO ORDERING. SUBMIT MULCH SAMPLES TO OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 7. NATURAL GRADE AROUND TPZ SHALL BE MAINTAINED. NO ADDITIONAL FILL OR EXCAVATION WILL BE PERMITTED WITHIN AREAS OF TREE ROOT DEVELOPMENT. 8. UNAUTHORIZED PRUNING OF ANY TREE SHALL NOT BE ALLOWED. IF ANY TREE CANOPY ENCROACHES ON THE PROJECT AREA, THE REQUIRED PRUNING WILL BE DONE WITH AUTHORITY OF OWNER'S REPRESENTATIVE OR PROJECT ARBORIST AND TO INTERNATIONAL SOCIETY OF ARBORICULTURE GUIDELINES (ISA) AND AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A-300 PRUNING STANDARDS. 9. PROVIDE TEMPORARY IRRIGATION TO ALL TREES WITHIN THE FENCED AREA. CONTRACTOR TO PROVIDE WATERING SCHEDULE FOR OWNER'S REPRESENTATIVE REVIEW AND APPROVAL. WATERING SCHEDULE TO BE SUBMITTED FOR APPROVAL TEN (10) CALENDAR DAYS BEFORE CONSTRUCTION START DATE AND CONTINUE THROUGHOUT CONSTRUCTION UNTIL FINAL SIGN OFF BY OWNER'S REPRESENTATIVE. 10. CONTRACTOR TO REMOVE TREES AS SHOWN ON THE PLAN. PRIOR TO REMOVAL, CONTRACTOR TO CLEARLY MARK TREES AND WALK SITE WITH OWNER'S REPRESENTATIVE TO VERIFY TREES TO BE REMOVED. 11. CONTRACTOR TO FULLY REMOVE AND GRIND OR DIG OUT ALL STUMPS OF TREES TO BE REMOVED. 12. TREE PROTECTION FENCING TO BE REMOVED BY CONTRACTOR AFTER COMPLETION OF CONSTRUCTION AND AS DIRECTED BY OWNER'S REPRESENTATIVE. 13. SALVAGE AND REUSE REMOVED AND FALLEN EXISTING TREES ON SITE, IF POSSIBLE. 14. REFER TO CIVIL PLANS FOR EROSION CONTROL INFORMATION. 15. REFER TO CIVIL PLANS FOR GRADING AND DRAINAGE INFORMATION. 16. REFER TO ARBORIST REPORT BY NIGEL BELTON, DATED MAY 24TH, 2024, FOR ADDITIONAL INFORMATION. #1#2 #3 #4#5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #16 #15 #17 #19 #20 #21 #22 #23 #24 #25 #26 #XX #XX S S S S S S EXISTING TREE STUMP TO BE REMOVED S TREE STUMPS TO BE REMOVED - TYP. TREE STUMP TO BE REMOVED - TYP. TREE STUMP TO BE REMOVED - TYP. REFER TO ARBORIST REPORT BY NIGEL BELTON DATED MAY 24TH, 2024 #18 PREVIOUSLY REMOVED BY OTHERS TREE SUMMARY AND REPLACEMENT NOTES 100% SCHEMATIC DESIGN R1 08.28.2024 PLANNING PERMIT R1 08.28.2024 16.53 PROJECT ADDRESS 313 SWIFT ST SANTA CRUZ, CA 95060 SCCS Educator Housing NW23132 Stamp Consultant Sheet Number Sheet Title EHDD Job Number Drawn by Scale Printing Date 100% SCHEMATIC DESIGN 06.14.2024 PIER 1, BAY 2 THE EMBARCADERO SAN FRANCISCO, CA 94111 [email protected] +1 415-285-9193 Revisions and Description Date 515 SWIFT ST. SANTA CRUZ CA 95060 PHONE 831.423.6040 | WWW.JLJA.COM California Landscape Architect License 3163 L1.00 LANDSCAPE SITE PLAN LANDSCAPE DESIGN NARRATIVE SCALE

T+E LANDSCAPE DESIGN )OR T+IS 08LTI)A0IL< RESIDENTIAL PRO-ECT INTENDED )OR T+E SC+OOL DISTRICT :OR.)ORCE AI0S TO )OSTER A SENSE O) CO008NIT< T+RO8G+ S+ARED O8TDOOR GAT+ERING SPACES IN A PAR.LI.E SETTING T+E DESIGN CONNECTS S0OOT+L< TO CIRC8LATION RO8TES EN+ANCES VIE:S )OR RESIDENTS AND NEIG+%ORS AND )ORGES LIN.S TO T+E O8TDOORS T+E LANDSCAPE INCORPORATES IN)OR0AL NAT8RE PLA< SPACES )EAT8RING %O8LDERS LOGS AND ST80PS NAT8RAL 0ATERIALS S8C+ AS :OOD AND DECO0POSED GRANITE CONTRI%8TE TO T+E COASTAL AEST+ETIC :+ILE CONCRETE AND STEEL CO0PLE0ENT NEIG+%ORING IND8STRIAL ARC+ITECT8RE T+E LANDSCAPE DESIGN APPROAC+ OPTI0I=ES T+E OVERALL LIVING E;PERIENCE )OR T+E SC+OOL DISTRICT :OR.)ORCE :+ILE +AR0ONI=ING :IT+ SANTA CR8=·S 8NI48E C+ARACTER 1" = 20'-0" S:I)T STREET A8TO0ATIC SLIDING VE+IC8LAR GATE STREET TREE AND TREE GRATE PER CIT< STANDARD DETAIL

LOADING =ONE
0A;I080
TALL RETAINING :ALL CONCRETE RETAINING :ALL :IT+ )ENCE ON TOP :ALL TO %E 0A;I080 TALL 8NLESS OT+ER:ISE NOTED CO0%INED :ALL AND )ENCE +EIG+T TO %E TALL ON PAT+ SIDE A8TO0ATIC SLIDING VE+IC8LAR GATE A8TO0ATIC SLIDING VE+IC8LAR GATE
CLASS %I.E PAR.ING SPACES

CLASS %I.E PAR.ING SPACES

CLASS %I.E PAR.ING SPACES E;ISTING %8ILDING E;ISTING %8ILDING O))SITE COVERED TRAS+ ENCLOS8RE ONSITE COVERED TRAS+ ENCLOS8RE E;ISTING SIDE:AL. TO RE0AIN NE: :IDENED SIDE:AL. RE)ER TO CIVIL I0PROVE0ENT PLANS E;ISTING CONCRETE TO RE0AIN OPEN SPACE PROPOSED PRIVATE OPEN SPACE S)
0IN
:IDT+
PROPOSED CO00ON8SEA%LE OPEN SPACE
S)
0IN
:IDT+
N80%ER O) D:ELLING 8NITS
8SEA%LE OPEN SPACE PER 8NIT
S) NOTE
8SEA%LE OPEN SPACE S+ALL CO0PL< :IT+ SANTA CR8= 08NICIPAL CODE SC0C PRIVATE 8SEA%LE OPEN SPACE 08ST %E AT LEAST )EET IN AN< +ORI=ONTAL DI0ENSION AND CO00ON 8SEA%LE SPACE 08ST %E AT LEAST )EET IN AN< +ORI=ONTAL DI0ENSION
CLASS %I.E PAR.ING SPACES AND

%I.E SERVICE STATION INSIDE %8ILDING

CLASS %I.E PAR.ING SPACES AND

%I.E SERVICE STATION INSIDE %8ILDING

%I.E DEPOTS

CLASS %I.E PAR.ING SPACES

%I.E DEPOTS

CLASS %I.E PAR.ING SPACES

LEGEND DECO0POSED GRANITE
S)
PERVIO8S CONCRETE PAVING
S)
E;ISTING TREE TO %E PROTECTED IN PLACE PROPERT< LINE ELECTRIC %%4 TOTAL
LITTER AND REC<CLING RECEPTACLES
SETS TOTAL
ACCESSI%LE PICNIC TA%LE
TOTAL

DECORATIVE PAVING
S)
E;ISTING )ENCE REPLACE AS NEEDED C+IPSEAL OR STA%ILI=ED DECO0POSED GRANITE )IRE TR8C. RATED S)
LA:N
S)
%IORETENTION PLANTING
S)
PICNIC TA%LE
TOTAL
TOP TA%LE
TOTAL
%O8LDERS
TOTAL
:OOD LOG
TOTAL
S0ALLCANOP< TREE
TOTAL
LARGECANOP< TREE

TOTAL
VINE S+R8% AND GRO8ND COVER PLANTING
S)
STEEL PIC.ET )ENCE )EET TALL
L)
0ETAL +EADER
L)
%ENC+
TOTAL
CONCRETE STAIRS RE0OVA%LE %OLLARDS
TOTAL
CONCRETE %LOC. RETAINING :ALL :IT+ CAP
L)

SCREENING PLANTING
S)
T8R) %LOC. )IRE TR8C. RATED
S)

SEEDED PLANTING
S)
:OOD PEDESTRIAN %RIDGE %8ILDING OVER+ANG )IRE TR8C. T8RN ARO8ND STREET TREE TOTAL
RE)RES+ O) E;ISTING PLANTING
S)
PAR.ING LOT TREE
TOTAL

ACCESS GATES )OR E;ISTING )ENCING AT SC+OOL RESIDENTONL< ACCESS PROPERT< TO %E REPLACED P8%LIC CONNECTION )RO0 S:I)T STREET TO DER%< PAR. ACCESS SC+OOL ACCESS :IDE )LARE AT PEDESTRIAN CONNECTION

:IDE )LARE AT PEDESTRIAN CONNECTION

1 1 1 1 2 2 2 5 5 5 5 66 6 6 3 3 CODE DESCRIPTION )I;ED OR 0OVA%LE SEATING PICNICST<LE TA%LES S+ADE TREES NATIVE +A%ITAT O8TDOOR .ITC+EN E48IP0ENT LA:N AREA 123456 OPEN SPACE PROGRAMMING 3 CLASS %I.E RAC. DERO +OOP RAC. +EAV< D8T< TOTAL SPACES

CLASS PRE)A%RICATED %I.E S+ELTER CAGED :IT+ ELECTRONIC ACCESS DERO %I.E S+ELTERS :IT+ DERO DEC.ER %I.ES

DEPOTS TOTAL SPACES
4 4 PRIVATE OPEN SPACE
PATIO
T<P

100% SCHEMATIC DESIGN R1 08.28.2024 PLANNING PERMIT R1 08.28.2024 16.54 SYMBOL TYPE QUANTITY TREES SMALL CANOPY TREE: - CARPINUS BETULUS 'FASTIGIATA' - LAGERSTROEMIA INDICA - HYMENOSPORUM FLAVUM 57 PARKING LOT TREE: - LAURUS NOBILIS 'SARATOGA' - METROSIDEROS EXCELSA 20 STREET TREE: - ARBUTUS X 'MARINA' 6 LARGE CANOPY TREE: - QUERCUS AGRIFOLIA - LOPHOSTEMON CONFERTUS 39 PROJECT ADDRESS 313 SWIFT ST SANTA CRUZ, CA 95060 SCCS Educator Housing NW23132 Stamp Consultant Sheet Number Sheet Title EHDD Job Number Drawn by Scale Printing Date 100% SCHEMATIC DESIGN 06.14.2024 PIER 1, BAY 2 THE EMBARCADERO SAN FRANCISCO, CA 94111 [email protected] +1 415-285-9193 Revisions and Description Date 515 SWIFT ST. SANTA CRUZ CA 95060 PHONE 831.423.6040 | WWW.JLJA.COM California Landscape Architect License 3163 N/A L1.01 LANDSCAPE NOTES, PLANT LIST, & PLANT IMAGES IRRIGATION NOTES PLANTING NOTES 1. THE IRRIGATION SYSTEM, IN COMPLIANCE WITH STATE AND LOCAL WATER EFFICIENT LANDSCAPE ORDINANCES, WILL BE DESIGNED TO APPLY THE MINIMUM AMOUNT OF WATER REQUIRED TO MAINTAIN GOOD PLANT HEALTH. TO ACCOMPLISH THIS, THE SYSTEM WILL INCLUDE AN AUTOMATIC WEATHER-BASED CONTROLLER, RAIN SHUT-OFF DEVICE, MASTER CONTROL VALVE, FLOW SENSOR, MATCHED PRECIPITATION RATE SPRINKLER HEADS, ROTORS, BUBBLERS, OR DRIP EMITTERS, A PROPER SETBACK FROM NON-PERMEABLE SURFACES, AND SEPARATE SOLENOID CONTROL VALVES FOR DIFFERENT HYDROZONES (PLANT WATER USE LEVELS); IT WILL BE DESIGNED TO PREVENT RUNOFF AND OVERSPRAY. THE IRRIGATION SYSTEM WILL INCLUDE WATERING SCHEDULES BASED ON LOCAL EVAPOTRANSPIRATION DATA TAKEN FROM CIMIS AND WILL BE REGULATED BY THE AUTOMATIC IRRIGATION CONTROLLER. 1. CONTRACTOR SHALL PROCURE PLANT SPECIES WITHIN THIRTY (30) DAYS OF AWARD OF THE CONTRACT. CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING REQUIRED DEPOSITS TO ENSURE TIMELY PROCUREMENT OF THE SPECIFIED PLANTS. CONTRACTOR SHALL PROVIDE OWNER'S REPRESENTATIVE WITH WRITTEN VERIFICATION (RECEIPTS) SHOWING PROCUREMENT TO MEET THE PLANTING REQUIREMENTS. CONTRACTOR TO SUBMIT PHOTOGRAPHS OF ALL PLANTS FOR REVIEW AND APPROVAL BY OWNER'S REPRESENTATIVE. PLANTS MAY NEED TO BE CONTRACT GROWN TO ENSURE PLANT AVAILABILITY. 2. ALL EXISTING TREES TO REMAIN SHALL BE PROTECTED IN PLACE UNLESS NOTED OTHERWISE. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE OF ANY KIND TO EXISTING TREES DURING THE COURSE OF CONSTRUCTION. 3. HOLD FINISHED GRADES FOR SHRUB AREAS 1 1/2 INCHES BELOW TOP OF ADJACENT PAVEMENT OR WALLS, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 4. GRADUALLY ROUND OFF TOPS AND TOES OF ALL PLANTED SLOPES TO PRODUCE A SMOOTH AND NATURAL TRANSITION BETWEEN EXISTING PLANTING, FINISH GRADES, AND NEW PLANTING. 5. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE A MINIMUM OF FIVE (5) DAYS IN ADVANCE TO SCHEDULE PLANT DELIVERY DATES. OWNER'S REPRESENTATIVE SHALL INSPECT PLANTS UPON ARRIVAL AND RESERVES THE RIGHT TO REJECT PLANTS. 6. CONTRACTOR SHALL PLACE PLANTS AS SHOWN ON PLAN AND VERIFY LOCATION WITH OWNER'S REPRESENTATIVE. OWNER'S REPRESENTATIVE MAY REQUEST THAT CONTRACTOR ADJUST OR RELOCATE PLANTS ON-SITE AS NEEDED TO PROPERLY COMPLETE DESIGN. 7. CONTRACTOR TO PROTECT ALL NEW PLANTS FROM GOPHERS, RODENTS, DEER, AND OTHER ANIMALS. TYPE AND EXTENT OF PROTECTION MEASURES SHALL BE DETERMINED BY CONTRACTOR AND SUBMITTED TO OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 8. TYPICAL OF ALL TREES - KEEP ALL SHRUBS, GRASSES, PERENNIALS, GROUND COVER, VINES, OR SUCCULENTS 18 INCHES CLEAR FROM ANY EXISTING OR NEW TREE TRUNK. 9. IF SOIL IS LIME TREATED, PLANTING AREAS TO BE EXCAVATED WITHIN 6 INCHES OF THE EDGE OF PAVING/CURB TO A MINIMUM DEPTH OF 18 INCHES OR UNTIL LIME-TREATED SOIL IS FULLY REMOVED. DISPOSE OF EXCAVATED SOIL OFF-SITE. PLANTING AREAS TO BE FILLED WITH IMPORTED TOPSOIL AMENDED PER SOILS REPORT. PLANTING AREAS TO BE TESTED FOR PROPER DRAINAGE PRIOR TO PLANTING. 10. COMPACTED SOILS MUST BE TRANSFORMED TO A FRIABLE CONDITION TO MAXIMIZE WATER RETENTION. 11. SOIL AMENDMENTS MUST BE INCORPORATED ACCORDING TO RECOMMENDATIONS OF THE SOIL ANALYSIS REPORT AND WHAT IS APPROPRIATE FOR THE PLANTS SELECTED. 12. INCORPORATE COMPOST INTO THE SOIL TO A MINIMUM RATE OF 6 CUBIC YARDS PER 1000 SQUARE FEET. SOILS WITH GREATER THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING UNLESS OTHERWISE DIRECTED BY LANDSCAPE ARCHITECT. 13. PROVIDE A MINIMUM OF 3 INCHES OF WOOD CHIP MULCH TO SOIL SURFACE AFTER PLANTING AND AROUND EXISTING TREES AND SHRUBS TO REMAIN. MULCH SHALL NOT BE PLACED WITHIN A 12-INCH DIAMETER OF TREE TRUNKS AND SHOULD BE KEPT FREE FROM THE CROWN OF ALL SHRUBS, GRASSES, AND PERENNIALS. DO NOT MULCH SEEDED AREAS. MULCH FOR RAIN GARDENS SHALL BE NON-FLOATING, AS ACCEPTED BY LANDSCAPE ARCHITECT. MULCH FOR ALL OTHER PLANTING AREAS SHALL BE 1/2-INCH TO 1-INCH DIAMETER REDWOOD CHIPS, FREE OF STICKS, DIRT, AND OTHER DEBRIS, AS ACCEPTED BY LANDSCAPE ARCHITECT. 14. CONTRACTOR TO REVIEW ALL PLANS AND SPECIFICATIONS FOR SUBMITTALS, TESTING, AND OTHER REQUIREMENTS. CONTRACTOR TO IMMEDIATELY NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN SITE CONDITIONS AND INTENT OF THESE DRAWINGS. ANY CONFLICTS WILL BE RESOLVED PRIOR TO COMPLETING WORK. PLANT IMAGES CONCEPTUAL PLANT LIST QUERCUS AGRIFOLIA (COAST LIVE OAK) CARPINUS BETULUS 'FASTIGIATA' (PYRAMIDAL EUROPEAN HORNBEAM) ARBUTUS X 'MARINA' LAGERSTROEMIA INDICA (CRAPE MYRTLE) (MARINA STRAWBERRY TREE) HEUCHERA MAXIMA (ISLAND ALUM ROOT) POLYSTICHUM MUNITUM (WESTERN SWORD FERN) MIMULUS AURANTIACUS (STICKY MONKEY-FLOWER) MUHLENBERGIA RIGENS (DEERGRASS) SALVIA CLEVELANDII (CLEVELAND SAGE) SALVIA SONOMENSIS (SONOMA SAGE) CEANOTHUS THYRSIFLORUS HETEROMELES ARBUTIFOLIA (TOYON) (BLUE BLOSSOM CEANOTHUS) VACCINIUM OVATUM (CALIFORNIA HUCKLEBERRY) SESLERIA AUTUMNALIS (AUTUMN MOOR GRASS) CALAMAGROSTIS FOLIOSA CAREX TUMULICOLA (FOOTHILL SEDGE) (CAPE MENDOCINO REED GRASS) TREES SHRUBS AND GROUND COVERS (15 GAL AND 24" BOX) SHRUBS (1 AND 5 GALLON UNLESS NOTED OTHERWISE) LAWN: - FESCUE AND BLUEGRASS BLEND SOD BIORETENTION PLANTING: - ACHILLEA MILLEFOLIUM - CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' - FESTUCA RUBRA - SISYRINCHIUM BELLUM SHRUB AND GROUND COVER PLANTING: - BACCHARIS PILULARIS 'PIGEON POINT' - CALAMAGROSTIS FOLIOSA - CAREX TUMULICOLA - HEUCHERA MAXIMA - LESSINGIA FILAGINIFOLIA 'SILVER CARPET' - MIMULUS AURANTIACUS - MUHLENBERGIA RIGENS - POLYSTICHUM MUNITUM - SALVIA CLEVELANDII - SALVIA SONOMENSIS - SESLERIA AUTUMNALIS - VACCINIUM OVATUM 30,600 SF 18,100 SF 6,300 SF SEEDED PLANTING: - CALIFORNIA NATIVE MEADOW SEED MIX SCREENING PLANTING: - ARCTOSTAPHYLOS MANZANITA 'DR. HURD' - CEANOTHUS 'JULIA PHELPS' - CEANOTHUS THYRSIFLORUS - HETEROMELES ARBUTIFOLIA 1,800 SF 3,700 SF REFRESH OF EXISTING PLANTING 4,500 SFSCREENING LAWN CEANOTHUS 'JULIA PHELPS' (SMALL LEAF MOUNTAIN LILAC) LESSINGIA FILAGINIFOLIA 'SILVER CARPET' (SILVER CARPET BEACH ASTER) BACCHARIS PILULARIS 'PIGEON POINT' (DWARF COYOTE BRUSH) ARCTOSTAPHYLOS MANZANITA 'DR. HURD' (DR. HURD MANZANITA) FESCUE AND BLUEGRASS BLEND SOD CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' (FEATHER REED GRASS)

BIORETENTION

ACHILLEA MILLEFOLIUM (YARROW) FESTUCA RUBRA (RED FESCUE) SISYRINCHIUM BELLUM (BLUE-EYED GRASS) SEEDED PLANTNIG CALIFORNIA NATIVE MEADOW SEED MIX HYMENOSPORUM FLAVUM (SWEETSHADE) LAURUS NOBILIS 'SARATOGA' (SARATOGA LAUREL) METROSIDEROS EXCELSA (NEW ZEALAND CHRISTMAS TREE) LOPHOSTEMON CONFERTUS (BRISBANE BOX) SYMBOL TYPE QUANTITY TOTAL NEW TREES: 122 100% SCHEMATIC DESIGN R1 08.28.2024 PLANNING PERMIT R1 08.28.2024 16.55 42" TT TREE
42" TT TREE
16" TREE
12" PINE
22" MT TREE
16" RDWD
16" RDWD
16" RDWD
16" RDWD
18" RDWD
46" STUMP
6" TREE
6" TREE
38" STUMP
36" STUMP
38" STUMP
16" TT TREE
18" MT TREE
4" TREE
4" TREE
4" TREE
4" TREE
6" TREE
5" TREE
20" TREE
IRR
RI R
UTIL. RISER
UT LI . R SI ER
UTIL.

UTIL.

51.67 51.70

52.46 52.39

52.39 53.93

53.94 55.64 55.82

56.30 55.9
5 9

6.20 56.18 56.19

56.30 56.32

55.94 55.97

56.01 55.7063

56.14 55.84

55.88 55.88

55.77 55.7
5 0

5.69 55.66

55.63 55.65

55.04 55.06

55.03 55.34

55.73 55.75

56.27 56.26

56.32 54.48 55.00 4.32

54.69 55.17 4.66

55.2854.96

53.91 4.74

54.2289

54.37 54.62

55.02 54.57 55.12

54.64 54.89

54.46 70.96
TOP
TOE
TOE
TOE
TOE
TOE
TEL
TV
TEL
EB
TV
TEL

52.58 54.37

52.43 52.91

49.97 50.06

53.85 47.64

52.67 50.06

52.81 53.78

51.01 53.30

55.57 55.69

54.50 54.08
EB
EB
SL
EB
FW
WM
FW
WM
GB
GB
GB
GB
GB
GB
GB

BASKETBALL COURT

DRINKING

FOUNTAIN
(E)

BUILDING
SHED
RAMP
GATE

CLF CLF
GATE
DENSE

VEGITATION
HEDGE
HEDGE
(E)

BUILDING
(E)

BUILDING

STORAGE SHED
(E)

BUILDING
BLOCK
WALL

BUSINESS SIGN

SEWER BOX
SCHOOL

CROSSING

PARKING
SDCB
RIM=53.61'
INV=51.83'
METAL

AWNING (E)

BUILDING
RAMP
(E)

MODULAR
(E)

MODULAR
RAMP
GATE
SDCB
RIM=53.59'
INV=51.59'
SDCB
RIM=53.33'
INV=46.93'

SCHOOL S GI N
STOP
SIGN
AHEAD

PARKING
SDCB
GRATE=50.05'
INV=47.27'

DR VI EWAY

PARKING
CLF
CLF
CLF
CLF

THRESHOLD
=53.90'
(E)

BUILDING

THRESHOLD
=53.87'

THRESHOLD
=53.84'
HOSE
BIB

CLUSTER
GROUP

MAILBOXES
GATE

GATE TRASH

ENCLOSURE

PLANTER
S GI N

DRIVEWAY
3"
CURB
DRAINS
SDCB w/
PUMP
GRATE=55.04'
INV=52.04'

AREA DRAIN
RIM=55.09'
INV=53.36'
NO

PARKING/
END
SDCB
GRATE=53.61'
INV=51.11'
SDCB
RIM=53.45'
INV=51.53'

THRESHOLD
=55.80'

BOLLARD LIGHT

GROUND LIGHT

PARKING

METAL FENCE
NO

PARKING

51.9 5
9 1.99

51.98 50.3
5 3

0.34 50.32

49.24 49.14 49.63

49.72 49.92

49.94 49.81

49.36 49.42

49.35 49.40

49.72 49.18

49.16 49.35

49.16 49.25

49.36 49.59

50.09 50.17

50.47 50.36 50.32

49.91 50.02

50.40 50.54

50.49 50.53

50.04 50.17

50.42 50.31 50.76

50.85 51.08

51.00 50.54

50.62 50.91

50.81 51.27

51.33 51.51

51.4450.98

51.09 51.25

51.14 51.61

51.71 51.90

51.79 51.34

51.46 51.58

51.43 51.89

51.97 51.97

52.09 51.56

51.80 52.15

51.66 52.07

52.54 52.45

52.00 52.12

52.23 52.11 52.58

52.64 52.90

52.80 52.32

52.47 52.76

52.57 52.98

52.75 52.61

52.44 52.29

52.14 52.02

51.86 51.69

51.50 51.27

51.08 50.85

50.60 50.35

50.16 49.95

49.72 49.86

49.86 50.11

50.15 50.34

50.61 50.82

50.85 51.03

51.05 51.25

51.28 51.42

50.06 50.26

50.45 50.65

50.94 51.14

51.37 51.58

51.81 52.00

52.14 52.32

52.53 52.80

53.07 53.35

52.89 52.71

52.58 52.54

53.06 53.02

53.05 53.44

53.61 53.79

53.79 53.99 53.78

53.56 53.55

53.70 53.64

53.69 53.57

54.21 53.28

53.27 53.68

53.89 54.78 54.68

54.78 53.90

54.13 55.23

55.02 54.13

54.03 53.34

53.56 53.18

52.79 52.68

53.05 52.97

53.43 52.73

52.73 53.63

53.86 53.42

53.14 53.10

52.61 52.29

52.10 52.21

52.09 52.07

53.69 53.63

53.65 53.66

53.76 54.00 3.8453.95

53.77 53.56

53.48 53.46

53.46 53.58

52.05 51.92

53.34 51.94

51.64 51.58

51.68 52.55

53.31 53.44

52.02 51.66

51.45 51.34

51.10 51.40

50.38 50.07

50.06 50.06

50.04 50.0
56 0.06

50.05 51.09

51.21 50.81

50.61 52.54

53.7953.89

53.93 53.95

53.90 53.89

53.93 53.92

53.92 53.91

53.91 53.93

53.93 53.92

53.91 53.91

53.91 53.94

53.95 53.93

53.90 53.93

53.93 53.90

53.92 53.92

53.92 53.7493

53.93 53.82

53.77 53.91

53.92 53.91

53.93 53.93

53.93 53.94

52.82 51.86

51.52 51.44

51.27 51.29

51.33 51.34

51.69 51.67

51.65 51.69

52.23 52.25

52.26 52.58

52.63 52.67 52.61

52.60 52.56

52.64 53.21

53.55 53.72

52.87 51.85

53.30 53.19

53.31 53.06

52.12 50.62 50.62

50.88 51.12

51.36 51.57

51.67 51.84

54.02 53.96

48.74 48.7
4 0

8.73 48.68

48.7 47

8.78 48.79

49.86 49.99

50.03 49.90 9.8

49. 6
83 49.81

50.49 50.39

50.1 50.
6 16

50.11 50.39

50.54 50.44

50.62 50.5

50. 5
55 50.58

50.34 50.68 0.70

50.50 50.80

50.80 50.77

51.50 51.86 51.91

51.77 51.75

52.40 52.56 52.57

52.43 52.4
5 2

2.56 52.56

52.30 52.18 2.50

51.83 51.90

51.18 50.53

52.20 52.27

52.41 52.39

52.70 52.74

52.70 52.72

52.75 52.74

52.74 52.74

52.76 52.38

52.35 52.45 52.45

51.92 52.14 52.23

52.14 50.57

50.71 50.09

49.71 49.71

49.65 49.66

49.08 49.09

49.0549.07 50.08

49.86 50.15

50.21 50.74 50.93

51.35 51.19

51.38 51.51

51.71 51.65

51.95 51.93

52.45 52.60

52.81 52.86

53.82 53.81

53.77 53.77

53.83 53.824

52.79 52.72

52.71 52.72

52.64 52.70

52.92 52.83

51.30 51.20

52.52 52.41

52.56 51.43

50.95 50.88

50.90 50.66

50.67 50.53

52.53 52.62

52.58 52.47

52.29 52.46

52.33 52.62 52.57

52.70 52.60

52.59 52.71

52.66 52.67

52.66 52.76

52.77 52.74 52.7
5 9

2.79 52.68 52.55

52.58 52.72

52.79 52.72 52.53

52.08 52.27

52.1 5
3 2.21

51.54 51.06

51.54 51.80

51.87 52.00

52.16 52.51

52.70 52.24

51.89 52.05

51.78 51.59

51.40 51.53

51.3312

50.71 50.84

50.30 50.23

50.10 50.73

52.77 52.24

51.68 52.62

52.76 52.64

53.00 53.10

53.10 53.11

53.25 52.05

53.49 53.50 3. 8

53.3021

53.071

53.29 53.32

53.82 53.63

53.78 52.34

52.68 53.02

52.84 52.71

53.28 53.26

52.68 2. 7

53.10 3.24

53.71 53.37

53.80 53.16

53.1 57

2.93 53.82

53.80 53.78

53.75 53.75

53.77 53.78

53.85 53.86

53.77 53.76 53.77

53.74 53.76

54.82 54.86

54.87 54.81

54.83 54.84

54.85 53.80

53.82 54.83

54.84 54.82

54.92 54.82

54.82 54.82

53.92 53.94

53.93 53.63 53.75

53.70 53.62

53.66 53.74

53.785

54.08 54.01

53.93 53.67

53.3 53.
9 51

53.57 53.57

53.62 53.70

53.80 53.67

53.49 53.95

53.87 53.97

53.94 53.91

53.89 53.75 3. 7

53.76 3.

53.65 53.78

53.77 53.69

53.68 53.77

53.78 3.80

54.40 54.38

54.14 53.80

54.00 53.9
5 9

3.98 53.93

53.79 54.06

53.97 54.00

53.96 53.95 53.94

53.9 53.
1 94

53.93 3.79

53.96 3. 5

53.89 53.81

53.81 53.88

53.87 53.81

53.81 53.82

53.88 53.88

53.59 53.82

53.91 53.88

53.94 54.00

53.99 53.96

53.94 53.95

53.94 53.93

53.93 53.9453.94

53.9 53.
5 96

53.93 53.94

53.95 53.94

53.94 53.94

53.96 53.87

53.84 53.93

53.86 53.94

53.78 53.68

53.94 53.95

53.97 53.94

54.13 54.09

53.97 54.02

54.11 54.14

53.93 53.92

53.92 53.88 3.

53.83 53.88

53.57 53.40

53.60 3.56

53.59 53.67

53.69 53.72

53.77 53.77

53.77 53.33

52.64 52.70

52.78 52.80

52.71 52.75

52.79 52.84 52.85

53.88 53.86

53.90 53.875 2

52.90 2.

52.89 52.94

52.97 53.74

53.78 53.79 53.66

53.81 53.86

53.8 5
7 3.62

53.60 53.64

53.41 53.66 53.46 3. 0

53.19 3.15

52.88 93

52.81 2.60

53.02 3.11

53.29 51.75

51.38 51.35

51.11 51.12

50.87 50.78

50.8450.85

50.87 50.87

50.89 50.83

50.76 50.78

50.75 50.78

50.91 51.12

53.00 51.26

50.91 51.13

50.96 50.61

50.72 50.61

51.13 50.70

51.04 51.08

50.75 51.00

50.70 50.56

50.37 50.74

50.76 51.23

50.54 50.26

50.80 50.50

50.84 50.96

50.74 50.82

50.94 50.54

50.29 50.23

50.19 49.92

49.95 49.91

49.91 49.93

49.96 50.13

50.94 51.11

53.82 53.94

53.93 53.94

53.98 53.91

53.90 53.96

53.96 53.96

53.94 53.71

53.77 53.61

53.86 53.95

53.97 53.97

53.96 53.96

54.66 54.00

54.09 54.23

54.45 5

4.62 54.44

54.32 55.04

54.84 54.56

52.75 52.82

52.57 52.18

52.75 52.78

52.70 52.84

53.06 53.12

53.12 52.79

53.03 54.20

54.57 53.36

52.82 52.78

52.73 52.81

52.77 52.60

52.51 52.39

52.39 52.48

52.28 51.88

52.70 52.52

51.41 51.22

53.98 54.13

54.41 54.50

54.58 54.43

54.46 54.89

55.02 55.32

55.09 54.88

55.64 55.50

55.97 55.89

55.45 55.59

55.59 55.44

55.85 55.83

55.37 55.53

55.47 55.32

55.42 55.28

55.71 55.72

55.30 55.38

55.28 55.28

55.36 55.22

55.63 55.53

55.46 55.59

55.15 55.30

55.54 55.58

55.61 55.63

55.69 55.76

55.82 55.86

55.90 56.05 56.06

56.08 56.02

56.00 55.95

55.992

55.983

55.87 55.93 55.90

55.86 55.86 55.842

55.80 55.84

55.8069

55.5765

55.83 56.01

55.97 55.72

55.90 55.91 56.17 55.78

55.44 55.8561

55.43 55.795

55.96603 55.62

55.89 56.32

56.10 56.3256.12

56.20 56.23

56.84 56.72

56.73 56.32

56.34 56.16 55.94

56.06 56.31

56.33 55.62 55.68

55.63 55.54

55.6271

55.56 55.72 56.05 5.97

56.31 56.57

56.76 56.76

56.76 56.74

56.58 56.83 55.89 93

55.93 5. 2

56.50 57.17

57.10 56.02

56.08 56.04

56.15 56.26

55.0 55.
4 08

55.25 55.38

55.35 55.41

55.32 55.75

55.0755.10

55.09 55.64 55.74

55.75 56.51

56.46 55.85

55.46 55.26

55.5 5
6 5.64 56.07 5.83

55.63 55.24

55.17 55.00

55.02 54.92

54.82 54.73

54.56 54.69

55.09 4.6354.69 5.1 54.73

54.71 55.10 4.68

54.38 55.04

54.55 54.49

54.40 55.0

54.56 54.28

54.46 54.68

54.86 55.07

55.36 55.61

55.45 55.41

55.25 55.11

54.91 54.75

54.69 54.69 55.22 54.71

54.78 55.26 54.79

54.85 55.28 54.87

55.00 55.2805

55.04 55.30

55.08 55.37

55.1 5
6 5.41

55.35 55.48

55.53 55.59

55.60 55.67

55.73 55.79

55.82 55.8364 57.28

56.53 56.52 55.90 5.87

55.74 5. 0

55.59 5.62

55.59 55.59

55.62 55.53

55.4857

55.49 55.42

55.34 55.45

55.45 32

55.29 55.39 55.38

55.36 55.47

55.46 55.44

55.23 53.98

53.89 53.91

53.90 53.90

53.92 54.00

54.04 54.49 54.46

54.35 54.80 54.12

54.23 54.23

54.29 54.77 54.07

53.94 53.63

53.63 53.59

53.61 53.58

53.79 53.90 54.29

53.57 53.50

53.49 53.48

53.45 54.16

54.08 53.98

53.92 53.91

53.96 55.2
5 2

5.25 55.7549

55.62 55.35

55.17 55.1
5 1

5.16 54.89 55.3821

55.39 54.85 54.49

54.9247

54.45 54.48

54.96 54.31

54.52 54.70

54.31 54.98

54.57 54.62 55.02

54.62 55.0
5 2

5.07 54.75

54.65 55.06

54.65 55.12

55.14 54.74

54.94 54.615 46

54.46 54.60

55.05 54.55

54.61 55.06 54.55

54.75 54.76 54.82

54.78 55.2706

54.80 54.86 55.2
50 4.84

54.72 54.68 55.23

54.70 54.82

55.24 54.80

55.16 55.18 54.76

54.71 55.13 4.30

54.45 55.12 54.62

54.6453

54.46 54.91

55.24 55.38

55.41 55.3
5 2

6.86 56.86

56.86 56.86

55.38 55.38

55.17 55.16 55.05

54.90 55.16

54.72 4. 6 55.18 4.93

54.85 54.63

54.21 54.14

54.09 54.39 54.9366

54.48 54.94 54. 754.46 5.01 54.57

54.79 54.31

54.24 4. 6 54.7459

54.49 54.67

54.24 54.35

54.32 54.8358

54.74 54.36

54.48 54.936

54.93 55.02

54.67 54.91 54.41

54.46 54.92 54.77

54.84 54.41

54.42 54.36

54.4954.96

54.54 54.86

54.49 54.95 54.48

54.41 54.89

54.21 54.78 54.69

54.69 54.71

54.22 54.35

54.9288

54.9855.04 54.26

54.78 54.28

54.25 54.02

54.48 55.02 54.69

54.6085

54.36 54.30

54.8360 54.5178

54.43 54.49

54.735 58

54.64 54.89

55.24 54.89

55.25 55.06

54.74 4.88

54.78 54.51

54.85 54.92

54.67 54.66

54.66 54.50

54.22 54.09

54.18 54.14

54.06 53.51

53.90 54.96

54.86 54.57

54.46 54.49

54.63 54.95

55.0854.71

55.14 55.09

55.04 55.04

54.65 54.59 54.99 54.60

54.39 54.95

54.55 54.48

54.93 54.27

55.17 54.96

55.17 55.13

55.13 55.12

55.13 55.13

71.12 55.40

55.59 54.96

55.22 55.76

55.78 55.80

55.26 55.60 55.47

54.48 54.56

56.5" HESPEROCYPARIS
22" STUMP
62" AT 12"> GROUND

HESPEROCYPARIS
4"/3"/3" DODONEA
8"/12" POPULUS
14"/16" POPULUS
25+" POPULUS
6" PRUNUS 4" MALUS
44" PINUS

7.5"/7"8"/5.5" CINNAMOMUM
25+" POPULUS
40" POPULUS
8"/17" POPULUS
14" POPULUS
11" PINUS
18" SEQUOIA

16.5" SEQUOIA
17" SEQUOIA

16.5" SEQUOIA
20" SEQUOIA
21" JUGLANS
16" TT TREE 18" MT TREE
4" TREE 4" TREE
6" TREE
5" TREE
17" CINNAMOMUM
4" TREE
4" TREE

NI KRAP G
ON

NI KRAP G
VE

GRAHC GNI
YLNO
VE

GRAHC GNI
YLNO

COMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT ON

NI KRAP G
ON

NI KRAP G
VE

GRAHC GNI
YLNO

COMPACT COMPACT COMPACT

AP MOC TC AP MOC TC

COMPACT

AP MOC TC AP MOC TC AP MOC TC
EV

CHARGING
ONLY
EV

CHARGING
EV
ONLY

CHARGING
ONLY
EV

CHARGING
ONLY
24 SPOTS
(11) STANDARD
(13) COMPACT
119 TOTAL SPOTS
(40) STANDARD
(58) COMPACT
(15) EV
(3) VAN ADA
(3) STANDARD ADA

X X X X X X X X X X X X X X X X X X X
X
X X X
X X
X

X X X X X X
X

X X X X X
121 TOTAL SPOTS
(83) COMPACT
(3) STANDARD
11 SPOTS
(10) STANDARD
(1) VAN ADA

X X X X X X X X X
1 A0.13
2 A0.13
(E) 1-STORY EDUCATIONAL BLDG TO REMAIN
NOTE:
• 3,308 S.F. EDUCATIONAL BUILDING USED THE

WESTSIDE PARENT EDUCATION NURSERY SCHOOL,
WHICH WILL MOVE OUT BY JANUARY 1, 2025.
• THE USE IS PROPOSED TO BE CHANGED TO

STORAGE EXCLUSIVELY FOR RESIDENTS OF THE
PROPOSED RESIDENTIAL DEVELOPMENT.
(E) 1-STORY BLDG TO REMAIN
NOTE:
• 2,077 S.F. ADMINISTRATIVE BUILDING USED BY THE

SANTA CRUZ EDUCATION FOUNDATION, WHICH WILL
MOVE OUT PRIOR TO THE START OF CONSTRUCTION.
• THE USE IS PROPOSED TO BE CHANGED TO BE

PROPERTY MANAGEMENT OFFICES AND SUPPORT

SPACES FOR THE PROPOSED RESIDENTIAL
DEVELOPMENT.

ASSUMED ACCESS EASEMENT,

SEE CIVIL & LANDSCAPE DWGS
241' - 3"
1 8' -
6 "
NOTE: PROJECT RETAINS EXISTING
ADDRSS AND APN DESIGNATION:
313 SWIFT STREET
APN: 003-16-132
ADJACENT ZONING: I-G / PER2
ADJACENT ZONING: I-G / PER2
ADJACENT ZONING: I-G / PER2
ADJACENT ZONING: I-G / PER2
R-1-5 ZONE (ACROSS SWIFT ST)
640' - 0"
259' -
9"
3 1
3' -
1 1
"

ACCESS TO SERGEANT DERBY PARK
(N) PUBLIC PATHWAY W/ ACCESS
FROM SWIFT ST. TO SERGEANT

DERBY PARK, SLD
70' -
1 1
"
(2) ONE STORY MOBILE, PORTABLE CLASSROOM

BUILDINGS TO BE REMOVED
NOTES:
• USED BY THE SANTA CRUZ OFFICE OF EDUCATION

TRANSITION PROGRAM, WHICH WILL MOVE OUT BY
JUNE, 2025.
• THESE BUILDINGS WILL BE REMOVED FROM THE
PROPERTY.

ARCHITECTURAL SITE PLAN LEGEND

PUBLIC FRONTAGE PARALLEL TO SWIFT STREET

PUBLIC FRONTAGE PARALLEL TO (N) PUBLIC ACCESS EASEMENT

TENANT SITE ENTRY POINTS AT SECURE FENCELINE, SEE LANDSCAPE DWGS

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:57:28 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt As indicated
A0.12

SITE PLAN

SCCS EDUCATOR

HOUSING
ZG
23132
A0.12 SCALE: 1" = 30'-0"
1 SITE PLAN - ARCH
N
FORMAL APP BACKCHECK 08.30.2024
FORMAL APP BACKCHECK 2 11.01.2024

16.56 LEVEL 2
EL +12' - 0"
LEVEL 3
EL +22' - 0"
LEVEL 4
EL +32' - 0"
ROOF
EL +42' - 0"

SWIFT STREET DERBY PARK
(E) BLDG
2 A0.13
T.O. PARAPET
EL +46' - 0"
243' - 11 7/8"

EAST WING (SOUTH)
126' - 8 3/4"

EAST WING
69' - 4 1/4"

COURTYARD

OBLIQUE

WEST WING

OBLIQUE
14' - 9 5/8"

PROPERTY LINEPROPERTY LINE
T.O. PARAPET
46' - 0"

MIDPOINT OF SLOPED ROOF
50' - 0"
35' - 0"

45.0°

NEIGHBORHOOD

TRANSITION PLANE

HEIGHT LIMIT
50' - 0"
LEVEL 1
EL +0' - 0"
LEVEL 2
EL +12' - 0"
LEVEL 3
EL +22' - 0"
LEVEL 4
EL +32' - 0"
ROOF
EL +42' - 0"
1 A0.13
ADJ (E) BLDG.

DELAWARE STREET GATEWAY SCHOOL
T.O. PARAPET
EL +46' - 0"

EAST/WEST PUBLIC ACCESS EASEMENT,

SEE CIVIL & LANDSCAPE DWGS

PROPERTY LINEPROPERTY LINE
19' - 1 5/8" 166' - 2 1/8" 83' - 5 1/8"
T.O. ELEVATOR OVERRUN
51' - 0"
35' - 0"

45.0°

NEIGHBORHOOD

TRANSITION PLANE

HEIGHT LIMIT
50' - 0"

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:57:30 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 1" = 20'-0"
A0.13

SITE SECTIONS

SCCS EDUCATOR

HOUSING
BK
23132
A0.13 SCALE: 1" = 20'-0"
1 E-W SITE SECTION
A0.13 SCALE: 1" = 20'-0"
2 N-S SITE SECTION
FORMAL APP BACKCHECK 08.30.2024
FORMAL APP BACKCHECK 2 11.01.2024

16.57 7"/8"/4" ACER 11" PINUS

16.5" SEQUOIA
17" SEQUOIA

16.5" SEQUOIA
20" SEQUOIA
X
X
X
X
X
X
XX
XX
X
X
21' - 1" 25' - 5"
38' - 3" 23' - 9"
46' - 6"
19' - 6 1/2"

RECEPTION
STOR
STOR

OFFICE OFFICE
OFFICE
OFFICE
OFFICE
STOR

COMMUNITY ROOM

COMMUNITY
ROOM

COMMUNAL

KITCHEN

RESTROOMS

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:57:31 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 1/8" = 1'-0"
A0.14
(E) BUILDING

FLOOR PLAN (FOR

REFERENCE)

SCCS EDUCATOR

HOUSING
Author
23132
A0.14 SCALE: 1/8" = 1'-0" 1 LEVEL 1 - (E) BUILDINGS
FORMAL APP BACKCHECK 2 11.01.2024

16.58 7"/8"/4" ACER
11" PINUS

16.5" SEQUOIA
17" SEQUOIA

16.5" SEQUOIA
20" SEQUOIA
X

X X X X X

X X X X X
X
(E) RESTROOMS TO REMAIN - 387 SF
BALANCE OF (E) SPACES CONVERTED TO STORAGE USE - 2,921 SF (E) OFFICE (BUSINESS) USE TO REMAIN - 2,077 SF

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:57:32 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 1/8" = 1'-0"
A0.15
(E) BUILDING

FLOOR PLAN -

PROPOSED USE

SCCS EDUCATOR

HOUSING
Author
23132
FORMAL APP BACKCHECK 2 11.01.2024
A0.15 SCALE: 1/8" = 1'-0"
1 LEVEL 1 - (E) BUILDINGS - PROPOSED USE

16.59 PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:57:48 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 12" = 1'-0"
A0.21

AXONOMETRIC
VIEWS

SCCS EDUCATOR

HOUSING
Author
23132
A0.21 SCALE: 1 AXONOMETRIC - FROM NE
A0.21 SCALE: 2 AXONOMETRIC - FROM SW

16.60 MILLWORK IN PLAN VIEW
808-A
Room Name
Numb ROOM NAME AND NUMBER

DOOR NUMBER

FLOOR PLAN LEGEND

NEW PARTITION AND DOOR

EXISTING TO REMAIN

NOT IN CONTRACT
EQ-1 EQUIPMENT
(E) EXISTING

ACCESSIBLE UNIT

COMMUNICATION UNIT
1-HR RATED WALL

FLOOR PLAN SHEET NOTES

1. FOR GENERAL NOTES APPLICABLE TO ALL DRAWINGS REFER TO THE "PROJECT GENERAL NOTES".

2. FOR ALL (N) INTERIOR ALUMINUM FRAMING AND GLAZING SYSTEM MATCH (E) ANODIZED ALUMINUM, TYP.

3. BASE PROJECT: LEVELS 1 - 3
DENSITY BONUS: LEVEL 4
2 A0.13
2 BR - (2A.1)
115
1 BR - (1A)
117
3 BR - (3A)
151
1 BR - (1B)
113
1 BR - (1B)
111
1 BR - (1B)
109
2 BR - (2A)
106

COMMUNITY ROOM
1 BR-MOB 102
147
2 BR - (2A)
144
2 BR - (2A)
146
2 BR - (2A)
148
2 BR - (2A)
150
STU
153
3 BR - (3A)
155
TRASH
T-1

BIKE RM
140
2 BR - (2A)
108
ELEC
145
JAN
141
E-CE-D
E-1
W-D
W-1
E-1.4
E-2
E-3
E-4
E-5
E-6.3E
-A.0E-AE-B
W-C
W-B
W-A
E-2.1
E-2.2
E-3.1
E-3.2
E-5.1
W-2
W-3.1
W-3
W-4
W-5
W-6
W-7
W-3.2
W-5.1
W-5.2
W-5.3
W-7.1
W1.1
W1.2

LAUNDRY RM
107

EXTERIOR CORRIDOR

EXTERIOR PATIO W/
DECORATIVE PAVERS, TYP.

PACKAGE RM
103
WC
104
MPOE
143
IDF
142

BREEZEWAY

STU-MOB
149

BIKE RM
110
ELEC
129
2 BR - (2A.1)
119
1 BR - (1C)
121
2 BR - (2A.1)
123
2 BR - (2A.1)
116
2 BR - (2A.1)
114
1 BR - (1C)
112
JAN
105
E-D.1E-EE-FE-GE-H
E-E.5E-F.5E-G.5E-H.5
E-3.6 E-6 E-6.1
E-1.2
E-7
E-1.1
E-6.2
E-1.5
W-A.0
W-D.1
E-3.5
A2.11AA2.11B
A2.11AA2.11B
IDF
125
MEP
127
ELEV
E1-1

EXTERIOR CORRIDOR

LOBBY/MAIL
101

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:57:52 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt As indicated
A2.01

FLOOR PLAN -
LEVEL 1

SCCS EDUCATOR

HOUSING
Author
23132
A2.01 SCALE: 1/16" = 1'-0" 1 LEVEL 1

16.61 MILLWORK IN PLAN VIEW
808-A
Room Name
Numb ROOM NAME AND NUMBER

DOOR NUMBER

FLOOR PLAN LEGEND

NEW PARTITION AND DOOR

EXISTING TO REMAIN

NOT IN CONTRACT
EQ-1 EQUIPMENT
(E) EXISTING

ACCESSIBLE UNIT

COMMUNICATION UNIT
1-HR RATED WALL

FLOOR PLAN SHEET NOTES

1. FOR GENERAL NOTES APPLICABLE TO ALL DRAWINGS REFER TO THE "PROJECT GENERAL NOTES".

2. FOR ALL (N) INTERIOR ALUMINUM FRAMING AND GLAZING SYSTEM MATCH (E) ANODIZED ALUMINUM, TYP.

3. BASE PROJECT: LEVELS 1 - 3
DENSITY BONUS: LEVEL 4
2 A0.13
3 BR-MOB
245
2 BR - (2A.1)
213
1 BR - (1B)
211
1 BR - (1B)
209
1 BR - (1B)
207
2 BR-MOB
202
1 BR - (1A)
215
2 BR - (2A)
246
3 BR -(3A)
247
2 BR - (2A)
248
2 BR - (2A)
250
2 BR - (2A)
244
3 BR - (3B)
251
2 BR - 2B
201

E-C E-D
E-1
W-D
W-1
E-1.4
E-2
E-3
E-4
E-5
E-6.3
E-A.0 E-A E-B
W-C
W-B
W-A
E-2.1
E-2.2
E-3.1
E-3.2
E-5.1
W-2
W-3.1
W-3
W-4
W-5
W-6
W-7
W-3.2
W-5.1
W-5.2
W-5.3
W-7.1
W1.1
W1.2
STU
243
1 BR - (1A)
240

ELEVATED WALKWAY
BRIDGE
LOUNGE
205
2 BR-MOB
204
TRASH
T-2
IDF
223
STU
249

EXTERIOR CORRIDOR
STU
208
2 BR - (2A)
206
2 BR - (2A.1)
217
2 BR - (2A.1)
221
2 BR - (2A.1)
214
1 BR - (1C)
210
IDF
242
2 BR - (2A.1)
212
1 BR - (1C)
219

ELEVATED

WALKWAY
BRIDGE
E-D.1 E-E E-F E-G E-H
E-E.5 E-F.5 E-G.5 E-H.5
E-3.6
E-6
E-6.1
E-1.2
E-7
E-1.1
E-6.2
E-1.5
W-A.0
W-D.1
E-3.5
A2.12AA2.12B
A2.12AA2.12B
JAN
203
MEP
227
MEP
225
ELEV
E1-2

EXTERIOR CORREDOR

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:57:56 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt As indicated
A2.02

FLOOR PLAN -
LEVEL 2

SCCS EDUCATOR

HOUSING
Author
23132
A2.02 SCALE: 1/16" = 1'-0"
1 LEVEL 2

16.62 MILLWORK IN PLAN VIEW
808-A
Room Name
Numb ROOM NAME AND NUMBER

DOOR NUMBER

FLOOR PLAN LEGEND

NEW PARTITION AND DOOR

EXISTING TO REMAIN

NOT IN CONTRACT
EQ-1 EQUIPMENT
(E) EXISTING

ACCESSIBLE UNIT

COMMUNICATION UNIT
1-HR RATED WALL

FLOOR PLAN SHEET NOTES

1. FOR GENERAL NOTES APPLICABLE TO ALL DRAWINGS REFER TO THE "PROJECT GENERAL NOTES".

2. FOR ALL (N) INTERIOR ALUMINUM FRAMING AND GLAZING SYSTEM MATCH (E) ANODIZED ALUMINUM, TYP.

3. BASE PROJECT: LEVELS 1 - 3
DENSITY BONUS: LEVEL 4
2 A0.13
3 BR - (3B)
351
2 BR - (2A)
344
2 BR - (2A)
346
2 BR - (2A)
348
2 BR - (2A)
350
LOUNGE
305
E-CE-D
E-1
W-D
W-1
E-1.4
E-2
E-3
E-4
E-5
E-6.3E
-A.0E-AE-B
W-C
W-B
W-A
E-2.1
E-2.2
E-3.1
E-3.2
E-5.1
W-2
W-3.1
W-3
W-4
W-5
W-6
W-7
W-3.2
W-5.1
W-5.2
W-5.3
W-7.1
W1.1
W1.2

SEISMIC JT

ELEVATED

WALKWAY BRIDGE
1 BR - (1A)
340
JAN
303
TRASH
T-3
3 BR - (3A)
345
3 BR - (3A)
347
STU
343
2 BR - 2B
301
2 BR - (2A)
302
2 BR - (2A)
304
2 BR - (2A)
306
1 BR - (1A)
315
2 BR - (2A.1)
313
1 BR - (1B)
311
1 BR - (1B)
309
1 BR - (1B)
307
2 BR - (2A.1)
317
1 BR - (1C)
319
2 BR - (2A.1)
321
1 BR - (1C)
310
2 BR - (2A.1)
312
2 BR - (2A.1)
314
E-D.1E-EE-FE-GE-H
E-E.5E-F.5E-G.5E-H.5
E-3.6 E-6 E-6.1
E-1.2
E-7
E-1.1
E-6.2
E-1.5
W-A.0
W-D.1
E-3.5
A2.13AA2.13B
A2.13AA2.13B
IDF
323
STU
308
IDF
342
STU
349
MEP
325

EXTERIOR CORRIDOR

ELEVATED

WALKWAY
BRIDGE
ELEV
E1-3

EXTERIOR CORREDOR
MEP
327

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:58:00 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt As indicated
A2.03

FLOOR PLAN -
LEVEL 3

SCCS EDUCATOR

HOUSING
Author
23132
A2.03 SCALE: 1/16" = 1'-0" 1 LEVEL 3

16.63 MILLWORK IN PLAN VIEW
808-A
Room Name
Numb ROOM NAME AND NUMBER

DOOR NUMBER

FLOOR PLAN LEGEND

NEW PARTITION AND DOOR

EXISTING TO REMAIN

NOT IN CONTRACT
EQ-1 EQUIPMENT
(E) EXISTING

ACCESSIBLE UNIT

COMMUNICATION UNIT
1-HR RATED WALL

FLOOR PLAN SHEET NOTES

1. FOR GENERAL NOTES APPLICABLE TO ALL DRAWINGS REFER TO THE "PROJECT GENERAL NOTES".

2. FOR ALL (N) INTERIOR ALUMINUM FRAMING AND GLAZING SYSTEM MATCH (E) ANODIZED ALUMINUM, TYP.

3. BASE PROJECT: LEVELS 1 - 3
DENSITY BONUS: LEVEL 4
2 A0.13
2 BR - (2A)
446
2 BR - (2A)
448
2 BR - (2A)
450
3 BR - (3B)
451
TRASH
T-4
E-CE-D
E-1
W-D
W-1
E-1.4
E-2
E-3
E-4
E-5
E-6.3E
-A.0E-AE-B
W-C
W-B
W-A
E-2.1
E-2.2
E-3.1
E-3.2
E-5.1
W-2
W-3.1
W-3
W-4
W-5
W-6
W-7
W-3.2
W-5.1
W-5.2
W-5.3
W-7.1
W1.1
W1.2

ELEVATED

WALKWAY BRIDGE
JAN
246
1 BR - (1A)
440
3 BR - (3A)
447
STU
449
3 BR -(3A)
445
STU
443
2 BR - (2A)
444
2 BR - 2B
401 2 BR - (2A)
402
2 BR - (2A)
404
2 BR - (2A)
406
STU
308
1 BR - (1B)
407
1 BR - (1B)
409
1 BR - (1B)
411
2 BR - (2A.1)
413
1 BR - (1C)
410
1 BR - (1C)
419
1 BR - (1A)
415
2 BR - (2A.1)
421
2 BR - (2A.1)
414
2 BR - (2A.1)
412
2 BR - (2A.1)
417
IDF
442
LOUNGE
405
E-D.1E-EE-FE-GE-H
E-E.5E-F.5E-G.5E-H.5
E-3.6 E-6 E-6.1
E-1.2
E-7
E-1.1
E-6.2
E-1.5
W-A.0
W-D.1
E-3.5
A2.14AA2.14B
A2.14AA2.14B
IDF
423

EXTERIOR CORRIDOR

ELEVATED

WALKWAY
BRIDGE
ELEV
E1-4

EXTERIOR CORREDOR
MEP
425
MEP
427

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:58:04 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt As indicated
A2.04

FLOOR PLAN -
LEVEL 4

SCCS EDUCATOR

HOUSING
Author
23132
A2.04 SCALE: 1/16" = 1'-0" 1 LEVEL 4
FORMAL APP BACKCHECK 2 11.01.2024

16.64 FLOOR PLAN SHEET NOTES

1. FOR GENERAL NOTES APPLICABLE TO ALL DRAWINGS REFER TO THE "PROJECT GENERAL NOTES".

2. FOR ALL (N) INTERIOR ALUMINUM FRAMING AND GLAZING SYSTEM MATCH (E) ANODIZED ALUMINUM, TYP.

3. BASE PROJECT: LEVELS 1 - 3
DENSITY BONUS: LEVEL 4
2 A0.13
E-CE-D
E-1
W-D
W-1
E-1.4
E-2
E-3
E-4
E-5
E-6.3
E-A.0E-AE-B
W-C
W-B
W-A
E-2.1
E-2.2
E-3.1
E-3.2
E-5.1
W-2
W-3.1
W-3
W-4
W-5
W-6
W-7
W-3.2
W-5.1
W-5.2
W-5.3
W-7.1
W1.1
W1.2
E-D.1E-EE-FE-GE-H
E-E.5E-F.5E-G.5E-H.5
E-3.6 E-6 E-6.1
E-1.2
E-7
E-1.1
E-6.2
E-1.5
W-A.0
W-D.1
E-3.5
A2.15AA2.15B
A2.15AA2.15B

ROOF PLAN LEGEND

STANDING SEAM METAL ROOFING

FUTURE PHOTOVOLTAIC PANELS BY SEPARATE PERMIT

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:58:05 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt As indicated
A2.05

ROOF PLAN

SCCS EDUCATOR

HOUSING
BK
23132
A2.05 SCALE: 1/16" = 1'-0" 1 ROOF
FORMAL APP BACKCHECK 08.30.2024

16.65 -
-
A3.03
1 A3.03
2 A3.03
3 W-D
W-1
W-C
W-B
W-A
W-2
W-3.1
W-3
W-4
W-5
W-6
W-7
W-3.2
W-5.1
W-5.2
W-5.3
W-7.1
W1.1
W1.2
A3.04
2 W-A.0
W-D.1
3 BR - (3A)
151
1 BR-MOB
147
2 BR - (2A)
144
2 BR - (2A)
146
2 BR - (2A)
148
2 BR - (2A)
150
STU
153
3 BR - (3A)
155
TRASH
T-1

BIKE RM
140
ELEC
145
JAN
141

EXTERIOR CORRIDOR

EXTERIOR
PATIO, TYP.

MPOE
143
IDF
142

BREEZEWAY

STU-MOB
149

EXTERIOR
PATIO, TYP.

A2.11B A2.11B

SECURITY GATE
AT LEVEL 1

SECURITY GATE
AT LEVEL 1
(28) CLASS 1 BICYCLE PARKING SPACES.

BIKE ROOM IS SECURE AND ACCESSIBLE

ONLY TO RESIDENTS
TYP.
2' - 7"
10' - 4 3/8"
26' - 0 3/4"

BIKE REPAIR STATION
5' - 5"
4' - 2"

FLOOR PLAN SHEET NOTES

1. FOR GENERAL NOTES APPLICABLE TO ALL DRAWINGS REFER TO THE "PROJECT GENERAL NOTES".

2. FOR ALL (N) INTERIOR ALUMINUM FRAMING AND GLAZING SYSTEM MATCH (E) ANODIZED ALUMINUM, TYP.

3. BASE PROJECT: LEVELS 1 - 3
DENSITY BONUS: LEVEL 4

MILLWORK IN PLAN VIEW
808-A
Room Name
Numb ROOM NAME AND NUMBER

DOOR NUMBER

FLOOR PLAN LEGEND

NEW PARTITION AND DOOR

EXISTING TO REMAIN

NOT IN CONTRACT
EQ-1 EQUIPMENT
(E) EXISTING

ACCESSIBLE UNIT

COMMUNICATION UNIT
1-HR RATED WALL

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:58:09 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 1/8" = 1'-0"
A2.11A

SECTOR FLOOR
PLAN - LEVEL 1
WEST

SCCS EDUCATOR

HOUSING
Author
23132
A2.11A SCALE: 1/8" = 1'-0"
1 LEVEL 1 - WEST
FORMAL APP BACKCHECK 08.30.2024

16.66 2- A3.01 -
A3.04
1 A3.01 1
1 A3.21
2 A0.13

E-C E-D
E-1
E-1.4
E-2
E-3
E-4
E-5
E-6.3
E-A.0 E-A E-B
E-2.1
E-2.2
E-3.1
E-3.2
E-5.1
A3.02
5 A3.02
4 6 A3.02
A3.02 7
E-D.1 E-E E-F E-G E-H
E-E.5 E-F.5 E-G.5 E-H.5
E-3.6
E-6
E-6.1
E-1.2
E-7
E-1.1
E-6.2
E-1.5
E-3.5
2 BR - (2A.1)
115
1 BR - (1A)
117
1 BR - (1B)
113
1 BR - (1B)
111
1 BR - (1B)
109
2 BR - (2A)
106

COMMUNITY ROOM
102
2 BR - (2A)
108

LAUNDRY RM
107

EXTERIOR CORREDOR

SECURITY GATE AT
LEVEL 1

EXTERIOR
PATIO, TYP.

PACKAGE RM
103
WC
104

BREEZEWAY

BIKE RM
110
ELEC
129
2 BR - (2A.1)
119
1 BR - (1C)
121
2 BR - (2A.1)
123
2 BR - (2A.1)
116
2 BR - (2A.1)
114
1 BR - (1C)
112
JAN
105
IDF
125
MEP
127
A2.11A A2.11A

SECURITY GATE
AT LEVEL 1

SECURITY GATE
AT LEVEL 1
ELEV
E1-1
(21) CLASS 1 BICYCLE PARKING
SPACES, INCLUDING 5 CARGO
BIKE SPACES. BIKE ROOM IS

SECURE AND ACCESSIBLE ONLY

TO RESIDENTS
3' - 0"
TYP.
10' - 0"

LOBBY/MAIL
101
TYP.
2' - 7"

BIKE REPAIR STATION
8' - 0"
8' - 0"

FLOOR PLAN SHEET NOTES

1. FOR GENERAL NOTES APPLICABLE TO ALL DRAWINGS REFER TO THE "PROJECT GENERAL NOTES".

2. FOR ALL (N) INTERIOR ALUMINUM FRAMING AND GLAZING SYSTEM MATCH (E) ANODIZED ALUMINUM, TYP.

3. BASE PROJECT: LEVELS 1 - 3
DENSITY BONUS: LEVEL 4

MILLWORK IN PLAN VIEW
808-A
Room Name
Numb ROOM NAME AND NUMBER

DOOR NUMBER

FLOOR PLAN LEGEND

NEW PARTITION AND DOOR

EXISTING TO REMAIN

NOT IN CONTRACT
EQ-1 EQUIPMENT
(E) EXISTING

ACCESSIBLE UNIT

COMMUNICATION UNIT
1-HR RATED WALL

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:58:11 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 1/8" = 1'-0"
A2.11B

SECTOR FLOOR
PLAN - LEVEL 1
EAST

SCCS EDUCATOR

HOUSING
Author
23132
A2.11B SCALE: 1/8" = 1'-0"
1 LEVEL 1 - EAST
FORMAL APP BACKCHECK 08.30.2024

16.67 -
-
A3.03
1 A3.03
2 A3.03
3 W-D
W-1
W-C
W-B
W-A
W-2
W-3.1
W-3
W-4
W-5
W-6
W-7
W-3.2
W-5.1
W-5.2
W-5.3
W-7.1
W1.1
W1.2
A3.04
2 W-A.0
W-D.1
3 BR-MOB
245
2 BR - (2A)
246
3 BR -(3A)
247
2 BR - (2A)
248
2 BR - (2A)
250
2 BR - (2A)
244
3 BR - (3B)
251
STU
243
1 BR - (1A)
240

ELEVATED

WALKWAY BRIDGE
TRASH
T-2
STU
249

EXTERIOR CORRIDOR
IDF
242

SEISMIC JT
A2.12B A2.12B

ENTRY CANOPY FOR

EXTERIOR UNIT
ENTRY BELOW, TYP.

FLOOR PLAN SHEET NOTES

1. FOR GENERAL NOTES APPLICABLE TO ALL DRAWINGS REFER TO THE "PROJECT GENERAL NOTES".

2. FOR ALL (N) INTERIOR ALUMINUM FRAMING AND GLAZING SYSTEM MATCH (E) ANODIZED ALUMINUM, TYP.

3. BASE PROJECT: LEVELS 1 - 3
DENSITY BONUS: LEVEL 4

MILLWORK IN PLAN VIEW
808-A
Room Name
Numb ROOM NAME AND NUMBER

DOOR NUMBER

FLOOR PLAN LEGEND

NEW PARTITION AND DOOR

EXISTING TO REMAIN

NOT IN CONTRACT
EQ-1 EQUIPMENT
(E) EXISTING

ACCESSIBLE UNIT

COMMUNICATION UNIT
1-HR RATED WALL

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:58:15 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 1/8" = 1'-0"
A2.12A

SECTOR FLOOR
PLAN - LEVEL 2
WEST

SCCS EDUCATOR

HOUSING
Author
23132
A2.12A SCALE: 1/8" = 1'-0"
1 LEVEL 2 - WEST

16.68 2- A3.01 -
A3.04 1
A3.01
1 1
A3.21
2 A0.13
E-CE-D
E-1
E-1.4
E-2
E-3
E-4
E-5
E-6.3
E-A.0E-AE-B
E-2.1
E-2.2
E-3.1
E-3.2
E-5.1
A3.02 5
A3.02 4
6 A3.02
A3.02
7 E-D.1E-EE-FE-GE-H
E-E.5E-F.5E-G.5E-H.5
E-3.6 E-6 E-6.1
E-1.2 E-7 E-1.1
E-6.2
E-1.5
E-3.5
2 BR - (2A.1)
213
1 BR - (1B)
211
1 BR - (1B)
209
1 BR - (1B)
207
2 BR-MOB
202
1 BR - (1A)
215
2 BR - 2B
201

ELEVATED

WALKWAY BRIDGE
LOUNGE
205
2 BR-MOB
204
IDF
223
STU
208
2 BR - (2A)
206
2 BR - (2A.1)
217
2 BR - (2A.1)
221
2 BR - (2A.1)
214
1 BR - (1C)
210
2 BR - (2A.1)
212
1 BR - (1C)
219

ELEVATED

WALKWAY
BRIDGE
JAN
203
MEP
227
MEP
225
ELEV
E1-2

EXTERIOR CORREDOR
A2.12A A2.12A

FLOOR PLAN SHEET NOTES

1. FOR GENERAL NOTES APPLICABLE TO ALL DRAWINGS REFER TO THE "PROJECT GENERAL NOTES".

2. FOR ALL (N) INTERIOR ALUMINUM FRAMING AND GLAZING SYSTEM MATCH (E) ANODIZED ALUMINUM, TYP.

3. BASE PROJECT: LEVELS 1 - 3
DENSITY BONUS: LEVEL 4

MILLWORK IN PLAN VIEW
808-A
Room Name
Numb ROOM NAME AND NUMBER

DOOR NUMBER

FLOOR PLAN LEGEND

NEW PARTITION AND DOOR

EXISTING TO REMAIN

NOT IN CONTRACT
EQ-1 EQUIPMENT
(E) EXISTING

ACCESSIBLE UNIT

COMMUNICATION UNIT
1-HR RATED WALL

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:58:17 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 1/8" = 1'-0"
A2.12B

SECTOR FLOOR
PLAN - LEVEL 2
EAST

SCCS EDUCATOR

HOUSING
Author
23132
A2.12B SCALE: 1/8" = 1'-0" 1 LEVEL 2 - EAST

16.69 -
-
A3.03
1 A3.03
2 A3.03
3 W-D
W-1
W-C
W-B
W-A
W-2
W-3.1
W-3
W-4
W-5
W-6
W-7
W-3.2
W-5.1
W-5.2
W-5.3
W-7.1
W1.1
W1.2
A3.04
2 W-A.0
W-D.1
3 BR - (3B)
351
2 BR - (2A)
344
2 BR - (2A)
346
2 BR - (2A)
348
2 BR - (2A)
350
1 BR - (1A)
340
TRASH
T-3
3 BR - (3A)
345
3 BR - (3A)
347
STU
343
IDF
342

SEISMIC JT

EXTERIOR CORRIDOR
STU
349

ELEVATED

WALKWAY BRIDGE
A2.13B A2.13B

FLOOR PLAN SHEET NOTES

1. FOR GENERAL NOTES APPLICABLE TO ALL DRAWINGS REFER TO THE "PROJECT GENERAL NOTES".

2. FOR ALL (N) INTERIOR ALUMINUM FRAMING AND GLAZING SYSTEM MATCH (E) ANODIZED ALUMINUM, TYP.

3. BASE PROJECT: LEVELS 1 - 3
DENSITY BONUS: LEVEL 4

MILLWORK IN PLAN VIEW
808-A
Room Name
Numb ROOM NAME AND NUMBER

DOOR NUMBER

FLOOR PLAN LEGEND

NEW PARTITION AND DOOR

EXISTING TO REMAIN

NOT IN CONTRACT
EQ-1 EQUIPMENT
(E) EXISTING

ACCESSIBLE UNIT

COMMUNICATION UNIT
1-HR RATED WALL

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:58:20 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 1/8" = 1'-0"
A2.13A

SECTOR FLOOR
PLAN - LEVEL 3
WEST

SCCS EDUCATOR

HOUSING
Author
23132
A2.13A SCALE: 1/8" = 1'-0" 1 LEVEL 3 - WEST

16.70 2- A3.01 -
A3.04 1
A3.01
1 1
A3.21
2 A0.13
E-CE-D
E-1
E-1.4
E-2
E-3
E-4
E-5
E-6.3
E-A.0E-AE-B
E-2.1
E-2.2E-2.2
E-3.1
E-3.2
E-5.1
A3.02 5
A3.02 4
6 A3.02
A3.02
7 E-D.1E-EE-FE-GE-H
E-E.5E-F.5E-G.5E-H.5
E-3.6 E-6 E-6.1
E-1.2 E-7 E-1.1
E-6.2
E-1.5
E-3.5
LOUNGE
305
JAN
303
2 BR - 2B
301
2 BR - (2A)
302
2 BR - (2A)
304
2 BR - (2A)
306
1 BR - (1A)
315
2 BR - (2A.1)
313
1 BR - (1B)
311
1 BR - (1B)
309
1 BR - (1B)
307
2 BR - (2A.1)
317
1 BR - (1C)
319
2 BR - (2A.1)
321
1 BR - (1C)
310
2 BR - (2A.1)
312 2 BR - (2A.1)
314
ELEV
E1-3
STU
308

ELEVATED

WALKWAY
BRIDGE

EXTERIOR CORREDOR
MEP
325
IDF
323
MEP
327

ELEVATED

WALKWAY BRIDGE
A2.13A A2.13A

FLOOR PLAN SHEET NOTES

1. FOR GENERAL NOTES APPLICABLE TO ALL DRAWINGS REFER TO THE "PROJECT GENERAL NOTES".

2. FOR ALL (N) INTERIOR ALUMINUM FRAMING AND GLAZING SYSTEM MATCH (E) ANODIZED ALUMINUM, TYP.

3. BASE PROJECT: LEVELS 1 - 3
DENSITY BONUS: LEVEL 4

MILLWORK IN PLAN VIEW
808-A
Room Name
Numb ROOM NAME AND NUMBER

DOOR NUMBER

FLOOR PLAN LEGEND

NEW PARTITION AND DOOR

EXISTING TO REMAIN

NOT IN CONTRACT
EQ-1 EQUIPMENT
(E) EXISTING

ACCESSIBLE UNIT

COMMUNICATION UNIT
1-HR RATED WALL

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:58:23 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 1/8" = 1'-0"
A2.13B

SECTOR FLOOR
PLAN - LEVEL 3
EAST

SCCS EDUCATOR

HOUSING
Author
23132
A2.13B SCALE: 1/8" = 1'-0" 1 LEVEL 3 - EAST

16.71 -
-
A3.03
1 A3.03
2 A3.03
3 W-D
W-1
W-C
W-B
W-A
W-2
W-3.1
W-3
W-4
W-5
W-6
W-7
W-3.2
W-5.1
W-5.2
W-5.3
W-7.1
W1.1
W1.2
A3.04
2 W-A.0
W-D.1
2 BR - (2A)
446
2 BR - (2A)
448
2 BR - (2A)
450
3 BR - (3B)
451
TRASH
T-4
1 BR - (1A)
440
3 BR - (3A)
447
STU
449
3 BR -(3A)
445
STU
443
2 BR - (2A)
444
IDF
442

SEISMIC JT

EXTERIOR CORRIDOR

ELEVATED

WALKWAY BRIDGE
A2.14B A2.14B

FLOOR PLAN SHEET NOTES

1. FOR GENERAL NOTES APPLICABLE TO ALL DRAWINGS REFER TO THE "PROJECT GENERAL NOTES".

2. FOR ALL (N) INTERIOR ALUMINUM FRAMING AND GLAZING SYSTEM MATCH (E) ANODIZED ALUMINUM, TYP.

3. BASE PROJECT: LEVELS 1 - 3
DENSITY BONUS: LEVEL 4

MILLWORK IN PLAN VIEW
808-A
Room Name
Numb ROOM NAME AND NUMBER

DOOR NUMBER

FLOOR PLAN LEGEND

NEW PARTITION AND DOOR

EXISTING TO REMAIN

NOT IN CONTRACT
EQ-1 EQUIPMENT
(E) EXISTING

ACCESSIBLE UNIT

COMMUNICATION UNIT
1-HR RATED WALL

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:58:26 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 1/8" = 1'-0"
A2.14A

SECTOR FLOOR
PLAN - LEVEL 4
WEST

SCCS EDUCATOR

HOUSING
Author
23132
A2.14A SCALE: 1/8" = 1'-0" 1 LEVEL 4 - WEST
FORMAL APP BACKCHECK 2 11.01.2024

16.72 2- A3.01 -
A3.04 1
A3.01
1 1
A3.21
2 A0.13
E-CE-D
E-1
E-1.4
E-2
E-3
E-4
E-5
E-6.3
E-A.0E-AE-B
E-2.1
E-2.2
E-3.1
E-3.2
E-5.1
A3.02 5
A3.02 4
6 A3.02
A3.02
7 E-D.1E-EE-FE-GE-H
E-E.5E-F.5E-G.5E-H.5
E-3.6 E-6 E-6.1
E-1.2 E-7 E-1.1
E-6.2
E-1.5
E-3.5
JAN
246
2 BR - 2B
401
2 BR - (2A)
402
2 BR - (2A)
404
2 BR - (2A)
406
STU
308
1 BR - (1B)
407
1 BR - (1B)
409
1 BR - (1B)
411
2 BR - (2A.1)
413
1 BR - (1C)
410
1 BR - (1C)
419
1 BR - (1A)
415
2 BR - (2A.1)
421
2 BR - (2A.1)
414
2 BR - (2A.1)
412
2 BR - (2A.1)
417
LOUNGE
405

ELEVATED

WALKWAY
BRIDGE

EXTERIOR CORREDOR
ELEV
E1-4
IDF
423
MEP
425 MEP
427

ELEVATED

WALKWAY BRIDGE
A2.14A A2.14A

FLOOR PLAN SHEET NOTES

1. FOR GENERAL NOTES APPLICABLE TO ALL DRAWINGS REFER TO THE "PROJECT GENERAL NOTES".

2. FOR ALL (N) INTERIOR ALUMINUM FRAMING AND GLAZING SYSTEM MATCH (E) ANODIZED ALUMINUM, TYP.

3. BASE PROJECT: LEVELS 1 - 3
DENSITY BONUS: LEVEL 4

MILLWORK IN PLAN VIEW
808-A
Room Name
Numb ROOM NAME AND NUMBER

DOOR NUMBER

FLOOR PLAN LEGEND

NEW PARTITION AND DOOR

EXISTING TO REMAIN

NOT IN CONTRACT
EQ-1 EQUIPMENT
(E) EXISTING

ACCESSIBLE UNIT

COMMUNICATION UNIT
1-HR RATED WALL

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:58:28 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 1/8" = 1'-0"
A2.14B

SECTOR FLOOR
PLAN - LEVEL 4
EAST

SCCS EDUCATOR

HOUSING
Author
23132
A2.14B SCALE: 1/8" = 1'-0" 1 LEVEL 4 - EAST
FORMAL APP BACKCHECK 2 11.01.2024

16.73 -
-
A3.04
1 A3.03
1 A3.03
2 A3.03
3 1
A3.21
W-D
W-1
W-C
W-B
W-A
W-2
W-3.1
W-3
W-4
W-5
W-6
W-7
W-3.2
W-5.1
W-5.2
W-5.3
W-7.1
W1.1
W1.2
A3.04
2 W-A.0
W-D.1

MEMBRANE ROOFING, SLOPED
TO INTERNAL DRAINS TYP.

ASSUMED LOCATION
FOR PV ARRAY, TYP.
42' - 0"
46' - 0 1/2"
3 1/8" / 1'-0"
STANDING SEEM MTL ROOFING, TYP.

MEMBRANE ROOFING

SLOPED TO DOWNSPOUT
A2.15B A2.15B

FLOOR PLAN SHEET NOTES

1. FOR GENERAL NOTES APPLICABLE TO ALL DRAWINGS REFER TO THE "PROJECT GENERAL NOTES".

2. FOR ALL (N) INTERIOR ALUMINUM FRAMING AND GLAZING SYSTEM MATCH (E) ANODIZED ALUMINUM, TYP.

3. BASE PROJECT: LEVELS 1 - 3
DENSITY BONUS: LEVEL 4

ROOF PLAN LEGEND

STANDING SEAM METAL ROOFING

FUTURE PHOTOVOLTAIC PANELS BY SEPARATE PERMIT

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:58:30 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 1/8" = 1'-0"
A2.15A

ROOF PLAN -WEST

SCCS EDUCATOR

HOUSING
Author
23132
A2.15A SCALE: 1/8" = 1'-0"
1 ROOF - WEST
FORMAL APP BACKCHECK 08.30.2024

16.74 2- A3.01 -
A3.04
1 A3.01 1
1 A3.21
2 A0.13

MEMBRANE ROOFING, SLOPED
TO INTERNAL DRAINS TYP.

ASSUMED LOCATION
FOR PV ARRAY, TYP.

STANDING SEEM MTL ROOFING, TYP.
42' - 0"
46' - 0 1/2"
2 5/8" / 1'-0"
2 7/8" / 1'-0"

ELEVATOR OVERRUN
A7.11
2 A2.15A A2.15A
51' - 0"

FLOOR PLAN SHEET NOTES

1. FOR GENERAL NOTES APPLICABLE TO ALL DRAWINGS REFER TO THE "PROJECT GENERAL NOTES".

2. FOR ALL (N) INTERIOR ALUMINUM FRAMING AND GLAZING SYSTEM MATCH (E) ANODIZED ALUMINUM, TYP.

3. BASE PROJECT: LEVELS 1 - 3
DENSITY BONUS: LEVEL 4

ROOF PLAN LEGEND

STANDING SEAM METAL ROOFING

FUTURE PHOTOVOLTAIC PANELS BY SEPARATE PERMIT

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:58:31 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 1/8" = 1'-0"
A2.15B

ROOF PLAN - EAST

SCCS EDUCATOR

HOUSING
Author
23132
A2.15B SCALE: 1/8" = 1'-0"
1 ROOF - EAST
FORMAL APP BACKCHECK 08.30.2024

16.75 LEVEL 1
EL +0' - 0"
LEVEL 2
EL +12' - 0"
LEVEL 3
EL +22' - 0"
LEVEL 4
EL +32' - 0"
ROOF
EL +42' - 0"
E-6.3 E-5.1 E-5 E-4 E-3.2 E-3.1 E-3 E-2.2 E-2.1 E-2 E-1.4 E-1 T.O. PARAPET
EL +46' - 0"
A3.11
1 E-7 E-6 E-1.5 E-1.2 E-1.1

VERTICAL BOARD AND BATTEN

COMPOSITE BOARD STOCK BEYOND,
PAINTED PROJECT BLUE 1, TYP

CEMENT PLASTER, PAINTED

PROJECT WHITE, TYP

ELEVATED WALKWAY/BRIDGE

CEMENT PLASTER, PAINTED
PROJECT BLUE 3

HORIZONTAL LAPPED

COMPOSITE BOARD STOCK,
PAINTED PROJECT BLUE 2,
TYP.

PAINTED GALVANIZED STEEL

GUARDRAILS, PAINT W/ MARINE

GRADE INDUSTRIALIZED COATING

PUBLIC FRONTAGE
123' - 3 3/4"

COMPOSITE BOARD STOCK
WITH EXPOSED FASTENERS.

ALUMINUM WINDOW, KYNAR

FINISH W/ MATCHING

PREFINISHED ALUMINUM
SILL/FLASHING, TYP.

BEHIND BUILDING PASS THRU
37' - 5 5/8"

OPEN CORRIDOR
6' - 4 5/8"
3' - 0" 32' - 6" 10' - 6"
ROOF FORM 7
29' - 7 1/2"
ROOF FORM 6
8' - 9 1/4"
ROOF FORM 5
26' - 2 3/4"
ROOF FORM 4
8' - 9 1/4"
ROOF FORM 3
26' - 2 3/4"
ROOF FORM 2
8' - 9 1/4"
ROOF FORM 1
14' - 11"

GALVANIZED HALLOW
METAL DOORS, TYP.

ALUMINUM PARAPET

CAP, PREFINISHED

PROJECT GRAY

ALUMINUM ROOFING

FASCIA BEYOND,

PREFINISHED W/ KYNAR

COATING TO MATCH

STANDING SEAM ROOF
CANOPY

ELEVATION MATERIAL RATIOS
• CEMENT PLASTER = 67%
• VERTICAL BOARD AND BATTEN = 17%
• HORIZONTAL LAPPED COMPOSITE BOARD STOCK = 9%
• FLAT PANEL COMPOSITE BOARD STOCK = 3%
• ALUMINUM STOREFRONT = 4%
A3.01
3'-4 3/4" PLANE CHANGE, TYP. @ RECESSES 3

THIS FACADE (SEE UPPER FLOOR PLAN)
3'-4 3/4" PLANE CHANGE, TYP. @ RECESSES

THIS FACADE (SEE UPPER FLOOR PLAN)
LEVEL 1
EL +0' - 0"
LEVEL 2
EL +12' - 0"
LEVEL 3
EL +22' - 0"
LEVEL 4
EL +32' - 0"
ROOF
EL +42' - 0"
E-1 E-1.4 E-2 E-2.1 E-2.2 E-3 E-3.1 E-3.2 E-4 E-5 E-5.1 E-6.3 T.O. PARAPET
EL +46' - 0"
A3.12
1 VERTICAL BOARD AND BATTEN

COMPOSITE BOARD STOCK,
PAINTED PROJECT BLUE 1, TYP

ELEVATED WALKWAY/BRIDGE
E-1.2 E-1.5 E-7

PLASTER COMPOSITE BOARD

STOCK, PAINTED PROJECT WHITE,
TYP.

HORIZONTAL LAPPED COMPOSITE

BOARD STOCK, PAINTED PROJECT
BLUE 2, TYP.

GALVANIZED STEEL GUARDRAILS,

PAINT W/ MARINE GRADE

INDUSTRIALIZED COATING
122' - 0 3/4"

ALUMINUM WINDOW, KYNAR FINISH W/

MATCHING PREFINISHED ALUMINUM
FLASHING, TYP.
31' - 0" 11' - 0" 4' - 0"
21' - 10 1/8" 13' - 5 5/8" 9' - 6 3/8" 13' - 5 5/8" 9' - 6 3/8" 13' - 5 5/8" 21' - 9 5/8" 13' - 2 5/8" 5' - 8 3/4"

ALUMINUM AND GLASS DOOR, KYNAR

FINISH W/ MATCHING PREFINISHED

ALUMINUM FLASHING

ALUMINUM SLOPED STANDING

SEAM METAL ROOF,

PREFINISHED PROJECT GRAY

ALUMINUM ROOFING FASCIA,

PREFINISHED W/ KYNAR

COATING TO MATCH STANDING

SEAM ROOF

ELEVATION MATERIAL RATIOS
• CEMENT PLASTER = 26%
• VERTICAL BOARD AND BATTEN = 51%
• HORIZONTAL LAPPED COMPOSITE BOARD STOCK =23%
• FLAT PANEL COMPOSITE BOARD STOCK = 0%
• ALUMINUM STOREFRONT = 0%
40' - 4 1/2"

OPEN CORRIDOR
8' - 1 1/2"

EXTERIOR ELEVATIONS LEGEND

CEMENT PLASTER, PAINTED, PROJECT WHITE
VERTICAL BOARD AND BATTEN COMPOSITE BOARD STOCK, PAINTED PROJECT BLUE 1 HORIZONTAL LAPPED COMPOSITE BOARD STOCK, PAINTED PROJECT BLUE 2

STANDING SEAM METAL ROOF, PROJECT GRAY
FLAT PANEL EXPOSED FASTENER COMPOSITE BOARD STOCK, PAINTED PROJECT BLUE 2 CEMENT PLASTER, PAINTED PROJECT BLUE 3

EXTERIOR ELEVATIONS NOTES

1. ALLWINDOWS TO BY ALUMINUM, KYNAR FINSIH W/ MATCHING PREFINISHED ALUMINUM SILL/FLASHING, TYP.

2. NO FACADE TO HAVE MORE THAN 85% OF A SINGLE MATERIAL

3. ALL EXTERIOR MATERIALS TO WRAP CORNERS TO A MINUMUM DEPTH OF 4'

4. ALL EXTERIOR GLAZING TO INCLUDE BIRD SAFING FRIT TREATMENT TO CONFORM

TO BIRD-SAFING BUILDING DESIGN STANDARDS (CITY OF SANTA CRUZ) LEVEL 1
EL +0' - 0"
LEVEL 2
EL +12' - 0"
LEVEL 3
EL +22' - 0"
LEVEL 4
EL +32' - 0"
ROOF
EL +42' - 0"
E-1
T.O. PARAPET
EL +46' - 0"

GALVANIZED STEEL TRELLIS CANOPY
E-1.2 E-1.1

SIGNAGE, PAINTED PROJECT RED

BOARD AND BATTEN

COMPOSITE BOARD

STOCK, PAINTED
PROJECT BLUE 1 TYP

ALUMINUM ROOFING

FASCIA, PREFINISHED W/

KYNAR COATING TO

MATCH STANDING SEAM
ROOF

ALUMINUM STOREFRONT, KYNAR

FINISH W/ MATCHING PREFINISHED

ALUMINUM FLASHING, TYP

PUBLIC FRONTAGE
12' - 10 3/8"

ALUMINUM PARAPET

CAP, PREFINISHED

PROJECT GRAY

ELEVATION MATERIAL RATIOS
REFERENCE 2
A3.01
7' - 3 1/4" 35' - 6" 10' - 6"

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:58:37 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 1/8" = 1'-0"
A3.01

BUILDING

ELEVATIONS -

EAST WING

SCCS EDUCATOR

HOUSING
BK
23132
A3.01 SCALE: 1/8" = 1'-0"
2 EAST WING - EAST ELEVATION
A3.01 SCALE: 1/8" = 1'-0"
1 EAST WING - WEST ELEVATION
A3.01 SCALE: 1/8" = 1'-0"
3 EAST WING - LOBBY ELEVATION
FORMAL APP BACKCHECK 08.30.2024

16.76 EXTERIOR ELEVATIONS LEGEND

CEMENT PLASTER, PAINTED, PROJECT WHITE
VERTICAL BOARD AND BATTEN COMPOSITE BOARD STOCK, PAINTED PROJECT BLUE 1 HORIZONTAL LAPPED COMPOSITE BOARD STOCK, PAINTED PROJECT BLUE 2

STANDING SEAM METAL ROOF, PROJECT GRAY
FLAT PANEL EXPOSED FASTENER COMPOSITE BOARD STOCK, PAINTED PROJECT BLUE 2 CEMENT PLASTER, PAINTED PROJECT BLUE 3

EXTERIOR ELEVATIONS NOTES

1. ALLWINDOWS TO BY ALUMINUM, KYNAR FINSIH W/ MATCHING PREFINISHED ALUMINUM SILL/FLASHING, TYP.

2. NO FACADE TO HAVE MORE THAN 85% OF A SINGLE MATERIAL

3. ALL EXTERIOR MATERIALS TO WRAP CORNERS TO A MINUMUM DEPTH OF 4'

4. ALL EXTERIOR GLAZING TO INCLUDE BIRD SAFING FRIT TREATMENT TO CONFORM

TO BIRD-SAFING BUILDING DESIGN STANDARDS (CITY OF SANTA CRUZ) LEVEL 1
EL +0' - 0"
LEVEL 2
EL +12' - 0"
LEVEL 3
EL +22' - 0"
LEVEL 4
EL +32' - 0"
ROOF
EL +42' - 0"
E-A.0 E-A E-B E-C E-D
T.O. PARAPET
EL +46' - 0"
E-D.1 E-E E-E.5 E-F E-F.5 E-G E-G.5 E-H E-H.5
ELEVATED WALKWAY.BRIDGE

CEMENT PLASTER, PAINTED
PROJECT WHITE, TYP.

VERTICAL BOARD AND BATTEN

COMPOSITE BOARD STOCK,
PAINTED PROJECT BLUE 1, TYP

CEMENT PLASTER, PAINTED
PROJECT BLUE 3

GALVANIZED STEEL CANOPY

HORIZONTAL LAPPED

COMPOSITE BOARD STOCK

PANELS, PAINTED PROJECT
BLUE TYPE 3, TYP
2' - 1"

PUBLIC FRONTAGE
178' - 11 1/2"

GALVANIZED STEEL GUARDRAILS,

PAINT W/ MARINE GRADE

INDUSTRIALIZED COATING
ROOF FORM 1
13' - 5 3/4"
ROOF FORM 2
13' - 8 1/4"
ROOF FORM 3
8' - 9 1/4"
ROOF FORM 4
26' - 0 7/8"
ROOF FORM 5
11' - 10 1/4"
ROOF FORM 6
13' - 7 3/4"
ROOF FORM 7
8' - 9 1/4"
ROOF FORM 8
14' - 0 3/8"

OPEN CORRIDOR
13' - 2"
ROOF FORM 9
27' - 5 1/4"

OPEN CORRIDOR
12' - 6"
ROOF FORM 10
29' - 11 1/4"

ALUMINUM WINDOW, KYNAR

FINISH W/ MATCHING

PREFINISHED ALUMINUM
SILL/FLASHING,TYP.

ALUMINUM ROOFING FASCIA,

PREFINISHED W/ KYNAR

COATING TO MATCH

STANDING SEAM ROOF

ALUMINUM PARAPET

CAP, PREFINISHED

PROJECT GRAY

ELEVATION MATERIAL RATIOS
• CEMENT PLASTER = 65%
• VERTICAL BOARD AND BATTEN = 20%
• HORIZONTAL LAPPED COMPOSITE BOARD STOCK =15%
• FLAT PANEL COMPOSITE BOARD STOCK = 0%
• ALUMINUM STOREFRONT = 0%
3' - 0" 1' - 0" 31' - 0" 11' - 0"
3'-4 3/4" PLANE CHANGE, TYP. @ RECESSES

THIS FACADE (SEE UPPER FLOOR PLAN)
6'-4 3/4" PLANE CHANGE @ BOARD
& BATTEN FACADE (SEE PLAN)
3'-4 3/4" PLANE CHANGE, TYP. @ RECESSES

THIS FACADE (SEE UPPER FLOOR PLAN)
3'-4 3/4" PLANE CHANGE, TYP. @ RECESSES

THIS FACADE (SEE UPPER FLOOR PLAN)
53' - 3 3/8" TO HIGH POINT OF SLOPED ROOF
49' - 7 7/8" TO MIDPOINT OF SLOPED ROOF
LEVEL 1
EL +0' - 0"
LEVEL 2
EL +12' - 0"
LEVEL 3
EL +22' - 0"
LEVEL 4
EL +32' - 0"
ROOF
EL +42' - 0"
E-D
T.O. PARAPET
EL +46' - 0"
E-H.5 E-H E-G.5 E-G E-F.5E-F E-E.5 E-E E-D.1
100' - 0"

VERTICAL BOARD AND BATTEN

COMPOSITE BOARD STOCK, PAINTED
PROJECT BLUE 1, TYP

CEMENT PLASTER, PAINTED

PROJECT WHITE, TYP

HORIZONTAL LAPPED

COMPOSITE BOARD STOCK,
PAINTED PROJECT BLUE 2,
TYP.

ALUMINUM WINDOW, TYP.
13' - 9 1/2" 21' - 9 5/8" 13' - 2 3/8"
11' - 0" 31' - 0" 3' - 0 3/8"

ALUMINUM SLOPED STANDING

SEAM METAL ROOF,

PREFINISHED PROJECT GRAY

ALUMINUM ROOFING FASCIA,

PREFINISHED W/ KYNAR COATING

TO MATCH STANDING SEAM ROOF
CANOPY

ELEVATION MATERIAL RATIOS
• CEMENT PLASTER = 31%
• VERTICAL BOARD AND BATTEN = 41%
• HORIZONTAL LAPPED COMPOSITE BOARD STOCK =28%
• FLAT PANEL COMPOSITE BOARD STOCK = 0%
• ALUMINUM STOREFRONT = 0%
13' - 2 3/8" 21' - 9 5/8"
3' - 3"
12' - 11 1/2"

OPEN PASS THROUGH
26' - 8 3/4"
LEVEL 1
EL +0' - 0"
LEVEL 2
EL +12' - 0"
LEVEL 3
EL +22' - 0"
LEVEL 4
EL +32' - 0"
ROOF
EL +42' - 0"
E-6.3 E-5 E-4
T.O. PARAPET
EL +46' - 0"
E-7 E-6.2 E-6.1 E-6 E-3.6 E-3.5
ELEVATED WALKWAY.BRIDGE

CEMENT PLASTER, PAINTED
PROJECT WHITE, TYP.

VERTICAL BOARD AND BATTEN

COMPOSITE BOARD STOCK,
PAINTED PROJECT BLUE 1, TYP

CEMENT PLASTER,
PAINTED BLUE 3

GALVANIZED STEEL GUARDRAILS,

PAINT W/ MARINE GRADE

INDUSTRIALIZED COATING
3' - 4 3/4"

PUBLIC FRONTAGE
65' - 3 1/8" 2' - 5 7/8"
ALUMINUM WINDOW, TYP.
4' - 0" 31' - 0" 11' - 0"
ROOF FORM 3
32' - 9 1/4"
ROOF FORM 2
6' - 0"
ROOF FORM 1
29' - 10 5/8"

ALUMINUM PARAPET

CAP, PREFINISHED

PROJECT GRAY

ELEVATION MATERIAL RATIOS
• CEMENT PLASTER = 49%
• VERTICAL BOARD AND BATTEN = 48%
• HORIZONTAL LAPPED COMPOSITE BOARD STOCK = 3%
• FLAT PANEL COMPOSITE BOARD STOCK = 0%
• ALUMINUM STOREFRONT = 0%

GALVANIZED STEEL FENCE

PAINT W/ MARINE GRADE

INDUSTRIALIZED COATING
13'-5 3/4" PLANE CHANGE @ CEMENT

PLASTER FACADE (SEE PLAN)

ANGLED WALL
(SEE PLAN)
OPEN

CORRIDOR
48' - 7 7/8" TO MIDPOINT OF SLOPED ROOF
52' - 3 3/8" TO HIGH POINT OF SLOPED ROOF
LEVEL 1
EL +0' - 0"
LEVEL 2
EL +12' - 0"
LEVEL 3
EL +22' - 0"
LEVEL 4
EL +32' - 0"
ROOF
EL +42' - 0"
T.O. PARAPET
EL +46' - 0"
E-3.5 E-3.6 E-6 E-6.1 E-6.2
ELEVATED WALKWAY.BRIDGE

CEMENT PLASTER, PAINTED
PROJECT WHITE, TYP.

VERTICAL BOARD AND BATTEN

COMPOSITE BOARD STOCK,
PAINTED PROJECT BLUE 1, TYP

CEMENT PLASTER,
PAINTED BLUE 3
CANOPY

HORIZONTAL LAPPED

COMPOSITE BOARD STOCK

PANELS, PAINTED PROJECT
BLUE TYPE 3, TYP

PAINTED GALVANIZED STEEL

GUARDRAILS, MARINE GRADE
2' - 5 7/8" 65' - 3 1/8" 3' - 4 3/4"
ALUMINUM WINDOW, TYP.

ALUMINUM ROOFING

FASCIA, PREFINISHED W/

KYNAR COATING TO

MATCH STANDING SEAM
ROOF

ALUMINUM PARAPET

CAP, PREFINISHED

PROJECT GRAY

ELEVATION MATERIAL RATIOS
• CEMENT PLASTER = 50%
• VERTICAL BOARD AND BATTEN = 48%
• HORIZONTAL LAPPED COMPOSITE BOARD STOCK = 2%
• FLAT PANEL COMPOSITE BOARD STOCK = 0%
• ALUMINUM STOREFRONT = 0%
29' - 10 5/8"

OPEN CORRIDOR
6' - 0" 32' - 9 1/4"
35' - 0 1/2" 11' - 0"
48' - 7 7/8" TO MIDPOINT OF SLOPED ROOF
52' - 3 3/8" TO HIGH POINT OF SLOPED ROOF

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:58:45 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 1/8" = 1'-0"
A3.02

BUILDING

ELEVATIONS -

EAST WING

SCCS EDUCATOR

HOUSING
BK
23132
A3.02 SCALE: 1/8" = 1'-0"
4 L-WING SOUTH ELEVATION
A3.02 SCALE: 1/8" = 1'-0"
5 L-WING NORTH ELEVATION
A3.02 SCALE: 1/8" = 1'-0"
6 L-WING EAST ELEVATION
A3.02 SCALE: 1/8" = 1'-0"
7 L-WING WEST ELEVATION
FORMAL APP BACKCHECK 08.30.2024

16.77 EXTERIOR ELEVATIONS LEGEND

CEMENT PLASTER, PAINTED, PROJECT WHITE
VERTICAL BOARD AND BATTEN COMPOSITE BOARD STOCK, PAINTED PROJECT BLUE 1 HORIZONTAL LAPPED COMPOSITE BOARD STOCK, PAINTED PROJECT BLUE 2

STANDING SEAM METAL ROOF, PROJECT GRAY
FLAT PANEL EXPOSED FASTENER COMPOSITE BOARD STOCK, PAINTED PROJECT BLUE 2 CEMENT PLASTER, PAINTED PROJECT BLUE 3

EXTERIOR ELEVATIONS NOTES

1. ALLWINDOWS TO BY ALUMINUM, KYNAR FINSIH W/ MATCHING PREFINISHED ALUMINUM SILL/FLASHING, TYP.

2. NO FACADE TO HAVE MORE THAN 85% OF A SINGLE MATERIAL

3. ALL EXTERIOR MATERIALS TO WRAP CORNERS TO A MINUMUM DEPTH OF 4'

4. ALL EXTERIOR GLAZING TO INCLUDE BIRD SAFING FRIT TREATMENT TO CONFORM

TO BIRD-SAFING BUILDING DESIGN STANDARDS (CITY OF SANTA CRUZ) LEVEL 1
EL +0' - 0"
LEVEL 2
EL +12' - 0"
LEVEL 3
EL +22' - 0"
LEVEL 4
EL +32' - 0"
ROOF
EL +42' - 0"

W-A W-B W-C W-D
T.O. PARAPET
EL +46' - 0"

CEMENT PLASTER, PAINTED
PROJECT BLUE 3, TYP

PTD CEMENT PLASTER, PAINTED

PROJECT WHITE, TYP

BOARD AND BATTEN

COMPOSITE BOARD STOCK,
PAINTED PROJECT BLUE 1,
TYP
W-A.0 W-D.1
CANOPY

GALVANIZED STEEL GUARDRAILS,

PAINT W/ MARINE GRADE

INDUSTRIALIZED COATING

ELEVATED WALKWAY

LAPPED COMPOSITE BOARD STOCK
PANELS, PAINTED PROJECT BLUE 2

PUBLIC FRONTAGE
63' - 7 1/8" 2' - 5 7/8"

TO MIDPOINT OF SLOPED ROOF
49' - 7 7/8"
ROOF FORM 3
30' - 5 1/4"
ROOF FORM 2
6' - 0"
ROOF FORM 1
27' - 6 5/8"

ALUMINUM WINDOWS, KYNAR

FINISH W/ MATCHING

PREFINISHED ALUMINUM
SILL/FLASHING, TYP.

ELEVATION MATERIAL RATIOS
• CEMENT PLASTER = 50%
• VERTICAL BOARD AND BATTEN = 47%
• HORIZONTAL LAPPED COMPOSITE BOARD STOCK = 3%
• FLAT PANEL COMPOSITE BOARD STOCK = 0%
• ALUMINUM STOREFRONT = 0%
6'-7 3/4" PLANE CHANGE/RECESS @

BOARD & BATTEN FACADE (SEE PLAN)
OPEN
ANGLED WALL, L2-4 CORRIDOR
(SEE PLAN)

TO HIGH POINT OF SLOPED ROOF
53' - 3 3/8"
LEVEL 1
EL +0' - 0"
LEVEL 2
EL +12' - 0"
LEVEL 3
EL +22' - 0"
LEVEL 4
EL +32' - 0"
ROOF
EL +42' - 0"
W-1 W-2 W-3 W-3.1 W-3.2 W-4 W-5 W-5.1 W-5.2 W-5.3 W-6 W-7 W-7.1 T.O. PARAPET
EL +46' - 0"
W1.1 W1.2

CEMENT PLASTER, PAINTED

PROJECT WHITE, TYP

LAPPED COMPOSITE BOARD

STOCK, PAINTED PROJECT BLUE
2, TYP

CEMENT PLASTER, PAINTED
PROJECT BLUE 3, TYP

EGRESS STAIR BEYOND

BOARD AND BATTEN

COMPOSITE BOARD STOCK

BEYOND, PAINTED PROJECT
BLUE 1, TYP
181' - 0 1/2" 5' - 0 1/8"

FLAT PANEL EXPOSED

FASTENER COMPOSITE

BOARD STOCK, PAINTED
PROJEDCT BLUE 2
3' - 0" 1' - 0" 31' - 0" 11' - 0"

ALUMINUM WINDOWS, KYNAR

FINISH W/ MATCHING

PREFINISHED ALUMINUM
SILL/FLASHING,TYP.
29' - 4 3/4" 20' - 6" 25' - 11" 20' - 2 3/4" 29' - 7 1/4" 9' - 0" 24' - 2 7/8" 9' - 3 3/8" 18' - 3 1/2" 1' - 1"

ALUMINUM PARAPET

CAP, PREFINISHED

PROJECT GRAY
CANOPY

ELEVATION MATERIAL RATIOS
• CEMENT PLASTER = 69%
• VERTICAL BOARD AND BATTEN = 0%
• HORIZONTAL LAPPED COMPOSITE BOARD STOCK = 22%
• FLAT PANEL COMPOSITE BOARD STOCK = 9%
• ALUMINUM STOREFRONT = 0%
LEVEL 1
EL +0' - 0"
LEVEL 2
EL +12' - 0"
LEVEL 3
EL +22' - 0"
LEVEL 4
EL +32' - 0"
ROOF
EL +42' - 0"
W-7.1 W-7 W-6 W-5 W-4 W-3.2 W-3.1 W-3 W-2 W-1
T.O. PARAPET
EL +46' - 0"
W1.2

BOARD AND BATTEN

COMPOSITE BOARD

STOCK, PAINTED
PROJECT BLUE 1 TYP

CEMENT PLASTER, PAINTED

PROJECT WHITE, TYP

LAPPED COMPOSITE BOARD

STOCK, PAINTED PROJECT
BLUE 3 TYP

ELEVATED WALKWAY/BRIDGE W/

GALVANIZED STEEL GUARDRAILS,

PAINT W/ MARINE GRADE

INDUSTRIALIZED COATING
188' - 8 3/8"
13' - 7" 21' - 9 5/8" 13' - 2 3/8" 21' - 9 5/8" 13' - 0 1/4" 21' - 11 3/4" 13' - 2 3/8" 21' - 9 1/8"

OPEN CORRIDOR
18' - 1 1/8" 30' - 3 1/8"

ALUMINUM WINDOWS, KYNAR

FINISH W/ MATCHING

PREFINISHED ALUMINUM
SILL/FLASHING,, TYP.
11' - 0" 31' - 0" 4' - 0"

ALUMINUM SLOPED STANDING

SEAM METAL ROOF,

PREFINISHED PROJECT GRAY

ALUMINUM ROOFING

FASCIA, PREFINISHED W/

KYNAR COATING TO

MATCH STANDING SEAM
ROOF
CANOPY

ELEVATION MATERIAL RATIOS
• CEMENT PLASTER = 33%
• VERTICAL BOARD AND BATTEN = 48%
• HORIZONTAL LAPPED COMPOSITE BOARD STOCK = 19%
• FLAT PANEL COMPOSITE BOARD STOCK = 0%
• ALUMINUM STOREFRONT = 0%
A3.03 SCALE: 1/8" = 1'-0"
1 WEST WING - SOUTH ELEVATION
A3.03 SCALE: 1/8" = 1'-0"
2 WEST WING - NORTHWEST ELEVATION
A3.03 SCALE: 1/8" = 1'-0"
3 WEST WING - SOUTHEAST ELEVATION

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:58:51 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 1/8" = 1'-0"
A3.03

BUILDING

ELEVATIONS -

WEST WING

SCCS EDUCATOR

HOUSING
BK
23132
FORMAL APP BACKCHECK 08.30.2024

16.78 LEVEL 1
EL +0' - 0"
LEVEL 2
EL +12' - 0"
LEVEL 3
EL +22' - 0"
LEVEL 4
EL +32' - 0"
ROOF
EL +42' - 0"
E-D E-C E-B E-EA-A.0
T.O. PARAPET
EL +46' - 0"

ALUMINUM STOREFRONT, KYNAR

FINISH W/ MATCHING

PREFINISHED ALUMINUM

FLASHING, TYP

BOARD AND BATTEN COMPOSITE

BOARD STOCK, PAINTED PROJECT
BLUE 1, TYP

CEMENT PLASTER, PAINTED

PROJECT WHITE, TYP

ELEVATOR PENTHOUSE

BEYOND, BOARD AND

BATTEN COMPOSITE BOARD
STOCK

METAL TRELLIS CANOPY
E-D.1
69' - 4 1/4"

CEMENT PLASTER, PAINTED
PROJECT BLUE 3, TYP

GALVINIZED STEEL

GUARDRAILS, PAINT W/

MARINE GRADE

INDUSTRIALIZED COATING

ALUMINUM WINDOW, KYNAR

FINISH W/ MATCHING

PREFINISHED ALUMINUM

SILL/FLASHING, TYP

ALUMINUM ROOFING FASCIA,

PREFINISHED W/ KYNAR

COATING TO MATCH

STANDING SEAM ROOF

ALUMINUM PARAPET

CAP, PREFINISHED

PROJECT GRAY

ELEVATION MATERIAL RATIOS
• CEMENT PLASTER = 56%
• VERTICAL BOARD AND BATTEN = 34%
• HORIZONTAL LAPPED COMPOSITE BOARD STOCK = 0%
• FLAT PANEL COMPOSITE BOARD STOCK = 0%
• ALUMINUM STOREFRONT = 10%

MAX TO MIDPOINT OF SLOPED ROOF
49' - 7 7/8"
32' - 11"

OPEN CORRIDOR
6' - 0"30' - 5"
ANGLED WALL, L2-4
(SEE PLAN)

TO HIGH POINT OF SLOPED ROOF
53' - 3 3/8"
LEVEL 1
EL +0' - 0"
LEVEL 2
EL +12' - 0"
LEVEL 3
EL +22' - 0"
LEVEL 4
EL +32' - 0"
ROOF
EL +42' - 0"

W-D W-C W-B W-A
T.O. PARAPET
EL +46' - 0"

CEMENT PLASTER, PAINTED
PROJECT WHITE, TYP.

CEMENT PLASTER, PAINTED
PROJECT BLUE 3,TYP

BOARD AND BATTEN

COMPOSITE BOARD STOCK,
PAINTED PROJECT BLUE 1
TYP
49' - 7 7/8" TO MIDPOINT OF SLOPED ROOF
W-D.1 W-A.0
60' - 7 1/8" 3' - 4 3/4"

ELEVATED WALKWAY

GALVINIZED STEEL

GUARDRAILS, PAINT W/

MARINE GRADE

INDUSTRIALIZED COATING

ALUMINUM WINDOWS, KYNAR

FINISH W/ MATCHING

PREFINISHED ALUMINUM
SILL/FLASHING, TYP.

ROOF FORM 1
27' - 0 1/2"

OPEN CORRIDOR
6' - 0"
ROOF FORM 2
27' - 6 5/8"
11' - 0" 35' - 0 1/2"

ALUMINUM ROOFING FASCIA,

PREFINISHED W/ KYNAR

COATING TO MATCH

STANDING SEAM ROOF

ALUMINUM PARAPET

CAP, PREFINISHED

PROJECT GRAY

ELEVATION MATERIAL RATIOS
• CEMENT PLASTER = 52%
• VERTICAL BOARD AND BATTEN = 48%
• HORIZONTAL LAPPED COMPOSITE BOARD STOCK = 0%
• FLAT PANEL COMPOSITE BOARD STOCK = 0%
• ALUMINUM STOREFRONT = 0%

ANGLED WALL (SEE PLAN)
53' - 3 3/8" TO HIGH POINT OF SLOPED ROOF

EXTERIOR ELEVATIONS LEGEND

CEMENT PLASTER, PAINTED, PROJECT WHITE
VERTICAL BOARD AND BATTEN COMPOSITE BOARD STOCK, PAINTED PROJECT BLUE 1 HORIZONTAL LAPPED COMPOSITE BOARD STOCK, PAINTED PROJECT BLUE 2

STANDING SEAM METAL ROOF, PROJECT GRAY
FLAT PANEL EXPOSED FASTENER COMPOSITE BOARD STOCK, PAINTED PROJECT BLUE 2 CEMENT PLASTER, PAINTED PROJECT BLUE 3

EXTERIOR ELEVATIONS NOTES

1. ALLWINDOWS TO BY ALUMINUM, KYNAR FINSIH W/ MATCHING PREFINISHED ALUMINUM SILL/FLASHING, TYP.

2. NO FACADE TO HAVE MORE THAN 85% OF A SINGLE MATERIAL

3. ALL EXTERIOR MATERIALS TO WRAP CORNERS TO A MINUMUM DEPTH OF 4'

4. ALL EXTERIOR GLAZING TO INCLUDE BIRD SAFING FRIT TREATMENT TO CONFORM

TO BIRD-SAFING BUILDING DESIGN STANDARDS (CITY OF SANTA CRUZ) A3.04 SCALE: 1/8" = 1'-0"
1 EAST WING - NORTH ELEVATION
A3.04 SCALE: 1/8" = 1'-0"
2 WEST WING - NORTH ELEVATION

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:58:58 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 1/8" = 1'-0"
A3.04

BUILDING

ELEVATIONS

SCCS EDUCATOR

HOUSING
BK
23132
FORMAL APP BACKCHECK 08.30.2024

16.79 LEVEL 1
EL +0' - 0"
LEVEL 2
EL +12' - 0"
LEVEL 3
EL +22' - 0"
LEVEL 4
EL +32' - 0"
ROOF
EL +42' - 0"
E-3.1 E-3 E-2.2
T.O. PARAPET
EL +46' - 0"
2 A3.11

CEMENT PLASTER, TYP,
PAINTED PROJECT BLUE 3

LAPPED COMPOSITE BOARD

STOCK, TYP, PAINTED
PROJECT BLUE 2

CEMENT PLASTER, TYP,

PAINTED PROJECT WHITE

BOARD AND BATTEN,
PAINTED PROJECT BLUE 1
3 A3.11

ALUMINUM WINDOW, KYNAR

FINISH W/ MATCHING

PREFINISHED ALUMINUM

SILL/FLASHING, TYP

COMPOSITE BOARD STOCK

W/ EXPOSED FASTENERS
PAINTED PROJECT BLUE 2.

ALUMINUM ROOFING

FASCIA, PREFINISHED W/

KYNAR COATING TO MATCH

STANDING SEAM ROOF

ALUMINUM PARAPET

CAP, PREFINISHED

PROJECT GRAY

GALVANIZED HALLOW METAL

DOOR, TYP

ENTRY CANOPY
LEVEL 1
EL +0' - 0"
LEVEL 2
EL +12' - 0"
LEVEL 3
EL +22' - 0"
LEVEL 4
EL +32' - 0"
ROOF
EL +42' - 0"

E-B E-D
T.O. PARAPET
EL +46' - 0"
E-D.1
RECESSED ALUM. WINDOW , TYP.

ALUMINIM FLASHING,

PREFINISHED TO MATCH

WINDOW FRAME

PVC ROOFING, WHITE,

SLOPE TO DRAIN
4' - 0"
A8.11
9 A8.11
11 A8.11
2 ALUMINUM SLOPED STANDING

SEAM METAL ROOF,

PREFINISHED PROJECT GRAY

ALUMINUM ROOFING FASCIA,

PREFINISHED W/ KYNAR

COATING TO MATCH

STANDING SEAM ROOF

ALUMINUM PARAPET

CAP, PREFINISHED

PROJECT GRAY

VENTED SOFFIT
A8.51
2 A8.51
2 TYP. RECESS
3' - 4 3/4"
8"
LEVEL 1
EL +0' - 0"
LEVEL 2
EL +12' - 0"
LEVEL 3
EL +22' - 0"
LEVEL 4
EL +32' - 0"
ROOF
EL +42' - 0"

E-B E-D
T.O. PARAPET
EL +46' - 0"
E-D.1

PROVIDE ROOF TIE
OFFS WHERE T.O.

PARAPET IS LESS THAN
3'-6" FROM T.O. ROOF 3' - 0" 1' - 0"

PVC ROOFING, SLOPE TO
DRAIN

ALUMINUM WINDOW, TYP

ALUMINUM WINDOW

FLASHING, PREFINISHED TO

MATCH WINDOW FRAME
A8.11
9 A8.11
10 A8.11
2 A8.11
6 ALUMINUM SLOPED STANDING

SEAM METAL ROOF,

PREFINISHED PROJECT GRAY

ALUMINUM ROOFING FASCIA,

PREFINISHED W/ KYNAR

COATING TO MATCH

STANDING SEAM ROOF

ALUMINUM PARAPET

CAP, PREFINISHED

PROJECT GRAY
A8.51
2 PARAPET BEYOND
A8.51
2 PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:59:03 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 1/4" = 1'-0"
A3.11

ENLARGED

BUILDING

ELEVATIONS

SCCS EDUCATOR

HOUSING
BK
23132
A3.11 SCALE: 1/4" = 1'-0"
1 EAST WING - EAST ELEVATION - TYPICAL MODULE
A3.11 SCALE: 1/4" = 1'-0"
2 EAST WING - EAST WALL SECTION @ CEMENT PLASTER
A3.11 SCALE: 1/4" = 1'-0"
3 EAST WING - EAST WALL SECTION @ FIBER CEMENT
FORMAL APP BACKCHECK 08.30.2024

16.80 LEVEL 1
EL +0' - 0"
LEVEL 2
EL +12' - 0"
LEVEL 3
EL +22' - 0"
LEVEL 4
EL +32' - 0"
ROOF
EL +42' - 0"
E-3.1 E-3.2
T.O. PARAPET
EL +46' - 0"
2 A3.12

BOARD AND BATTEN PANEL, TYP,
PAINTED PROJECT BLUE 1

CEMENT PLASTER,

TYP ,PAINTED PROJECT WHITE
3 A3.12

BOARD AND BATTEN COMPOSITE

BOARD STOCK PANEL, TYP,
PAINTED PROJECT BLUE 1

GALVANIZED HALLOW METAL
DOOR, TYP.

ALUMINUM WINDOW, KYNAR

FINISH W/ MATCHING

PREFINISHED ALUMINUM

SILL/FLASHING, TYP

LAPPED COMPOSITE

BOARD STOCK,

PAINTED PROJECT
BLUE 2

ALUMINUM SLOPED STANDING

SEAM METAL ROOF,

PREFINISHED PROJECT GRAY

ALUMINUM ROOFING FASCIA,

PREFINISHED W/ KYNAR

COATING TO MATCH

STANDING SEAM ROOF

ENTRY CANOPY
LEVEL 1
EL +0' - 0"
LEVEL 2
EL +12' - 0"
LEVEL 3
EL +22' - 0"
LEVEL 4
EL +32' - 0"
ROOF
EL +42' - 0"
E-A.0 E-A
T.O. PARAPET
EL +46' - 0"
ALUM. WINDOWS,
TYP
1' - 0"
A8.11
1 A8.11
10 A8.11
3 ALUMINUM SLOPED STANDING

SEAM METAL ROOF,

PREFINISHED PROJECT GRAY

ALUMINUM ROOFING FASCIA,

PREFINISHED W/ KYNAR

COATING TO MATCH

STANDING SEAM ROOF

ALUMINUM WINDOW

FLASHING, PREFINISHED TO

MATCH WINDOW FRAME
LEVEL 1
EL +0' - 0"
LEVEL 2
EL +12' - 0"
LEVEL 3
EL +22' - 0"
LEVEL 4
EL +32' - 0"
ROOF
EL +42' - 0"
E-A.0 E-A
T.O. PARAPET
EL +46' - 0"

ENTRY CANOPY
RECESSED ALUM.

WINDOWS, TYP
1' - 0"
A8.11
1 A8.11
6 A8.11
3 ALUMINUM SLOPED STANDING

SEAM METAL ROOF,

PREFINISHED PROJECT GRAY

ALUMINUM ROOFING FASCIA,

PREFINISHED W/ KYNAR

COATING TO MATCH

STANDING SEAM ROOF

ALUMINUM SLOPED STANDING

SEAM METAL ROOF,

PREFINISHED PROJECT GRAY

ALUMINUM WINDOW

FLASHING, PREFINISHED TO

MATCH WINDOW FRAME
4"

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:59:06 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 1/4" = 1'-0"
A3.12

ENLARGED

BUILDING

ELEVATIONS

SCCS EDUCATOR

HOUSING
BK
23132
A3.12 SCALE: 1/4" = 1'-0"
1 EAST WING - WEST ELEVATION - TYPICAL MODULE
A3.12 SCALE: 1/4" = 1'-0"
2 EAST WING - WEST WALL SECTION @ CEMENT PLASTER
A3.12 SCALE: 1/4" = 1'-0"
3 EAST WING - WEST WALL SECTION @ FIBER CEMENT
FORMAL APP BACKCHECK 08.30.2024

16.81 LEVEL 1
EL +0' - 0"
LEVEL 2
EL +12' - 0"
LEVEL 3
EL +22' - 0"
LEVEL 4
EL +32' - 0"
ROOF
EL +42' - 0"
12' - 0" 10' - 0" 10' - 0" 10' - 0"
T.O. ROOF
42' - 0" 4' - 0"
2 A0.13
E-DE-CE-BE-AE-A.0
T.O. PARAPET
EL +46' - 0"
1 BR - (1B)
2 BR - (2A) 1 BR - (1B)
2 BR - (2A)
VARIES
E-D.1
49' - 7 7/8" TO MIDPOINT OF SLOPED ROOF
T.O. PARAPET
46' - 0"

LOCATION OF FUTURE

SOLAR PANELS
53' - 3 3/8" TO HIGH POINT OF SLOPED ROOF

W-DW-CW-BW-A
2 BR - (2A) 3 BR - (3A)
2 BR - (2A)
2 BR - (2A) 3 BR -(3A)
W-D.1W-A.0
49' - 7 7/8" TO MIDPOINT OF SLOPED ROOF

LOCATION OF FUTURE

SOLAR PANELS
53' - 3 3/8" TO HIGH POINT OF SLOPED ROOF

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Co
nsultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:59:08 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 1/8" = 1'-0"
A3.21

BUILDING SECTION

SCCS EDUCATOR

HOUSING
Author
23132
A3.21 SCALE: 1/8" = 1'-0" 1 E-W BUILDING SECTION
FORMAL APP BACKCHECK 08.30.2024
FORMAL APP BACKCHECK 2 11.01.2024

16.82 W
-D
W-1
W-C
W-2
W1.2

LIVING / DINING

BEDROOM

KITCHEN

TELECOM
CLOSET

TRASH ROOM
26' - 5 1/2" 10' - 10 1/2"
CLOSET

COAT CLOSET

CORRIDOR
W/D
BATH
PANTRY
26' - 6"
W.H.

CLOSET
W-AW-B
W1.1
W1.2

WALK-IN
CLOSET

KITCHEN
BATH

LIVING / DINING / BEDROOM CORRIDOR

COAT CLOSET
PANTRY

RESIDENTIAL UNIT
16' - 4"
W-A.0
3' - 0" 26' - 6"
W.H.

CLOSET
W-D
W-1
W-C
W-2
W1.2

CORRIDOR

BEDROOM LIVING / DINING

KITCHEN

TELECOM
CLOSET

TRASH ROOM
CLOSET

COAT CLOSET
W/D
BATH
PANTRY
W.H.

CLOSET
SOFFIT
FOR

EXHAUST
W-AW-B
W1.1
W1.2
W-A.0

WALK-IN
CLOSET

KITCHEN
BATH

LIVING / DINING / BEDROOM
LINEN

DROP CEILING

AT BATHROOM

DROP CEILING FOR
CLOSET

SOFFIT FOR EXHAUST

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:59:10 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 1/4" = 1'-0"
A4.01

ENLARGED FLOOR

PLANS, RCP -
STUDIO, 1BR

SCCS EDUCATOR

HOUSING
Author
23132
A4.01 SCALE: 1/4" = 1'-0" 2 ENLARGED PLAN - UNIT 1A TYPICAL OF 7A4.01 SCALE: 1/4" = 1'-0" 1 ENLARGED PLAN - UNIT STUDIO TYPICAL OF 10 A4.01 SCALE: 1/4" = 1'-0" 4 ENLARGED RCP - UNIT 1AA4.01 SCALE: 1/4" = 1'-0" 5 ENLARGED RCP - UNIT STUDIO

16.83 E-A.0 E-A E-B
E-3.1
E-3.2
2' - 1" 32' - 4 1/2"

BEDROOM

LIVING / DINING

KITCHEN

WALK-IN

CLOSET BATH
W.H.

CLOSET

RESIDENTIAL UNIT

CORRIDOR

PANTRY COAT CLOSET
23' - 0"
W/D

BEDROOM

KITCHEN LIVING /DINING
BATH
W/D

PANTRY CLOSET
28' - 10"
25' - 6"
E-F
E-G
E-6 E-6.1 E-6.2
3' - 0"
COAT
CLOSET
W.H.

CLOSET
E-F
E-G
E-6 E-6.1 E-6.2

BEDROOM

LIVING /DINING

KITCHEN
W/D

PANTRYCLOSET

DROP CEILING BATH

SOFFIT FOR EXHAUST
E-A.0 E-A E-B
E-3.1
E-3.2
E-A.0E-A E-B
E-3.1
E-3.2

BEDROOM

LIVING / DINING KITCHEN

CLOSET BATH
COAT
CLOSET
PANTRY

DROP CEILING

W/D SOFFIT FOR EXHAUST

SOFFIT FOR EXHAUST

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:59:12 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 1/4" = 1'-0"
A4.02

ENLARGED FLOOR
PLANS, RCP - 1BR

SCCS EDUCATOR

HOUSING
Author
23132
A4.02 SCALE: 1/4" = 1'-0"
11 ENLARGED PLAN - UNIT 1B - TYP. OF 9
A4.02 SCALE: 1/4" = 1'-0"
1 ENLARGED PLAN - UNIT 1C - TYP. OF 6
A4.02 SCALE: 1/4" = 1'-0"
2 ENLARGED RCP - UNIT 1C
A4.02 SCALE: 1/4" = 1'-0"
4 ENLARGED RCP - UNIT 1B

16.84 W-C W-D
W-4
W-5
35' - 0"

MAIN BEDROOM

BEDROOM
BATH

WALK-IN
CLOSET
COAT
CLOSET
W/D

KITCHEN

LIVING / DINING
W.H.

CLOSET

CORRIDOR

RESIDENTIAL UNIT

RESIDENTIAL UNIT
28' - 5 3/4"
W-D.1
PANTRY

W-C W-D
W-4
W-5
W-D.1

MAIN BEDROOM

BEDROOM
BATH

WALK-IN
CLOSET
COAT
CLOSET
W/D

KITCHEN LIVING / DINING
WATER
HEATER

RESIDENTIAL UNIT

RESIDENTIAL UNIT
PANTRY

SOFFIT FOR EXHAUST

DROP CEILING

IN BATHROOM

DROP CEILING

IN CLOSET
E-1
E-1.4

E-A E-B
20' - 9 1/2" 10' - 1 7/8"
32' - 4 1/2"

MAIN BEDROOM

LIVING / DINING

BEDROOM
CLOSET

KITCHEN
BATH
PANTRY
W/D
W.H.

CLOSET ELEVATORS
STAIR

CORRIDOR
CLOSET
E-1.2

COAT CLOSET
E-1
E-1.4

E-A E-B
E-1.2

MAIN BEDROOM

LIVING / DINING

BEDROOM
CLOSET

KITCHEN
BATH
CLOSET

SOFFIT FOR EXHAUST

DROP CEILING

IN BATHROOM

SOFFIT FOR EXHAUST

COAT CLOSET
W/D
34' - 1 1/8"

MAIN BEDROOM

BEDROOM

LIVING/DINING

KITCHEN
PANTRY
BATH

WALK-IN
CLOSET
W/D
CLOSET

E-E E-F
E-6
E-6.1
E-6.2
28' - 10" 3' - 0"

CORRIDOR

COAT CLOSET
W.H.

CLOSET

E-E E-F
E-6
E-6.1
E-6.2

LIVING/DINING BEDROOM MAIN BEDROOM

KITCHEN
W/D
BATH

WALK-IN
CLOSET
COAT
CLOSET

SOFFIT FOR EXHAUST

DROP CEILING

IN BATHROOM

SOFFIT FOR EXHAUST

DROP CEILING

IN CLOSET

COAT CLOSET
W.H.

CLOSET

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:59:15 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 1/4" = 1'-0"
A4.03

ENLARGED FLOOR
PLANS, RCP - 2BR

SCCS EDUCATOR

HOUSING
Author
23132
A4.03 SCALE: 1/4" = 1'-0"
2 ENLARGED PLAN - UNIT 2A - TYP OF 21
A4.03 SCALE: 1/4" = 1'-0"
3 ENLARGED PLAN - UNIT 2B - TYP OF 3
A4.03 SCALE: 1/4" = 1'-0"
1 ENLARGED RCP -2A
A4.03 SCALE: 1/4" = 1'-0"
4 ENLARGED RCP -UNIT 2B
A4.03 SCALE: 1/4" = 1'-0"
5 ENLARGED PLAN - UNIT 2A.1 TYP. OF 15
A4.03 SCALE: 1/4" = 1'-0"
6 ENLARGED RCP -2A.1 UNIT

16.85 W-A W-B
W-5.3
W-7.1

MAIN BEDROOM

BEDROOM

LIVING /DINING

KITCHEN
W/D
CLOSET
BATH

WALK-IN
CLOSET

CORRIDOR
BATH
W.H.

CLOSET
CLOSET

BEDROOM
COAT
CLOSET
W-A.0
PANTRY
CLO.

CLOSET
3' - 0" 26' - 6"

W-A W-B
W-5.3
W-7.1
W-A.0

DROP CEILING

IN BATHROOM

DROP CEILING

SOFFIT IN CLOSET

FOR EXHAUST

SOFFIT FOR EXHAUST

MAIN BEDROOM

BEDROOM

LIVING /DINING

KITCHEN
W/D
BATH

WALK-IN
CLOSET
BATH
W.H.

CLOSET

BEDROOM
COAT
CLOSET
CLOSET
CLOSET CLO.CLOSET
PANTRY

W-A W-B
W-4
W-5
W-3.2
W-5.1
W-A.0

MAIN BEDROOM

BEDROOM

LIVING /DINING

KITCHEN
W/D
CLOSET
BATH

WALK-IN
CLOSET
BATH
W.H.

CLOSET
CLOSET

BEDROOM
COAT
CLOSET
PANTRY

CORRIDOR
LINEN
LINEN
3' - 0" 26' - 6"

W-A W-B
W-4
W-5
W-3.2
W-5.1
W-A.0

DROP CEILING

IN BATHROOM

DROP CEILING

IN CLOSET

SOFFIT FOR EXHAUST

MAIN BEDROOM

BEDROOM

LIVING /DINING

KITCHEN
W/D
CLOSET
BATH

WALK-IN
CLOSET
BATH
W.H.

CLOSET

BEDROOM
COAT
CLOSET
LINEN
LINEN
CLOSET
PANTRY

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:59:17 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 1/4" = 1'-0"
A4.04

ENLARGED FLOOR
PLANS, RCP - 3BR

SCCS EDUCATOR

HOUSING
Author
23132
A4.04 SCALE: 1/4" = 1'-0"
3 ENLARGED PLAN - UNIT 3B - TYP. OF 3
A4.04 SCALE: 1/4" = 1'-0"
1 ENLARGED RCP - UNIT 3B
A4.04 SCALE: 1/4" = 1'-0"
2 ENLARGED FLOOR PLAN - UNIT 3A - TYP. OF 7
A4.04 SCALE: 1/4" = 1'-0"
4 ENLARGED RCP - UNIT 3A

16.86 E-C E-D
E-2
E-3
E-D.1

LIVING / DINING

MAIN BEDROOM
BATH

WALK-IN
CLOSET
COAT

BEDROOM

KITCHEN
W/D
CLOSET
PANTRY
W.H.

CLOSET

W-A W-B
W-3.1
W1.2
W-A.0

LIVING / DINING

BEDROOM
BATH
W/D
PANTRY
CLOSET

KITCHEN
COAT
CLOSET
W.H.

CLOSET

W-A W-B
W-3.1
W-3.2
W-A.0

WALK-IN
CLOSET
CLOSET

KITCHEN

LIVING / DINING /
BED
BATH
3' - 0" 26' - 6"
16' - 10"
W.H.

CLOSET

W-A W-B
W-3.1
W-3.2

W-A W-B
W-3.1
W-3.2
W-A.0
W-A.0

KITCHEN

WALK-IN BATH
CLOSET
CLOSET

LIVING / DINING /
BED

DROP CEILING

SOFFIT FOR

EXHAUST

SOFFIT FOR

EXHAUST

W-A W-B
W-3.1
W1.2

W-A W-B
W-2
W-3.1
W-3
W1.2
W-A.0
W-A.0

KITCHEN
BATH
CLOSET
CLOSET

LIVING / DINING

BEDROOM

DROP CEILING

IN BATHROOM

SOFFIT FOR

EXHAUST

SOFFIT FOR

EXHAUST
W/D
PANTRY

E-C E-D
E-2
E-3
E-D.1

KITCHEN
BATH
CLOSET
CLOSET

LIVING / DINING

WALK-IN
CLOSET

MAIN BEDROOM

BEDROOM

CLOSET PANTRY

DROP CEIING IN BATHROOM

SOFFIT FOR

EXHAUST

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:59:20 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 1/4" = 1'-0"
A4.05

ENLARGED FLOOR

PLANS, RCP -

MOBILITY UNITS

SCCS EDUCATOR

HOUSING
Author
23132
A4.05 SCALE: 1/4" = 1'-0"
1 ENLARGED PLAN - MOBILITY UNIT 2D -TYP. OF 2
A4.05 SCALE: 1/4" = 1'-0"
2 ENLARGED PLAN - MOBILITY UNIT 1D - TYP. OF 1
A4.05 SCALE: 1/4" = 1'-0"
3 ENLARGED PLAN - MOBILITY UNIT STUDIO - TYP.

OF 1
A4.05 SCALE: 1/4" = 1'-0"
4 ENLARGED RCP - MOBILITY UNIT STUDIO
A4.05 SCALE: 1/4" = 1'-0"
5 ENLARGED RCP - MOBILITY UNIT 1D
A4.05 SCALE: 1/4" = 1'-0"
6 ENLAGED RCP - MOBILITY UNIT 3D

16.87 W-A W-B
W-3.2
W1.2

CORRIDOR

MAIN BEDROOM

BEDROOM

CLOSET CLOSET

WALK-IN
CLOSET
BATH
BATH
COAT
CLOSET

KITCHEN

LIVING / DINING
W.H.

CLOSET

STACKED W/D CLOSET
(SIDE-BY-SIDE W/D AT

ACCESSIBLE UNITS)

RESIDENTIAL UNIT

BEDROOM
W/D
45' - 2 1/2"
W-A.0
27' - 11 3/8"
PANTRY
10' - 10 31/128"
LINEN

W-A W-B
W-2
W-3.1
W-3
W-3.2
W1.2

W-A W-B
W-2
W-3.1
W-3
W-3.2
W1.2
W-A.0
W-A.0

DROP CEILING IN

THE BATHROOM
SOFFIT

FOR EXHAUST
SOFFIT

FOR EXHAUST

MAIN BEDROOM

BEDROOM

CLOSET CLOSET

WALK-IN
CLOSET
BATH
BATH
COAT
CLOSET

KITCHENLIVING / DINING

BEDROOM

W/DPANTRY
LINEN
A4.06 SCALE: 1/4" = 1'-0"
1 ENLARGED PLAN - UNIT 3C- MOBILITY - TYP. OF 1

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:59:21 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 1/4" = 1'-0"
A4.06

ENLARGED FLOOR

PLANS, RCP -

MOBILITY UNITS

SCCS EDUCATOR

HOUSING
Author
23132
A4.06 SCALE: 1/4" = 1'-0"
2 ENLARGED RCP - UNIT 3C- MOBILITY

16.88 E-C E-D
E-2
31' - 1 1/4"
E-D.1
E-1.2
POLISHED CONCRETE FLOOR , SEE 8.11

COMMUNITY ROOM
26' - 6" 3' - 0"
E-1
E-1.4
E-2
E-A.0 E-A E-B
E-1.2
E-1.5

PACKAGE LOCKERS

POLISH CONCRETE
FLOOR, SEE A8.11

WOOD MILLWORK SURROUND

FOR WALL MOUNTED

MAILBOXES

WOOD MILLWORK SURROUND

FOR MAIL ISLAND

WOOD MILLWORK BENCH

POLISH CONCRETE
FLOOR, SEE A8.11
TILE FLOOR, SEE 8.11
4" TILE BASE AT ALL WALLS,
48" MIN TILE WAINSCOT

AT WET WALL

PACKAGE ROOM

LOBBY / MAIL
WC

JANITOR

ELEVATORS

E-C E-D
E-2

E-C E-D
E-2
E-D.1
E-1.2
E-D.1
E-1.2

ACOUSTIC PLASTER

DROP CEILING

SOFFIT FOR EXHAUST

COMMUNITY ROOM
E-1
E-1.4
E-2
E-A.0 E-A E-B
E-1
E-1.4
E-2
E-A.0E-A E-B
E-1.2
E-1.5
E-1.2
E-1.5

GYP BOARD

DROP CEILING

GYP BOARD

DROP CEILING

PACKAGE ROOM

LOBBY / MAIL
WC

JANITOR

ELEVATORS

ACOUSTIC PLASTER

DROP CEILING

SAN FRANCISCO MUSEUM OF MODERN
ART
151 THIRD STREET

SAN FRANCISCO
CALIFORNIA 94103
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% CONSTRUCTION DOCUMENTS 10.07.2015

ARCHITECTURE

INTERIORS

PLANNING URBAN DESIGN
PIER 1 THE
EMBARCADERO, BAY 2

SAN FRANCISCO
CALIFORNIA 94111
[email protected]
T 415-285-9193
F 415-285-3866
Revisions and Description Date
100% CONSTRUCTION DOCUMENTS 10.07.2015
10/31/2024 10:59:23 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 1/4" = 1'-0"
A4.07

ENLARGED FLOOR

PLANS COMMON
AREAS
SCCS

EDUCATOR

HOUSING
Author
23132
A4.07 SCALE: 1/4" = 1'-0"
1 ENLARGED PLAN - COMMUNITY ROOM
A4.07 SCALE: 1/4" = 1'-0"
2 ENLARGED PLAN - LOBBY
A4.07 SCALE: 1/4" = 1'-0"
3 ENLARGED RCP - COMMUNITY RM
A4.07 SCALE: 1/4" = 1'-0"
4 ENLARGED RCP - LOBBY

16.89 GL
6 1/8" 3 1/4"
9 3/8"
1 1/2" RIGID INSULATION

WEATHER RESISTIBE MEMBRANE

COMPOSITE BOARD STOCK,
CONFIG @ DIMS TBD
3/4" PLYWOOD BACKING
5 1/2" BATT INSULATION

INTERIOR FINISH AS SCHEDULED

DECORATIVE BATTEN,
CONFIG @ DIMS TBD
1 1/2" THERMALLY

BROKEN Z-FURRING

DRAINAGE PLANE
GL

FOR NOTES NOT REPEATED
SEE: 2
A8.11 FROM HARDSCAPE 2" MIN
8"

FINISHED FLOOR AS SCHEDULED
11"

CONCRETE CURB

ALUMINUM FLASHING, LAP WRB
6 1/4"

EXTERIOR PAVING,
RE: LANDSCAPE
FFE

WHERE SOFTSCAPE OCCURS
6" MIN
T.O

STRUCTURE
3"
GL
6 1/8" 3 1/4"
1 1/2" RIGID INSULATION

WEATHER RESISTIBE MEMBRANE

HORIZONTAL COMPOSITE BOARD STOCK
LAPPED SIDING, CONFIG @ DIMS TBD
3/4" PLYWOOD BACKING
5 1/2" BATT INSULATION

INTERIOR FINISH AS SCHEDULED
1 1/2" THERMALLY BROKEN Z-FURRING
9 3/8"

DRAINAGE PLANE
GL

FOR NOTES NOT REPEATED
SEE: 6
A8.11
8"

FINISHED FLOOR AS SCHEDULED
11"

CONCRETE CURB

ALUMINUM FLASHING, LAP WRB
6 1/4"

EXTERIOR PAVING,
RE: LANDSCAPE
FFE
STARTER STRIP FROM HARDSCAPE 2" MIN

WHERE SOFTSCAPE OCCURS
6" MIN
T.O

STRUCTURE
GL
6 1/8" 3 1/4"
9 3/8"
1/8" DRAINAGE PLANE
1 1/2" RIGID INSULATION

WEATHER RESISTIBE MEMBRANE
7/8" CEMENT PLASTER
3/4" PLYWOOD BACKING
5 1/2" BATT INSULATION

INTERIOR FINISH AS SCHEDULED
2X6 STUD FRAMING
GL

FOR NOTES NOT REPEATED
SEE: 10
A8.11
8"

FINISHED FLOOR AS SCHEDULED
11"

CONCRETE CURB

ALUMINUM FLASHING, LAP WRB
6 1/4"

EXTERIOR PAVING,
RE: LANDSCAPE
FFE
STARTER STRIP FROM HARDSCAPE 2" MIN

WHERE SOFTSCAPE OCCURS
6" MIN
T.O

STRUCTURE
GL
6 1/8" 7 3/4"
1' - 1 7/8"
1/8"

FOR NOTES NOT REPEATED
SEE: 10
A8.11
3/4" PLYWOOD
2 X 6 STUD

FRAMING W/ BATT

INSULATION
2 X 6 STUD

FRAMING W/ BATT

INSULATION
1/2" PLYWOOD BACKING

WEATHER RESISTIVE
MEMBRANE AND 1/8"

DRAINAGE CAVITY
GL
6 1/8" 9 1/2"
3/4" PLYWOOD

BACKING
5 1/2" STUD

FRAMING AND

BATT INSULATION

INTERIOR FINISH

AS SCHEDULED

FOR NOTES NOT
REPEATED SEE:
2 A8.11
1' - 3 5/8"
5 1/2" STUD

FRAMING AND

BATT INSULATION
GL

FOR NOTES NOT REPEATED
SEE: 2
A8.11 FROM HARDSCAPE 2" MIN
8"

FINISHED FLOOR AS SCHEDULED
11"

CONCRETE CURB

ALUMINUM FLASHING, LAP WRB
6 1/4"

EXTERIOR PAVING,
RE: LANDSCAPE
FFE

WHERE SOFTSCAPE OCCURS
6" MIN
T.O

STRUCTURE
3"
GL
6 1/8" 2 3/4"
8 7/8"
1 1/2" RIGID INSULATION

WEATHER RESISTIBE MEMBRANE

COMPOSITE BOARD STOCK,
CONFIG @ DIMS TBD
3/4" PLYWOOD BACKING
5 1/2" BATT INSULATION

INTERIOR FINISH AS SCHEDULED
1 1/2" THERMALLY

BROKEN Z-FURRING

DRAINAGE PLANE

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:59:24 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 3" = 1'-0"
A8.11

EXTERIOR WALL

DETAILS

SCCS EDUCATOR

HOUSING
Author
23132
A8.11 SCALE: 3" = 1'-0"
2 WALL SECTION - VERTICAL BOARD & BATTEN
A8.11 SCALE: 3" = 1'-0"
1 VERTICAL BOARD & BATTEN @ SLAB ON GRADE
A8.11 SCALE: 3" = 1'-0"
6 WALL SECTION - HORIZONTAL LAPPED SIDING
A8.11 SCALE: 3" = 1'-0"
5 HORIZONTAL LAPPED SIDING @ SLAB ON GRADE
A8.11 SCALE: 3" = 1'-0"
10 WALL SECTION - SINGLE STUD PLASTER
A8.11 SCALE: 3" = 1'-0"
9 SINGLE STUD PLASTER @ SLAB ON GRADE
A8.11 SCALE: 3" = 1'-0"
11 WALL SECTION - DOUBLE STUD PLASTER
A8.11 SCALE: 3" = 1'-0"
3 WALL SECTION- DOUBLE STUD BOARD & BATTEN
A8.11 SCALE: 3" = 1'-0"
13 COMPOSITE BOARD STOCK @ SLAB ON GRADE
A8.11 SCALE: 3" = 1'-0"
14 WALL SECTION - COMPOSITE BOARD STOCK

16.90 HOT-AIR WELD. 3" WIDE

WHEN AUTOMATIC
MACHINE WELDING; 4"

WIDE WHEN HAND

WELDING

ROOF COVERBOARD

PVC ROOFING

FASTENER WHEN USED
ROOF BD.

INSULATION

PVC ROOF MEMBRANE
S
L
O
P
E

MECHANICAL DUCT

BATT INSULATION

SEALANT

COUNTERFLASHING
16 GA SHEET METAL
CAP

PREFABRICATED CURB

RIGID INSULATION

SAFING INSULATION
FRT/ P.T. WOOD NAILER,
WO
# 8 S.STL. SMS @ 18"
O.C.
1 A8.51

FOR TYP NOTES NOT

REPEATED, SEE
2 A8.51

GYP ROOF SHEATHING

FASTENER PER

PREFABRICATED CURB
MFR

FRT WOOD NAILER,
8" MIN
8" MIN
26 GA SOFT FLAT

SEAM METAL CAP,

SOLDER ALL SEAMS
3/4" PLYWOOD

SHEATHING
LOST FOAM1
A8.51

FOR TYP NOTES NOT

REPEATED, SEE
2 A8.51
S
L
O
P
E
1 /4
"
P
E
R
F
O
O
T # 8 S.STL. SMS @ 18" O.C.
2' - 6"

MECHANICALLY

FASTEN AND

WELD CORNERS

WATERTIGHT
-C
10' - 0" TYP. MAX.
12"

SPLICE PLATE

BRAKE METAL

PLIABLE SEALANT
3/8"
3/4"

WHERE RUN EXCEEDS
20', PROVIDE EXP.

JOINT AS SHOWN ON
PLANS
C-1. EXPANSION JOINT
C. JOINT
A. COPING JOINTS B. TYPICAL CORNER
12"
TAPERED ROOF BD.

INSULATION

CLAMPING RING

SEALANT B/W MEMBRANE

AND CLAMPING RING
S
L
O
P
E
2" DAM @ OVERFLOW
DRAIN

SEALANT
S.STL. DRAWBAND

PVC PIPE FLASHING

PVC MEMBRANE

FASTENER WHEN USED

PIPE/ CONDUIT
8" MIN
1 A8.51

FOR TYP NOTES NOT

REPEATED, SEE
2 A8.51
3/4" NEOPRENE PAD

MASON SUPER 'W' OR
EQ.

ROOF VENT ASSEMBLY -

REFER TO MECH DWGS

AND SPECS FOR

EQUIPMENT MOUNTING

REQUIREMENT

SHEET METAL COVER

W/ RECEIVER FOR

COUNTERFLASHING
SLOPE TO DRAIN 1
A8.51

FOR TYP NOTES NOT

REPEATED, SEE
7 A8.51
2 A8.51
CONT. SEALANT
S.STL. DRAWBAND

WATER-TIGHT SHEET

METAL RAIN COLLAR

WITH HEMMED EDGE

OVERLAPPING FLASHING
MEMBRANE BY 4" MIN.

TERMINATION BAR

EQUIPMENT

SUPPORT, SEE
MECH.
1/4" THICK STEEL

COVER PLATE

SQUARE STEEL POST
BASE. IF ROUND STEEL

POST, SIM TO
8" MIN
1 A8.51

FOR TYP NOTES NOT

REPEATED, SEE
2 A8.51 8
A8.51

ROOF DRAIN

OVERFLOW DRAIN

EDGE OF DRAIN
SUMP
S
LO
P
E
S
LO
P
E
CLCL
2' - 0"
A8.51 5

LINE OF SLOPE CHANGE

OVERFLOW DRAIN

ROOF DRAIN
SLOPE
SLOPE
SLOPE
SLOPE
CLCL
CL

EDGE OF DRAIN
SUMP
2' - 0" 2' - 0" 2' - 0"
2' - 0" 2' - 0"
8" MIN

HOT-AIR WELDED

MEMBRANE FLASHING

SHEET, TYP
22 GA. SHEET METAL

REMOVABLE

COUNTERFLASHING,
TYP
2" WIDE WIND CLIPS @
30" O.C.
# 8 S.STL. SMS WITH
WASHER @ 8" O.C.,TYP

SHEET METAL REGLET W/
# 8 S.STL. SMS @ 24" O.C.

PVC ROOFING

FASTENER

SEALANT
4" MIN LAP
4 1/2"
COPING

SHT MTL SADDLE

FLASHING UNDER
COPING
A. TYPE 1
B. TYPE 2
ROOF

SEALANT AND

BACKER ROD

SAWCUT JOINT
8" MIN
CONC. UPTURN BEAM

OR PARAPET WALL
1"
3/4"
1 A8.51

FOR TYP NOTES NOT

REPEATED, SEE
2 A8.51

SAN FRANCISCO MUSEUM OF MODERN
ART
151 THIRD STREET

SAN FRANCISCO
CALIFORNIA 94103
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% CONSTRUCTION DOCUMENTS 10.07.2015

ARCHITECTURE

INTERIORS

PLANNING URBAN DESIGN
PIER 1 THE
EMBARCADERO, BAY 2

SAN FRANCISCO
CALIFORNIA 94111
[email protected]
T 415-285-9193
F 415-285-3866
Revisions and Description Date
100% CONSTRUCTION DOCUMENTS 10.07.2015
10/31/2024 10:59:26 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt As indicated
A8.51

ROOF DETAILS -

MEMBRANE

ROOFING
SCCS

EDUCATOR

HOUSING
Author
23132
A8.51 SCALE: 3" = 1'-0" 1 TYP ROOF ASSEMBLY & LAP JOINT A8.51 SCALE: 3" = 1'-0" 7 DUCT/ EQUIPMENT PENETRATION
A8.51 SCALE: 3" = 1'-0" 3 MECHANICAL EQUIPMENT PAD
A8.51 SCALE: 1 1/2" = 1'-0"
20 TYP COPING AXON
A8.51 SCALE: 3" = 1'-0" 5 ENLARGED TYP ROOF DRAIN SECTION A8.51 SCALE: 3" = 1'-0" 8 PIPE/ CONDUIT PENETRATION
A8.51 SCALE: 3" = 1'-0"
11 DOME ROOF VENT EXHAUST FAN
A8.51 SCALE: 3" = 1'-0" 4 DUCT/ EQUIPMENT SUPPORT FLASHING A8.51 SCALE: 1" = 1'-0" 9 TYP ROOF/ OVERFLOW DRAIN SECTION A8.51 SCALE: 1" = 1'-0"
10 TYP ROOF/ OVERFLOW DRAIN PLAN
A8.51 SCALE: 3" = 1'-0" 2 TYP UPTURN AND FLASHING
A8.51 SCALE: 1 1/2" = 1'-0"
19 TYP SADDLE FLASHING AXON
A8.51 SCALE: 3" = 1'-0" 6 TYP UPTURN AND FLASHING - CONCRETE WALL

16.91 PREFABRICATED
CURB
GYPSUM

WALL BOARD

EXTRUDED ALUM

RETAINING ANGLE

EXTRUDED ALUM CURB
FRAME

RETAINING ANGLE

FASTENER

CONDENSATE GUTTER

SCHEDULED GLASS

SHT MTL FLASHING

GWB J-BEAD
1 A8.52

FOR TYP NOTES NOT
REPEATED, SEE 2
A8.51
4" MIN LAP
8" MIN
1 A8.51
# 8 HEX HEAD

GASKETED SMS

HIGH-DOMED, CAPPED,

GASKETED

FASTENERS
22 GA GSM SCUPPER,

WELD JOINTS

WATERTIGHT

SLOPE TO DRAIN

FASTEN SCUPPER TO
BLK'G AT APPROX. 3"
O.C. STAGGERED, SET

FLANGE IN ROOF

CEMENT, PRIME

FLANGE BEFORE

STRIPPING

PVC ROOF MEMBRANE

GSM FLASHING

FRT WD NAILERS

BEAD OF

SEALANT

CONDUCTOR HEAD
MIN.

MIN.

MIN.
2"
4"
4"

PVC FLASHING
1 A8.51

FOR TYP NOTES NOT

REPEATED, SEE
6"

FLANGE TO EXTEND

UNDER COPING AND

ROOFING

UNDERLAYMENT

SHT MTL FLASHING TO

EXTEND UNDER
SCUPPER 6" MIN.
3" DIA DOWNSPOUT
T.O. STEEL
22 GA. GSM CAP SLOPE
1/4" PER 1'-0" MIN.

BEAD OF SEALANT

INSULATED HATCH
DOOR
#8 GASKETED S.STL.

SMS,(2) PER SIDE

GYP ROOF SHEATHING,
TYP.
18 GA. SHT.

METAL CURB

WOOD NAILER
CONT. SEALANT

AND BACKER ROD

GWB J-BEAD

FASTENER PER ROOF

HATCH MFR

FRT WOOD NAILER

GYPSUM WALL
BOARD
ALIGN
1 A8.51

FOR TYP NOTES NOT

REPEATED, SEE
2 A8.51
#12 SMS @ 12" O.C. MAX
CONT 16 GA GSM
ANGLE
3/8" DIA ANCHOR BOLT
@ 32" O.C. MAX

SKYLIGHT ASSEMBLY
8" MIN
FRT 4X12 CURB

FOR TYP NOTES NOT

REPEATED, SEE
2 A8.51
1 A8.51
4" MIN LAP
# 8 HEX HEAD

GASKETED SMS

SAN FRANCISCO MUSEUM OF MODERN
ART
151 THIRD STREET

SAN FRANCISCO
CALIFORNIA 94103
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% CONSTRUCTION DOCUMENTS 10.07.2015

ARCHITECTURE

INTERIORS

PLANNING URBAN DESIGN
PIER 1 THE
EMBARCADERO, BAY 2

ROOF DETAILS -

MEMBRANE

ROOFING
SCCS

EDUCATOR

HOUSING
Author
23132
A8.52 SCALE: 3" = 1'-0" 5 TYP SKYLIGHT DETAIL - UNIT
A8.52 SCALE: 1 1/2" = 1'-0" 4 SCUPPER ISOMETRIC
A8.52 SCALE: 3" = 1'-0" 3 SCUPPER SECTION
A8.52 SCALE: 3" = 1'-0" 1 TYP ROOF HATCH
A8.52 SCALE: 3" = 1'-0" 6 TYP SKYLIGHT DETAIL - DOME

16.92 DOUBLE STUD PARTITION
(UL #U493 @ FIRE RATED CONDITION)
G
HEAD
PLAN
WALL
TYPE
STUD
SIZE

OVERALL

DIMENSION

COMMENTS
B3A 3 5/8" 6 1/8"
SILL
B
FIRE
RATING
TYPICAL PARTITION, (2 LAYERS OF GYP EA/ SIDE)
(UL #U419 @ FIRE-RATED CONDITION)
HEAD
PLAN
WALL
TYPE
STUD
SIZE

OVERALL

DIMENSION

COMMENTS
C6A 5 1/2" 7 1/4"
SILL
C
FIRE
RATING

TYPICAL PARTITION, (SPECIAL CONDITIONS)
(UL #U419 @ FIRE-RATED CONDITION)

BRACED CHASE PARTITION
(UL #U420 @ FIRE-RATED PARTITION)

ALL NOTES APPLY TO BOTH

SIDES OF WALL UON
D
HEAD
PLAN
TYPICAL PARTITION, (1 LAYER OF GYP EA/ SIDE)
(UL #U419 @ FIRE-RATED CONDITION)
WALL
TYPE
STUD
SIZE

OVERALL

DIMENSION

COMMENTS
A3A 3 5/8" 4 7/8"
SILL

CONTINUOUS STEEL RUNNER GAUGE

TO MATCH STUDS

CLOSE OFF TOP OF STUD CAVITY

WITH CONTINUOUS METAL
BLOCKING EXTENT OF GYP BD & INSULATION @

SUSPENDED CEILING, PER WALL

TYPE SCHEDULED CEILING WHERE OCCURS

AS PER REFLECTED CEILING PLAN
5/8" TYPE 'X' GYP BD (MOISTURE
RESISTANT @ WET AREAS)

METAL STUDS AS SCHEDULED

SCHEDULED WALL FINISH
BRIDGING PER 24/A9.05

ACOUSTIC BATT INSULATION (FIRE
RATED @ RATED CONDITIONS), PER

WALL TYPE, UON

CONTINUOUS STEEL RUNNER,

GAUGE TO MATCH STUDS UON
A

CONTINUOUS ACOUSTICAL SEALANT

EXTEND GYP BD TO UNDERSIDE OF

STRUCTURE, UON
FIRE
RATING

TAPE AND FLOAT JOINTS AND

SCREW HEADS ABOVE CEILING
WALL
TYPE
STUD
SIZE

OVERALL

DIMENSION

COMMENTS
D3E2 SEE PLAN
FIRE
RATING
3 5/8" 2 HOUR

OVERALL DIMS
BRACING 6" 33 MILS
STEEL RUNNER 48" O.C.

VERT FASTEN W/ (2) #8
SMS EA. SIDE

PLUMBING PIPE RISER

SEE PLUMB DWGS
WALL
TYPE
STUD
SIZE

OVERALL

DIMENSION

COMMENTS
E3A1 3 5/8" SEE PLAN
FIRE
RATING
E3A2 3 5/8"
WALL
TYPE
STUD
SIZE

OVERALL

DIMENSION

COMMENTS
G2A1 2 1/2" 3 1/8"
FIRE
RATING
G3A1 3 5/8" 4 1/4"
G3A2 3 5/8" 4 7/8"
D3A1 3 5/8" SEE PLAN
- STUD GAUGE TO BE 33 MILS UON
- STUD SPACING TO BE 16" O.C. UON
- ALL PARTITIONS TO BE FULL-HEIGHT, UON
- ALL WALLS WITH BATT INSULATION ARE ACOUSTIC WALLS.
- GYPSUM TO BE TYPE 'X' UON AND WATER RESISTANT AT WET CONDITIONS. - DESIGN LOAD = 5 PSF TYPICAL, 10 PSF AT ELEVATOR SHAFTS, UON - ALLOWABLE DEFLECTION = L/240 TYPICAL, = L/360 @ TILED LOCATIONS, UON - PROVIDE 1/2" MINIMUM VERTICAL MOVEMENT AT TOP OF PARTITIONS, TYPICAL.
- SEE REFLECTED CEILING PLANS FOR SCHEDULED CEILINGS
- SEE A9.03 & A9.04 FOR TYPICAL PARTITION DETAILS.
- SEE A9.05 FOR TYPICAL PARTITION FRAMING DETAILS.
- AT WALLS W/ UNEQUAL LAYERS OF GYP ON EACH SIDE, REFER TO FLOOR

PLANS FOR LOCATION OF EXTRA LAYER OF GYP

PARTITION SUBTYPE (ACOUSTIC RATING, FIRE RATING, SPECIAL

CONDITIONS, ETC)

PARTITION TYPE

STUD SIZE
D3E2 GYP BD REQUIREMENTS (DENOTED ONLY FOR WALL TYPES C THROUGH J) --A- WITH BATT INSULATION
--B- WITHOUT BATT INSULATION
--C-
--D-
--EEXTEND GYP 6" ABOVE CEILING, W/O BATT INSULATION

FIRE RATED, W/ BATT INSULATION

GENERAL SHEET NOTES

PARTITION TYPE DESIGNATION

PARTITION SUBTYPE DESIGNATION
DIM

OVERALL
DIM

OVERALL

SEE PLAN
A3D 3 5/8" 4 7/8"
E3E1 3 5/8" 1 HOURSEE PLAN
2 LAYERS OF GYP BD EA. SIDE
E3E2 SEE PLAN 2 HOUR
A4A 4" 5 1/4"
1 HOUR
--F-
--GA3E 3 5/8" 4 7/8" 1 HOUR
A3F 3 5/8" 4 7/8" 1 HOUR
C8E 5 1/2" 9 1/2" 1 HOUR
1 LAYER OF GYP ON ONE SIDE
1 LAYER OF GYP ON ONE SIDE
2 LAYERS OF GYP ON ONE SIDE
E4E1 4" SEE PLAN 1 HOUR
1 LAYER OF GYP BD EA. SIDE
A6A 6" 7 1/4"
A6E 6" 7 1/4"
G4A1 4" 4 5/8" 1 LAYER OF GYP ON ONE SIDE
A3B 3 5/8" 4 7/8"
A3C 3 5/8" 4 7/8"
A4B 4" 5 1/4"
A4E 4" 5 1/4"
A4C 4" 5 1/4"
1 HOUR
B3E 3 5/8" 6 1/8" 2 HOUR
B4A 4" 6 1/2"
B4E 4" 6 1/2" 2 HOUR
B6A 6" 8 1/2"
B6E 6" 8 1/2" 2 HOUR
1 LAYER GYP & 1/2" PLWD EACH SIDE
2X6 STUDS STAGGERED @ 2X8 BASE
PLATE; 1 LAYER GYP & 1/2' PLYWD

EACH SIDE

SHAFT WALL PARTITION
(UL #U415 @ FIRE RATED CONDITIONS)
WALL
TYPE
STUD
SIZE
H2E1 2 1/2" 3 1/8"
H
2 LAYERS GYP BD EA. SIDE
1 LAYER GYP BD EA. SIDE
D3E1 3 5/8" SEE PLAN 1 HOUR 1 LAYER GYP BD EA. SIDE
3 5/8" 2 LAYERS OF GYP BD EA. SIDE
1 LAYER OF GYP BD EA. SIDE
EXTEND GYP 6" ABOVE CEILING, W/ BATT INSULATION

FIRE RATED, W/O BATT INSULATION
--H- FIRE RATED, EXTEND GYP 6" ABOVE CEILING, W/O BATT INSULATION FIRE RATED, EXTEND GYP 6" ABOVE CEILING, W/ BATT INSULATION --J-
--K- CUSTOM PARTITION TYPE PER PROJECT
--L- CUSTOM PARTITION TYPE PER PROJECT
E

TYPICAL FURRING PARTITION

FIRE RESISTIVE
FIRE
RATING

CUSTOM PARTITION TYPE PER PROJECT

OVERALL

DIMENSION
1 LAYER OF GYP BD EA. SIDE

ALL NOTES APPLY TO BOTH SIDES OF

WALL UON
T.O. CONCRETE SLAB

CONTINUOUS ACOUSTICAL SEALANT

UNDERSIDE OF STRUCTURE

CONTINUOUS STEEL RUNNER

GAUGE TO MATCH STUDS

CLOSE OFF TOP OF STUD CAVITY

WITH CONTINUOUS METAL

BLOCKING EXTENT OF GYP BD &
INSULATION @ SUSPENDED

CEILING, PER WALL TYPE

SCHEDULED CEILING WHERE OCCURS

AS PER REFLECTED CEILING PLAN
(2) LAYERS 5/8" TYPE 'X' GYP BD
(MOISTURE RESISTANT @ WET

AREAS) METAL STUDS AS SCHEDULED

SCHEDULED WALL FINISH
BRIDGING PER 24/A9.05

ACOUSTIC BATT INSULATION (FIRE
RATED @ RATED CONDITIONS), PER

WALL TYPE, UON

CONTINUOUS STEEL RUNNER,

GAUGE TO MATCH STUDS UON

CONTINUOUS ACOUSTICAL SEALANT

EXTEND GYP BD TO UNDERSIDE OF

STRUCTURE, UON

TAPE AND FLOAT JOINTS AND

SCREW HEADS ABOVE CEILING
T.O. CONCRETE SLAB

CONTINUOUS ACOUSTICAL SEALANT

UNDERSIDE OF STRUCTURE

CONTINUOUS STEEL RUNNER GAUGE

TO MATCH STUDS

CLOSE OFF TOP OF STUD CAVITY

WITH CONTINUOUS METAL
BLOCKING EXTENT OF GYP BD & INSULATION @

SUSPENDED CEILING, PER WALL

TYPE SCHEDULED CEILING WHERE OCCURS

AS PER REFLECTED CEILING PLAN
5/8" TYPE 'X' GYP BD (MOISTURE
RESISTANT @ WET AREAS)

METAL STUDS AS SCHEDULED

SCHEDULED WALL FINISH
BRIDGING PER 24/A9.05

ACOUSTIC BATT INSULATION (FIRE
RATED @ RATED CONDITIONS), PER

WALL TYPE, UON

CONTINUOUS STEEL RUNNER,

GAUGE TO MATCH STUDS UON

CONTINUOUS ACOUSTICAL SEALANT

EXTEND GYP BD TO UNDERSIDE OF

STRUCTURE, UON

TAPE AND FLOAT JOINTS AND

SCREW HEADS ABOVE CEILING
T.O. CONCRETE SLAB

CONTINUOUS ACOUSTICAL SEALANT

UNDERSIDE OF STRUCTURE
2ND LAYER 5/8" TYPE 'X' GYP BD IN

ROOMS INDICATED ON PLANS

ALL NOTES APPLY TO BOTH SIDES

OF WALL UON

ALL NOTES APPLY TO BOTH SIDES OF
BRIDGING PER 24/A9.05 WALL UON

ACOUSTIC BATT INSULATION
(FIRE RATED @ RATED

CONDITIONS), PER WALL

TYPE, UON

CONTINUOUS STEEL RUNNER,

GAUGE TO MATCH STUDS

UON CONTINUOUS ACOUSTICAL SEALANT
T.O. CONCRETE SLAB
5/8" TYPE 'X' GYP BD
(MOISTURE RESISTANT @

WET AREAS)

METAL STUDS AS SCHEDULED

SCHEDULED WALL FINISH

CONTINUOUS STEEL RUNNER

GAUGE TO MATCH STUDS

TAPE AND FLOAT JOINTS AND

SCREW HEADS ABOVE

CEILING

CONTINUOUS ACOUSTICAL

SEALANT

UNDERSIDE OF STRUCTURE

SCHEDULED CEILING WHERE

OCCURS AS PER REFLECTED

CEILING PLAN

ALL NOTES APPLY TO BOTH

SIDES OF WALL UON
BRIDGING PER 24/A9.05

CONTINUOUS STEEL RUNNER,

GAUGE TO MATCH STUDS
UON

CONTINUOUS ACOUSTICAL SEALANT
T.O. CONCRETE SLAB

ACOUSTIC BATT INSULATION
(FIRE RATED @ RATED

CONDITIONS), PER WALL

TYPE, UON
5/8" TYPE 'X' GYP BD
(MOISTURE RESISTANT @

WET AREAS)

SCHEDULED WALL FINISH

METAL STUDS AS

SCHEDULED, STAGGER

SPACING

HEAD HEAD

SILL SILL

PLAN PLAN

CONTINUOUS STEEL RUNNER

GAUGE TO MATCH STUDS

TAPE AND FLOAT JOINTS AND

SCREW HEADS ABOVE

CEILING

CONTINUOUS ACOUSTICAL

SEALANT

UNDERSIDE OF STRUCTURE

SCHEDULED CEILING WHERE

OCCURS AS PER REFLECTED

CEILING PLAN
HEAD
SILL
PLAN

ACOUSTIC BATT
INSULATION (FIRE RATED @

RATED CONDITIONS), PER

WALL TYPE, UON

CONTINUOUS J-SHAPED

STEEL RUNNER WITH

UNEQUAL LEGS, GAUGE TO

MATCH STUDS

CONTINUOUS ACOUSTICAL SEALANT

EDGE OF SLAB, WO
5/8" TYPE 'X' GYP BD
(MOISTURE RESISTANT @

WET AREAS)
1" GWB SHAFT LINER

SCHEDULED WALL FINISH

CONTINUOUS J-SHAPED STEEL

RUNNER WITH UNEQUAL LEGS,

GAUGE TO MATCH STUDS

EDGE OF SLAB, WO

CONTINUOUS ACOUSTIC

SEALANT

TAPE AND FLOAT JOINTS

AND SCREW HEADS

ABOVE CEILING

SCHEDULED CEILING

WHERE OCCURS AS PER

REFLECTED CEILING PLAN

C-H STUD AS SCHEDULED

CONTINUOUS STEEL RUNNER

GAUGE TO MATCH STUDS

CLOSE OFF TOP OF STUD CAVITY

WITH CONTINUOUS METAL

BLOCKING

EXTENT OF GYP BD &
INSULATION @ SUSPENDED

CEILING, PER WALL TYPE

SCHEDULED CEILING WHERE

OCCURS AS PER REFLECTED

CEILING PLAN

EXTEND GYP BD TO UNDERSIDE

OF STRUCTURE, UON

TAPE AND FLOAT JOINTS AND

SCREW HEADS ABOVE CEILING

CONTINUOUS ACOUSTICAL SEALANT

UNDERSIDE OF STRUCTURE
BRIDGING PER 24/A9.05

ACOUSTIC BATT INSULATION (FIRE
RATED @ RATED CONDITIONS),

PER WALL TYPE, UON

CONTINUOUS STEEL RUNNER,

GAUGE TO MATCH STUDS UON

CONTINUOUS ACOUSTICAL SEALANT
T.O. CONCRETE SLAB

ADJACENT WALL TYPE PER
PLANS 5/8" TYPE 'X' GYP BD
(MOISTURE RESISTANT @

WET AREAS)

SCHEDULED WALL FINISH

METAL STUD AS SCHEDULED
HEAD
SILL
PLAN
F
WALL
TYPE
STUD
SIZE

OVERALL

DIMENSION

COMMENTS
F1B1 7/8" 1 1/2"
FIRE
RATING
F1D1
1 LAYER OF GYP ON ONE SIDE
1 LAYER OF GYP ON ONE SIDE

FURRING

FIRE RESISTIVE

EXTENT OF GYP BD &
INSULATION @ SUSPENDED

CEILING, PER WALL TYPE

SCHEDULED CEILING WHERE

OCCURS AS PER REFLECTED

CEILING PLAN

EXTEND GYP BD TO UNDERSIDE OF

STRUCTURE, UON

TAPE AND FLOAT JOINTS AND

SCREW HEADS ABOVE CEILING

CONTINUOUS ACOUSTICAL SEALANT

UNDERSIDE OF STRUCTURE

CONTINUOUS FURRING
CHANNEL (HORIZONTAL) @

BASE OF FURRING

CONTINUOUS ACOUSTICAL SEALANT
T.O. CONCRETE SLAB

FACE OF SUBSTRATE
5/8" TYPE 'X' GYP BD
(MOISTURE RESISTANT @

WET AREAS)

SCHEDULED WALL FINISH
HEAD
SILL
PLAN
H2E2 2 1/2" 3 3/4"
1 LAYER GYP BD ON ROOM SIDE
2 HOUR 2 LAYERS GYP BD ON ROOM SIDE
1 HOUR
H4E1 4" 4 5/8"
H4E2 4" 5 1/4"
1 LAYER GYP BD ON ROOM SIDE
2 HOUR 2 LAYERS GYP BD ON ROOM SIDE
1 HOUR
DIMS

OVERALL
7/8" 1 1/2"

OVERALL DIMS
NOTE: PARTITION TYPES IN GREY ASSUMED NOT IN USE
FOR PROJECT AT 100% SD

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:59:27 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 1 1/2" = 1'-0"
A9.01

PARTITION TYPES

SCCS EDUCATOR

HOUSING
Author
23132

16.93 1' - 3"
1/2"
3/4"
11 7/8"
1/2"
1 1/4"
2 MM
T.O. STRUCTURE
F.F.E.
1 3/8"
2 mm RESILIENT FLOOR FINISH

ACOUSTIC FIBER BOARD
(HOMASOTE 440)
PLYWOOD SUBFLOOR, S.S.D.

TJI JOIST, S.S.D.

RESILIENT CHANNEL
2 LAYERS 5/8" TYPE 'X' GYP. BD.

ACOUSTIC CRITERIA
- MIN. STC 50
- MIN. IIC 61
BATT INSULATION, MIN. R-13
WOOD JOIST, S.S.D.

PLYWOOD SUBFLOOR, S.S.D.
2 LAYERS 5/8" TYPE 'X'
EXTERIOR GYP. BD.
1' - 0 1/4"
3" MIN. 3/4" 7 1/4" 1 1/4"
T.O. STRUCTURE
F.F.E.
3 3/4"
3" MIN. TH. CONCRETE TOPPING

SLAB W/ FIBER REINFORCEMENT,

WELDED WIRE MESH
WOOD JOIST, TAPERED S.S.D.

PLYWOOD SUBFLOOR, S.S.D.
3" MIN. TH. CONCRETE TOPPING

SLAB W/ FIBER REINFORCEMENT,

WELDED WIRE MESH
2 LAYERS 5/8" TYPE 'X'
EXTERIOR GYP. BD.
1' - 1 1/8"
3" MIN.
7/8"
3/4" 7 1/4" 1 1/4"
T.O. STRUCTURE
F.F.E.
4 5/8"

WATERPROOF MEMBRANE

W/ PROTECTION SHEET

PROTECTION BOARD

DRAIN MAT
T.O. STRUCTURE
F.F.E.
2 mm RESILIENT FLOOR FINISH

REINFORCED CONCRETE
SLAB ON GRADE, S.S.D.

ROCK COURSE OVER SOIL,
S.S.D.

WP TBD
1/4"
1/8" TH. FIBER BOARD
1/8" 1/8"
T.O. STRUCTURE
F.F.E.

REINFORCED CONCRETE
SLAB ON GRADE, S.S.D.

ROCK COURSE OVER SOIL,
S.S.D.

WP TBD
3"

POLISHED CONCRETE

TOPPING SLAB
NOTE:

IN LOBBY, PACKAGE &

COMMUNITY ROOM ONLY
T.O. STRUCTURE
F.F.E.

BROOM FINISH

CONCRETE SLAB

REINFORCED CONCRETE
SLAB ON GRADE, S.S.D.

ROCK COURSE OVER SOIL,
S.S.D.

WP TBD
T.O. STRUCTURE
F.

F.E.

REINFORCED CONCRETE
SLAB ON GRADE, S.S.D.

ROCK COURSE OVER SOIL,
S.S.D.

WP TBD
3"

CERAMIC TILE
NOTE:
- IN LEVEL 1 BATHROOM ONLY
- TCNA ASSEMBLY F205-15

EPOXY GROUT

BOND COAT

WATERPROOF

MEMBRANE
PRIMER

CEMENTITIOUS SELF

LEVELING UNDERLAYMENT

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date
10/31/2024 10:59:28 AM Autodesk Docs://23132 Santa Cruz Educator Housing/23132-SCCS HOUSING-A-BLDG.rvt 3" = 1'-0"
A9.02

FLOOR & CEILING
TYPES

SCCS EDUCATOR

HOUSING
Author
23132
A9.02 SCALE: 3" = 1'-0" 2 TYP UNIT FLOOR-CLG ASSEMBLY
A9.02 SCALE: 3" = 1'-0" 3 TYP CORRIDOR FLR-CLG ASSEMBLY A9.02 SCALE: 3" = 1'-0" 4

TYP CORRIDOR FLR-CLG WATERPROOF

ASSEMBLY
A9.02 SCALE: 3" = 1'-0" 1 TYP UNIT FLOOR ASSEMBLY ON GRADEA9.02 SCALE: 3" = 1'-0" 5 TOPPING SLAB FLOOR ASSEMBLY ON GRADE A9.02 SCALE: 3" = 1'-0" 6 TYP CORRIDOR FLOOR ASSEMBLY ON GRADE A9.02 SCALE: 3" = 1'-0" 7 TILE FLOOR ASSEMBLY ON GRADE

16.94 S
S

PROJECT DIRECTORY
Structural Engineer:

FTF Engineering, Inc.

Contact:

Principal: Randy E. Collins, SE
Project Mng'r: Will Kroger, SE
Project Eng'r: Lungyuen (Drake) Lau, PE
Design Eng'r:
38 Mason Street, 2nd Floor
San Francisco, CA 94102
415-931-8460

DESCRIPTION OF WORK

1. NEW 100 HOUSING UNITS DISTRIBUTED OVER THREE, 4-STORY, SEPARATE BUILDINGS.

SPECIAL INSPECTION AND STRUCTURAL OBSERVATION :

EMPLOYMENT OF SPECIAL INSPECTION IS THE DIRECT RESPONSIBILITY OF THE OWNER.

SPECIAL INSPECTOR SHALL BE ONE OF THOSE AS PRESCRIBED IN SECTION 1703.1.

STRUCTURAL OBSERVATION SHALL BE PERFORMED AS PROVIDED BY SECTION 1704.6

A PRECONSTRUCTION CONFERENCE IS RECOMMENDED FOR OWNER/BUILDER OR

DESIGNER/BUILDER PROJECTS, COMPLEX AND HIGHRISE PROJECTS, AND FOR PROJECTS UTILIZING NEW PROCESSES OR MATERIALS. IN ACCORDANCE WITH SECTIONS 1701; 1703; AND 1704 (2022 CBC). SPECIAL INSPECTION AND/OR TESTING IS REQUIRED FOR THE FOLLOWING WORK:

A. PERIODIC VISUAL INSPECTION
SINGLE PASS FILLET WELDS 5/16" OR SMALLER

STAIRS AND RAILING SYSTEM

STEEL DECK

WELDED STUDS

COLD FORMED STUDS AND JOISTS

REINFORCING STEEL
B. CONTINUOUS VISUAL INSPECTION AND NDT (SECTION 1704)

ALL OTHER WELDING (NDT
EXCEPTION: FILLET WELD)
REINFORCING STEEL; AND NDT REQUIRED

MOMENT - RESISTING FRAMES
OTHERS__________________

1. CONCRETE PLACEMENT SAMPLING

2. BOLTS INSTALLED IN CONCRETE

3. SPECIAL MOMENT - RESISTING CONCRETE FRAME

4. REINFORCING STEEL

5. STRUCTURAL WELDING

6. HIGH STRENGTH BOLTING

7. STRUCTURAL MASONRY

8. PILING, DRILLED PIERS AND CAISSON

9. SHOTCRETE

10. SPECIAL GRADING, EXCAVATION AND FILLING (GEO ENGINEERED)

11. BOLTS INSTALLED IN EXISTING CONCRETE OR MASONRY:

CONCRETE

MASONRY
PULL / TORQUE TESTS PER CBC SEC. 1607C &1615C

12. SHEAR WALLS AND FLOOR SYSTEMS USED AS SHEAR DIAPHRAGMS

13. HOLD DOWNS

14. STRUCTURAL OBSERVATION PER SEC. 1704 (2019 CBC)
FOR THE FOLLOWING:

FOUNDATIONS

STEEL FRAMING

CONCRETE CONSTRUCTION

MASONRY CONSTRUCTION

WOOD FRAMING
OTHERS:

SPECIAL INSPECTION AND STRUCTURAL OBSERVATION :

JOB ADDRESS APPLICATION NO. ADDENDUM NO.

OWNER NAME:

PREPARED BY: PHONE:

Engineer
REQUIRED INFORMATION:

FAX: Email: [email protected]
REVIEW BY:

PLAN CHECKER
*******************
APPROVAL (BASED ON SUBMITTED REPORTS.)

DATE PLAN CHECKER/SPECIAL INSPECTION SERVICES STAF
(415) 931-8461

OWNERS NAME
PHONE:

PHONE:

Randy E. Collins, SE (415) 931-8460 Ext. 101
ABBREVIATIONS:

AB ANCHOR BOLT

ABV ABOVE

ADDL ADDITIONAL

ALT ALTERNATE

ARCH ARCHITECT

BLDG BUILDING

BLW BELOW

BM BEAM

BN BOUNDARY NAIL

BOT BOTTOM

CIP CAST-IN-PLATE

CJ CONTROL JOINT

CJP COMPLETE JOINT PENETRATION

CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

DBL DOUBLE

DET DETAIL
DIA, ⌀ DIAMETER

DIAG DIAGONAL

DL DEAD LOAD

DWG(S) DRAWING(S)
(E), EXIST EXISTING

EA EACH

ELEV ELEVATION

EMBED EMBEDMENT

EN EDGE NAIL

EQ EQUAL

EXT EXTERIOR

FDN FOUNDATION

FIN FINISHED

FL FLOOR

FN FIELD NAIL

FP FULL PENETRATION

FT FOOT

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GL GRIDLINE

GLB GLU-LAM BEAM

HD HOLDOWN

HORIZ HORIZONTAL

HSB HIGH-STRENGTH BOLT

IN INCH

INFO INFORMATION

INT INTERIOR
K KIPS

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

LB(S) POUND(S)

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

MAX MAXIMUM

MB MACHINE BOLT

MECH MECHANICAL

MEP MECHANICAL/ ELECTRICAL/ PLUMBING

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM
(N) NEW

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OWJ OPEN WEB JOIST

PART PARTITION

PERIM PERIMETER

PERP PERPENDICULAR
⅊ PROPERTY LINE

PJP PARTIAL JOINT PENETRATION

PL PLATE

PWD PLYWOOD

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

R RADIUS

REF REFERENCE

RET RETURN
REINF REINFORCE; REINFORCING; REINFORCEMENT

REQD REQUIRED

REV REVISION

SAD SEE ARCHITECTURAL DRAWINGS

SCHED SCHEDULE

SECT SECTION

SHTG SHEATHING

SIM SIMILAR

SN SHEAR NAIL

SOG SLAB ON GRADE

SPEC SPECIFICATION

SQ SQUARE

STIFF STIFFENER

STL STEEL

STRUCT STRUCTURAL

SW SHEAR WALL

SYM SYMMETRICAL

T&B TOP & BOTTOM

T&G TONGUE & GROOVE

TBA TO BE ABANDONED

TBD TO BE DETERMINED

TBR TO BE REMOVED

T&G TOUGUE & GROOVE

TRL TRIPLE

TJ TRUSS JOIST

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

W/ WITH

WF WIDE FLANGE

WP WORKING POINT
WALLS

NEW STEEL (HSS) COLUMN

NEW STEEL COLUMN

MOMENT FRAME CONNECTION
CJ

COLLECTOR JOIST
REFERS TO NOTE #

WALLS BELOW
LEGEND

EXTENTS OF JOISTS

NEW STEEL PIPE COLUMN
HANGER

HOLDOWN

STEP IN SLAB

GROUND IMPROVEMENT PIER
(ESTIMATE)
#

NEW BEAM (ANY MATERIAL)

RECESSED FLOOR, NEW ADDITION

OR OTHER AREA THAT NEEDS

SPECIAL ATTENTION ON PLAN

BENT STEEL BEAM, SEE

FOOTING STEP

CONCEALED HANGER

NEW POST BELOW

DOOR OPENING IN PLAN

WINDOW OPENING IN PLAN

NON-SEISMIC MOMENT CONN

FULL HEIGHT STIFFENER

TOP OF STEEL (RELATIVE TO TYP
(-#") TOP OF STEEL ELEVATION)

POST SITTING ON BEAM

POST BELOW BEAM

NEW POST ABOVE

DENOTES STARTING LOCATION FOR
NEW POST OR COLUMN.

POST/COLS SIZES ARE ONLY

NOTED AT LEVEL THEY START
POST
LEVEL 1
LEVEL 2
LEVEL 3
ROOF
W10
6x6
x12
4x6
2x6
6x6
6x6
6x6
X= DENOTES SINGLE (SIN) OR

DOUBLE (DBL) SIDED SW AND

EDGE NAILING IN INCHES
Y= DENOTES SW LENGTH IN FEET
X
Y
THREE-DIMENSIONAL VIEWS ARE FOR REFERENCE ONLY.

THE PLANS AND DETAILS TAKE PRECEDENCE OVER THE THREE-DIMENSIONAL VIEWS. tel - 415-931-8460
38 Mason Street, 2nd Floor
San Francisco, CA 94102
www.ftfengineering.com

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD / FTF Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date

NOT FOR CONSTRUCTION
6/14/2024 12:02:14 PM Autodesk Docs://23132 Santa Cruz Educator Housing/23-072 SCCS Educator Housing_R24.rvt As indicated
S0.00

LEGENDS

SCCS EDUCATOR

HOUSING
Author
23132 / 23-072

16.95 I. DESIGN CRITERIA:

1. DESIGN CONFORMS TO THE CALIFORNIA BUILDING CODE (CBC), 2022 EDITION, AND AMENDMENTS BY THE LOCAL JURISDICTION.

2. DEAD LOAD: BASED ON WEIGHTS OF EXISTING AND NEW MATERIALS OF CONSTRUCTION.

3. LIVE LOADS:
• ROOF (FLAT)= 20 PSF
• FLOOR= 40 PSF
• CORRIDOR= 80 PSF

4. SEISMIC (ASCE 7-16):
• V = 0.164 W (LRFD)
• SEISMIC DESIGN CATEGORY=D
• IMPORTANCE FACTOR (I)= 1.0
• REDUNDANCY FACTOR RHO (
ρ
)= 1.0
• SITE CLASS= D
• LATITUDE, LONGITUDE (36.95446, -122.049478)
• MAPPED VALUESS
S
= 1.598
S
1 = 0.605
• SEISMIC VALUESSDS= 1.07
SD1= 0.69
• STRUCTURAL SYSTEM FACTORR= 6.5 PLYWOOD SW
• ANALYSIS PROCEDURE LINEAR STATIC

5. WIND LOADS (ASCE 7-16 SIMPLIFIED PROCEDURE, SECTION 28.5.3):

PRIMARY SYSTEMS P =
λ
Kzt ps30

WHERE, V
= 92 MPH BASIC WIND SPEED
λ
= 1.09 H = 42FT, EXPOSURE C
Kzt= 1.0 TOPOGRAPHIC EFFECT
ps30= 12.9 PSF PRIMARY SYSTEMS, ZONE A
Iw= 1.0 STANDARD OCCUPANCY
ABC21.77-17.73

7.38 -11.79
REGION ps30(PSF)
CASE 1
ps30(PSF)
CASE 2
-7.39

14.45 DEF-4.17 4.32

18.90 11.52
-21.00 -13.61
G-14.60 13.14
H-10.44 8.91

DIRECTION
HORIZ
HORIZ
HORIZ
HORIZ
VERT
VERT
VERT
VERT

1. NOTES, TYPICAL DETAILS AND SCHEDULES APPLY TO ALL STRUCTURAL WORK UNLESS NOTED OTHERWISE. FOR CONDITIONS NOT SPECIFICALLY SHOWN PROVIDE DETAILS OF A SIMILAR NATURE. VERIFY APPLICABILITY WITH THE ENGINEER IF NEEDED.

2. REVIEW ALL EXISTING FEATURES AND CONDITIONS UPON WHICH THESE DRAWINGS RELY.

3. COMPARE STRUCTURAL DRAWINGS WITH THE VARIOUS OTHER DRAWINGS AND SPECIFICATIONS BEFORE COMMENCING THE WORK.

NOTIFY THE ENGINEER OF ANY DISCREPANCIES AND DO NOT PROCEED WITH AFFECTED WORK UNTIL THEY ARE RESOLVED.

4. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONAL INFORMATION.

5. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS AND SPECIFICATIONS FOR INSERTS, SLEEVES, BLOCKOUTS AND OTHER CONDITIONS.

6. SEE ARCHITECTURAL DRAWINGS FOR ALL WATERPROOFING AND DAMPPROOFING DETAILS.

II. STRUCTURAL DRAWINGS:

1. ALL WORK SHALL CONFORM TO CALIFORNIA BUILDING CODE, 2022 EDITION.

2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION OF THIS BUILDING.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ANY SHORING, BRACING AND SCAFFOLDING REQUIRED TO COMPLETE THIS WORK. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING AND SCAFFOLDING IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. SHORING AND BRACING SHALL REMAIN IN PLACE UNTIL FLOORS, ROOFS, WALLS, AND SHEATHING THAT AFFECT THE SHORED PORTION OF THE WORK HAVE BEEN ENTIRELY CONSTRUCTED.

THE ENGINEER'S PRESENCE OR REVIEW OF THE WORK DOES NOT INCLUDE THE ADEQUACY OF THE CONTRACTOR'S METHODS OR MEASURES.

3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PREVENT DAMAGE AND MINIMIZE MOVEMENT/SETTLEMENT OF EXISTING OR NEW CONSTRUCTION INSIDE OR OUTSIDE OF THE PROJECT LIMITS. THE CONTRACTOR SHALL PROVIDE AND BE

RESPONSIBLE FOR ALL SHORING, BRACING, AND SOIL RETENTION SYSTEMS NEEDED TO BRING THE PROJECT TO ITS PERMANENT (AS DESIGNED) CONDITION.

4. THE CONTRACTOR'S TEMPORARY MEASURES SHALL BE ARRANGED OR DESIGNED SO AS TO NOT ALTER OR AFFECT THE PERMANENT STRUCTURE.

5. THE IMPOSED CONSTRUCTION LOADS SHALL NOT BE MORE THAN DESIGN LIVE LOADS.

6. WORK SHALL INCLUDE REPAIR AND/OR REPLACEMENT OF DEFECTIVE ITEMS.

7. OPENINGS IN FLOORS, SHEAR WALLS, BEAMS, OR JOISTS LARGER THAN THOSE SHOWN ON TYPICAL DETAILS OR STRUCTURAL DRAWINGS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH THE WORK.

III. CONSTRUCTION:

IV. EXISTING CONDITIONS:

1. INFORMATION REGARDING EXISTING CONDITIONS IS PRESENTED FOR REFERENCE ONLY. THE CONTRACTOR SHALL VERIFY ALL

EXISTING CONDITIONS BEFORE STARTING WORK AND NOTIFY THE ARCHITECT AND ENGINEER OR ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK.

2. THE REMOVAL, CUTTING, DRILLING, ETC. OF EXISTING WORK SHALL BE PERFORMED WITH GREAT CARE AND SMALL TOOLS IN ORDER TO NOT JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING. IF STRUCTURAL MEMBERS NOT INDICATED FOR REMOVAL

INTERFERE WITH THE NEW WORK, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY AND PRIOR APPROVAL OBTAINED BEFORE PROCEEDING WITH THE WORK.

1. THE CONTRACTOR SHALL PROVIDE ALL MEASURES AND PRECAUTIONS NECESSARY TO PREVENT DAMAGE AND MINIMIZE SETTLEMENT OF EXISTING OR NEW CONSTRUCTION INSIDE OR OUTSIDE OF THE PROJECT LIMITS. ANY DAMAGE TO NEW OR EXISTING CONSTRUCTION

INSIDE OR OUTSIDE OF THE PROJECT LIMITS CAUSED BY CONSTRUCTION TECHNIQUES OR MOVEMENTS OF THE SOIL RETENTION SYSTEMS IS THE RESPONSIBILITY OF THE CONTRACTOR.

2. DESIGN AND CONSTRUCTION OF TEMPORARY AND/OR PERMANENT UNDERPINNING, SHORING AND BULK HEADING FOR EARTH RETENTION DURING EXCAVATION SHALL BE BY AN EXPERIENCED SUBCONTRACTOR WHO SPECIALIZES IN THIS TYPE OF WORK.

3. SHORING, UNDERPINNING, AND EARTH RETENTION CALCULATIONS AND DRAWINGS, IF REQUIRED, SHALL BE PREPARED AND SUBMITTED TO THE SOILS ENGINEER AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. CALCULATIONS AND

DRAWINGS SHALL BE PREPARED UNDER THE SUPERVISION OF, AND SIGNED AND STAMPED BY A CIVIL ENGINEER LICENSED IN THE STATE OF CALIFORNIA.

4. THE CONTRACTOR SHALL COORDINATE ALL ELEMENTS OF THE SOIL RETENTION SYSTEMS WITH ALL ELEMENTS OF THE PERMANENT BUILDING.

5. THE EXCAVATION SEQUENCES SHALL BE CONTROLLED TO MATCH THE REQUIREMENTS OF THE DESIGN OF THE SOIL RETENTION SYSTEM AND TO PERMIT MONITORING OF WALL AND GROUND MOVEMENTS.

6. PRIOR TO ANY EXCAVATION OR INSTALLATION OF ELEMENTS OF THE SOIL RETENTION SYSTEM, THE CONTRACTOR SHALL ESTABLISH BENCH MARKS AROUND THE PERIMETER OF THE AREA TO BE EXCAVATED. THESE MARKS SHALL BE SURVEYED FOR VERTICAL AND

HORIZONTAL MOVEMENT AT WEEKLY INTERVALS DURING ACTUAL EXCAVATION AND CONTINUING DURING EACH SUBSEQUENT PHASE OF THE WORK AND SUBMITTED TO THE ENGINEER FOR REVIEW. SEE THE SOILS REPORT FOR SPECIFIC RECOMMENDATIONS.

7. THE CONTRACTOR SHALL PROVIDE POSITIVE PROTECTION (MAT/SHEET COVERINGS) FOR ALL EXCAVATION SLOPES TO PROTECT SLOPES FROM INSTABILITY AND DETERIORATION DUE TO RAIN OR WIND.

8. THE OWNER'S SOIL TESTING LABORATORY SHALL REVIEW AND MONITOR THE EXCAVATION, DEWATERING AND SOIL RETENTION SYSTEMS. THE CONTRACTOR SHALL PROVIDE, INSTALL AND SURVEY:

A. VERTICAL AND HORIZONTAL MOVEMENTS OF THE TOP OF THE SOIL RETENTION SYSTEM.

B. BENCH MARKS ADJACENT TO AND AWAY FROM THE SITE PERIMETER FOR VERTICAL AND HORIZONTAL MOVEMENTS.

C. OBSERVATION WELLS FOR MONITORING WATER LEVELS BELOW GROUND SURFACE.

V. EXCAVATION, UNDERPINNING AND SHORING:

1. CONTRACTOR SHALL SUBMIT FOR REVIEW BY THE ENGINEER THE CONTRACTOR'S PROPOSED CONCRETE MIXES, DESIGNED BY THE CONCRETE SUPPLIER AND REVIEWED BY THE OWNER'S TESTING AGENCY. (INCLUDE INFORMATION TO SHOW CONFORMANCE WITH MATERIAL, STRENGTH, AND PROPORTIONING REQUIREMENTS OF THE CONTRACT DOCUMENTS.)

2. CONTRACTOR SHALL INFORM THE ENGINEER AT LEAST 2 DAYS PRIOR TO POURING ANY STRUCTURAL CONCRETE FOR THE OPPORTUNITY TO REVIEW THE WORK PRIOR TO PLACEMENT.

3. PROVIDE CONCRETE IN CONFORMANCE WITH THE FOLLOWING SPECIFICATIONS:

A. ASTM C94 MINIMUM 28 DAYS ULTIMATE COMPRESSIVE STRENGTH.

B. WATER CONSISTENT SLUMP WITH PROPER PLACING.

C. WATER TO CEMENT RATIO.

D. L.S. = LOW SHRINKAGE MIX, SEE LINE 7.

4. PROPORTION CONCRETE WITH A MINIMUM OF 20% AND A MAXIMUM OF 30% FLY ASH OR 50% SLAG REPLACEMENT.

5. USE WATER THAT IS CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIS, SALTS, ORGANIC MATERIALS, OR OTHER SUBSTANCES DELETERIOUS TO CONCRETE OR REINFORCEMENT. NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE.

6. USE 1 INCH x #4 MAXIMUM AGGREGATE WHEREVER CLEARANCES PERMIT. USE 3/8 INCH MAXIMUM AGGREGATE ONLY WHERE NECESSARY FOR PROPER PLACING, SUCH AS IN THIN SECTIONS, ETC.

7. ALL CONCRETE USED IN SUSPENDED SLAB AND SLABS ON GRADE SHALL BE DESIGNED FOR LOW SHRINKAGE (L.S.). ACCEPTABLE

COURSE AGGREGATES FOR LOW SHRINKAGE CONCRETE INCLUDE KAISER CLAYTON, GRANITE ROCK, LIMESTONE, SECHELT, OR ORCA AGGREGATES. FINE AGGREGATES ACCEPTABLE FOR LOW SHRINKAGE CONCRETE INCLUDE SECHELT OR ORCA SANDS. ALTERNATE AGGREGATES MAY BE SUBMITTED PROVIDED THEY PROVIDE A CONCRETE MIX WITH SHRINKAGE LIMITATION OF 0.040% AFTER 28 DAYS OF DRYING. SUBMIT TEST TO ARCHITECT AND ENGINEER FOR REVIEW.

8. WHERE NOT SHOWN ON STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF SLAB

AND WALL OPENINGS, SLAB EDGE LOCATIONS, INTERIOR CONCRETE WALLS AND CURBS, TOP OF FLOOR SLAB ELEVATIONS, SLAB DEPRESSIONS REQUIRED TO ACCOMMODATE FLOOR FINISH DETAILS, AND CONCRETE STAIRS.

9. PIPES, SLEEVES, AND OTHER EMBEDDED ITEMS OTHER THAN ELECTRICAL CONDUIT LESS THAN 1 INCH DIAMETER MAXIMUM SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE OR INTERRUPT REINFORCING BARS UNLESS APPROVED BY ENGINEER OF RECORD.

10. ALL REINFORCING EMBEDMENTS, INSERTS, ETC. SHALL BE POSITIVELY SECURED IN PROPER LOCATION BEFORE CONCRETE IS PLACED.

PROVIDE SUFFICIENT SUPPORT TO PREVENT DISPLACEMENT DURING PLACING AND FINISHING OPERATIONS.

11. ALL CONCRETE EXCEPT SLABS ON GRADE 6 INCHES THICK OR LESS SHALL BE MECHANICALLY VIBRATED SO AS TO COMPLETELY FILL THE FORMS WITHOUT CAUSING UNDUE SEGREGATION.

12. HORIZONTAL CONSTRUCTION JOINTS SHALL BE LOCATED AS SHOWN ON THE DRAWINGS, AND THE HARDENED CONCRETE SURFACES

SHALL BE CLEANED BY SAND-BLASTING OR OTHER APPROVED MEANS TO EXPOSE FIRMLY EMBEDDED AGGREGATES PRIOR TO POURING ADDITIONAL CONCRETE IN CONTACT WITH THESE SURFACES.

13. VERTICAL CONSTRUCTION JOINTS SHALL BE FORMED AND KEYED AND NOT OVER 60 FEET APART. VERTICAL CONSTRUCTION JOINTS THROUGH BEAMS OR SLABS SHALL BE LOCATED BETWEEN THE 1/4 AND 1/3 POINTS OF THE SPAN. THE CONTRACTOR SHALL SUBMIT DETAILED DRAWINGS SHOWING THE LOCATIONS OF ALL CONSTRUCTION JOINTS AND CONTROL JOINTS.

14. FORMS SHALL BE PROPERLY CONSTRUCTED CONFORMING TO CONCRETE SURFACES AS SHOWN ON THE DRAWINGS, SUFFICIENTLY

TIGHT TO PREVENT LEAKAGE, SUFFICIENTLY STRONG AND BRACED TO MAINTAIN THEIR SHAPE AND ALIGNMENT UNTIL NO LONGER NEEDED TO SUPPORT THE CONCRETE. FORMS AND SHORING SHALL NOT BE REMOVED UNTIL THE CONCRETE HAS ATTAINED SUFFICIENT STRENGTH TO WITHSTAND ALL LOADS TO BE IMPOSED WITHOUT EXCESSIVE STRESS, CREEP, OR DEFLECTION.

15. GENERAL CONTRACTOR TO COORDINATE SIZE AND LOCATION OF EQUIPMENT PADS WITH MECHANICAL CONTRACTOR.

16. SLABS, BEAMS, WALLS, AND OTHER EXPOSED CONCRETE SURFACES:

A. SHALL BE KEPT CONTINUOUSLY WET FOR 48 HOURS AFTER PLACEMENT.

B. SHALL BE KEPT DAMP FOR 7 DAYS AFTER PLACEMENT.

17. SLABS:

A. SHALL HAVE CURE/SEALER APPLIED IMMEDIATELY AFTER FINISHING IF OTHER FINISHES ARE NOT AFFECTED.

B. SHALL BE KEPT CONTINUOUSLY WET OR COVERED WITH CURING PAPER WHEN CURE SEALER CANNOT BE APPLIED.

C. SHALL BE COVERED WITH A TYPE OF CURE THAT WILL NOT BE DETRIMENTAL TO LATER APPLIED SEALERS.

VII. CONCRETE WORK:

STRUCTURAL SLAB 3,000 PSI L.S.

D 3 1/2" 0.45
ITEM

COMPRESSIVE

STRENGTH
SLUMP
B W/C

C RATIO
150 PCF
UNIT WT.

SLAB ON GRADE 2,500 PSI L.S.

D 3 1/2" 0.45 150 PCF

FOOTINGS, PIERS, GRADE

BEAMS & WALLS
3,000 PSI 3 1/2" 0.45 150 PCF

1. REINFORCING BARS SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60 FOR ALL BAR SIZES AND ASTM A706 GRADE 60 FOR ALL WELDED BARS.

2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 IN FLAT SHEETS, AND IN SLABS MAY BE RAISED INTO POSITION DURING THE CONCRETE POURING OPERATION. LAP WIRE FABRIC 12 INCH MINIMUM.

3. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE," (ACI 318) AND THE "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT", (ACI 315).

4. UNLESS NOTED OTHERWISE, MAINTAIN COVERAGE TO FACE OF BARS AS FOLLOWS:

A. CONCRETE CAST AGAINST EARTH 3"
B. FORMED SURFACES EXPOSED TO EARTH OR WEATHER
• #5 AND SMALLER, WIRE MESH 1 1/2"
• ALL OTHER BARS 2"
C. JOISTS, SUSPENDED SLABS, INTERIOR WALL SURFACES
• #11 AND SMALLER 3/4"
• #14 AND LARGER 1 1/2"
D. COLUMNS, BEAMS 1 1/2"

5. REINFORCING SHALL BE CONTINUOUS WITH SPLICES ONLY WHERE SHOWN.

6. FOR MINIMUM LAP LENGTH, SEE SCHEDULE UNLESS NOTED OTHERWISE . SPLICES TO BE STAGGERED SO THAT HALF OR LESS OF BARS ARE LAPPED AT ONE POINT.

7. BAR SUPPORTS IN CONTACT WITH EXPOSED SURFACES SHALL BE PLASTIC TIPPED.

8. BEAM AND SLAB REINFORCING SHALL NOT BE SLEEVED OR OTHERWISE INTERRUPTED EXCEPT AS SHOWN ON THE STRUCTURAL DRAWINGS. ALL WALLS AND SLABS SHALL BE DOWELED INTO FOOTINGS, WALLS, BEAMS, GIRDERS, COLUMNS OR SLABS WITH BARS OF THE SAME SIZE AND SPACING, UNLESS NOTED OTHERWISE.

9. ADDITIONAL BARS SHALL BE PROVIDED AROUND ALL FLOOR AND WALL OPENINGS, AS SHOWN ON DETAILS.

10. CHECKED SHOP DRAWINGS SHOWING REINFORCING DETAILS, INCLUDING BAR SIZES, SPACING AND PLACEMENT SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION.

X. CONCRETE REINFORCING STEEL:

1. MISCELLANEOUS IRON AND STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED ACCORDING TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATION FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS," LATEST EDITION, AND THE "CODE FOR STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES," LATEST EDITION.

2. ALL BEAMS SHALL BE FABRICATED WITH THE NATURAL CAMBER UP. PROVIDE CAMBERS AS INDICATED ON THE DRAWINGS.

3. AFTER FABRICATION, ALL STEEL SHALL BE CLEANED OF ALL RUST, LOOSE MILL SCALE AND OTHER FOREIGN MATERIALS AND A COAT OF PRIMER PAINT APPLIED.

4. THE STRUCTURAL STEEL CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL STRUCTURAL STEEL DETAILS, WELDING

SEQUENCES, AND FABRICATION AND ERECTION PROCEDURES WITH STEEL MANUFACTURER, FOR THE INTENDED USE OF STRUCTURAL STEEL.

5. THE FABRICATOR/ERECTOR SHALL SUBMIT TO THE ARCHITECT, FOR REVIEW, ENGINEERED AND CHECKED DRAWINGS SHOWING SHOP FABRICATION DETAILS, FIELD ASSEMBLY DETAILS AND ERECTION DIAGRAMS FOR ALL STRUCTURAL STEEL PRIOR TO FABRICATION.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY LOADING CONDITIONS DURING CONSTRUCTION AND SHALL PROVIDE BRACING AND SHORING WHERE REQUIRED.

7. THERE SHALL BE NO FIELD CUTTING OF STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER.

8. ALL ADDITIONAL STEEL REQUIRED BY THE CONTRACTOR FOR ERECTION PURPOSES AND SITE ACCESS OF STOCKPILED MATERIALS SHALL BE PROVIDED AT NO COST TO THE OWNER. ALL SUCH ADDITIONAL STEEL SHALL BE REMOVED BY THE CONTRACTOR UNLESS APPROVED BY THE OWNER IN WRITING.

9. EXCEPT WHERE OTHERWISE SHOWN, STEEL SECTIONS SHALL CONFORM TO THE FOLLOWING:

A. PLATES, BARS, ETC ASTM A572, GRADE 50
B. WIDE FLANGE BEAMS, COLUMNS AND WT SHAPES ASTM A992, GRADE 50 C. ANGLES, CHANNELS A36
D. STRUCTURAL TUBES (RECTANGULAR OR SQUARE HSS) ASTM A500 GRADE C (Fy = 50KSI) E. STRUCTURAL ROUND TUBES (ROUND HSS) ASTM A500 GRADE C (Fy = 46KSI) F. PIPE COLUMNS AND RAILING A53, GRADE B
G. TYPICAL (GRAVITY) BASE PLATES ASTM A572, GRADE 50
H. ALL CONTINUITY, REINFORCING, AND SHEAR PLATES ASTM A572, GRADE 50 I. GUSSET PLATES, BARS & BASE PLATES ASSOCIATED W/ MOMENT & BRACED FRAMES ASTM A572, GRADE 50 J. ANCHOR BOLTS (AB) F1554, GRADE 36 UNO
K. MACHINE BOLTS (MB) A307
L. HIGH STRENGTH BOLTS (HSB) A325X, UNO

10. ALL STRUCTURAL STEEL SURFACES THAT ARE ENCASED IN CONCRETE, MASONRY, SPRAY ON FIREPROOFING, OR BUILDING FINISHES SHALL BE LEFT UNPAINTED, UNLESS NOTED OTHERWISE.

11. WHERE GALVANIZED STEEL IS INDICATED ON DRAWINGS, GALVANIZE ACCORDING TO ASTM A123, HOT-DIP PROCESS.

12. WELDING OF STRUCTURAL STEEL:

A. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF "STRUCTURAL WELDING CODE-STEEL" (AWS D1.1), LATEST EDITION, AND SHALL BE PERFORMED BY WELDERS CERTIFIED IN THE APPLICABLE PROCEDURE & POSITION.

B. ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDING PROCEDURE SPECIFICATION (WPS) THAT HAS BEEN REVIEWED BY THE ENGINEER OF RECORD AND THE TESTING AND INSPECTION AGENCY. THE WPS VARIABLES SHALL BE WITHIN THE PARAMETERS ESTABLISHED BY THE FILLER METAL MANUFACTURER.

C. BEFORE ERECTION, STEEL FABRICATOR SHALL SUBMIT TO THE ENGINEER, FOR REVIEW, SHOP DIAGRAMS OR WRITTEN

PROCEDURES INDICATING FIELD WELDING SEQUENCES OF EACH INDIVIDUAL TYPE WELDED MOMENT CONNECTION AND FIELD WELDING SEQUENCES OF MOMENT CONNECTIONS AT EACH LEVEL.

D. E-70XX ELECTRODES SHALL BE USED AT ALL WELDED STEEL CONNECTIONS.

E. ALL WELDS USED IN MEMBERS AND CONNECTIONS IN THE SEISMIC FORCE RESISTING SYSTEM (SFRS) SHALL BE MADE WITH A FILLER METAL THAT CAN PRODUCE WELDS THAT HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FT-LB AT 0°F, AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION. SEE PLANS & DETAILS FOR CONNECTIONS DENOTED "SFRS."
F. WELD DAMS SHALL NOT BE USED.

G. ALL BUTT WELDING SHALL BE FULL PENETRATION WELDS UNLESS NOTED OTHERWISE . FILLET WELD SIZES NOT SHOWN SHALL BE AWS MINIMUM SIZES BASED ON THICKNESS OF MATERIALS BEING WELDED, BUT NOT LESS THAN 1/4 INCH.

H. FILLET WELD SIZES NOT SHOWN SHALL BE AWS MINIMUM SIZES BASED ON THICKNESS OF MATERIALS BEING WELDED, BUT NOT LESS THAN 1/4 INCH.

I. ALL COMPLETE JOINT PENETRATION WELDS SHALL BE STARTED AND ENDED WITH A MINIMUM LENGTH OF ONE INCH ON WELD TABS ("RUN OFF" TABS) EXCEPT AT ACCESS HOLES IN BEAM/GIRDER WEBS. ALL WELD TABS SHALL BE REMOVED, THE AFFECTED AREA GROUND SMOOTH AND MAGNETIC PARTICLE TESTED FOR DEFECTS.

J. ALL COMPLETE JOINT PENETRATION GROOVE WELDS SHALL BE ULTRASONICALLY (UT) EXAMINED FOR THE FULL LENGTH.

BACKING BAR REMOVAL AREAS AND FILLET WELDS ON CONTINUITY PLATES SHALL BE EXAMINED FOR THE FULL LENGTH BY THE MAGNETIC PARTICLE TESTING (MPT) METHOD.

K. ALL DEFECTIVE WELDS SHALL BE GROUND OUT, REPAIRED, AND RETESTED AT THE CONTRACTOR'S EXPENSE.

13. ALL STEEL TO STEEL BOLTED CONNECTIONS SHALL BE BOLTED WITH HIGH STRENGTH BOLTS CONFORMING TO ASTM A325 PER THE "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS" BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTION (RCSC). OTHER BOLTED CONNECTIONS SHALL BE BOLTED WITH UNFINISHED BOLTS CONFORMING TO ASTM A307.

14. DRILL OR PUNCH HOLES FOR BOLTS. DO NOT MAKE OR ENLARGE HOLES BY BURNING. HOLES IN STEEL SHALL BE 1/16 INCH LARGER DIAMETER THAN NOMINAL SIZE OF BOLT USED, EXCEPT AS NOTED.

15. ALL EXPOSED STRUCTURAL STEEL AND MISCELLANEOUS METAL SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. GALVANIZING AT FIELD WELDS SHALL BE REPAIRED WITH GALVANIZING REPAIR PAINT ACCORDING TO ASTM A780.

16. WELDED STUDS SHALL BE HEADED STUDS CONFORMING TO ASTM A108 OR ASTM A29:

A. ALL HEADED STUDS SHALL BE "NELSON STUDS" (ICC ESR-2856), NELSON STUD WELDING, INC., ELYRIA, OHIO OR "TRU-WELD STUDS" (ICC-ERS-2577), DIVISION OF TRU-FIT PRODUCTS CORPORATION, MEDINA, OHIO, OR APPROVED EQUAL.

B. ALL HEADED STUDS SHALL BE AUTOMATICALLY END WELDED IN SHOP OR FIELD WITH EQUIPMENT RECOMMENDED BY THE MANUFACTURER OF STUDS.

C. STEEL SHEAR STUDS MATERIAL, WELDING, AND INSPECTION, SHALL BE IN ACCORDANCE WITH THE "STRUCTURAL WELDING CODE-STEEL", (AWS-D1.1), LATEST EDITION. ALL STUDS SHALL BE 3/4 INCH DIAMETER AND PLACED UNIFORMLY OVER BEAMS AND GIRDERS, UNLESS NOTED OTHERWISE.

17. MEMBERS NOT DESIGNATED ON FRAMING PLANS ARE SHOWN ON FRAME ELEVATIONS.

18. FOR A COMPLETE LIST OF REQUIRED "SPECIAL INSPECTIONS" SEE SHEET S-000 UNDER "SPECIAL INSPECTION AND STRUCTURAL OBSERVATION."

19. THE OWNER'S TESTING AGENCY SHALL PERFORM ALL SHOP AND FIELD INSPECTION AND TESTING, AS OUTLINED ABOVE AND IN SPECIFICATION AND AS REQUIRED BY THE BUILDING CODE AND SHALL SUBMIT REPORTS TO ENGINEER OF RECORD FOR REVIEW.

20. THE STRUCTURAL STEEL FABRICATOR SHALL SCHEDULE ALL WORK TO ALLOW THE ABOVE TESTING REQUIREMENTS TO BE COMPLETED.

XI. STRUCTURAL STEEL:

1. PROVIDE SAWN LUMBER IN CONFORMANCE WITH THE GRADING RULES OF THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB) FOR THE SPECIES AND GRADE DESIGNATED. MOISTURE CONTENT SHALL NOT EXCEED 18% AT TIME OF INSTALLATION.

2. PROVIDE DOUGLAS FIR-LARCH SAWN LUMBER UNLESS NOTED OTHERWISE. AS A MINIMUM, PROVIDE THE FOLLOWING GRADES:
• JOISTS NO. 2
• BEAMS AND HEADERS NO. 1
• WALL STUDS STUD
• POSTS NO. 1 & BETTER
• SILLS, PLATES, AND BLOCKING NO. 2

3. PROVIDE ENGINEERED LUMBER IN CONFORMANCE WITH THE FOLLOWING SPECIFICATIONS:

4. PROVIDE PRESSURE-TREATED WOOD FOR ALL EXPOSED MEMBERS AND ALL MEMBERS IN CONTACT WITH CONCRETE, MASONRY, OR SOIL. ALL NAILS IN CONTACT WITH PRESSURE-TREATED LUMBER SHALL BE EITHER HOT-DIPPED GALVANIZED (MEETING ASTM A153 CLASS D) OR STAINLESS STEEL. ALL HARDWARE IN CONTACT WITH PRESSURE-TREATED LUMBER SHALL BE EITHER HOT-DIPPED GALVANIZED (MEETING ASTM A653 CLASS G185), OR STAINLESS STEEL.

5. PROVIDE ENGINEERED WOOD I-JOIST (TJI) SHALL BE AS MANUFACTURED BY WEYERHAEUSER, OR APPROVED EQUAL, AND OF THE SIZE AND SPACING SHOWN IN THESE DRAWINGS. TJI FLANGE MATERIAL SHALL BE LAMINATED VENEER LUMBER (LVL), LAMINATED STRAND LUMBER (LSL), OR MACHINE STRESS RATED LUMBER (MSR). TJI WEB MATERIAL SHALL BE STRUCTURAL GRADE PLYWOOD OR ORIENTED STRAND BOARD. ADHESIVES USED IN TJI FABRICATION SHALL BE WATERPROOF. INSTALLATION SHALL BE IN ACCORDANCE WITH ICC ESR-1153. PRODUCTS OF OTHER MANUFACTURERS WITH EQUAL OR GREATER CAPACITY MAY BE USED. SUBSTITUTION

REQUESTS SHALL BE SUBMITTED CLEARLY INDICATING NEW MEMBER CAPACITIES AND FOR WHICH MEMBER THEY ARE BEING SUBSTITUTED.

6. AS A MINIMUM, ATTACH AND INTERCONNECT ALL FRAMING MEMBERS IN ACCORDANCE WITH THE NAILING SCHEDULE CONTAINED IN TABLE 2304.9.1 IN THE CALIFORNIA BUILDING CODE. NAILS MAY BE BOX OR COMMON WIRE, AS ALLOWED IN FOOTNOTES OF TABLE.

NAILS CALLED FOR ON PLANS AND DETAILS SHALL BE COMMON WIRE. HOT-DIPPED GALVANIZED NAILS SHALL BE USED WHERE EXPOSED TO WEATHER OR IN CONTACT WITH PRESSURE-TREATED LUMBER.

7. PROVIDE FULL-DEPTH SOLID BLOCKING OR OTHER MEANS OF LATERAL SUPPORT AT ENDS AND BEARING POINTS OF ALL JOISTS, RAFTERS, BEAMS, AND HEADERS, AND AT INTERMEDIATE INTERVALS NOT TO EXCEED 8 FEET.

8. DESIGNATIONS FOR HARDWARE ARE BASED ON SIMPSON STRONG-TIE CO., INC. SUBSTITUTION OF NON-SIMPSON HARDWARE IS NOT ACCEPTABLE.

9. INSTALL HARDWARE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. USE ALL SPECIFIED FASTENERS.

10. ALL NAILS SHALL BE COMMON WIRE NAILS. "SHORT" NAILS SUPPLIED BY SIMPSON STRONG-TIE SHALL ONLY BE USED IN ACCORDANCE

WITH THE MANUFACTURER'S INSTRUCTIONS, AND SHALL NOT BE USED WHEN ATTACHING THROUGH PLYWOOD TO FRAMING MEMBERS BEHIND.

11. PLYWOOD SUBFLOORING SHALL BE 3/4 INCH APA RATED STURD-I-FLOOR SHEATHING (48/24), GROUP 1 EXPOSURE 1, UNLESS NOTED OTHERWISE. PANEL EDGES SHALL BE TONGUE AND GROOVE. LAY PANELS WITH FACE GRAIN PERPENDICULAR TO SUPPORT. STAGGER SIDE JOINTS. NAIL ALL SUPPORTED EDGES WITH 10d NAILS @ 6 INCHES ON CENTER AND AT ALL INTERIOR BEARINGS WITH 10d NAILS @ 12 INCHES ON CENTER, UNLESS NOTED OTHERWISE. NAILS SHALL BE RINGSHANK OR SCREW NAILS DRIVEN FLUSH. GLUE PLYWOOD TO ALL SUPPORTS AND AT TONGUE AND GROOVE JOINTS IN ACCORDANCE WITH APA GLUED FLOOR SYSTEM.

12. PLYWOOD WALL SHEATHING SHALL BE 1/2 INCH APA RATED SHEATHING, UNLESS NOTED OTHERWISE. ALL UNSUPPORTED EDGES SHALL BE BLOCKED. NAIL ALL PLYWOOD EDGES WITH 10d NAILS @ 6 INCHES AND INTERIOR BEARINGS WITH 10d NAILS @ 12 INCHES ON CENTER, UNLESS NOTED OTHERWISE. NAILS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE PLYWOOD.

MINIMUM SHEET WIDTH FOR PLYWOOD ON SHEAR WALLS SHALL BE 24 INCHES.

13. PLYWOOD ROOF SHEATHING SHALL BE 5/8 INCH APA RATED SHEATHING. ALL ROOF SHEATHING SHALL BE LAID WITH FACE GRAIN PERPENDICULAR TO THE JOISTS. STAGGER SIDE JOINTS. NAIL ALL PLYWOOD EDGES WITH 10d NAILS @ 6 INCHES OC AND INTERIOR BEARINGS WITH 10d NAILS @ 12 INCHES ON CENTER, UNLESS NOTED OTHERWISE. NAILS SHALL BE DRIVEN FLUSH, BUT SHALL NOT FRACTURE THE SURFACE OF PLYWOOD.

PSL BEAM/HEADER
XII. ROUGH CARPENTRY:

PSL COLUMN

LVL BEAM/JOIST
2,900 290
190
285

2.0x10
6 ITEMF
b (PSI)
A
F
v (PSI)

A E (PSI)B
2,400
2,600

1.8x10
6 1.9x10
6 A. PRODUCT USED MUST HAVE EQUAL OR GREATER DESIGN STRESS.

B. PRODUCT USED MUST HAVE EQUAL OR GREATER MODULUS OF ELASTICITY.

LSL BEAM/JOIST 2,325 310 1.55x10
6 LSL COLUMN 1,700 425 1.3x10
6 1. SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN APPROVED INDEPENDENT TESTING AND INSPECTION AGENCY OR AS INDICATED BELOW.

2. THE INSPECTION AGENCY SHALL BE RETAINED BY AND PAID FOR BY THE OWNER.

3. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER, PRIOR TO BEGINNING CONSTRUCTION, A DETAILED LIST OF "SPECIAL INSPECTION" ITEMS INDICATING THE SCOPE OF TESTING AND INSPECTION AND THE AGENCY OR ENGINEER PERFORMING THE WORK.

4. THE INSPECTION AGENCY SHALL PROVIDE INSPECTION REPORTS TO THE ARCHITECT & STRUCTURAL ENGINEER. THE REPORTS SHALL INCLUDE ANY ITEMS WHICH ARE IN NON-COMPLIANCE WITH THE DESIGN DOCUMENTS.

5. THE STRUCTURAL ENGINEER WILL REQUIRE A FINAL REPORT FROM THE INSPECTION AGENCY. THE REPORT NEEDS TO SHOW THAT ALL DEFICIENCIES MENTIONED IN EARLIER REPORTS HAVE BEEN CORRECTED. COPIES OF THE TESTING AND INSPECTION REPORT SHALL BE SENT TO THE BUILDING DEPARTMENT, ARCHITECT, STRUCTURAL ENGINEER AND OWNER.

6. PROVIDE "SPECIAL INSPECTIONS" FOR ALL ITEMS AS REQUIRED BY THE CALIFORNIA BUILDING CODE, 2022 EDITION, SEE SHEET S-000 UNDER "SPECIAL INSPECTION AND STRUCTURAL OBSERVATION."
SPECIAL INSPECTION BY INDEPENDENT AGENCY:

A. SPECIAL INSPECTION OF FOUNDATION EXCAVATIONS SHALL BE PERFORMED BY THE GEOTECHNICAL ENGINEER.

B. CONCRETE PLACEMENT: DURING THE TAKING OF TEST SPECIMENS AND PLACING OF REINFORCED CONCRETE, EXCEPT CONCRETE WHERE THE SPECIFIED STRENGTH IS 2,500 PSI OR LESS. FOUR TEST CYLINDERS FROM EACH 150 CUBIC YARDS

OR FRACTION THEREOF POURED IN ANY ONE DAY SHALL BE SECURED AND REPORTED BY AN INDEPENDENT TESTING AGENCY; ONE TO BE TESTED AT 7 DAYS, TWO AT 28 DAYS, AND THE FOURTH HELD IN RESERVE.

C. STRUCTURAL WELDING: ALL STRUCTURAL WELDING, INCLUDING WELDING OF REINFORCING STEEL. SEE THE GENERAL NOTES SECTION FOR STRUCTURAL STEEL.

D. HIGH-STRENGTH BOLTING: PERIODIC INSPECTION, IN ACCORDANCE WITH CBC SECTION 1704.3.3, DURING ALL BOLT INSTALLATIONS AND TIGHTENING OPERATIONS.

E. WELDING OF THREADED ROD TO STEEL BEAM FOR HOLDOWN DEVICES.

F. BOLTS DRILLED AND EPOXIED INTO EXISTING CONCRETE.

G. PULL/TORQUE TESTS PER SFBC SECTION 1607C, 1615C AND CBC 1909.2.7.

INSPECTION BY FTF ENGINEERING:

I. FOUNDATION EXCAVATION.

J. BOLTS CAST IN CONCRETE: PRIOR TO AND DURING THE PLACEMENT OF CONCRETE AROUND BOLTS.

K. CONCRETE REINFORCING STEEL: DURING PLACING OF REINFORCING STEEL. EXCEPTION: THE SPECIAL INSPECTOR NEED NOT

BE PRESENT DURING ENTIRE REINFORCING STEEL-PLACING OPERATIONS, PROVIDED HE/SHE HAS INSPECTED FOR

CONFORMANCE WITH THE APPROVED PLANS PRIOR TO THE CLOSING OF FORMS OR THE DELIVERY OF CONCRETE TO THE JOBSITE.

L. PLYWOOD SHEAR WALL-NAILING, CLIPS, STRAPS, HOLDOWNS.

M. NAILING FOR PLYWOOD DIAPHRAGMS.

XIV. TESTING AND SPECIAL INSPECTION:

1. FOUNDATION DESIGN IS BASED ON CHAPTER 18, CBC. THE GEOTECHNICAL INVESTIGATION REPORT ENTITLED "TITLE, ADDRESS", DATED 00/00/2018, BY (COMPANY)
CONTINUOUS FOOTINGS:

MAXIMUM SOIL PRESSURE= 3,000 PSF DL + LL = 4,000 PSF DL + LL + SEISMIC/WIND

2. ALL SITE GRADING, FILLS AND SOIL PREPARATION SHALL CONFORM TO THE SOIL REPORT AND ALL WORK SHALL BE DONE UNDER THE SUPERVISION OF THE OWNER'S SOIL TESTING LABORATORY OR THE SOILS ENGINEER.

3. FOOTINGS SHALL EXTEND TO SUCH DEPTH AS TO BEAR ON FIRM, UNDISTRIBUTED SOIL. FOOTING DEPTHS SHOWN ON THE DRAWINGS ARE MINIMUM DEPTHS. FOOTINGS MAY BE POURED IN NEAT EXCAVATED TRENCHES, PROVIDED PRECAUTIONS ARE TAKEN TO INSURE

NO CAVING OR SLUFFING OCCURS WHICH WILL RESULT IN UNSUITABLE BASE CONDITIONS OR INCLUSION OF SOIL MATERIAL IN THE CONCRETE WORK.

4. MATERIALS FOR SUB-CAPILLARY BREAK UNDER CONCRETE SLABS ON GRADE SHALL BE FREE-DRAINING GRAVEL OR CRUSHED ROCK.

NOT MORE THAN 25% OF ROCK MAY PASS A 1/2 INCH SIEVE AND NOT MORE THAN 6% MAY PASS A 3/8 INCH SIEVE. ROCK COURSE SHALL BE ROLLED TO A SMOOTH SURFACE.

5. BEFORE BACKFILLING BEHIND CONCRETE WALLS (BASEMENT WALLS, RETAINING WALLS, ETC.) CONCRETE SHALL HAVE ATTAINED FULL DESIGN STRENGTH AND ALL SUPPORTS (FLOORS, SLABS, BEAMS, ETC.) WHICH ARE REQUIRED FOR THE STABILITY OF THE WALL SHALL HAVE BEEN COMPLETED.

6. FOOTING EXCAVATIONS SHALL BE CLEANED OF LOOSE SOILS. NO FOUNDATIONS SHALL BE POURED INTO OR AGAINST SUB-GRADE CONTAINING FREE WATER. DEWATERING, IF REQUIRED, MUST BE CAREFULLY AND PROPERLY DONE TO AVOID DISTURBING THE FOUNDATION SOILS. OVER-EXCAVATED AREA OF FOUNDATIONS MUST BE BACKFILLED WITH CONCRETE.

7. THE GEOTECHNICAL ENGINEER SHALL BE RETAINED TO PROVIDE OBSERVATION AND TESTING SERVICES DURING THE GRADING AND FOUNDATION PHASE OF CONSTRUCTION PER GEOTECHNICAL REPORT RECOMMENDATIONS. INSPECTION AND TESTING REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT.

VI. FOUNDATIONS / SITE PREPARATION:

XIII. EPOXY GROUTING:

1. WHERE EPOXY IN CONCRETE IS INDICATED ON PLANS OR DETAILS, USE HILTI HIT-RE 500 V3 (ICC ESR-3814), HILTI HIT-HY 200 (ICC ESR-3187), SIMPSON SET-3G ADHESIVE (ICC ESR-2508), OR DEWALT PURE 110+ ADHESIVE (ICC ESR-3298) FOR USE IN CONCRETE. (CONTRACTOR MAY SUBMIT OTHER EPOXY SYSTEMS FOR APPROVAL, ALONG WITH AN ICC-ES OR IAPMO UES REPORT DEMONSTRATING COMPLIANCE WITH THE 2021 IBC FOR THE SPECIFIC PRODUCT.)

2. WHERE EPOXY IN CMU IS INDICATED ON PLANS OR DETAILS, USE HILTI HIT-HY 270 ADHESIVE (ICC ESR-4143), SIMPSON ET-HP ADHESIVE (IAPMO UES-241) OR DEWALT AC100+ GOLD (ICC ESR-3200) FOR USE IN SOLID GROUTED MASONRY. (CONTRACTOR MAY

SUBMIT OTHER EPOXY SYSTEMS FOR APPROVAL, ALONG WITH ICC-ES OR IAPMO UES REPORT DEMONSTRATING COMPLIANCE WITH THE 2021 IBC FOR THE SPECIFIC PRODUCT.)

3. WHERE EPOXY IN URM IS INDICATED ON PLANS OR DETAILS, USE HILTI HIT-HY 270 ADHESIVE ANCHOR SYSTEM (ICC ESR-4144), SIMPSON SET ADHESIVE (ICC ESR-1772) OR DEWALT AC100+ GOLD (ICC ESR-4105) FOR USE IN UNREINFORCED MASONRY. PLASTIC MESH SCREEN TUBES PER ICC ESR-1772 OR STEEL MESH SCREEN TUBES PER ICC ESR-4105 & ICC ESR-1772 SHALL BE USED AT ALL

ANCHOR LOCATIONS (CONTRACTOR MAY SUBMIT OTHER EPOXY SYSTEMS FOR APPROVAL, ALONG WITH ICC-ES OR IAPMO UES REPORT DEMONSTRATING COMPLIANCE WITH THE 2021 IBC FOR THE SPECIFIC PRODUCT.)

4. DRILL HOLES TO EPOXY MANUFACTURER'S RECOMMENDED SIZE. CLEAN HOLES WITH A CIRCULAR WIRE OR NYLON BRUSH AND BLOW OUT WITH COMPRESSED AIR.

5. SLOWLY INSERT ROD OR BAR WHILE TURNING ONE FULL ROTATION. DO NOT DISTURB DOWEL UNTIL EPOXY HAS SET.

6. INSTALL ADHESIVE ANCHORS THAT ARE TO BE UNDER SUSTAINED TENSION LOADING IN HORIZONTAL OR VERTICAL OVERHEAD

ORIENTATION SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACI AND IN ACCORDANCE WITH ACI 318-19 (SECTION 26.7.2e). PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION.

7. PER ACI 318-19 (SECTION 26.7.2f) ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT THE TIME OF ANCHOR INSTALLATION. FOR INSTALLATIONS SOONER THAN 21 DAYS CONSULT ADHESIVE MANUFACTURER.

1. THE STRUCTURAL ENGINEER WILL REPORT ANY OBSERVED DEFICIENCIES TO THE OWNER, CONTRACTOR OR BUILDING OFFICIAL FOLLOWING SITE VISITS. THE STRUCTURAL ENGINEER WILL PROVIDE A WRITTEN REPORT TO THE ARCHITECT AFTER EACH SITE VISIT.

HOWEVER, THE STRUCTURAL ENGINEERS SITE VISITS ARE NOT CONSIDERED AS INSPECTION VISITS. THE INSPECTION AGENCY RETAILED AND PAID FOR BY THE OWNER SHALL PROVIDE INSPECTION REPORTS TO THE ARCHITECT/STRUCTURAL ENGINEER. THE REPORTS SHALL INCLUDE ANY ITEMS WHICH ARE IN NON-COMPLIANCE WITH THE DESIGN DOCUMENTS.

2. AFTER THE STRUCTURAL ENGINEER RECEIVES THE FINAL REPORT, FROM THE SPECIAL INSPECTION AGENCY, THE STRUCTURAL

ENGINEER WILL SUBMIT A FINAL SUMMARY REPORT DOCUMENTING SITE VISITS AND OBSERVATIONS, NOTING ANY DEFICIENCIES

CORRECTIVE WORK HAS BEEN COMPLETED, AND THAT CONSTRUCTION PROCEEDED IN ACCORDANCE WITH THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE CODES AND REGULATIONS PER SECTION 1704 OF THE CALIFORNIA BUILDING CODE.

3. STRUCTURAL OBSERVATION BY THE DESIGN ENGINEER IS REQUIRED AT THE FOLLOWING PHASES, AND PRIOR TO COVERING WITH WORK:

A. BEFORE CLOSING OF FORMS - FOUNDATION REINFORCING AND BOLTS INSTALLED IN CONCRETE.

B. ALL STRUCTURAL STEEL MEMBERS AND CONNECTIONS (PRIOR TO COVERING WITH OTHER WORK).

C. PLYWOOD DIAPHRAGM NAILING - PRIOR TO COVERING WITH OTHER WORK.

D. PLYWOOD SHEAR WALL NAILING AND ALL RELATED HOLD DOWNS, STRAPS, CLIPS, ETC.

4. FOR A COMPLETE LIST OF REQUIRED "STRUCTURAL OBSERVATION" SEE SHEET S-000 UNDER "SPECIAL INSPECTION AND STRUCTURAL OBSERVATION"
XV. STRUCTURAL OBSERVATIONS:

XXIV. CHANNEL STRUT:

1. STRUT STRENGTH AND FINISH SHALL BE AS FOLLOWS:
• CHANNEL STRUT MEMBERS: 12 GAUGE 33 KSI, GALVANIZED (HOT-DIP GALVANIZED, PERMAGREEN). • ALL ANGLES, CONNECTORS & MISCELLANEOUS 1/4 INCH PLATE: A-36, GALVANIZED.

2. STRUT SHALL BE 1-5/8 INCHES x 1-5/8 INCHES x 12 GAUGE AND CONFORM WITH MFMA GUIDELINES, UNLESS NOTED OTHERWISE.

3. ACCEPTABLE STRUT MANUFACTURERS ARE:
• COOPER B-LINE
• TOLCO
• UNISTRUT

4. ALL-WELD SECTIONS, DESIGNATED AS "AW", SHALL BE STITCH WELDED WITH AN ADDITIONAL 1/8 INCH x2 INCHES BEVEL WELD ON BOTH SIDES AT 12 INCHES OC.

5. DO NOT MIX COMPONENTS OF TWO OR MORE PRE-APPROVED BRACING SYSTEMS. ANY SUBSTITUTION OF A COMPONENT OF A PRE- APPROVED BRACING SYSTEM REQUIRES A LETTER FROM THE MANUFACTURER AND THE APPROVAL OF OSHPD.

6. INSTALLATION SHALL BE ACCOMPLISHED BY A FULLY TRAINED MANUFACTURER - AUTHORIZED INSTALLER.

XVI. DEFERRED SUBMITTALS (CBC 107.3.4.1):

1. CALCULATIONS AND DRAWINGS FOR ALL DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD.

2. THE ENGINEER OF RECORD SHALL PROVIDE NOTIFICATION TO THE BUILDING OFFICIAL THAT THE DOCUMENTS HAVE BEEN REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE BUILDING DESIGN.

3. DEFERRED SUBMITTAL ITEMS SHALL NOT BE FABRICATED OR INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED BY THE ENGINEER AND APPROVED BY THE BUILDING OFFICIAL.

4. DEFERRED SUBMITTAL (DESIGN-BUILD) ITEMS INCLUDE:

A. NONE.

XVIII. COLD-FORMED STEEL DECK:

1. COLD-FORMED STEEL DECK SHALL BE OF THE TYPE AND GAUGE AS INDICATED ON THE STRUCTURAL DRAWINGS AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND PUBLISHED EVALUATION REPORT.

2. COLD-FORMED STEEL DECK AND ACCESSORIES SHALL BE FORMED FROM STEEL SHEETS CONFORMING TO ASTM A653 SS DESIGNATION, GR. 50 MINIMUM UNLESS NOTED OTHERWISE, WITH GALVANIZED COATINGS DESIGNATED G60.

3. COLD-FORMED STEEL FLOOR DECK SHALL BE FACTORY VENTED WHERE STRUCTURAL CONCRETE FILL OCCURS, AND AT ROOF DECK

WHEN INSULATING CONCRETE FILL IS USED, UNLESS NOTED OTHERWISE

4. COLD-FORMED STEEL DECK SHALL BE CONTINUOUS OVER THREE SPANS WHEREVER POSSIBLE. SHORE DECK IF RECOMMENDED BY THE MANUFACTURER. MINIMUM BEARING AT ENDS IS 2 INCHES.

5. WHERE 3/4 INCH DIAMETER SHEAR STUDS ARE TO BE WELDED TO SUPPORTS, 18 GAUGE OR THICKER DECKING SHALL NOT BE LAPPED.

6. CONTRACTOR SHALL CUT DECK PER STRUCTURAL DETAILS AT ALL OPENINGS, COLUMNS, AND REQUIRED PENETRATIONS AND SHALL SUPPLY NECESSARY ACCESSORY ITEMS SUCH AS CLOSURES, CLIPS, ETC.

7. HANGERS SUPPORTED BY COLD-FORMED STEEL DECKING ONLY OR COLD-FORMED STEEL DECKING WITH INSULATION FILL SHALL BE ATTACHED TO STEEL BARS, 3/8 INCH ROUND X 12 INCHES OR 1/4 INCH x 1 1/2 INCH x 12 INCH FLAT, PLACED PERPENDICULAR TO FLUTES. ONLY LIGHT DUCT WORK (12 INCHES x16 INCHES MAX), PIPING (1-1/2 INCHES ROUND MAX), OR CEILING MAY BE HUNG, UNLESS NOTED OTHERWISE MAXIMUM WEIGHT PER HANGER SHALL NOT EXCEED 75 LBS, UNLESS NOTED OTHERWISE HANGERS MUST BE AT LEAST TWO FLUTES APART ON THE SAME SPAN.

8. HANGERS SUPPORTED BY COLD-FORMED STEEL DECK WITH STRUCTURAL CONCRETE FILL SHALL BE INSTALLED USING ANCHORAGE SYSTEMS THAT CARRY AN INDEPENDENT EVALUATION APPROVAL. SUCH HANGERS SHALL BE USED TO SUPPORT DUCTWORK (15 INCHES X16 INCHES MAX), PIPING (4 INCHE ROUND MAX), OR CEILINGS, UNLESS NOTED OTHERWISE MAXIMUM WEIGHT PER HANGER SHALL NOT EXCEED 200 LBS, UNLESS NOTED OTHERWISE HANGERS MUST BE AT LEAST TWO DECK FLUTES APART ON THE SAME DECK SPAN. LARGER DUCTWORK AND PIPING SHALL BE SUPPORTED BY STRUCTURAL BEAMS OR COLUMNS.

9. WELDING OF COLD-FORMED STEEL DECK SHALL BE PERFORMED BY WELDERS CERTIFIED FOR SHEET STEEL IN ACCORDANCE WITH THE PROVISIONS OF THE AMERICAN WELDING SOCIETY (AWS) D1.4. E60XX ELECTRODES SHALL BE USED FOR WELDING OF COLD-FORMED STEEL DECKING.

II. LOW VELOCITY PINS (LVP):

1. WHERE LVP IS INDICATED ON PLANS OR DETAILS, PROVIDE POWDER ACTUATED FASTENERS WITH LOW VELOCITY CHARGES OF SIZE AND SPACING SHOWN, MANUFACTURED BY HILTI (ICC ESR-1663, ESR-2269), OR DEWALT (ICC ESR-2024). (CONTRACTOR MAY SUBMIT OTHER LOW VELOCITY PINS FOR AN APPROVAL, ALONG WITH AN ICC-ES OR IAPMO UES REPORT DEMONSTRATING COMPLIANCE WITH 2021 IBC FOR THE SPECIFIC PRODUCT.)
III. EXPANSION ANCHORS:

1. EXPANSION ANCHORS SHALL BE KB-TZ2 AS MANUFACTURED BY HILTI, INC. (ICC ESR-4266), OR POWER STUD+SD2 AS MANUFACTURED BY DEWALT (ICC ESR-2502) FOR USE IN CONCRETE. ALL DRILLED HOLES SHALL BE SIZED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. (CONTRACTOR MAY SUBMIT OTHER EXPANSION ANCHORS FOR APPROVAL, ALONG WITH AN ICC-ES OR IAPMO UES REPORT DEMONSTRATING COMPLIANCE WITH THE 2021 IBC FOR THE SPECIFIC PRODUCT.) IV. EQUIPMENT ANCHORAGE:

1. NO EQUIPMENT SHALL BE INSTALLED WITHOUT OSHPD-APPROVED SUPPORT AND ANCHORAGE DETAILS EXCEPT THOSE EXEMPT BY THE CBC 2022 SECTION 1617A.1.18 AND LISTED BELOW.

A. EQUIPMENT WEIGHING LESS THAN 400 LBS SUPPORTED DIRECTLY ON THE FLOOR OR ROOF AND CENTER OF MASS IS LOCATED 4 FEET OR LESS ABOVE THE SUPPORTING FLOOR LEVEL.

B. EQUIPMENT WEIGHING LESS THAN 20 LBS SUSPENED FROM A ROOF OR FLOOR OR HUNG FROM A WALL.

C. FURNITURE (NON FIXED AND MOVABLE AS EXEMPTED BY THE CBC 2022 CHAPTER 1 SECTION 105.2 AND SECTION 1617A.1.18.

D. TEMPORARY OR MOVABLE EQUIPMENT (NON FIXED AND MOVABLE AS EXEMPTED BY THE CBC 2022 CHAPTER 1 SECTION 105.2).

E. EQUIPMENT WEIGHING LESS THAN 20 LBS SUPPORTED BY VIBRATION ISOLATORS.

F. TEMPORARY EQUIPMENT AND SEISMIC BRACING (AS EXEMPT BY THE CBC 2022 CHAPTER 1 SECTION 108 OSHPD CAN 2-108).

PERMANENT EQUIPMENT IN ITEMS, A, B AND E MUST BE SUPPORTED AND ANCHORED TO RESIST THE FORCES PRESCRIBED BY CHAPTER 13 OF ASCE 7-16 / AS MODIFIED BY THE CBC 2022 SECTIONS 1613A/1616A AND EQUIPMENT SUPPORTS AND ANCHORAGE SHALL BE APPROVED BY THE APPROPRIATE DESIGN PROFESSIONAL OF RECORD AND OSHPD AS A PART OF FIELD REVIEWS/OBSERVATIONS. THE INSPECTOR OF RECORD SHALL ASSURE THAT THE ABOVE REQUIREMENTS ARE ENFORCED.

1. THE MANUFACTURE OF STRUCTURAL GLUE-LAMINATED TIMBER SHALL COMPLY WITH SECTION 2303.1.3 OF THE CALIFORNIA BUILDING CODE. WORKMANSHIP SHALL BE IN CONFORMANCE WITH ANSI STANDARD A190.1 AND ASTM D3737. ALL MEMBERS SHALL BEAR THE APA/EWS OR AITC TRADEMARK INDICATING CONFORMANCE.

2. GLUE-LAMINATED MEMBERS SHOWN ON THESE PLANS ARE FOR DRY SERVICE CONDITIONS OF USE, DEFINED BY MOISTURE CONTENT OF MEMBER REMAINING BELOW 16% IN SERVICE, EXCEPT WHERE EXPOSED. THE EXPOSED GLUE-LAMINATED MEMBERS SHALL HAVE WET-USE

ADHESIVES AND BE PRESERVATIVE TREATED IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVATIVES ASSOCIATION (AWPA) STANDARD U1.

3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS DETAILING THE SIZE, LENGTH, CAMBER, AND LOCATIONS OF THE GLUE-LAMINATED MEMBERS TO THE STRUCTURAL ENGINEER FOR APPROVAL. NO CUTTING OR NOTCHING OF GLU-LAM MEMBERS IS ALLOWED, UNLESS

NOTED OTHERWISE

4. PRIOR TO INSTALLATION, SUPPLIER SHALL PROVIDE AN APA OR AITC CERTIFICATE OF COMPLIANCE FOR GLUE-LAMINATED WOOD MEMBERS TO THE BUILDING OFFICIAL.

5. LUMBER SHALL BE DOUGLAS FIR CONFORMING TO WCLIB GRADING AND DRESSING RULES AND WCLA SPECIFICATIONS FOR STRUCTURAL LAMINATED DOUGLAS FIR TIMBER. STRUCTURAL GLUE-LAMINATED TIMBER SHALL BE OF INDUSTRIAL GRADE WHERE HIDDEN FROM VIEW

AND ARCHITECTURAL GRADE WHERE VISIBLE, WITH ENDS SEALED UNLESS NOTED OTHERWISE

6. GLUE-LAMINATED BEAMS SHALL BE OF DF/DF INDUSTRIAL GRADE 24F-V4 AT SIMPLE SPAN MEMBERS, AND 24F-V8 AT CONTINUOUS AND CANTILEVERED MEMBERS, (Fb=2400 PSI, Fc=1650 PSI, Fv=265 PSI, AND E=1.8E6 PSI FOR FLEXURAL), UNLESS NOTED OTHERWISE TENSION LAMINATION REQUIRED AT TOP AND BOTTOM OR ALL CANTILEVERED GLUE-LAMINATED BEAMS.

XIII. GLUE-LAMINATED WOOD MEMBERS:

XX. OPEN WEB WOOD JOISTS:

1. ALL OPEN WEB WOOD JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED ACCORDING TO THE PROVISIONS OF THE 2022

CALIFORNIA BUILDING CODE AND THE LATEST EDITIONS OF THE AWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS). SHOP DRAWINGS, DESIGN CALCULATIONS, AND DETAILS SIGNED BY A CIVIL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF CALIFORNIA, SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATIONS.

2. JOISTS SHALL BE DESIGNED FOR:
• LIVE LOAD
• ROOF..................................................... = 20 PSF • DEAD LOAD
• ROOF..................................................... = 20 PSF

3. THE DESIGN SHALL INCLUDE MECHANICAL AND MISCELLANEOUS POINT LOADS AS NOTED ON THE PLANS.

4. THE FABRICATION AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW ONLY AFTER THEY ARE FULLY COORDINATED WITH THE FRAMING CONTRACTOR.

5. THE CONTRACTOR SHALL INSTALL ALL REQUIRED BRACING AND WEB FILLERS SPECIFIED ON CONTRACT DRAWINGS, JOIST MANUFACTURER SHOP DRAWINGS, AND BRACING REQUIRED FOR STABILITY DURING ERECTION.

6. MECHANICAL ENGINEER/CONTRACTOR SHALL VERIFY THAT ALL ROOF PENETRATIONS FIT BETWEEN JOISTS.

1. STRUCTURAL ALUMINUM SHALL COMPLY WITH "AA ASM 35" AND "AA ADM", LATEST EDITION.

2. THE STRUCTURAL ALUMINUM CONTRACTOR WILL BE RESPONSIBLE FOR REVIEWING ALL STRUCTURAL ALUMINUM DETAILS, WELDING

SEQUENCES, AND FABRICATION AND ERECTION PROCEDURES WITH ALUMINUM MANUFACTURER, FOR THE INTENDED USE OF STRUCTURAL ALUMINUM.

3. THE FABRICATOR/ERECTOR SHALL SUBMIT TO THE ENGINEER, FOR REVIEW, ENGINEERED AND CHECKED DRAWINGS SHOWING SHOP FABRICATION DETAILS, FIELD ASSEMBLY DETAILS AND ERECTION DIAGRAMS FOR ALL STRUCTURAL ALUMINUM PRIOR TO FABRICATION.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY LOADING CONDITIONS DURING CONSTRUCTION AND SHALL PROVIDE BRACING AND SHORING WHERE REQUIRED.

5. THERE SHALL BE NO FIELD CUTTING OF STRUCTURAL ALUMINUM MEMBERS FOR THE WORK OF OTHER TRADES WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER.

6. ALL ADDITIONAL ALUMINUM REQUIRED BY THE CONTRACTOR FOR ERECTION PURPOSES AND SITE ACCESS OF STOCKPILED MATERIALS SHALL BE PROVIDED AT NO COST TO THE OWNER. ALL SUCH ADDITIONAL ALUMINUM SHALL BE REMOVED BY THE CONTRACTOR UNLESS APPROVED BY THE OWNER IN WRITING.

7. EXCEPT WHERE OTHERWISE SHOWN, ALL ALUMINUM SECTIONS SHALL CONFORM TO ALLOY AND TEMPER 6061-T6.

8. WELDING OF STRUCTURAL ALUMINUM:

A. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF AWS CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION, LATEST EDITION, AND SHALL BE PERFORMED BY WELDERS CERTIFIED IN THE APPLICABLE PROCEDURE & POSITION. DETAILED REQUIREMENTS FOR WELDED ALUMINUM ALLOYS ARE GIVEN IN AA ADM.

C. PARTS SHALL BE WELDED WITH AN INERT GAS SHIELDED ARC OR RESISTANCE WELDING PROCESS. NO WELDING PROCESS THAT REQUIRES A WELDING FLUX SHALL BE USED.

D. WELD DAMS SHALL NOT BE USED.

E. ALL DEFECTIVE WELDS SHALL BE GROUND OUT, REPAIRED, AND RETESTED AT THE CONTRACTOR'S EXPENSE.

9. DRILL OR PUNCH HOLES FOR BOLTS. DO NOT MAKE OR ENLARGE HOLES BY BURNING. HOLES IN ALUMINUM SHALL BE 1/16" LARGER DIAMETER THAN NOMINAL SIZE OF BOLT USED, EXCEPT AS NOTED.

10. FOR A COMPLETE LIST OF REQUIRED "SPECIAL INSPECTIONS" SEE SHEET S-1.0 UNDER "SPECIAL INSPECTION AND STRUCTURAL OBSERVATION."

11. THE OWNER'S TESTING AGENCY SHALL PERFORM ALL SHOP AND FIELD INSPECTION AND TESTING, AS OUTLINED ABOVE AND IN SPECIFICATION AND AS REQUIRED BY THE BUILDING CODE.

12. THE STRUCTURAL ALUMINUM FABRICATOR SHALL SCHEDULE ALL WORK TO ALLOW THE ABOVE TESTING REQUIREMENTS TO BE COMPLETED.

V. STRUCTURAL ALUMINUM:
tel - 415-931-8460
38 Mason Street, 2nd Floor
San Francisco, CA 94102
www.ftfengineering.com

PROJECT ADDRESS
313 SWIFT ST
SANTA CRUZ, CA 95060
Stamp
Consultant
Sheet Number
Sheet Title
EHDD / FTF Job Number
Drawn by
Scale
Printing Date
100% SCHEMATIC DESIGN 06.14.2024
PIER 1, BAY 2

THE EMBARCADERO
SAN FRANCISCO, CA 94111
[email protected]
+1 415-285-9193
Revisions and Description Date

NOT FOR CONSTRUCTION
6/14/2024 12:02:15 PM Autodesk Docs://23132 Santa Cruz Educator Housing/23-072 SCCS Educator Housing_R24.rvt 12" = 1'-0"
S0.01

GENERAL NOTES I

SCCS EDUCATOR

HOUSING
Author
23132 / 23-072
STRUCTURAL NOTES:

16.96 DBL3

10.5 DBL3

28.5 DBL3

14.5 DBL3

29.5 DBL3

28.5 DBL3
25 DBL4

15.5 DBL3
22 DBL3
14 DBL3

16.5 DBL3
11 SIN4
26 DBL2
25 SIN3
25 SIN3
25 DBL2

13.5 SIN2
25 DBL4
29 SIN4
27 DBL4
11 DBL4
11 DBL4

13.5 SIN4

14.5 SIN2

10.5 DBL2

13.5 SIN2
25 SIN2
25 DBL3

13.5 SIN2
25 DBL2

13.5 SIN3

13.5 DBL3
25 DBL4
13 SIN6

22.5 SIN6
12 SIN6
35 SIN6
11 SIN6

5.5 SIN6

5.25 SIN6

5.25 S
S
NOTES:

PLAN NOTES:

MATCHLINE -SEE S2.11B
W-D
W-1
W-C
W-B
W-A
W-2
W-3.1
W-3
W-4
W-5
W-6
W-7
W-3.2
W-5.1
W-5.2
W-5.3
W-7.1
W1.1
W1.2
W-A.0
W-D.1
1b 1c TYP
1d TYP
1a
2 10
3 1e
15 ?
3a
3b
3b TYP,
UNO
3b
3b
3b
3b
3b
3b
3b
3b
3b
3b
3b

1. FOUNDATION (W/ GROUND IMPROVEMENTS TO ACHIEVE 3,000 PSF ALLOWABLE BEARING PRESSURE AND/OR A k VALUE OF 50 PCI):
a. OVER-EXCAVATE TO DEPTH OF 1.5 FEET BELOW SITE GRADE AND 5'-0" MINIMUM HORIZONTALLY BEYOND FOUNDATIONS (SEE

GEOTECHNICAL REPORT FOR ADDITIONAL EXCAVATION REQUIREMENTS) b. MAT SLAB OPTION: 24” W/ #6 @ 18” OC TOP AND BOTTOM
c. SPREAD FOOTING OPTION:

1. TYPICAL LONGITUDINAL PERIMETER FOOTING: 5’-0” x 2’-6” DEEP W/ (7) #6 T&B AND # 4 TIES AT 8”OC

2. TYPICAL TRANSVERSE AND CORRIDOR FOOTING: 5’-0” x 2’-6’ DEEP W/ (7) #6 T&B AND #4 TIES AT 8”OC d. PATIO SOG: 5" THICK W/ #5@16"OC EA WAY MID-DEPTH
e. GROUND IMPROVEMENTS TBD PER DESIGN-BUILD CONTRACTOR BELOW ENTIRE BUILDING AND BRIDGE FOOTPRINTS (ESTIMATED SPACING ~13'OC EA WAY ALIGNED WITH BEARING WALLS)

2. BEARING AND SHEAR WALL STUDS:
a. 4
TH FLOOR: 2x6 AT 24”OC STUD GRADE (PARTY WALLS STAGGERED W/ NET 12"OC SPACING) b. 3
RD FLOOR: 2x6 AT 16”OC STUD GRADE (PARTY WALLS STAGGERED W/ NET 8"OC SPACING) c. 2
ND FLOOR: 2x6 AT 16”OC NO. 1 & BETTER GRADE (PARTY WALLS STAGGERED W/ NET 8"OC SPACING) d. 1
ST FLOOR: 2x6 AT 12”OC DF NO. 1 & BETTER GRADE (PARTY WALLS STAGGERED W/ NET 8"OC SPACING)

3. SHEAR WALLS: OSB WALL SHEATHING SHALL BE STRUC 1, 1/2 INCH APA RATED OSB SHEATHING, UNLESS NOTED OTHERWISE. ALL UNSUPPORTED EDGES SHALL BE BLOCKED. NAIL ALL SHEATHING EDGES WITH 10d NAILS @ EN SPACING AND INTERIOR BEARINGS WITH 10d NAILS @ 12 INCHES ON CENTER, UNLESS NOTED OTHERWISE. NAILS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING. MINIMUM SHEET WIDTH FOR SHEATHING ON SHEAR WALLS SHALL BE 24 INCHES. a. STACKING SHEAR WALLS HAVE SIMPSON ATS TIED-OFF SYSTEM AT ALL FLOORS EACH END OF SHEAR WALL. b. FIRST FLOOR ONLY SHEAR WALLS HAVE SIMSPON HDU HOLDOWNS EACH END OF SHEAR WALL.

4. JOISTS (PLATFORM FRAMED):
a. FLOOR:

1. IJ1: 11 7/8" TJI210 @ 24" OC : SPANS UP TO 13'-0”

2. IJ2: 11 7/8" TJI210 @ 16" OC: SPANS UP TO 16'-0”

3. IJ3: 11 7/8" TJI560 @ 16" OC: SPANS UP TO 20'-0”

4. C1: 2x10 PTDF@16” OC
b. ROOF

1. R1: 9 1/2” TJI210 @24” OC: SPANS UP TO 13’-0”

2. R2: 9 1/2” TJI210 @16” OC: SPANS UP TO 16’-0”

3. T1: DEFFERED APPROVAL MFR OPEN WEB TRUSS AT 24" OC

5. BLOCKED FLOOR SHEATHING: TYPICAL: OSB SUBFLOORING SHALL BE 3/4 INCH APA RATED SHEATHING (48/24), GROUP 1 EXPOSURE 1, UNLESS NOTED OTHERWISE. BLOCK ALL UNSUPPORTED PANEL EDGES WITH FLAT 2x4 MINIMUM. PANEL EDGES SHALL BE TONGUE AND GROOVE. LAY PANELS WITH FACE GRAIN PERPENDICULAR TO SUPPORT. STAGGER SIDE JOINTS. NAIL ALL SHEATHING EDGES WITH 10d NAILS @ 6 INCHES ON CENTER AND AT ALL INTERIOR BEARINGS WITH 10d NAILS @ 12 INCHES ON CENTER, UNLESS NOTED OTHERWISE.

NAILS SHALL BE RINGSHANK OR SCREW NAILS DRIVEN FLUSH. GLUE PLYWOOD TO ALL SUPPORTS AND AT TONGUE AND GROOVE JOINTS IN ACCORDANCE WITH APA GLUED FLOOR SYSTEM.

6. BLOCKED ROOF SHEATHING: TYPICAL: OSB ROOF SHEATHING SHALL BE 5/8 INCH APA RATED SHEATHING. ALL ROOF SHEATHING SHALL BE LAID WITH FACE GRAIN PERPENDICULAR TO THE JOISTS. STAGGER SIDE JOINTS. BLOCK ALL UNSUPPORTED PANEL EDGES WITH FLAT 2x4 MINIMUM. NAIL ALL SHEATHING EDGES WITH 10d NAILS @ 6 INCHES OC AND INTERIOR BEARINGS WITH 10d NAILS @ 12 INCHES ON CENTER, UNLESS NOTED OTHERWISE. NAILS SHALL BE DRIVEN FLUSH, BUT SHALL NOT FRACTURE THE SURFACE OF SHEATING.

7. INSET COLLECTORS: GALV HSS5x5x1/2 AT STAIR AND 5.25"x11 7/8" PSL AT FLR FRAMING

8. ELEVATORS:
a. 5” HSS COLUMNS AT ELEVATOR SUPPORT POINT (QUANTITY DEPENDENT ON MFR REQUIREMENTS) b. ASSUMED 4’-0” DEEP PIT
c. PENTHOUSE WALLS 2X6 WITH WALL PLY ONE SIDE
d. PENTHOUSE ROOF: SEE BLOCKED ROOF SHEATING REQUIREMENTS

Santa Cruz City CouncilFebruary 25, 2025

Santa Cruz City Council
February 25, 2025