AVAILABILITY OF PUBLIC RECORDS:
All public record to an open session item on this agenda, which are not exempt from disclosure pursuant to the California Public Records Act, that are distributed to a majority of the legislative body will be available for public inspection at the City Clerk’s Office, City Hall located at 333 90 th Street, Daly City, CA during normal business hours, at the same time that the public records are distributed or made available to the legislative body.
CITY OF DALY CITY
Regular Meeting - CITY COUNCIL
AGENDA
Monday, July 10, 2023 - 7:00 PM
City Hall Council Chambers – 2nd Floor
City Hall, 333 – 90th Street
Daly City, CA 94015
To watch the live telecast or livestream:
Comcast Channel 27, https://www.youtube.com/DalyCityVideoMeetings or https://www.dalycity.org/agendas Public Participation:
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1. To submit a comment in writing, please visit www.dalycity.org/agendas and complete the Public Comment form. In the comment field box, include the item number and/or title of the item as well as your comments.
Public Comments may also be emailed to [email protected] by including “Public Comment” in the subject line. All written comments received by 4:00 pm on meeting day will be provided to the City Council prior to the meeting. Comments are not read aloud into the record.
Please note: Any written comments received after 4:00 p.m. on the meeting date is not guaranteed to be received by the City Council prior to the meeting.
2. To speak at the meeting in person, please complete a Speaker Card located at the entrance to the Council Chambers and submit to a Staff Member as early in the meeting as possible.
Persons with disabilities who require auxiliary aids or services in attending or participating in this meeting should call the office of the City Clerk at 991-8078 as soon as possible.
CALL TO ORDER:
PLEDGE TO THE FLAG:
ROLL CALL:
PRESENTATIONS:
1. Daly City-Quezon City, Sister City Renewal Ceremony and Key to the City Presentation
2. Proclamation - Parks and Recreation Month, Patrick Chin, Daly City Recreation Services
Agenda – City Council
Monday, July 10, 2023
APPROVAL OF MINUTES:
3. Regular Meeting of June 26, 2023
APPROVAL OF AGENDA:
PUBLIC APPEARANCES/ORAL COMMUNICATIONS:
NOTE: Speakers are limited to two minutes, unless modified by the Mayor. The Council cannot take action on any matter raised under this item.
CONSENT AGENDA
All items listed on the Consent Agenda are considered to be routine and may be approved by one roll call vote of the City Council. There shall be no separate discussion of the matters on the Consent Agenda unless requested by a member of the City Council. If discussion is required, that item will be removed from the Consent Agenda and will be considered separately at the end of the Agenda.
Resolutions:
4. Adopt Resolution for Classification Amendments Previously Approved During Budget Process
5. Authorize City Manager to Execute an Amendment to the Professional Services Agreement with WRECO for Project Management Services
END OF CONSENT AGENDA
PUBLIC HEARINGS:
6. Public Hearing - Notice of Lien and Special Assessment to Rental Property STAFF: Tim Nevin
RECOMMENDATION: Open/Close Hearing
Adopt Resolution by Roll Call Vote
COMMUNICATIONS:
7. Designation of Voting Delegate and Alternate for the League of California Cities Annual Conference and Expo
STAFF: Leilani Ramos
RECOMMENDATION: Adopt Resolution by Roll Call Vote
Agenda – City Council
Monday, July 10, 2023
8. Continued Public Hearing on New Restaurant and Drive Through – 79 Saint Francis Square Shopping Center – Use Permit UPR-1-22-15498 and Design Review DR-7-22-15775 STAFF: Sam Fielding
RECOMMENDATION: Adopt Resolution by Roll Call Vote
AWARD OF BIDS/CONTRACTS:
9. Appropriate Funds and Award Construction Contract for the 2020-21 Street Resurfacing Project
STAFF: Richard Chiu, Jr.
RECOMMENDATION: Adopt Resolution by Roll Call Vote
ORDINANCES:
10. Second Reading, Ordinance No. 1467, Amending Municipal Code Sections Re: Commercial Parking Permits
STAFF: Rose Zimmerman
RECOMMENDATION: Adopt Ordinance by Roll Call Vote
APPOINTMENTS: Board/Commission Membership Committee Appointments
REPORTS:
11. Council Committee
12. City Council
13. Staff
ADJOURNMENT:
Proclamation
Park and Recreation Month July 2023
WHEREAS,the U.S. House of Representatives has designated July as Parks and Recreation Month; and
WHEREAS, the City of Daly City recognizes Parks and Recreation is an integral part of all communities throughout this country; and
WHEREAS,Parks and Recreation promotes health and wellness, improving the physical and mental health of people who live near parks; and WHEREAS,Parks and Recreation promotes time spent in nature, which positively impacts mental health by increasing cognitive performance and well- being, and alleviating illnesses such as depression, attention deficit disorders, and Alzheimer’s; and
WHEREAS, Parks and Recreation is a leading provider of education, healthy meals, nutrition services, and encourages physical activities by providing space for popular sports, hiking trails, swimming pools and many other activities designed to promote active lifestyles; and
WHEREAS, Parks and Recreation’s programming and education activities, such as out- of-school time programming, youth sports and environmental education, are critical to childhood development; and
WHEREAS,Parks and Recreation increases a community’s economic prosperity through increased property values, expansion of the local tax base, increased tourism, the attraction and retention of businesses, and crime reduction; and
WHEREAS, our community parks and natural recreation areas ensure the ecological beauty of our community and provide a place for children and adults to connect with nature and recreate outdoors.
NOW THEREFORE, I, RAYMOND A. BUENAVENTURA Mayor, and
Members of the City Council of the City of Daly City, do hereby proclaim July 2023 as PARKS AND RECREATION MONTH, in the City of Daly City, and call upon all residents in the community to pay tribute to our Parks and Recreation professionals, and to recognize the substantial contributions they make to our community, health, safety, and quality of life.
Signed and sealed by the Mayor and City Council
of the City of Daly City, this 10nd day of July 2023.
______
Raymond A. Buenaventura, Mayor
Juslyn C. Manalo, Vice Mayor
Dr. Roderick Daus-Magbual, Councilmember
Pamela DiGiovanni, Councilmember
Glenn R. Sylvester, Councilmember
CITY OF DALY CITY
MINUTES – REGULAR MEETING – CITY COUNCIL
JUNE 26, 2023
--------------------------------
Note on Public Comments: For this meeting, members of the Council and the public had the option of attending in person or submitting public comments via email to the City Clerk’s Office prior to the public meeting. Persons with disabilities who require auxiliary aids or services in attending or participating in this meeting were instructed to call the office of the City Clerk at 991-8078 prior to the meeting.
Visit https://www.youtube.com/@DalyCityVideoMeetings/streams to view the City Council meetings
The meeting was called to order by Vice Mayor Manalo at 7:00 P.M.
ROLL CALL: Councilmembers Present:
Juslyn C. Manalo, Vice Mayor
Roderick Daus-Magbual
Glenn R. Sylvester
Councilmembers Absent:
Raymond A. Buenaventura, Mayor
Pamela DiGiovanni
Staff Present:
Thomas Piccolotti, City Manager
Rose L. Zimmerman, City Attorney
K. Annette Hipona, City Clerk
PRESENTATIONS:
"In Our Youth" - Poetry Reading
(Olivia Veroy, Daly City Youth Poet Laureate)
APPROVAL OF MINUTES:
Regular Meeting of June 12, 2023
It was moved by Councilmember Sylvester, seconded by Councilmember Daus-Magbual and carried to approve the minutes of June 12, 2023.
APPROVAL OF AGENDA:
It was moved by Councilmember Daus-Magbual, seconded by Councilmember Sylvester and carried to approve the agenda.
PUBLIC APPEARANCES/ORAL COMMUNICATIONS:
The following Daly City employees /AFSCME members asked the Council for their support in obtaining a fair contract for their union labor gr oup by having the City pay them fair wage s through certification pay and equity adjustments to keep up with COLA, and by having a work/life balance in the form of a 36-hour workweek. Speakers expressed concerns faced by AFSCME employees including: wages not keeping up with inflation or COLA; the lowest paid members making very low income (as determined by the County); long commutes to work affecting work/life balance; expensive and inflexible health care options, department budgets being kept at low levels, staff looking for jobs elsewhere due to the low pay; and the 4% raises for all groups as not being equitable for AFSCME members, some being the lowest-paid
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2 employees. Some speakers highlighted the role of AFSCME members in running the City including: being frontline workers and first responders to City emergencies; keeping roads and streetlights in great conditions; maintaining public safety vehicles; maintaining parks and playgrounds; providing safe spaces for the youth to learn and play; and employees having to do more work due to low-staffed departments.
Katherine Mills, Library Assistant II Carlo Celeiod, Gardener Jeff Templin Ryan Fernandez
Joshua Rees, Librarian Nick Crescenzi
Celina Tirona, Library Staff David Zetzer, Recreation Program Supervisor
CONSENT AGENDA:
It was moved by Vice Mayor Manalo, seconded by Councilmember Daus-Magbual and carried to approve the consent agenda with the exception of items #9 and #11, which were pulled for further discussion.
Resolutions:
Adopt Appropriations Limitation for Fiscal Year 2024
Resolution 23-103, Establishing City's Appropriations Limitation For Fiscal Year 2023-2024
Authorize the City Manager to Execute Amendment No. 8 to Service Agreement for the Daly City Bayshore Shuttle
Resolution 23-104, Authorizing Execution Of Amendment No.8 To Service Agreement For The Daly City Bayshore Shuttle
Accept and Appropriate $498 ,750 in Measure W Grant Funds from the Pedestrian and Bicycle Program Cycle 6 for the Lake Merced Boulevard Lane Reconfiguration and Bicycle Lane Protection Project
Resolution 23-105, Accepting And Appropriating Measure W Grant Funds From The Pedestrian And Bicycle Program Cycle 6, Authorizing Execution Of Funding Agreement And Appropriating Unallocated Measure A Funds For The Lake Merced Boulevard Lane Reconfiguration And Bicycle Lane Protection Project
Accept and Appropriate $65,000 in Measure W Grant Funds from the Pedestrian and Bicycle Program Cycle 6 for the Daly City Vision Zero Design Standards Project
Resolution 23-106, Accepting And Appropriating Measure W Grant Funds From The Pedestrian And Bi cycle Program Cycle 6, Authorizing Execution Of Funding Agreement And Appropriating Unallocated Measure A Funds For The Vision Zero Design Standards Project
CITY OF DALY CITY
MINUTES – REGULAR MEETING – CITY COUNCIL
JUNE 26, 2023
3 Set Time and Place for a Public Hearing to Consider Zone Change ZC-03-23-016151 at 1618 Sullivan Avenue (APN 006-352-120) (Hearing: 7/24/2023)
Resolution 23-107, Setting Time And Place Of Public Hearing For Zone Change ZC-03-23-016151 At 1618 Sullivan Avenue (APN 006-352-120)
Re-Appointment and Appointment of Daly City Bicycle-Pedestrian Advisory Committee Members
Resolution 23-108, Appointing Daly City Bicycle-Pedestrian Advisory Committee Members
Accept and Appropriate Measure K Grant Funds to the Automated External Defibrillators (AED) Program, and Authorize City Manager to Execute Grant Agreement
The Council acknowledged and thanked Supervisor David Canepa for helping the City to obtain funding for the AED program through Measure K Funds. Assistant to the City Manager Leilani Ramos addressed questions on the maintenance for the AED devices.
It was moved by Vice Mayor Manalo, seconded by Councilmember Sylvester and carried by voice vote to adopt the following resolution:
Resolution 23-109, Accepting And Appropriating Measure K Grant Funds And Authorizing City Manager To Execute A Grant Agreement For The Automated External Defibrillators Program
Authorize City Manager to Execute a License Agreement with Hilldale School for Temporary Placement of Students During School Site Improvements
Resolution 23- 110, Approving Execution Of License Agreement With Hilldale School For Temporary Placement Of Students At The Teglia Community Center During School Site Improvements
Approve Partnership with Vibes & Smile and Yelp Peninsula for a Back-to-School Community Event and Authorize the City Manager to Execute a One-Day Temporary License for Use of Gellert Park Parking Lot
Assistant to the City Manager Ramos provided the staff report on the Gellert Park event. Amanda, Vibes & Smiles Founder, relayed the non- profit organization’s mission including holding events to help the underprivileged areas in every City. Amanda provided information on the upcoming event, which will feature local vendors and a partnership with Daly City Library, Fire , and Police Departments. Amanda addressed questions on event details.
It was moved by Vice Mayor Manalo, seconded by Councilmember Daus-Magbual and carried by voice vote to adopt the following resolution:
Resolution 23-111, Approving Partnership With Vibes & Smiles And Yelp Peninsula For A Back- To-School Community Event And Authorizing Execution Of A One -Day Temporary License Agreement For Use Of Gellert Park Parking Lot
Check Registers
Check Registers for the Month of May 2023
CITY OF DALY CITY
MINUTES – REGULAR MEETING – CITY COUNCIL
JUNE 26, 2023
4 END OF CONSENT AGENDA
PUBLIC HEARINGS:
Commercial Preferential Permit Parking
Assistant to the City Manager Ramos presented a background of the Commercial Vehicle Parking Pilot Program (CVP), an overview of program updates, the three zones within the City affected by CVP, an overview of the violation bail schedule, and reviewed staff recommendations. Ramos addressed questions on the following issues - penalties for commercial vehicles parked outside permitted zones, requirements to be classified as a commercial vehicle, the signage to identify a CVP zone, which vehicle code(s) will be used and/or updated for the CVP, how fraudulent permits will be handled, and how parking permits will be displayed on the vehicle.
It was moved by Councilmember Sylvester, seconded by Councilmember Daus-Magbual and carried to open the public hearing. There were no public comments received.
It was moved by Councilmember Sylvester, seconded by Councilmember Daus-Magbual and carried to close the public hearing.
It was moved by Councilmember Sylvester, seconded by Councilmember Daus-Magbual and carried for the City Attorney to read the ordinance by title only.
Ordinance 1467, Amending Chapters 10.32.150 and 10.32.155 of Title 10 of the Daly City Municipal Code Re: Oversized Vehicles and Commercial Parking Permits
Vice Mayor Manalo introduced the ordinance.
It was moved by Councilmember Daus-Magbual, seconded by Councilmember Sylvester and carried by unanimous roll call vote to adopt the following resolution:
Resolution 23-112, Approving A Two-Hour Parking Zone In All Commercial Vehicle Parking Zones And Amending The Parking Violation Bail Schedule
COMMUNICATIONS:
Water Rate Adjustments (Continued from the meeting of June 12, 2023)
Director of Water and Wastewater Resources Joshua Cosgrove provided a summary of the public hearing regarding this matter, including Council deliberation, which took place at the June 12 th meeting.
Cosgrove provided information on the assistance programs that are available for members of the public; these programs included: the California Water & Wastewater Arrearage Program, the Low Income Household Water Assistance Program (LIHWAP), Daly City Partnership resources, and San Mateo County financial assistance programs. The Daly City Water Rates Assistance Program will provide low- income customers who qualify with bill relief via a credit on their water bill that equals the rate increase; Cosgrove worked with the City Manager and Finance on this draft program, which includes eligibility requirements and application process. Cosgrove reported on Water & Wastewater Resources staff meeting with organization Faith in Action on June 24th for an open discussion in English, Spanish, and
CITY OF DALY CITY
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5 Tagalog. Cosgrove provided an updated chart of average bill comparisons, reasons for differences in rates, and reviewed capital requirements and the cost of water.
Speakers from organization Faith In Action (FIA) expressed support for the water bill assistance program proposed by Director Cosgrove. Some urged for a continuous assistance program instead of a one-time assistance for those who are most in need. Individuals expressed the following concerns with the water rate increase: people who live on a fixed income such as retired seniors or people on disability being the most adversely impacted; the annual 4% water rate increase for the next five years not being manageable; renters not being able to apply for the assistance programs; the long wait times for assistance eligibility for some programs; and rent increases as a result of the water rate increases.
Wendy Cruz, FIA leader Christopher Perlera, FIA leader Bernadette McDonald, FIA leader David Barrett, FIA
Leonardo Monteza, FIA Adilaida Mamamsala, FIA leader Napoleon Pempena, FIA
The Council deliberated on the matter, thanked Faith In Action and the community for their feedback, noted the importance of capital improvements in maintaining the City’s water, thanked staff for their civic engagement and the work in finding different resources for the public, and questioned whether the City has done enough outreach to the community regarding the rate increases.
Staff addressed questions on whether the assistance program is available to tenants, whether applications will be available in other languages, why the open discussion meeting took place at Franciscan Park, whether outreach was done to other homeowners associations, current issues with Franciscan Park’s water tank, which fund are water rate payments deposited into, which fund(s) may be allotted for capital improvements, funding for the proposed pilot program, and the period of time before water service is shut off for a customer who is behind on payments.
It was moved by Councilmember Daus-Magbual, seconded by Vice Mayor Manalo and carried by unanimous roll call vote to adopt the following resolution:
Resolution 23-113, Making Findings And Determinations Relating To Adjustments In Water Rates And Establishing Water Rate Adjustments For Fiscal Years 2023/24, 2024/25, 2025/26, 2026/27 And 2027/28
Airspace Subdivision for Medical Offices at 341 Gellert Boulevard – Parcel Map PM-03-23-016140
Planning Manager Michael Van Lonkhuysen recommended continuance of the item to the July 24 th meeting for additional time to work with the applicant on the conditions of approval.
It was moved by Vice Mayor Manalo, seconded by Councilmember Daus-Magbual and carried by voice vote to continue the item to the regular meeting of July 24, 2023.
Temporary Classrooms at Hilldale School (25 Florence Street) – Use Permit UPR-4-23-016182
Planning Manager Van Lonkhuysen requested to table the item since the related agreement was approved on the consent agenda.
CITY OF DALY CITY
MINUTES – REGULAR MEETING – CITY COUNCIL
JUNE 26, 2023
6 It was moved by Councilmember Sylvester, seconded by Councilmember Daus-Magbual and carried to table the item by voice vote.
Sign Program – 79 Saint Francis Square Shopping Center – Use Permit UPR-03-23-016129
Associate Planner Sam Fielding presented the project proposal for a master sign program at St.
Francis Square Shopping Center; new signage would include tenant wall signs, directional signage, a pylon sign, a monument sign, and a mural. Planning staff addressed questions on the location of the 22-ft. pylon sign, lumens criteria for the signs, hours of operation for signage, and whether the size of the mural can be expanded. The Council discussed and made recommendations to have conditions of approval for the illumination of the lights and the expansion of the mural on site.
It was moved by Vice Mayor Manalo, seconded by Councilmember Daus-Magbual and carried by unanimous roll call vote to adopt the following resolution, with the aforementioned conditions.
Resolution 23-114, Adopting Findings Of Fact And Imposing Conditions Of Approval On Use Permit UPR-03-23-016129 For 79 Saint Francis Square Shopping Center Sign Program
New Restaurant and Drive Through – 79 Saint Francis Square Shopping Center Use Permit UPR- 1-22-15498 and Design Review DR-7-22-15775
Associate Planner Fielding provided the project proposal to build a 2,480 square ft. restaurant, Chow King, and drive through, to be located on the northwest corner of the shopping center. Fielding reviewed the public comments received on the project, staff response, and the parking and traffic analysis.
The applicant and staff addressed questions on - where cars would enter and exit for the drive-through, whether other Chow King locations have a drive through, the ingress location, the queueing space for vehicles, how queueing for the drive through will affect traffic, whether the traffic study addressed neighbor concerns, and whether traffic queueing extends to the public right of way.
It was moved by Vice Mayor Manalo and seconded by Councilmember Daus-Magbual to adopt the resolution. The motion failed by the following roll call vote:
Ayes: Daus-Magbual, Manalo
Noes: Sylvester
Vice Mayor Manalo amended the motion to continue the item to the regular meeting of July 10, 2023. The motion was seconded by Councilmember Daus-Magbual and carried by the following roll call vote:
Ayes: Daus-Magbual, Manalo
Noes: Sylvester
AWARD OF BIDS/CONTRACTS:
Award of Construction Contract for the Southgate Avenue and School Street Safety Improvements Project
Engineer Erick Reyes recommended to accept all bids and award a construction contract to
CITY OF DALY CITY
MINUTES – REGULAR MEETING – CITY COUNCIL
JUNE 26, 2023
7 Golden Bay Construction in the amount of $465,269.50; the purpose of the project is to increase pedestrian visibility along corridors identified to be on the City’s high injury network. Staff addressed questions on how high injury network areas are determined, the purpose of the project, where the improvements would take place on Southgate Avenue, and potential opportunities for a speed study in the area.
It was moved by Vice Mayor Manalo, seconded by Councilmember Daus-Magbual and carried by unanimous roll call vote to adopt the following resolution:
Resolution 23-115, Authorizing Execution Of Construction Contract For The Southgate Avenue And School Street Safety Improvements Project
REPORTS:
Council Committee
Peninsula Clean Energy (Daus-Magbual)
Mosquito & Vector Control District (Sylvester)
Emergency Services Council (Sylvester)
City Council
Councilmember Sylvester requested a statement requesting the use of union labor be included in the City’s Housing Element plan and to be brought back to the Council for a vote. Councilmember Sylvester requested an update on the litigation on King Plaza and Classic Bowl, as well as an update on the parking issue in the area around Marchbank Park.
Vice Mayor Manalo attended the Cal Cities Governance Transparency & Labor Relations Policy Committee meeting as a representative; they provided information on redistricting litigation and the construction of affordable housing across California. Vice Mayor Manalo attended the Philippine Flag raising at City Hall for the Philippines 125th Independence Day and thanked staff for coordinating the event; in attendance were representatives from the Offices of Senator Wiener, Assemblymember Ting, Congressman Mullen, the Philippine Consulate delegation, Neil Ferrer, Tita Perla Ibarrientos and the PBRC, and community members. Vice Mayor Manalo, along with Councilmember Daus-Magbual, attended the retirement party of Bernie Vidales to honor his tenure at the Jefferson Elementary School District. Vice Mayor Manalo joined Mayor Nicolas of South San Francisco and Mayor del Rosario of Colma and various Filipino organizations at the Philippine Consulate for their 125th anniversary. Vice Mayor Manalo joined the ALLICE event to promote older adult and senior programming, to promote community resources, and to honor community members; Tita Perla Ibarrientos and Tita Cynthia Bonta were recipients. Vice Mayor Manalo acknowledged the recent Juneteenth holiday and supported all City employees to have this time off. Vice Mayor Manalo celebrated the June Pride Celebration parade in San Francisco with Supervisor Canepa, the San Francisco Pride Initiative, and her children. Vice Mayor Manalo thanked Supervisor Canepa for funding for the emergency defibrillators and thanked City Manager Piccolotti for the update on all staff being trained in this regard. Vice Mayor Manalo thanked Director Mothershead and City Manager Piccolotti for ensuring the Housing Element draft would include the language to promote the hiring of labor organizations, noting the provision did not need to come to the Council.
CITY OF DALY CITY
MINUTES – REGULAR MEETING – CITY COUNCIL
JUNE 26, 2023
8 ADJOURNMENT:
Vice Mayor Manalo adjourned the meeting at 10:26 PM in memory of Olga Maria Gonzalez Ramirez, Maria Carmen Vernengo, and Kitt Crenshaw.
Approved as submitted, this 10th
City Clerk
day of July , 2023.
Raymond A. Buenaventura
Mayor
City Council Meeting Agenda ReportItem # _____
props
Meeting Date: July 10, 2023
Subject: Adopt Resolution for Classification Amendments Previously Approved During Budget Process
Recommended Action
Staff recommends that the City Council adopt a resolution to memorialize approved classification amendments for specific AFSCME, Teamsters (Clerical/Technical), Miscellaneous/Unrepresented and Executive Management classifications as previously discussed during the Budget Study Session on March 25, 2023, and as previously approved in the budget process.
Background/Discussion
On June 12, 2023, the City Council passed Resolution 23-101 adopting the comprehensive Operating and Capital Budgets for Fiscal Year (FY) 2024.
As previously discussed at the Budget Study Session on March 25, 2023, and as previously adopted on June 12, 2023, as part of the Budget recommendations, staff recommended amending the following budgeted positions:
•(Miscellaneous/Unrepresented) Senior Management Analyst (City Manager) with Executive Administrative Assistant
•(Teamsters Clerical/Technical) Cashier (Finance) with Account Clerk II •(Miscellaneous/Unrepresented) Management Analyst (Finance) with Senior Management Analyst
•(Miscellaneous/Unrepresented) Human Resources Analyst (Human Resources) with Assistant to the Director of Human Resources and assign to Range U113 of the Miscellaneous Unrepresented salary schedule
•(Miscellaneous/Unrepresented) Financial Services Manager (Finance) with Revenue Services Manager and maintain at Range U086 of the Miscellaneous/Unrepresented salary schedule
•(Executive Management) Deputy Director of Finance and Administrative Services (Finance) to Assistant Director of Finance and Administrative Services •(Miscellaneous/Unrepresented) Public Works Maintenance Supervisor (Public Works) to Maintenance Supervisor
•The Maintenance Supervisor classification will continue to be eligible for educational/ certification pay consistent with the Lead Public Works Maintenance Workers they supervise. For example, the Maintenance Supervisor assigned to Parks will be eligible for certifications the Lead Public Works Maintenance workers assigned to Parks are eligible for (i.e., Certified Arborist, Irrigation Specialist, Qualified Applicator Certificate (QAC) and Sheriff Work Program)
City Council Agenda Report
Subject: Adopt Resolution for Classification Amendments Previously Approved During Budget Process
Meeting Date: July 10, 2023
•(AFSCME) Street Maintenance Worker I/II (Public Works) with Street Sweeper Operator
•(AFSCME) Lead Public Works Maintenance Worker (Public Works) with Groundskeeper/Gardener I/II
Staff also recommended reassigning the ranges for the following positions:
•(Executive Management) Deputy Director of Finance and Administrative Services from Range M311 to Range M328
•(Executive Management) Assistant Director of Finance and Administrative Services from Range M344 to Range M420
•(Miscellaneous/Unrepresented) Collection System Manager from Range U065 to Range U085
•(Miscellaneous/Unrepresented) Distribution System Manager from Range U065 to Range U085
•(Miscellaneous/Unrepresented) Police Property Room Manager from Range U046 to Range U066
Due to the impacts of the COVID-19 pandemic, staff has needed to take on numerous new tasks and has had to evolve with the changing work environment. As a result of positions changing over the last few years and the need for continued succession planning, the amendments of budgeted positions and range adjustments accurately represent appropriate job duties and salaries. These amendments will go into effect the first full pay period of July 2023 and will not result in a change in Full Time Employees. In order to comply with CalPERS auditing purposes, a resolution memorializing the previously approved classification changes as presented during the budget process is required.
Fiscal Impact
There is no fiscal impact to the proposed budget changes and range adjustments, as these were part of the adopted budget on June 12, 2023. This resolution request is for CalPERS auditing purposes only.
Summary/Conclusion
Staff recommends that the City Council adopt a resolution to memorialize approved classification amendments for specific AFSCME, Teamsters (Clerical Technical), Miscellaneous/Unrepresented and Executive Management classifications as previously discussed during the Budget Study Session on March 25, 2023, and as previously approved in the budget process.
Staff is available to provide any additional information desired by the Mayor or Councilmembers.
Respectfully submitted,
City Council Agenda Report
Subject: Adopt Resolution for Classification Amendments Previously Approved During Budget Process
Meeting Date: July 10, 2023
Thomas J. Piccolotti Timothy J. Nevin Natalie Sakkal
City Manager Director of Finance & Administrative Services Director of Human Resources
City Council Agenda ReportItem # _____
Meeting Date: July 10, 2023
Subject: Amendment to the Professional Services Agreement with WRECO for Project Management Services
Recommended Action
Staff recommends the City Council approve and authorize the City Manager to execute Amendment No. 5 to the professional services agreement with WRECO of Oakland, California, to provide project management services in the amount of $221,738.40, for a total contract amount of $713,634.78.
Background
On September 17, 2021, an agreement was executed with WRECO to provide staff augmentation for permit technician services in an amount not to exceed $39,835.13. The permit technician provided work to review and process permit applications for building, utility, sewer, water, and encroachment permits while recruitment for the Engineering Technician position was underway.
Four agreement amendments have been executed to extend the duration and to provide additional project manager services with an additional person, increasing the current contract amount to $491,896.38. The project manager performed contract administration, public bidding and consultant procurement, design support and preparation of bidding documents, and construction management on the Capital Improvement Program projects.
Discussion
The Public Works Engineering Division continues to have vacancies in its Senior Civil Engineer and administrative positions. The recruitment process is underway.
The proposed $221,738.40 Amendment No. 5 includes budget for a part-time project manager for approximately 12 additional months. The project manager will perform contract administration, public bidding and consultant procurement, design support and preparation of bidding documents, and construction management on CIP projects, as well as general office support. If approved, the existing contract of $491,896.38 would increase by $221,738.40 to a total contract amount of $713,634.78.
Fiscal Impact
The total estimated cost for Amendment No. 5 with WRECO provides for a total not-to-exceed amount of $221,738.40. Adequate funding for the consultant services is available for the project manager position by utilizing $61,775.40 of salary savings from the vacant Administrative Assistant II position and $159,963.00 within the respective CIP projects. Therefore, no additional funds are required.
Amendment to the Professional Services Agreement
with WRECO for Project Management Services
Meeting Date: July 10, 2023
Summary/Conclusion
Staff recommends the City Council approve and authorize the City Manager to execute Amendment No. 5 to the professional services agreement with WRECO of Oakland, California, to provide project management services in the amount of $221,738.40, for a total contract amount of $713,634.78.
Staff is available to provide any additional information desired by the Mayor or Councilmembers.
Respectfully submitted,
Shirley Chan Richard Chiu Jr.
Acting City Engineer Director of Public Works
Attachment:
1. WRECO Agreement Amendment #5.
hdrinc.com
505 14th St. , Suite 1100 , Oakland , CA 94612 -1406
(510) 285-1150
May 19, 2023
Mr. Kevin Fehr, PE
City Engineer
City of Daly City
333 90th Street
Daly City, CA 9401
Subject: Request for Staff Augmentation for Permit Technician Services – Amendment #5
Dear Kevin,
It is our pleasure to submit our proposal for an extension, Amendment #5, to the Staff Augmentation for Permit Technician Services Project (Project) for the City of Daly City (City).
For this purpose, we will again be proposing Mr. Oti s Chan, PE (No. 44669) who has more than 35 years o f public agencies experience and has been the primary staff providing augmentation services for this con tract.
His new role will be to manage CIP projects for the City.
We understand the standards and requirements of the City and will work as an extension of the City’s s taff, requiring minimal guidance. Otis’ role will be on a time-and-materials basis.
If you have any questions, please contact our proposed Project Manager:
Mr. Andrew Sekioka, PE (No. 61122)
(510) 285-1123 |
andrew [email protected]
Sincerely,
WRECO
Dr. Han-Bin Liang, PE (No. 48404), QSD/P
Vice President | (925) 465-2789 | [email protected]
Enclosures:
• Fee Proposal
City of Daly City
Staff Augmentation for Permit Technician Services – Amendment #5 Hour and Fee Estimate for HDR|WRECO Tasks
Prepared by HDR|WRECO
TOTALS BY TASK
Escalation
Project Billing Rate 236.9 0.0%
Basic Tasks
1 Staff Augmentation 936 936 221,738.40 $ - $ 221,738.40 $ Subtotal Labor 936 936 221,738.40 $ - $ 221,738.40 $ Total Project Cost
Total
221,738.40 $
Labor
May 19, 2023
TASK
DESCRIPTION
Senior Civil
Engineer Hours Labor Cost
City Council Meeting Agenda ReportItem # _____
Meeting Date: July 10, 2023
Subject: Public Hearing - Notice of Lien and Special Assessment to Rental Property Recommended Action
It is recommended that the City Council approve the Notice of Lien and Special Assessment to Rental Property for properties included in the Attachment with the County of San Mateo for all unpaid Business License Rental Property taxes and penalties.
Background
On June 25, 2012, the City Council entered into an agreement with the County of San Mateo to impose lien assessments on real property for unpaid Business Licenses for rental properties. This agreement was approved by Resolution No: 12-99. Daly City Municipal Code, Chapter 5.16.050 requires that all commercial and residential rental property pay a license tax based on the gross rental income collected.
Discussion
Notices were sent on June 13, 2023 to the rental property owners in an effort to bring them into compliance. The past due taxes were due on October 3rd, 2022 based on the actual gross rental income reported on their 2021 Federal income tax return.
Proper notice of the Public Hearing was published by the City Clerk. Notices of Intent to Lien Rental Property were mailed to past due and unresponsive property owners included in the Attachment.
This Notice provided the property owners the opportunity to clear the possible lien and validate the information provided by the County of San Mateo. All unpaid taxes will be assessed on the upcoming Fiscal Year 2023/2024 property tax bill if they have not been paid to the City of Daly City by July 14, 2023.
Fiscal Impact
In the current Fiscal Year 2022/2023, projected revenue collection of unpaid Business License Rental Property tax from the County of San Mateo is over $100,000. Collection for Fiscal Year 2022/2023 is determined based on rental property payment history and current market rental value.
Summary/Conclusion
Staff recommends the City Council approve the Notice of Lien and Special Assessment to Real Property for properties listed in the Attachment.
Staff is available to provide any additional information desired by the Mayor or Councilmembers.
Respectfully submitted,
Tim Nevin
Director of Finance and
Administrative Services
Attachment: Notice of Lien and Special Assessment to Rental Property
Rental Property Address Fiscal Year License No. Company Name 1 17 PEORIA 2022 301379 A L MILANO FAMILY TRUST S. M. ALLEN (TRUSTEE) 2 67 CAMELOT 2022 LIC-8-11-2965 ABC LIM INVESTMENTS LLC 3 996 GELLERT 2022 LIC-8-11-2965 ABC LIM INVESTMENTS LLC 4 28 HEATH 2022 LIC-8-11-2965 ABC LIM INVESTMENTS LLC
5 42 GARIBALDI 2022 LIC-1-13-11740 ADELANTAR, MERLITA
6 6654 MISSION 2022 302640 ALVITES, WILBER W.
7 75 WERNER 2022 301943 ANDERSON, JOHN D.
8 698 CLARINADA 2022 302629 APELIN, FLORENTINO & HYDIE LM 9 16 LYCETT 2022 LIC-1-14-17532 BABIERA, GLORIA
10 377 MANDARIN 2022 RP-02-20-32730 BAQUIRAN, MARIA AILEEN 11 6151 MISSION 2022 RP-02-20-32730 BAQUIRAN, MARIA AILEEN 12 75 OAKRIDGE 2022 LIC-11-13-17084 BAUS, WILLIAM & JOAN 13 142 CERRO 2022 301884 BELEN, GERONIMA
14 4137 CALLAN 2022 LIC-1-13-11752 BELENSON, ARSENIO & ELMA 15 118 ALTA VISTA 2022 302905 BLAKE, JOHN EDWARD
16 828 N MAYFAIR 2022 LIC-1-14-17541 BRADISH, CATHY
17 96 EVERGREEN 2022 302044 BRAND, JOSEPH H. & HILDA L. 18 689 TEMPLETON 2022 302751 BROOKS, LEOLA A.
19 661 VILLA 2022 LIC-1-13-11760 CACERES, PEDRO & IVETTE 20 590 LISBON 2022 LIC-8-10-1809 CADY, CONRAD
21 627 TEMPLETON 2022 302849 CAMPOS, EDGARDO
22 25 DORCHESTER 2022 LIC-4-14-18190 CARL D. HILSZ & VICKI R. HILSZ FAMILY TRUST 23 747 S MAYFAIR 2022 LIC-4-14-18189 CARL G. HILSZ FAMILY TRUST 24 365 LAKESHIRE 2022 RP-10-19-32313 CELEMIN, ANGELITA D. 25 69 SKYLINE 2022 RP-10-21-34176 CERVANTES, VICTOR J. 26 23 FAIRMONT 2022 301440 CHAN, DAVIN
27 165 MIRIAM 2022 LIC-7-15-27740 CHAN, JEANNIE KWOK CHAI 28 683 ORANGE 2022 LIC-7-15-27740 CHAN, JEANNIE KWOK CHAI 29 161 PEORIA 2022 LIC-7-15-27740 CHAN, JEANNIE KWOK CHAI 30 266 WESTRIDGE 2022 RP-04-19-31897 CHAN, PETER
31 25 PALISADES 2022 LIC-4-14-18247 CHANG, GUADALUPE
32 169 ST FRANCIS 2022 LIC-5-14-18777 CHANG, WIN
33 35 AVALON 2022 RP-10-21-34089 CHEUNG, ANGELA
34 180 WESTMOOR 2022 301899 CLIFFORD, HELEN
35 1064 SKYLINE 2022 301711 CUMAGUN, JOSE & LEONARDA
36 3343 SAN JOSE 2022 LIC-1-14-17584 DAI, SHUJUAN
37 89 FAIRLAWN 2022 302228 DANIEL J. MORIARTY & ELAINE M. TRS 38 57 LAKE VISTA 2022 302228 DANIEL J. MORIARTY & ELAINE M. TRS 39 23 2ND 2022 302483 DANIELS, JOHN H. & UVONNA M. DANIELS 40 34 LAKEWOOD 2022 LIC-1-14-17594 DAVIS, BERNA
41 268 HILLSIDE 2022 RP-06-20-33233 DAZA, NESTOR
42 357 SAN DIEGO 2022 302658 DE ROSAS, NEMESIO
43 659 LISBON 2022 302949 DEERING, ERNESTINA
44 306 MICHELLE 2022 LIC-1-14-17595 DEFARIA CEIDE ALMEIDA 45 454 FLORENCE 2022 LIC-11-12-11414 DEL ROSARIO, EMMA 46 4264 CALLAN 2022 LIC-1-14-17596 DELA CRUZ, LEANDRO
47 1549 ANNIE 2022 LIC-1-14-17498 DELUCCHI, BARBARA
48 7123 MISSION 2022 300760 DERMEG, VICTORIA
49 306 VISTA GRANDE 2022 302957 DOHERTY, GEORGE
50 4023 CALLAN 2022 LIC-1-13-11787 ELISHEN, GLORIA
51 11 WESTFIELD 2022 301795 ESTUPINIAN, JOY
52 6 FAIRVIEW 2022 RP-06-20-33179 FAN, LI DONG
53 187 OAKRIDGE 2022 RP-04-17-30003 FENG, BINGNAN
54 44 WERNER 2022 301550 FLORES, ABILIO & ROSA M.
55 368 GLENWOOD 2022 301722 FONG, JAMES C
56 790 HANOVER 2022 LIC-10-12-11267 FONG, JASON
57 300 CITRUS 2022 LIC-1-13-11790 FRANKLIN, RITA
58 57 FRANKFORT 2022 LIC-1-13-11790 FRANKLIN, RITA
59 202 MELISSA 2022 RP-10-19-32390 FRIENDS OF REAL ESTATE INVESTMENT, LLC 60 737 GELLERT 2022 LIC-1-14-17633 FUNG, DICKSON
61 2350 JUNIPERO SERRA 2022 301062 GLIMIDAKIS, VASILIOS 62 2368 JUNIPERO SERRA 2022 301062 GLIMIDAKIS, VASILIOS 63 144 E VISTA 2022 301062 GLIMIDAKIS, VASILIOS
64 550 WASHINGTON 2022 301062 GLIMIDAKIS, VASILIOS
65 668 ABBOT 2022 302223 GOMEZ, FELIX & ELOISA
66 6815 MISSION 2022 LIC-1-14-17643 GONZALES, CHARLES
67 357 BARBARA 2022 LIC-7-13-15910 GONZALES, IMMIE
68 373 PEORIA 2022 301070 GONZALEZ, HECTOR A. & RENY V. 69 27 SANTA ELENA 2022 RP-10-19-32341 HALADY, PRATISH
70 574 VISTA GRANDE 2022 LIC-4-13-12728 HALIMMAN, ROMI 71 68 WOODROW 2022 LIC-4-13-12728 HALIMMAN, ROMI
72 1095 S MAYFAIR 2022 LIC-1-14-17649 HARDSTONE, PAUL & ANTOINETTE 73 611 S MAYFAIR 2022 302553 HAYASHI, WILLIAM L. & MOONJA 74 372 ARDENDALE 2022 LIC-1-14-17657 HAYNES, STEVEN ALLEN 75 96 ROCKFORD 2022 RP-04-19-31917 HBA INVESTMENT LLC
76 29 PINEHAVEN 2022 302513 HOGAN FAMILY TRUST
77 332 BARBARA 2022 LIC-2-13-12218 HOLLAND, JANET L
78 234 CANYON 2022 LIC-6-13-13126 JACKSON, CLARENCE E JR 79 562 CROCKER 2022 RP-03-17-29922 JAMIESON, LAURA L
80 789 HILLSIDE 2022 LIC-1-14-17670 JAVIER GEORGE
Attachment - Notice of Lien and Special Assessment to Rental Property
Rental Property Address Fiscal Year License No. Company Name Attachment - Notice of Lien and Special Assessment to Rental Property 81 212 THIERS 2022 LIC-1-14-17669 JAVIER-CACERES, PENELOPE 82 631 HICKEY 2022 LIC-1-14-17430 JHINNU, ASGAR
83 15 WESTMONT 2022 302314 JUAN, MAGDALENA & MANUEL
84 6155 MISSION 2022 300130 KIMPO, DICK & NATIVIDAD
85 6135 MISSION 2022 300130 KIMPO, DICK & NATIVIDAD
86 674 ABBOT 2022 LIC-1-13-11818 KOFF, CHRISTOPHER D
87 269 CANTERBURY 2022 LIC-1-14-17675 KUBOVCIK, GERALD 88 284 SAN FERNANDO 2022 RP-04-17-29926 LAM, SAM MAN
89 88 AVALON 2022 RP-07-20-33258 LEE, ANTHONY (AVALON ST.) 90 43 MARGATE 2022 RP-06-18-31058 LEE, ANTHONY (MARGATE AVE) 91 1125 HANOVER 2022 LIC-1-14-17683 LEE, BENJAMIN
92 580 LISBON 2022 301107 LEE, HOLDEN CHEW G. & DONNA S. 93 763 GELLERT 2022 LIC-11-11-6426 LEE, WESLEY
94 70 WESTPARK 2022 LIC-11-11-6426 LEE, WESLEY
95 2950 GENEVA 2022 302909 LEUNG, STEVEN
96 148 TALLWOOD 2022 301880 LEUS, AGAPITO & BRENDA
97 175 CAMELIA 2022 LIC-1-13-11838 LI, FENG YU
98 24 FAIRMONT 2022 RP-11-18-31543 LIANG, WU ZU
99 70 CARMEL 2022 RP-01-17-29713 LIAO, JIEMING
100 192 MONTE VISTA 2022 LIC-1-13-12015 LIE, JOHN T
101 860 N MAYFAIR 2022 LIC-3-13-12393 LIM, PWE B & CHAO, MAY THAN 102 869 NIANTIC 2022 LIC-2-14-17723 LIPPMAN, THOMAS N. 103 1351 S MAYFAIR 2022 LIC-2-14-17725 LIU JENNY LIU
104 66 BEPLER 2022 RP-04-20-33029 LIU, YUEYING
105 582 ABBOT 2023 RP-11-19-32454 LIU, ZICHAO
106 72 2ND 2022 RP-05-20-33145 LOGARTA, ESTELA
107 6711 MISSION 2022 RP-03-18-30810 LOPEZ, EDGAR O. CRUZ & CALDERON, NATALIA G. 108 241 ALTA VISTA 2022 LIC-2-14-17729 LOPEZ, IVAN/XAVIER/DIANA 109 31-33 S PARKVIEW 2022 LIC-1-13-11844 LOZANO, CHARLEMAINE 110 381 PEORIA 2022 RP-01-16-28821 LU, DI FEI & KUANG, MEI QI 111 661 SYLVAN 2022 RP-06-20-33159 LU, ENLING
112 97 LONGVIEW 2022 RP-04-17-29941 LU, YU ZHEN
113 449 E MARKET 2022 302657 LUCERO LLC
114 277 BELLEVUE 2022 302188 MA, LOGMAN SHING YEUNG
115 28 FRANKFORT 2022 302194 MACABABBAD, GLORINA R.
116 59 FAIRVIEW 2022 LIC-1-13-11845 MACABENTA, JESUS
117 6771 MISSION 2022 302687 MAGPANTAY, ROSENDO Q. & NATIVIDAD P. 118 67 MONTROSE 2022 302687 MAGPANTAY, ROSENDO Q. & NATIVIDAD P. 119 131 SCHOOL 2022 301047 MATEO APARTMENTS
120 139 SCHOOL 2022 301047 MATEO APARTMENTS
121 31 ROCKRIDGE 2022 RP-04-16-29016 MEDINA, JOSHUA & JONAH 122 201 MORTON 2022 RP-12-21-34289 MENDAROS, LESTER JESS 123 4211 CALLAN 2022 LIC-2-14-17745 MERRITT, ROSALIND
124 85 LAUSANNE 2022 302685 MESA, NICOLAS A. JR & EVANGELINE L. 125 667 VILLA 2022 302858 MILLER, SAMUEL
126 673 LISBON 2022 LIC-1-13-11849 MIRANDA, RONALDO & ALODIA 127 457 ABBOT 2022 301190 MOLINARI, ROY J
128 872 N MAYFAIR 2022 301504 MONAGHAN, JOHN
129 1491 SOUTHGATE 2022 LIC-3-14-18160 MULLER, STEVE
130 370 IMPERIAL 2022 RP-04-20-32956 MUSLEH, MICHAEL
131 277 POLARIS 2022 LIC-2-14-17760 NAVARRO, CARL T
132 414 91ST 2022 RP-06-18-31010 NAY, LIN
133 57 ALEXANDER 2022 RP-06-18-31010 NAY, LIN
134 308 CERRO 2022 LIC-2-14-17779 NG, CHING YUN
135 87 SHAKESPEARE 2022 301521 NICHOLS, LEO
136 116 TALLWOOD 2022 302951 NOCHE, MARIO M
137 59 EASTGATE 2022 301601 NOVALES, PAUL
138 15 EASTGATE 2022 301601 NOVALES, PAUL
139 370 IMPERIAL 2022 RP-06-20-33223 OBENCHAIN, CYNTHIA 140 142 MORTON 2022 LIC-2-14-17793 ONG, KENNETH & EDNA M 141 1087 87TH 2022 LIC-9-13-16771 OO, SAN
142 1002 S MAYFAIR 2022 LIC-9-13-16771 OO, SAN
143 67 PALMDALE 2022 LIC-9-13-16771 OO, SAN
144 44 RIDGEFIELD 2022 LIC-9-13-16771 OO, SAN
145 1 BOLERO 2022 LIC-2-14-17796 OROPEZA, JOSE JESUS & MAYRA F 146 2 SAN JUAN 2023 302543 ORTIZ, IBARRA M. & SHEILA D. 147 132 TALLWOOD 2022 LIC-2-14-17801 PACHECO, EDGAR B
148 290 BAY RIDGE 2022 LIC-2-14-17802 PADUA, ANTONIO C 149 76 SHAKESPEARE 2022 302268 PALOMO, ANA F. & VICENTE 150 496 IRVINGTON 2022 RP-12-17-30561 PANALIGAN, ROY
151 731 NIANTIC 2022 LIC-2-14-17804 PANAMBO, PURE B
152 1606 GRAYSTONE 2022 RP-09-20-33348 PAVILLARD, VICTOR M 153 93 BELLEVUE 2022 LIC-5-15-24213 PENNY, HUBERT & EILEEN 154 147 SANTA BARBARA 2022 LIC-2-14-17809 PETERS, GARY W ESQ 155 814 N MAYFAIR 2022 LIC-6-11-2557 PIERUCCI, ALESSANDRO & ROSA 156 176 SCHOOL 2022 302680 POULIN, ROBERT
157 100 PEORIA 2022 302545 PREZA, CESAR
158 6069 MISSION 2022 LIC-11-12-11432 QI REN QIU
159 318 HIGATE 2022 302322 ROBINSON, GEORGE HELEN
160 316 HIGATE 2022 302322 ROBINSON, GEORGE HELEN
Rental Property Address Fiscal Year License No. Company Name Attachment - Notice of Lien and Special Assessment to Rental Property 161 322 HIGATE 2022 302322 ROBINSON, GEORGE HELEN
162 70 OCEANSIDE 2022 302460 ROTTER, JOSEPH & MARILYN
163 121 ST MICHAELS 2023 302856 SAGHAFI, REINA
164 274 ST CATHERINE 2022 LIC-2-14-17835 SAMPAGUITA LTD TRUST 165 32 PENHURST 2022 LIC-2-14-17838 SANTIAGO, MARK D & BEVERLY A 166 1272 S MAYFAIR 2022 RP-06-18-31059 SARGENT, VICKIE
167 254 FRANKFORT 2022 302767 SEGURA, MARGA
168 465 VERDUCCI 2022 RP-10-18-31318 SFO CRASHPAD
169 7300 MISSION 2022 LIC-2-14-17840 SHEARER, MICHAEL
170 400 EL DORADO 2022 LIC-2-14-17841 SHELEY, VERNITA L. 171 52 LOS OLIVOS 2022 302681 SIOSON, FRANCISCO & PRISCILLA, TRS 172 183 MIRIAM 2022 302662 SIOSON, JENNIFER
173 930 WYANDOTTE 2022 RP-03-18-30848 STANCO, NICHOLAS F 174 438 SKYLINE 2022 LIC-2-14-17858 SUMMERS, BERNIECE
175 260 3RD 2022 LIC-2-14-17859 SUMMERS, TIMOTHY B
176 4031 CALLAN 2022 LIC-1-13-11867 TAHA, QASED H
177 26 CLIFFSIDE 2022 LIC-8-13-16353 TANG, TRUC
178 10 NORTHGATE 2022 RP-04-17-29948 TANUDJAJA, CRISNOYO 179 4224 CALLAN 2022 LIC-2-13-12276 THE KARL AND SHARON KELCEC LIVING TRUST 180 70 PENHURST 2022 LIC-2-14-17869 TOJI, LARRY K JR
181 961 HILLSIDE 2022 RP-07-20-33272 TONG, ALEX YI JUN 182 1551 SOUTHGATE 2022 RP-08-20-33309 TORRES, JEANETTE M. 183 1018 S MAYFAIR 2022 RP-09-19-32253 TORRES, MARIA GUADALUPE 184 1184-1186 HILLSIDE 2022 LIC-2-14-17871 TRINIDAD, LARRY S 185 485 JOHN DALY 2022 RP-01-19-31632 TSUI, LETITIA
186 50 CANTERBURY 2022 LIC-2-14-17874 VALDEZ, IRINEO R JR & JUSTINA P 187 451 BONNIE 2022 LIC-6-13-13143 VRD LLC
188 56 MONTCLAIR 2022 RP-11-19-32517 WAN MEI NG
189 90 ZITA 2022 RP-11-19-32517 WAN MEI NG
190 210 WILLITS 2022 RP-06-17-30110 WANG, JING HUI EDDY 191 35 ESCUELA 2022 302756 WC DALY CITY LLC
192 420 GUTTENBERG 2022 LIC-2-14-17880 WILHELM, ASTERIA P 193 4223 CALLAN 2023 RP-07-17-30194 WON, RANDY & YU, SALLY 194 640 CLARINADA 2022 302830 WONG & CHIN
195 1027 WILDWOOD 2022 RP-04-17-29946 WONG, CINDY WAI CHEE 196 225 GLENWOOD 2022 RP-11-20-33506 WONG, GORDON H.
197 128 ACCACIA 2022 301418 WONG, HERBERT G. Y. TR
198 1017 SKYLINE 2022 LIC-1-13-11883 WONG, HOI TONG
199 91 MONTEBELLO 2022 RP-06-16-29229 WONG, KA HO
200 89 ARDEN 2022 LIC-6-13-13106 WONG, NICKI
201 64 OCEAN GROVE 2022 RP-01-22-34351 WONG, WILLY Y. & JULIANA 202 899 HANOVER 2022 LIC-4-13-12747 XU, ALBERT YAO PENG & LIANG, JEANETTE JIN-CHANG 203 270 WELLINGTON 2022 302464 YEE, CALVIN
204 95 HAMPSHIRE 2022 RP-07-16-29243 YEUNG, SAU MING
205 162 LONGVIEW 2022 LIC-2-13-12156 YI, KEXIN
206 147 MORNINGSIDE 2022 RP-11-19-32495 YIN, RONGMAN
207 113 FAIRWAY 2022 302451 YUEN, DAVID & YIP, BARBARA 208 200 PALISADES 2022 RP-07-16-29242 YUEN, JASON
209 499 FLORENCE 2022 RP-04-16-29023 YUM, SHUK YAN
210 361 PEORIA 2022 300634 YUN, PATRICK T. & SAY MOY
211 24 ALEXANDER 2022 RP-11-19-32506 ZHEN, HAOSONG
212 101 SANTA PAULA 2022 LIC-4-11-2364 ZHENG, YING FU
213 126 ST. FRANCIS 2022 LIC-4-11-2364 ZHENG, YING FU
214 1551 SOUTHGATE 2022 RP-10-17-30466 ZHOU, JERRY
215 145 WARWICK 2022 RP-10-20-33404 ZHU, TRENT
216 75 HAMPSHIRE 2022 RP-05-20-33140 ZULETA, MARIO
City Council Meeting Agenda ReportItem # _____
Meeting Date: July 10, 2023
Subject: Designation of Voting Delegate and Alternates for the League of California Cities Annual Conference and Expo.
Recommended Action
It is recommended that the City Council select and designate a voting delegate and alternate(s) to cast ballots on behalf of the City of Daly City at the League of California Cities General Assembly Meeting to be held at the conclusion of the League Annual Conference and Expo in Sacramento September 20-22, 2023.
Background/Discussion
The League of California Cities Annual Conference and Expo is scheduled for September 20-22, 2023, in Sacramento. Each year, at the League of California Cities General Assembly Meeting, the League membership considers and takes action on resolutions that establish League policy. In order to vote at the General Assembly Meeting, the City Council must designate a voting delegate. The City Council may also appoint up to two alternate voting delegates, one of whom may vote in the event that the designated voting delegate is unable to serve this role.
The voting delegate and alternates must be registered to attend the conference. They need not register for the entire conference if scheduling precludes such participation, but they must be registered for the General Assembly Meeting on Friday, September 22, 2023.
The General Assembly Voting Guidelines are outlined in the attached document. These procedures detail how the official voting delegate may transfer the City’s voting card to the alternate(s), if required. The deadline to submit the names of the voting delegate and alternate(s) for the City of Daly City to the League of California Cities is Monday, August 28, 2023.
Summary/Conclusion
It is recommended that the City Council select and designate a voting delegate and up to two alternates to participate in the League of California Cities Annual Conference and Expo General Assembly Meeting on Friday, September 22, 2023.
Staff is available to provide any additional information desired by the Mayor or Councilmembers.
Respectfully submitted,
Leilani Ramos
Assistant to the City Manager
Attachment
1400 K Street, Suite 400, Sacramento, CA 95814 • 916.658.8200 • calcities.org DATE: Wednesday, June 21, 2023
TO: Mayors, Council Members, City Clerks, and City Managers RE: DESIGNATION OF VOTING DELEGATES AND ALTERNATES
L
eague of California Cities Annual Conference and Expo, Sept. 20-22, 2023, Sacramento SAFE Credit Union Convention Center
Ev
ery year, the League of California Cities convenes a member-driven General Assembly at the Cal Cities Annual Conference and Expo. The General Assembly is an important opportunity where city officials can directly participate in the development of Cal Cities policy.
Tak
ing place on Sept. 22, the General Assembly is comprised of voting delegates appointed by each member city; every city has one voting delegate. Your appointed voting delegate plays an important role during the General Assembly by representing your city and voting on resolutions.
To ca
st a vote during the General Assembly, your city must designate a voting delegate and up to two alternate voting delegates, one of whom may vote if the designated voting delegate is unable to serve in that capacity. Voting delegates may either be an elected or appointed official.
Pl
ease complete the attached voting delegate form and email it to Cal Cities office no later than Monday, August 28.
New
this year, we will host a pre-conference information session for voting delegates to explain their role. Submitting your voting delegate form by the deadline will allow us time to establish voting delegate/alternate records prior to the conference and provide pre- conference communications with voting delegates.
Please view Cal Cities’ event and meeting policy in advance of the conference.
Act
ion by Council Required. Consistent with Cal Cities bylaws, a city’s voting delegate and up to two alternates must be designated by the city council. When completing the attached Voting Delegate form, please attach either a copy of the council resolution that reflects the council action taken or have your city clerk or mayor sign the form affirming that the names provided are those selected by the city council.
Pl
ease note that designating the voting delegate and alternates must be done by city council action and cannot be accomplished by individual action of the mayor or city manager alone.
Council Action Advised by August 28, 2023
Conference Registration Required. The voting delegate and alternates must be registered to attend the conference. They need not register for the entire conference; they may register for Friday only. Conference registration is open on the Cal Cities website.
For a city to cast a vote, one voter must be present at the General Assembly and in possession of the voting delegate card and voting tool. Voting delegates and alternates need to pick up their conference badges before signing in and picking up the voting delegate card at the voting delegate desk. This will enable them to receive the special sticker on their name badges that will admit the voting delegate into the voting area during the General Assembly.
Transferring Voting Card to Non-Designated Individuals Not Allowed. The voting delegate card may be transferred freely between the voting delegate and alternates, but only between the voting delegate and alternates. If the voting delegate and alternates find themselves unable to attend the General Assembly, they may not transfer the voting card to another city official.
Seating Protocol during General Assembly. At the General Assembly, individuals with a voting card will sit in a designated area. Admission to the voting area will be limited to the individual in possession of the voting card and with a special sticker on their name badge identifying them as a voting delegate.
The voting delegate desk, located in the conference registration area of the SAFE Credit Union Convention Center in Sacramento, will be open at the following times:
Wednesday, Sept. 20, 8:00 a.m.- 6:00 p.m. and Thursday, Sept. 21, 7:30 a.m.- 4:00 p.m. On Friday, Sept. 22, the voting delegate desk will be open at the General Assembly, starting at 7:30 a.m., but will be closed during roll calls and voting.
The voting procedures that will be used at the conference are attached to this memo.
Please share these procedures and this memo with your council and especially with the individuals that your council designates as your city’s voting delegate and alternates.
Once again, thank you for completing the voting delegate and alternate form and returning it to Cal Cities office by Monday, Aug. 28. If you have questions, please contact Zach Seals at [email protected].
Attachments:
• General Assembly Voting Guidelines
• Voting Delegate/Alternate Form
• Information Sheet: Cal Cities Resolutions and the General Assembly
1400 K Street, Suite 400, Sacramento, CA 95814 • 916.658.8200 • calcities.org
General Assembly Voting Guidelines
1. One City One Vote. Each member city has a right to cast one vote on matters pertaining to Cal Cities policy.
2. Designating a City Voting Representative. Prior to the Cal Cities Annual Conference and Expo, each city council may designate a voting delegate and up to two alternates; these individuals are identified on the voting delegate form provided to the Cal Cities Credentials Committee.
3. Registering with the Credentials Committee. The voting delegate, or alternates, may pick up the city's voting card at the voting delegate desk in the conference registration area. Voting delegates and alternates must sign in at the voting delegate desk. Here they will receive a special sticker on their name badge and thus be admitted to the voting area at the General Assembly.
4. Signing Initiated Resolution Petitions. Only those individuals who are voting delegates (or alternates), and who have picked up their city’s voting card by providing a signature to the credentials committee at the voting delegate desk, may sign petitions to initiate a resolution.
5. Voting. To cast the city's vote, a city official must have in their possession the city's voting card and voting tool; and be registered with the credentials committee. The voting card may be transferred freely between the voting delegate and alternates but may not be transferred to another city official who is neither a voting delegate nor alternate.
6. Voting Area at General Assembly. At the General Assembly, individuals with a voting card will sit in a designated area. Admission to the voting area will be limited to the individual in possession of the voting card and with a special sticker on their name badge identifying them as a voting delegate.
7. Resolving Disputes. In case of dispute, the credentials committee will determine the validity of signatures on petitioned resolutions and the right of a city official to vote at the General Assembly.
CITY: ________________________________________
202
3 ANNUAL CONFERENCE
VOTING DELEGATE/ALTERNATE FORM
Please complete this form and return it to Cal Cities office by Monday, August 28, 2023.
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City Council Meeting Agenda ReportItem # _____
Oc
Meeting Date: July 10, 2023
Subject: Continued Public Hearing on New Restaurant and Drive Through – 79 Saint Francis Square Shopping Center
Use Permit UPR-1-22-15498 and Design Review DR-7-22-15775 Recommended Action
Approve the Use Permit and Design Review for a new restaurant and drive-through.
City Council Discussion
On June 26, 2023, the City Council voted 2-1 to continue the Use Permit and Design Review Permit to the July 10, 2023, City Council meeting. In considering the item, Councilmember Daus-Magbual asked if there was another Chowking with a drive-through in the United States and Councilmember Sylvester confirmed that there was not. Councilmember Sylvester stated that he felt uncomfortable with the proposal because the novelty of the use might severely impact the traffic going eastbound on Southgate from St Francis Boulevard. He added that generally such novelty would wear off but that he had concerns that it might not at this location, and that he didn’t feel he had enough information about the vehicle queuing given the minimal distance between he drive-through ordering location and the shopping center’s entrance on Southgate Avenue. Staff added that it placed a Condition of Approval requiring Chowking staff to direct traffic away from driveways using cones and that the traffic study prepared for the drive-through indicated that the vehicle quoining length would be sufficient as proposed.
Project Description
The applicant proposes to construct a new, 2,480 square foot fast-food restaurant and drive-through at the northwest corner of the Saint Francis Square Shopping Center (see Attachment A – Site Location). The proposed drive-through restaurant (“Chowking”) would be a quick service restaurant with a Philippine and Chinese influenced menu. The hours of operation would be 8:00 a.m. to 9:00 p.m. with a dining room containing 40 seats and a drive through for customer take-out service. Staff size per shift is expected to be no more than eight people. The new restaurant and grocery store will complement the other existing retail and small restaurant uses in the shopping center (see Attachment B – June 26, 2023. Staff Report).
Updates
In response to the concerns raised at the City Council meeting, the applicant’s traffic consultant has updated the vehicle queuing analysis prepared for the project (see Attachment C – Updated Queuing Analysis (Hexagon Transportation Consultants) - June 30, 2023). The updated analysis provides more information about number of vehicles that can stack in the ordering queue behind the menu board and potential solutions for containing the queue on-site should traffic caused by the drive-through begin to impact traffic on Southgate Avenue.
City Council Staff Report
Use Permit UPR-1-22-15498 and Design Review DR-7-22-15775Page 2 79 St. Francis Square – New Restaurant and Drive Through July 10, 2023 As indicated in the queuing analysis, the analysis is based on the number of customers at the Chowking location in South San Francisco, which does not have a drive-through lane, to the number of customers at Jollibee on Mission Street in Daly City, which does have a drive-through lane. At the dates the consultant gathered data at both restaurants, Chowking had about 30 percent as many total customers as Jollibee. The consultant therefore deduced that, if the proposed Chowking were to have the same number of total customers as the existing Chowking in South San Francisco and some of the dine-in customers become drive-thru customers, the drive-through customers at the new Chowking could be about 30 percent of the drive-thru volume at Jollibee.
Recognizi9ng that the introduction of a drive-thru lane could cause the proposed Chowking restaurant in Daly City to have more customers than the Chowking in South San Francisco, and assuming that the number of dine-in customers at the new restaurant matches that at the existing Chowking in South San Francisco and that the new Chowking attracts all new customers to the drive-thru resulting in the same percentage of drive-thru customers as Jollibee, the drive-thru customers at the new Chowking could be as much as 59 percent of the drive-thru volume at Jollibee.
Using these figures and assumptions, the consultant projected that the Chowking drive-thru queue on weekdays would be accommodated within the proposed drive-thru lane. On Saturdays, consultant projected that the maximum drive-thru queue would extend three vehicles past the entrance to the drive-thru lane during peak periods. If the queue were to continue into the first east- west drive aisle, the site would fit four vehicles past the drive-thru entrance before reaching the driveway serving Southgate Avenue and therefore the drive-through queue was not expected to reach the driveway during the peak hours.
The updated queuing analysis in Figures Four and Five shows graphically how the signage and traffic cones required by the Conditions of Approval to direct drive-thru traffic to continue past the first east-west drive aisle after entering the site from Southgate Avenue to ensure that any excess drive-thru queue is contained within the parking lot and does not impede traffic entering the shopping center from Southgate Avenue. With the recommended measures, there would be space within the parking lot to accommodate an excess queue of 11 vehicles beyond the drive-thru lane entrance without affecting the driveway at Southgate Avenue.
To ensure that the recommendations of the vehicle queuing study are implemented, staff is recommending that the City Council adopt the following Condition of Approval, which has been added as Condition of Approval #15 in this staff report. “The owner of the drive-through restaurant and all of the owner’s successors shall monitor the drive-through vehicle queue for impacts to the Southgate Avenue driveway.
Should the vehicle queue exceed the predicted end of maximum queue, i.e., six vehicles beyond the drive-through menu ordering board, the owner shall implement the on-site vehicular stacking scheme identified in Figure 5 of the Queuing Analysis, which shall include the use of signs and cones to direct traffic to the shopping center’s drive-aisles.
Prior to the issuance of any building permit for the drive-through restaurant, the applicant shall supply the Planning Division with a copy of the lease with the shopping
City Council Staff Report
Use Permit UPR-1-22-15498 and Design Review DR-7-22-15775Page 3 79 St. Francis Square – New Restaurant and Drive Through July 10, 2023 center owner, which specifically stipulate the restaurant’s ability to implement this Condition of Approval.”
Environmental Assessment
The proposed restaurant building and drive through is categorically exempt from the California Environmental Quality Act (CEQA) pursuant to Title 14 of the California Code of Regulations, (State CEQA Guidelines) Section 15303 –New Construction or Conversion of Small structures, Class 3 (c), including the construction of a restaurant not exceeding 2,500 square feet in floor area.
Findings
The Planning Commission found that the proposed Use Permit UPR-1-22-15498 and Design Review DR-7-22-15775 would comply with Title 17 (Zoning) of the Daly City Municipal Code.
Approval of the proposed project will not be detrimental to the health, safety, morals, comfort and general welfare of persons residing in or working in the neighborhood or be injurious or detrimental to the property and improvements in the neighborhood or the general welfare of the City. Staff recommends that the City Council adopt the following findings, should it decide to approve the drive-through:
1. In accordance with Title 17 of the Daly City Municipal Code, as well as applicable State zoning enabling legislation, the City Council conducted public hearings on June 26, 2023, and July 10, 2023. Notice of the initial hearing on June 26, 2023, was by newspaper publication, and posting and first class mailing to property owners within 300 feet of the site, on June 15, 2023. The City Council continued the initial hearting to a date certain on July 10, 2023;
2. The City Council reviewed the proposal under the requirements of the California Environmental Quality Act (CEQA) and has determined the project is Categorically Exempt per Section 15303, Class 3 – New Construction or Conversion of Small Structures.
3. The proposed commercial use building complies with applicable provisions of the Title 17 (Zoning) of the Daly City Municipal Code, Chapter 17.44 – Use Permits, and Chapter 17.45 – Design Review;
4. The proposed restaurant building with drive through merits use permit approval, as the building would be compatible with existing adjacent uses, adequate utility and infrastructural capacity exists within close proximity to serve the site, and the provision of parking is adequate and, as designed, would not have a detrimental impact to the adjacent neighborhood;
5. General site considerations, including site layout, open space and topography, orientation and location of buildings, vehicular access, circulation and parking, setbacks, heights, walls, public safety and similar elements have been designed to provide a desirable environment;
6. General architectural considerations have been incorporated to ensure the compatibility of this development with its design concept and the character of on-site signage. These
City Council Staff Report
Use Permit UPR-1-22-15498 and Design Review DR-7-22-15775Page 4 79 St. Francis Square – New Restaurant and Drive Through July 10, 2023 considerations include, but are not limited to, the character, scale and quality of the design, the architectural relationship with the site and other buildings, building materials, and colors;
7. General landscape considerations of Chapter 17.41, Landscaping, will be provided to ensure visual relief, to complement buildings and structures and to provide an attractive environment for the enjoyment of the public; and
8. The project will minimize the risk to existing public improvements and adjacent private property by providing controlled stormwater runoff from the site to City facilities in full compliance with Order R-2 NPDES Permit No. CAS612008 and Order No. 2010-0014- DWQ, NPDES No. CAS000002, the statewide National Pollutant Discharge Elimination System (NPDES) General Construction Activity Storm Water Permit.
Conditions of Approval
The Planning Commission recommends the City Council approve the Conditional Use Permit UPR- 1-22-15498 and Design Review DR-7-22-015775, subject to the following conditions and Daly City General Conditions of Approval. Minor deviations from the conditions of approval may be approved by the Planning Division. Significant deviations will require review and approval by the Planning Commission and City Council.
A . DEPARTMENT OF ECONOMIC AND COMMUNITY DEVELOPMENT
General
1. The use permit and design review approval shall be valid for a period of one year from the date of City Council approval. The approvals shall terminate if a building permit has not been obtained and construction commenced within one-year of City Council approval of the project or if the applicant fails to obtain a valid business license.
2. The use permit and design review shall be valid only in conjunction with plans submitted and approved by the City Council. Any significant modifications and changes to the plans shall be treated as an amendment and shall be subject to review by a Council Committee appointed by the mayor.
3. All buildings, any applicable retaining walls, fences, and trash enclosure materials and colors must match those as approved. High quality materials shall be utilized and final finishes shall be approved by the Director of Economic and Community Development.
4. The City shall reserve the right to revisit and review Use Permit UPR-1-22-15498 periodically to ascertain that no adverse impacts are being generated by the business operations in the area and along the surrounding City streets.
5. An approved litter control and site maintenance plan is required prior to building permit issuance. The plan must include a schedule of maintenance for the site and adjacent
City Council Staff Report
Use Permit UPR-1-22-15498 and Design Review DR-7-22-15775Page 5 79 St. Francis Square – New Restaurant and Drive Through July 10, 2023 sidewalks, a graffiti abatement program, and also require that the trash and/or recycling bins stored in the trash enclosure, which must be pulled out along queuing lane drive aisle for servicing, cannot be placed or stored in such a way as to block the on-site drive aisles or create a circulation hazard.
Building and Site Design
6. The applicant shall install and maintain an approved in-line kitchen emission control system. The initial emission control system shall be identified in the building permit plans and a manufacturer specification sheet shall be supplied to the Planning Division for approval concurrent with the building permit plan check submittal. The approved system shall be sized appropriately for the airflow output volume from all kitchen hoods identified in the plans for the restaurant kitchen.
7. Any reconstruction of the trash enclosure shall be constructed from concrete (CMU is acceptable) and shall receive design elements similar to those of the restaurant building, including color, materials, and roof design. The enclosure’s doors shall receive a powder- coated metal door painted to match the enclosure’s wall color. The capacity, design, and location of the structure shall be approved by both the Planning Division and Republic Services prior to incorporation in the project plans that are submitted to the Building Division for permit issuance.
8. All rooftop mechanical equipment shall receive a high quality, architecturally compatible, roof screen if visible from the adjacent street or center parking lot, as determined necessary by the Planning Division.
9. The site’s retaining walls shall be constructed from smooth face block with a stucco coat and color to match the restaurant building, and shall receive a decorative cap consistent with the building architecture.
10. All trash enclosures associated with the project shall be constructed from concrete reflecting the design element quality present on restaurant buildings, shall be covered with a roof, and receive anodized heavy-gauge metal doors painted to match/complement the design present in the retail buildings.
11. The applicant shall include signage for the new restaurant consistent with the Saint Francis Square Shopping Center Sign Program to be submitted and reviewed for approval under a separate sign use permit. The submittal and approval of the Sign Program by the City shall occur prior to occupancy of the new supermarket building. All signs, aside from major tenant signs and sign that the Planning Division deems re-usable shall be halo-illuminated only. All signs shall be in proportion to the surface upon which they are mounted.
City Council Staff Report
Use Permit UPR-1-22-15498 and Design Review DR-7-22-15775Page 6 79 St. Francis Square – New Restaurant and Drive Through July 10, 2023
12. Backflow preventers shall be concealed and/or screened from public view to the satisfaction of the Daly City Community and Economic Development Director prior to issuance of building permit.
13. The menu ordering board speaker shall provide a volume control and shall be reduced in volume at the direction of the Planning Di
Traffic Operations
14. The owner of the drive-through restaurant and all the owner’s successors shall monitor the drive-through vehicle queue for impacts to the Southgate Avenue driveway. Should the vehicle queue exceed the predicted end of maximum queue, i.e., six vehicles beyond the drive-through menu ordering board, the owner shall implement the on-site vehicular stacking scheme identified in Figure 5 of the Queuing Analysis, which shall include the use of signs and cones to direct traffic to the shopping center’s drive-aisles. Prior to the issuance of any building permit for the drive-through restaurant, the applicant shall supply the Planning Division with a copy of the lease with the shopping center owner, which specifically stipulate the restaurant’s ability to implement this Condition of Approval.
Operational Requirements and Restrictions
15. Any exterior speakers associated with the drive-through use shall have a volume adjustment. The specific speaker model identifying volume adjustment shall be included in the building permit plan check submittal. Should the Planning Division determine that exterior speakers are causing adverse noise, as determined by the City, the applicant may be required to make adjustments to the speaker volume to comply with this Condition. No other outdoor speaker system shall be employed at the site.
16. Noise generated from the proposed drive-through shall comply with the Daly City General Plan Noise Element for nearby multifamily residential homes at no greater than 65 dB for the applicable acceptable Community Noise Exposure Level. Should noise exceed this threshold, the applicant shall undertake additional measures to reduce noise to a compliant level.
17. The use of exterior lighting shall not result in adverse glare to adjacent residential neighbors. Should the Planning Division determine that exterior lighting is causing adverse glare, as determined by the City, the applicant may be required to make adjustments to lighting, provide additional shielding to lights, or reduce or eliminate the use of certain lights to comply with this Condition.
Stormwater Treatment
18. The applicant shall develop and submit a stormwater management plan that illustrates full compliance with Section C.3 of Order R-2-2009-0074 NPDES Permit No. CAS612008. The project must comply with Order No. 2010-0014-DWQ, NPDES No. CAS000002, the
City Council Staff Report
Use Permit UPR-1-22-15498 and Design Review DR-7-22-15775Page 7 79 St. Francis Square – New Restaurant and Drive Through July 10, 2023 statewide National Pollutant Discharge Elimination System (NPDES) General Construction Activity Storm Water Permit.
19. Additional stormwater information and updated forms may be required during the building permit review stage when more details of the construction drawings are known. Information and/or designs that may be required if there are any changes that impact the forms submitted for the subdivision application. No building permit may be issued until acceptable storm water requirements are met.
20. The applicant shall receive approval of the stormwater management plan from a third-party reviewer appointed by the City prior to building permit submittal. The applicant shall pay the entire cost of the third-party reviewer.
21. All stormwater treatment facilities shall be inspected during construction to ensure eventual compliance with the stormwater management plan. The applicant shall pay the entire cost of these inspections.
22. The applicant shall enter into a Maintenance Agreement with the City to ensure long-term maintenance and servicing by the Property Owner of stormwater site design and treatment control measures according the approved Maintenance Plan.
23. The applicant shall arrange and pay for final inspection of installed treatment measure by municipality’s Special Inspector within 45 days of installation or project construction completion, whichever comes first.
B. ENGINEERING DIVISION
24. All improvements, including the on- and off-site improvements and all public service and utility facilities, shall be completed by the applicant, or shall be incorporated into a development agreement before issuance of a building permit.
25. All improvements shall be consistent with the plans approved by the City Engineer and the Conditions of Approval. All improvements shall meet the latest California Building Code, California Fire Code, Daly City Municipal Code, and the City Standards and Specifications.
26. Provide “will serve letters” from the City’s Water and Wastewater Department for water and sewer services and Pacific Gas and Electric Company (PG&E) for gas and electric services.
27. Concurrent with each demolition, grading and drainage permit submittal or as a part of the Improvement Plan package, the Applicant shall prepare a dust control plan. The plan shall conform to the City Standards and comply with the requirements of the Bay Area Air Quality Management District (BAAQMD) Best Management Practices for dust control. The Applicant shall post a publicly visible sign with the telephone number and person to contact
City Council Staff Report
Use Permit UPR-1-22-15498 and Design Review DR-7-22-15775Page 8 79 St. Francis Square – New Restaurant and Drive Through July 10, 2023 regarding dust complaints. The person shall respond and take corrective action within 48 hours.
28. The applicant and/or Contractor shall have a project sign with a 24-hour Project contact information for public concerns such as off-site tracking, dust control, noise complaints, ground shaking and any related construction activities. The complaints and responses shall be logged, and copies provided to the City Engineer with action status on a weekly basis.
29. Provide erosion and storm water pollution plan incorporating best management practices, including operation and maintenance provisions per the requirements applicable at the time of construction permit application. During the wet/rainy season (October 1 to April 30) the developer shall submit a revised erosion control plan as necessary (every five working days) or as required by the City Engineer and/or his representative.
30. All improvements shall be installed, inspected and approved by the City Engineer prior to issuance of occupancy permits. In addition, as-built record plans of all improvements shall be submitted in a form acceptable to the City Engineer prior to issuance of occupancy permits.
31. All utility services shall be provided through underground connections. There shall be no overhead drops. Said improvements shall conform to Daly City and affected Agency’s standards.
32. All plans shall be accompanied by all required calculations and studies including geotechnical and impact studies to justify design signed and sealed by a licensed professional engineer.
33. Grading and improvement plan review and approval by the City Engineer are required before any City permit is issued. The improvement plans shall include details for on-site and off-site improvements for vehicular and pedestrian access, parking, traffic signs and markings, utility service connections, modifications and extensions of the City’s sewer, storm drain, safety lighting, landscaping, and other public service facilities.
34. The applicant shall apply for a Site Improvement Permit through the Engineering Division for construction of on- and off-site improvements. Securities for all improvements (on-site and off-site), and applicable fees and charges, shall be submitted with any building permits.
The applicant shall obtain all required permits before commencing work.
35. Comply with the applicable requirements of the City’s General Condition of Approval:
Variances, Design Reviews, Planned Developments and Subdivisions, dated December 8, 1999.
City Council Staff Report
Use Permit UPR-1-22-15498 and Design Review DR-7-22-15775Page 9 79 St. Francis Square – New Restaurant and Drive Through July 10, 2023
36. City records show a 48” subdrain runs through the project site. If the 48” subdrain is encountered during construction, all construction activity must stop and the subdrain shall be inspected and protected in place to the satisfaction of the Engineering Division.
37. Prior to Building Permit approval, the applicant shall enter into a Landscape Maintenance Agreement in a form acceptable to the City Attorney to ensure the Property Owner will provide long-term maintenance of all street trees, landscaping, irrigation, and pedestrian- scale lighting installed in the public right-of-way. Design of planting and irrigation system shall minimize the extent of irrigation lines, controllers, and valves in the public right-of- way and shall be reviewed and approved by the City Engineer.
38. The applicant shall repair and/or replace additional areas of street pavement, sidewalk, curb, and gutter, streetlights, manhole, catch basins, or any other public infrastructure within the right-of-way damaged by construction activities associated with the project (utility installation, etc.) as required by the City Inspector during construction.
39. The limits of the curb gutter and sidewalk replacement will span the entire frontage of the proposed development to the nearest expansion joints or score lines.
40. Any modifications to the development plan that affect Republic Services’ ability to access the property shall be reviewed and approved by Republic Services. Provide “will serve” letter from Republic Services.
41. Parking stalls span across parcel lines and the proposed project anticipates sharing of parking for multiple uses across multiple lots, such that each lot may not contain the parking required for the same buildings located within the same lot. The applicant shall cause an instrument, to the satisfaction of the City, to be recorded on all project properties to ensure that parking is made available for all uses within the project limits, and such restriction shall remain for any successors in the event that each legal lot is sold off individually or otherwise portions of the project site are under different ownership. A lot line adjustment to merge all parcels together is preferred to carry out this condition.
42. Placement of any monument signs or other permanent fixtures shall be located out of the line of sight of motorists.
43. Install street trees along the project frontage within the Public Right of Way. Street tree spacing shall be per Daly City Standards and Details.
44. Any modification or replacement to the southern driveway along St. Francis Blvd. will require the new driveway to align with Campana Ave. and meet the City Standard driveway requirements outlined in Daly City Standard Detail S-3.
45. Grading exceeding 50 cubic yards shall require approval of plans and a grading permit. A licensed Civil Engineer shall prepare the grading plans and erosion control plan in conformance with a soil report prepared by a licensed soil engineer or qualified civil
City Council Staff Report
Use Permit UPR-1-22-15498 and Design Review DR-7-22-15775Page 10 79 St. Francis Square – New Restaurant and Drive Through July 10, 2023 engineer in compliance with the NPDES requirements prior to any development on the property.
46. Grading plans shall be reviewed by an independent qualified Consulting Engineer or Geologist as well as the City Engineer; a letter of compliance from the independent qualified Consulting Engineer or Geologist shall be provided to Engineering prior to the issuance of any permit. The Engineer and/or Geologist, of record, shall be present on-site during the excavation and grading phases of the project and shall submit a written certification that the project civil plans has been implemented as approved.
47. The applicant shall provide fail-safe conditions for catastrophic events such as 100-year storms, seismic events, system overflows or failures. Drainage swales shall be provided at the top, intermediate and bottom of slopes and embankments to prevent erosion and degradation of slopes. The project geotechnical report shall include appropriate recommendations regarding the protection of existing and proposed slopes.
48. A Geotechnical Report shall be prepared by a licensed geologist or soils engineer for any proposed retaining wall against the existing adjacent properties.
49. Curb ramps in and around the project site shall utilize the case types in the Caltrans Standard Plans.
50. For on-site retaining walls, indicate if any tiebacks will be used on the project. Tiebacks are not allowed to encroach into the City’s right-of-way. Plans should include property lines and adjacent utilities to identify any potential conflicts.
51. Drainage from the site to a public storm drain system or street shall not flow over any sidewalk. On site drainage retention shall be provided to limit the flow rate entering the City’s storm drain system to the pre-development rate. The retention facility shall accommodate the excess runoff from a storm of 10-year frequency and two-hour duration as defined in the 1990 Daly City Design Standards.
52. Include impervious and pervious areas for the pre- and post-development site conditions on the plans.
53. All stormwater retention, treatment system or other C.3 or LID improvements shall be located outside of the public right-of-way and maintained by the property owner.
54. All storm water connections and extensions shall be underground.
55. All new roof drainage shall be treated before being directed toward the public storm drain system.
56. Install pedestrian scale streetlight on the southwest corner of Southgate Avenue/El Dorado Drive. Streetlight to be maintained by the applicant through a landscape maintenance
City Council Staff Report
Use Permit UPR-1-22-15498 and Design Review DR-7-22-15775Page 11 79 St. Francis Square – New Restaurant and Drive Through July 10, 2023 agreement. Streetlight and luminaire models shall match those use on the Mission Street Streetscape Project.
57. The project’s electrical transformer(s) shall not be installed within public right-of-way.
C. BUILDING DEPARTMENT
58. Building Permit submittal plans for the restaurant and drive through will be reviewed upon building plan submittal after planning entitlements approved.
59. Hours of operation for all construction work associated with the subject project shall be 8:00 a.m. to 5:30 p.m., Monday through Friday. There will be no start-up of machines or equipment, no delivery of materials or equipment, and no cleaning or servicing of machines or equipment prior to 7:30 a.m. or after 6:00 p.m. Additionally, there will be no construction work, deliveries, and servicing of the machines and equipment between 6:00 p.m. and 7:30 a.m. and at any time during Saturdays, Sundays and Legal City Holidays. Exceptions to these time restrictions may be granted by the Building Official for one of the following reasons: (1) inclement weather affecting work, (2) emergency work, or (3) other work, if work and equipment will not create noise or conditions that may be unreasonably offensive to neighbors as to constitute a nuisance. The Building Official must be notified and approval given, in writing, in advance of said work.
D. DEPARTMENT OF WATER AND WASTEWATER RESOURCES
60. Water service shall be supplied by the private water system. A separate connection to the public water supply will not be permitted.
E. FIRE DEPARTMENT
61. Fire sprinkler system is required for new buildings. Submit plans to NCFA under separate fire permit.
62. For remodels or additional square footage – Sprinklers are required for existing building when the alteration, addition, or repair exceeds 50% of the building gross original area within any 5-year period, per DCMC.
63. Trash enclosures shall be provided with fire sprinkler protection, per DCMC.
64. Provide fire flow information per CFC, Appendix B.
65. Fire extinguishing/hood system required. Submit plans to NCFA under separate fire permit.
66. Monitored fire alarm system is required. Submit plans to NCFA under separate fire permit.
City Council Staff Report
Use Permit UPR-1-22-15498 and Design Review DR-7-22-15775Page 12 79 St. Francis Square – New Restaurant and Drive Through July 10, 2023
67. Knox Box is required for new/remodeled buildings. Apply for approved hardware at NCFA Administration.
68. Portable fire extinguishers(s) are required. Mount fire extinguishers 3-5 feet above floor.
69. Illuminated address identification is required.
F. POLICE DEPARTMENT
70. The developer shall install interior and exterior surveillance cameras for the Seafood Market and ensue that the new restaurant and new retail building tenants install surveillance cameras for the exterior of their space. Developer shall work with the developer to discuss installation of a license plate reader in the parking lot as an investigative tool for law enforcement to address any security concerns.
Recommendations
Staff recommends that the City Council approve the following recommendations:
1. Adopt the Findings as outlined herein;
2. Affirm the Environmental Assessment;
3. Approve Conditional Use Permit UPR-1-22-15498 and Design Review Permit DR-07-22- 015775, subject to the Conditions of Approved outlined herein.
Staff is available to provide any additional information desired by the Planning Commissioners.
Respectfully submitted,
Sam Fielding Tatum Mothershead
Associate Planner Director of Economic and Community
Development
Attachments
Attachment A – Site Location
Attachment B – June 26, 2023. Staff Report
Attachment C – Updated Queuing Analysis (Hexagon Transportation Consultants) - June 30, 2023
DYH
DYH
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DYH
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TRASHROOMELECTRICALROOM
RAMPDN.
30 CU YD
331.39TC331.11FL330.83TC330.76FL330.94TC330.50FL
351.74TDC351.72FL351.79FS350.66FS349.35FS347.85FS346.65FS345.88FS344.57FS343.78FS 342.69FS342.17FS
VAN
VAN
VAN
VAN VAN
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EVEVEV
EV
EV
EVEVEVEVEV
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33'-10"
19'-0"
63'-10"
SUPREME POT RESTAURANTGROUP A2
HAPPY KITCHEN GROUP BM & M MEDICAL SUPPLIES GROUP BABACUS REALTY GROUP B
WESTLAKEJEWELERS GROUP BVACANT GROUP BLECH GORESTAURANTGROUP B
SPEEDYQUEEN LAUNDRY GROUP BSPEEDYQUEEN LAUNDRY GROUP B
HAPAGRESTAURANT GROUP B
VALERIO'S TROPICALBAKESHOP RETAIL GROUP B
PINAY ANGEL RETAIL GROUP B
ST. FRANCIS DENTAL GROUP BTIDY CLEANERSRETAIL GROUP BTHE ELITE SALONRETAIL GROUP BJOHNNY AIR CARGORETAIL GROUP BKADOK'S RESTAURANTGROUP B
BURMA CAFE GROUP B
TC PASTRY GROUP B
11 23
28 31
30 30 30 8
18 7
20 7
7 5
5 4
8'-6"19'-0"
1 2
11 109
876543
R28'-0"
R28'-0" R12'-1"33'-10"
26'-0"
26'-0"
8'-6"19'-0"
19'-0"8'-6"19'-0"8'-6"
9'-0"19'-0"
19'-0"8'-6"
8'-6"19'-0"
16'-0"8'-6"
25'-4"
26'-2"
34'-7"22'-1"
26'-0"
26'-6"
19'-0"8'-6"26'-0"
19'-0"8'-6"26'-0"30'-0"(N) DRIVEWAY
26'-0"8'-6"19'-0"
5'-7"12'-1"12'-4"
26'-4"9'-2"
8'-6"19'-0"26'-0"
47'-6"
20'-0"
25'-5"35'-4"
23'-3"
24'-0"(N) DRIVEWAY
27'-3"18'-0"8'-6"
14'-6"23'-7"
26'-0"
26'-0"
26'-0"
12'-0"5'-0"
12'-0"
12'-0"
12'-0" 10'-6"
4'-6"
14'-3"
11'-5"
44'-5"(E) DRIVE APPROACHTO REMAIN
26'-0"
R52'-0"
R52'-0"
(E) 24'-4"
19'-8"
45'-3"
19'-0"26'-0"19'-0"19'-0"26'-0"19'-0"19'-0"26'-0"19'-0"19'-0" 19'-0"19'-0"8'-6"
19'-0"19'-0"
26'-0"19'-0"
8'-6"
8'-6"19'-0"
19'-0"
16'-0"8'-6"28'-2"
(N) FLOOD LIGHTS UNDERSEPARATE PERMIT TYP.
(N) SITE PLAN
AS1.1 (N) SITE PLANSCALE81" = 30'-0"
GENERAL NOTES1.GENERAL (E) SURFACE DRAINAGE PATTERN, INCLUDING (E) ROOF DRAINAGE LOADTRANSFERRED TO GROUND LEVEL, IS TO REMAIN AS IS.2.THIS IS A CONCEPTUAL SITE PLAN. UNLESS OTHERWISE NOTED, ALL ELEMENTS ANDCONDITIONS ARE EXISTING.3.VEHICULAR ACCESS DRIVES MUST BE PROVIDED AND MAINTAINED SERVICEABLETHROUGHOUT CONSTRUCTION.4.CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS ANDTRAFFIC CONES PER LOCAL REQUIREMENTS. ACCESS TO DRIVEWAYS TO BEMAINTAINED AT ALL TIMES. ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVEDAND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY.5.ALL MATERIALS AND WORKMANSHIP FOR PUBLIC FACILITIES TO CONFORM TO CITYSTANDARD CONSTRUCTION SPECIFICATIONS.6.CONTRACTOR SHALL SWEEP ENTIRE SITE OR PORTIONS OF SITE TO BE USED BY THEPUBLIC AND SURROUNDING RIGHT-OF-WAY AREA OF THE STREET PRIOR TO USE BYTHE GENERAL PUBLIC.7.THE SITE SHALL BE KEPT FREE OF FIRE HAZARDS FROM THE START OFCONSTRUCTION TO FINAL INSPECTION.8.THE G.C. SHALL IMPLEMENT A BEST MANAGEMENT PRACTICE STORMWATER FOR ALLACTIVITIES PER LOCAL REQUIREMENTS.9.THE G.C. IS RESPONSIBLE TO VERIFY ALL UNDERGROUND UTILITIES PRIOR TOPERFORMING EXTERIOR WORK. CALL 811 BEFORE DIGGING.10.G.C. TO VERIFY ANY ABRUPT CHANGE IN LEVEL EXCEEDING 1/2" EXISTING CONCRETESLAB/ASPHALT TRANSITION FROM ENTRY TO PUBLIC WAY/ ACCESS. G.C. TO PROVIDECLEAR PATH OF TRAVEL, OR PER LOCAL ORDINANCES.11.SITE & PARKING ARE EXISTING TO REMAIN UNCHANGED.12.NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDINGNUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT ISPLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THEPROPERTY, CONTRASTING WITH THEIR BACKGROUND, PER LOCAL ORDINANCES.13.THE G.C. IS RESPONSIBLE TO FIELD VERIFY AND LOCATE ALL WET AND DRY UTILITIESCONNECTION POINTS PRIOR TO ANY DEMOLITION OR CONSTRUCTION. (I.E. GAS,WATER AND SEWER, CLEAN OUTS, ETC.14.GENERAL CONTRACTOR SHALL REDUCE CONSTRUCTION WASTE AS REQUIRED BYLOCAL REQUIREMENT.
N
SAINT FRANCIS BLVD
SOUTHGATE AVENUE
PROPOSEDSEAFOOD CITY25,391 S.F.
(E) BUILDING 27200 S.F. (E) BUILDING 316956 S.F. (E) PROPERTY LINE (E) PROPERTY LINE
(E) LOT LINE(E) UTILITY AREAPROTECT IN PLACE(E) POLE &TRANSFORMER (E) STAIRS(N) RAMP
(E) DRIVE AISLE
SWITCHGEAR
(E) BUILDING 113,000 S.F.2019 CALIFORNIA BUILDING CODE (TITLE 24, PART 2), MODIFICATIONS TO (E) ON-SITEPARKING AND (N) PATH OF TRAVEL IMPROVEMENTS UNDER SEPARATE SUBMITTAL(PHASE 1a), SEE TITLE SHEET FOR PROJECT PHASES 2019 CALIFORNIA BUILDING CODE (TITLE 24, PART 2), MODIFICATIONS TO (E) ON-SITEPARKING AND (N) PATH OF TRAVEL IMPROVEMENTS UNDER SEPARATE SUBMITTAL(PHASE 1a), SEE TITLE SHEET FOR PROJECT PHASES
BELHAVEN CT
(N) CL FENCE W/PIPE GUARD
BLDG. 1 (N) FACADERENOVATION AREAUNDER SEPARATE PERMIT
BLDG. 3 (N) FACADERENOVATION AREAUNDER SEPARATEPERMIT
(N) 6" CONCRETEPAD
(N) BUILDING 46,657 S.F.
(N) BUILDING 52,480 S.F.
(N) SHELL BLDG.
12022-06-07PLAN CHECK CORRECTION
1 1
1 APPROVED ADDRESS IDENTIFICATION SHALL BE PROVIDED IN SUCH A POSITION ASTO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THEPROPERTY. SAID NUMBERS SHALL BE ARABIC NUMBER OR ALPHABETICAL LETTERS,AND SHALL BE EITHER INTERNALLY OR EXTERNALLY ILLUMINATED.(DCMC 15.08.120, DCMC 15.00.060) SITE ADDRESS NOTES1
PARKING REQUIRED 250 STALLS(PER TABLE 5 PARKING DEMAND STUDY BY HEXAGON TRANSPORTATIONCONSULTANTS INC.)PARKING PROVIDED:264 STALLS (INCLUDING 7 ACCESSIBLE STALLS)
PARKING SUMMARY
(N) SINGLE POLE TYPE5 "DL151437" UNDERSEPARATE PERMIT TYP. (N) FUTURE (4) EV & (5) EVCSSTALL UNDER SEPARATEPERMIT TYP.(N) ADDITIONAL FUTURE(3) EV STALL UNDERSEPARATE PERMIT TYP.
FIRE LANE REDCURBS BOTH SIDE
FIRE LANE REDCURBS BOTH SIDE
FIRE LANE REDCURBS BOTH SIDE
S H E E T N U M B E RA2418
Plotted: 3/13/2023 10:18 AM (kqais_amorarch) File: 04_a2418_as1.1_new site plan.dwg PROJECT NUMBER2022.04.26DATE
R E V I S I O N S
S T A M P
SHEETS BEARING THIS SEAL AND WET SIGNATUREARE AUTHENTICATED. RESPONSIBILITY FOR ALLOLDER PLANS, SPECIFICATIONS OR INSTRUMENTSARE DISCLAIMED.
P R O J E C TL O C A T I O N119 SAINT FRANCIS BLVD.1420 SOUTHGATE AVENUEDALY CITY, CA 94015
C O N S U L T A N T
S H E E T T I T L E
CCOPYRIGHT 2021 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.
C L I E N T
9431 HAVEN AVENUE, SUITE 212RANCHO CUCAMONGA, CA 91730P. 909.259.9971 | F. 909.944.8409www.AmorArch.comWEST COAST | CENTRAL | EAST COAST SEAFOOD CITY GROUP OFCOMPANIES2883 SURVEYOR STREET,POMONA, CA 91768 LAURENCE [email protected](N) DARK SHELL BUILDINGTESTA
RNFOAOCFLIAI
LICENSEDARCHITECT
WILLIAA.AMORDATE8/31/2023MC - 24421RENEWAL
2 22022-08-09PLAN CHECK CORRECTION
INDICATES FIRE LANE PAINTED RED CURBS
LEGENDACCESSIBLE PATH OF TRAVELPATH OF TRAVEL NOTE:NO ABRUPT CHANGES OF ELEVATION ALONG THE PATH OF TRAVEL SHOWN. THE SLOPE ANDCROSS SLOPE ALONG THE PATH OF TRAVEL SHALL NOT EXCEED 5% AND 2% RESPECTIVELY. 2 (E) ACCESSIBLE PATHOF TRAVEL FROMPUBLIC RIGHT OF WAY2 (N) ACCESSIBLE PATHOF TRAVEL
2 (N)TRASHENCLOSURE W/AUTOMATIC FIRESPRINKLER, WATERBIB & FLOOR DRAINPER DMC.SEE SHT.#AS2.0(N) HEIGHTCLEARANCE BAR (N) DRIVE THROUGHDIRECTIONAL SIGNAGE
(N) DRIVE THRU ORDER/MENU BOARD(N) PREVIEWMENU BOARD(N) SPEAKER POST WITHDETECTOR LOOP
PICK UP POINT& PAY WINDOW
LOADING/UNLOADING RAMP
FUTURE CHARGINGSTATION PEDESTALCONNECT TO SEAFOODCITY PANEL TYP.
FUTURE EV PANELPROVIDE EMPTYCONDUIT CONNECTEDTO SEAFOOD BLDG.
FUTURE CHARGINGSTATION PEDESTAL
FUTURE EV.STATION PEDESTAL
(N)TRASH ENCLOSURE W/AUTOMATIC FIRE SPRINKLER,WATER BIB & FLOOR DRAINPER DMC. SEE SHT.#AS2.0(N)TRASH ENCLOSURE W/AUTOMATIC FIRE SPRINKLER,WATER BIB & FLOOR DRAINPER DMC. SEE SHT.#AS2.0 (N)TRASH ENCLOSURE W/AUTOMATIC FIRE SPRINKLER,WATER BIB & FLOOR DRAINPER DMC. SEE SHT.#AS2.0 (N)TRASH ENCLOSURE W/AUTOMATIC FIRE SPRINKLER,WATER BIB & FLOOR DRAINPER DMC. SEE SHT.#AS2.0 (N) FIREHYDRANT
MODIFIED DRIVE AISLE
FUTURE CHARGING STATION PEDESTALCONNECT TO SEAFOOD CITY PANEL TYP.
PROPOSEDTRANSFORMERFOR 2 PADBUILDINGS
(N) FIREHYDRANT
TYP. UNLESSNOTED
TYP. UNLESSNOTED
TYP. UNLESSNOTED
TYP. UNLESSNOTED
(E) DRIVE AISLE
(E) RETAININGWALL TO REMAIN
(N) FUTURE LOCATION OF NEWTRANS CUT INTO HILL SIDE WITHCMU RETAINING WALL (N) FUTURE LOCATIONOF NEW TRANS
8AS1.2
8AS1.2SEE RETAIL SET
SEE DRIVE THRU SET
(E) RETAININGWALL TO REMAIN(E) RETAININGWALL TO REMAIN
SIGN " NO PEDESTRIAN ACCESS)
2023-02-07 PLANNING CORRECTIONS
PROVIDE (N) POST ANDACCESSIBLE DIRECTIONAL SIGN
PROVIDE (N) POST ANDACCESSIBLE DIRECTIONAL SIGNPROVIDE (N) POST ANDACCESSIBLE DIRECTIONAL SIGN P.O.T. DIRECTIONAL SIGN12_POTs_DRCT_SIGN_011" = 1'-0"SCALE 1'-4"
FINISH SURFACE
SECURE SIGN(s) TO POSTw/ (2) - 3/8" DIA. BOLTS(TOP & BOTTOM)1'-4" 1'-0"DIA.5'-0" A.F.F.+6'-8" MIN. ATACCESSIBLE ROUTE3'-0"3" 3" SQUARE x 14 GA PUNCHEDTUBE POST w/ 3-1/4" x 36"GROUND MOUNT SLEEVE
CONCRETEFOOTING
CONCRETE TACK COAT PAVINGTO CONCRETE PERIMETER
(WHERE OCCURS)TWO SIGNSATTACHMENT DETAILPLAN VIEW
ONE SIGNATTACHMENT DETAILPLAN VIEW(WHERE OCCURS)PEDESTRIANACCESS ROUTE(WHERE OCCURS)PEDESTRIANACCESS ROUTE 4 4-
4-4-
PROVIDE (N) POST ANDACCESSIBLE DIRECTIONAL SIGN4-4-
(E) PROPERTY LINE
(E) PROPERTY LINE
(E) PROPERTY LINE
(E) PROPERTY LINE
(E) PROPERTY LINE(6) BICYCLERACK
(6) BICYCLERACK
(N) LIGHT POLE
(6) BICYCLERACK
(6) BICYCLERACK
ALL STORM WATER CONNECTIONS AND EXTENSIONS SHALL BE UNDERGROUNDELECTRICAL TRANSFORMER SHALL NOT BE INSTALLED WITHIN PUBLIC RIGHT-OF-WAYFIRE HYDRANT (N)TRASH COMPACTOR W/AUTOMATIC FIRE SPRINKLER,WATER BIB & FLOOR DRAINPER DMC. SEE SHT.#AS2.0
SIGHT LINE FOR MOTORISTS
City Council Meeting Agenda Report Item # _____
Oc
Meeting Date: June 26, 2023
Subject: New Restaurant and Drive Through – 79 Saint Francis Square Shopping Center Use Permit UPR-1-22-15498 and Design Review DR-7-22-15775
Recommended Action
Approve the Use Permit and Design Review for a new restaurant and drive through
Planning Commission Discussion
On June 6, 2023, the Planning Co mmission voted 4-0 to recommend that the City Council approve the Use Permit and Design R eview Permit. The Commissioners expressed support for the new restaurant and d rive through and agreed that the appl icant and staf f had addressed public comment concerns regarding pedestrian and bicycle safety.
Project Description
The applicant proposes to construct a new, 2,480 square foot fast-food restaurant and drive-through at the northwest corner of the Saint Francis Square Shopping Center (see Attachment A – Site Location). T he proposed drive -through restaurant (“Chowking”) would be a quick service restaurant with a Philippine and Chinese influenced menu. The hours of oper ation would be 8:00 a.m. to 9:00 p.m. with a dining room containing 40 seats and a drive through for customer take -out service. Staff size per shift is expected to be no more than eight people. The new restaurant and grocery store will complement the other existing retail and small rest aurant uses in the shopping center (see Attachment B – Project Plans).
Updates
On March 6, 2023, the City Council Design Review Committee (DRC) approved a renovation of the existing shopping center, including the demolition of the existing grocery store and the construction of a new larger grocery store (“Seafood City”), façade remodels of three existing retail buildings, and construction of a new pad for a retail building. The new restaurant and drive through required approval of a use permit and design review permit by Planning Commission and City Council.
On May 2, 2023, the Planning Commission continued the scheduled UPR and DR project item to June 6, 2023, because the applicant was unable to attend the meeting on May 2, 2023.
On June 6, 2023, T he Planning Commission voted to approve (4-0), the Use Permit and Desi gn Review Permit with recommendation to the City Council for approval.
City Council Staff Report
Use Permit UPR-1-22-15498 and Design Review DR-7-22-15775 Page 2 79 St. Francis Square – New Restaurant and Drive Through June 26, 2023
Discussion
The proposed drive-through restaurant requires the approval of a use pe rmit and design re view.
The use permit provide s the City Council with an opportunity to evalua te the proposal in the context of the existing on- site and adjacent uses and evaluate if the proposed project merits approval. In so det ermining, the City Council should evaluate if the new restaurant building and drive-through would be compatible with existing uses, if infrastructure exists to serve the site, and if the provision of parking is adequate and, as designed, would not have a detrimental impact to the adjacent neighborhood.
Compatibility with Existing Uses. Staff feels that the proposed new 2,480 square foot restaurant and drive through project is compatible with the existing mix of uses in the shopping center that includes a supermarket, retail businesses, and restaurants. The restaurant adds a drive through as an added convenience for customers that wish to purchase food to go. A traffic study was completed for the shopping center (including the drive -through) which determined that the drive-through restaurant would not negatively impact traffic circulation and par king demand for the shopping center. O ther restaurant s exist on the project site and staff therefore believes the proposed use would be compatible with existing uses.
Infrastructure Cap acity. The City’s Public Works Department and Department of Water a nd Wastewater Resources have evaluated the proposal and determined that adequate water and sewer infrastructure exists to serve the subject site. The Fire Department has also reviewed the project and has no objections , although Conditions of Approval by a ll these Departments are included in this staff report.
Transportation and Parking. According to Daly City Municipal Code the proposed restaurant would require 33 parking spaces ( Fast-Food Restaurant or Drive -Through: one space per 75 sf of gross floor area ). As part of the shopping center remodel, the existing parking lot would be resurfaced and restriped parking to provide 265 parking spaces including seven accessible stalls and nine Electric Vehicle (EV) stalls. Vehicular access to the site wou ld be provided by the three full - access driveways including one existing driveway on St. Francis Boulevard and two existing driveways on Southgate Avenue. Parking would be shared among all uses on site, including the 33 parking spaces required by the new restaurant. The traffic study prepared for the Saint Francis Square Shopping Center Renovation, which include d an analysis of the parking, traffic circulation , and drive-through queuing for the r estaurant and drive-through, determined that there would be no significant impact to traffic circulation from the use (see Attachment C – Traffic Study).
Drive-Through Queuing. An analysis of drive -through lane operations was conducted for the proposed ne w fast -food restaurant to evaluate the adequacy of vehicle queuing spaces and to identify potential adverse effects within the parking lot and at the nearby site driveway on Southgate Avenue. The site plan indicates that the drive -through lane would be approximately 165 feet in length between the southwest corner of the building, where the pick- up window would be located, and the entrance of the drive- through lane, which can accom modate six to seven vehicles.
The drive aisle running between the drive -through lane and the driveway on Southgate Avenue would be approximately 100 feet long, which would accommodate a queue of four vehicles. Based
City Council Staff Report
Use Permit UPR-1-22-15498 and Design Review DR-7-22-15775 Page 3 79 St. Francis Square – New Restaurant and Drive Through June 26, 2023
on an analysis of average service times and comparison of queueing at other similar restaurants, the study concluded queuing at the order board might briefly affect vehicles traveling through the drive aisle during peak periods, but it is not expected to affect the vehicles access the shopping center driveway from Southgate Avenue.
Based on staff review of the proposed plans and traffic study for the new restaurant and drive - through, staff has determined that the proposed restaurant building with drive through merits use permit approval, as th e building would be compatible with existing adjacent uses, adequate utility and infrastructural capacity exists within close proximity to serve the site, and the provision of parking is adequate and, as designed, would not have a detrimental impact to the adjacent neighborhood. In addition, general site con siderations, including s ite layout, open space and topography, orientation and location of buildings, vehicular access, circulation and parking, setbacks, heights, walls, public safety and similar elements have been designed to provide a desirable environment.
Design Review
The proposed new restaurant and drive through is designed to be architectural compatible with the supermarket and retail buildings in the shopping center and the neighborhood character of the project site. The new restaurant exterior building finishes include light grey paint (“Guild Grey”) and light green (“Livable Green”) for the exterior walls , cedar board and batten siding paint ed brown (“Fireweed”), and dark brown (“Armory”) for the roof line trim. The base of the building will consist of stone veneer (“El Dorado Stone, Cut Coarse Stone, Seashell”). Portions of the south and east elevation exterior will consist of dark brown (“Dark Java”) corrugated metal. The south and east elevations will have a black (“Black of Night”) metal canopy installed above the windows with recessed LED lights. There will be steel trellises located on the west, south and east elevations to break up the wall space. LED goose neck down light fixtures will be installed above the trellises and the signage. The windows will consist of clear anodized aluminum, painted black.
The signage of the proposed restaurant will be part of the Saint Francis Square Shopping Center Master Sign Program (under separate use permit review) in compliance with the city requirements for signage within commercial district of the Daly (Chapter 32 Signs).
The subject property is zoned C-N - Neighborhood Commercial, where the maximum building height allowed is 36 feet. The proposed height for the new restaurant would be 22’-6”. Based on the plans submitted by the applicant, the proposed new buildings and façade improvements demonstrate that the project complies with the Zoning Ordinance height maximum.
Based on staff review of the plans for the proposed restaurant and drive through, the project conforms to Chapter 17.45 Design Review of the Daly City Municipal Code. The design of the restaurant includes a contemporary design, utilizing quality exterior materials with architectural details such as base stone veneer and cedar board and batten siding, metal canopy with recessed lighting and goose -neck lighting, anodized windows, and earth tone colors . The exterior materials and colors will be compatible with the new supermarket exterior and the exterior façade improvements of the re tail and restaurant buildings in the shopping center. General architectural considerations have been incorporated in the restaurant and drive through design order to ensure the
City Council Staff Report
Use Permit UPR-1-22-15498 and Design Review DR-7-22-15775 Page 4 79 St. Francis Square – New Restaurant and Drive Through June 26, 2023
compatibility of this development with its design concept and the character of on -site signage including the character, scale and quality of the design, the architectural relationship with the site and other buildings, building materials, and colors.
Environmental Assessment
The proposed restaurant building and drive through is cat egorically exempt from t he California Environmental Quality Act (CEQA) pursuant to Title 14 of the California Code of Regulations, (State CEQA Guidelines) Section 15303 –New Construction or Conversion of Small structures, Class 3 (c), including the construction of a restaurant not exceeding 2,500 square feet in floor area.
Findings
The Planning Commission found that the proposed Use Permit UPR -1-22-15498 and Design Review DR-7-22-15775 would comply with Title 17 (Zoning) of the Daly City Municipal Code.
Approval of the propose d project will not be detrimental to the health, safety, morals, comfort and general welfare of persons residing in or working in the neighborhood or be injurious or detrimental to the property and improvements in the neighborhood or the general welfare of the City. Staff recommends that the City Council adopt the following findings, should it decide to approve the drive-through:
1. In accordance with Title 17 of the Daly City Municipal Code, as well as applicable State zoning enabling legislation, the City Council conducted a public hearing on June 26, 2023.
Notice of said hearing was by newspaper publication, and posting and first class mailing to property owners within 300 feet of the site, on June 15, 2023;
2. The City Council reviewed the proposal under the requirements of the California Environmental Quality Act (CEQA) and has determined the project is Categorically Exempt per Section 15303, Class 3 – New Construction or Conversion of Small Structures.
3. The proposed commercial use building complies with appl icable provisions of the Title 17 (Zoning) of the Daly City Municipal Code, Chapter 17.44 – Use Permits, and Chapter 17.45 – Design Review;
4. The proposed restaurant building with drive through merits use permit approval, as the building would be compati ble with existing adjacent uses, ad equate utility and infrastructural capacity exists within close proximity to serve the site, and the provision of parking is adequate and, as designed, w ould not have a detrimental impact to the adj acent neighborhood;
5. General site considerations, including site layout, open space and topography, orientation and location of buildings, vehicular access, circulation and parking, setbacks, heights, walls, public safety and similar elements have been designed to provide a desirable environment;
6. General architectural considerations have been incorporated to ensure the compatibility of this development with its design concept and the character of on -site signage. These
City Council Staff Report
Use Permit UPR-1-22-15498 and Design Review DR-7-22-15775 Page 5 79 St. Francis Square – New Restaurant and Drive Through June 26, 2023
considerations include, but are not li mited to, the character , scale and quality of the design, the architectural relationship with the site and other buildings, building materials, and colors;
7. General landscape considerations of Chapter 17.41, Landscaping, will be provided to ensure visual re lief, to complement buil dings and structures and to provide an attractive environment for the enjoyment of the public; and
8. The project will minimize the risk to existing public improvements and adjacent private property by providing controlled stormwater r unoff from the site to C ity facilities in full compliance with Order R -2 NPDES Permit No. CAS612008 and Order No. 2010- 0014- DWQ, NPDES No. CAS000002, the statewide National Pollutant Discharge Elimination System (NPDES) General Construction Activity Storm Water Permit.
Conditions of Approval
The Planning Commission recommends the City Council approve the Conditional Use Permit UPR-
1-22-15498 and Design Review DR-7-22-015775, subject to the following conditions and Daly City General Conditions of Approval. Minor deviations from the conditions of approval may be approved by the Pl anning Division. Significant deviations will require review and approv al by the Planning Commission and City Council.
A . DEPARTMENT OF ECONOMIC AND COMMUNITY DEVELOPMENT
General
1. The use permit and design review approval shall be valid for a period of o ne year from the date of City Council approval. The approval s shall terminate if a building permit has not been obtained and construction commenced within one-year of City Council approval of the project or if the applicant fails to obtain a valid business license.
2. The use permit and design review shall be valid only in conjunction with plans submitted and approved by the City Council. Any significant modifications and changes to the plans shall be treated as an amendment and shall be subject to review by a Council C ommittee appointed by the mayor.
3. All buildings, any applicable retai ning walls, fences, and trash enclosure materials and colors must match those as approved. High quality materials shal l be u tilized and final finishes shall be approved by the Director of Economic and Community Development.
Building and Site Design
4. Any reconstruction of the trash enclosure shall be constructed from concrete (CMU is acceptable) and shall receive design el ements similar to those of the restaurant building, including color, materials, and roof design. The enclosure’s doors shall receive a powder - coated metal door painted to match the enclosure’s wall color. The capacity, design, and
City Council Staff Report
Use Permit UPR-1-22-15498 and Design Review DR-7-22-15775 Page 6 79 St. Francis Square – New Restaurant and Drive Through June 26, 2023
location of the structur e shal l be approved by both the Planning Division and Republic Services prior to incorporation in the project plans that are submitted to the Building Division for permit issuance.
5. All rooftop mechanical equipment shall receive a high quality, architecturally compatible, roof screen if visible from the adjacent street or center parking lot, as determined necessary by the Planning Division.
6. All trash enclosures associated with the project shall be constructed from concrete reflecting the design element quality present on restaurant buildings, shall be covered with a roof, and receive anodized heavy-gauge metal doors painted to match/complement the design pres ent in the retail buildings.
7. The applicant shall include signage for the new restaurant consisten t with the Saint Francis Square Shopping Center Sign Progr am to be submitted and reviewed for approval under a separate sign use permit. The submittal and approval of the Sign Program by the City shall occur prior to occupancy of the new supermarket building. All signs, aside f rom major tenant signs and sign th at the Planning Division deems re -usable shall be halo -illuminated only. All signs shall be in proportion to the surface upon which they are mounted.
8. Backflow preventers shall be concealed and/or screened from public view to the satisfaction of the Daly City Community and Economic Development Director prior to issuance of building permit.
B. ENGINEERING DIVISION
9. All improvements, including the on- and off-site improvements and all public service and utility facilities , shall be completed by the applica nt, or shall be incorporated into a development agreement before issuance of a building permit.
10. All improvements shall be consistent with the plans approved by the City Engineer and the Conditions of Approval. All improv ements shall meet the latest Califo rnia Building Code, California Fire Code, Daly City Municipal Code, and the City Standards and Specifications.
11. Provide “will serve letters” from the City’s Water and Wastewater Department for water and s ewer services and Pacific Gas and Electric Company ( PG&E) for gas and electric services.
12. Concurrent with each demolition, grading and drainage permit submittal or as a part of the Improvement Plan package, the Applicant shall prepare a dust control plan. The plan shall conform to the City Standards and com ply with the requirements of the Bay Area Air Quality Management District (BAAQMD) Best Management Practices for dust control. The Applicant shall post a publicly visible sign with the telephone num ber and person to contact
City Council Staff Report
Use Permit UPR-1-22-15498 and Design Review DR-7-22-15775 Page 7 79 St. Francis Square – New Restaurant and Drive Through June 26, 2023
regarding dust complaints. The person shall respond and take corrective action within 48 hours.
13. The applicant and/or Contractor shall have a project sign with a 24 -hour Project contact information for public concerns such as off -site t racking, dust cont rol, noise complaints, ground shaking and any related construction activities. The complaints and responses sha ll be logged, and copies provided to the City Engineer with action status on a weekly basis.
14. Provide erosion and storm water pollution plan inc orporating best management practic es, including operation and maintenance provisions per the requirements appli cable at the time of construction permit application. During the wet/rainy season (October 1 to April 30) the developer shall submit a revised erosion control plan as necessary (every five working days) or as required by the City Engineer and/or his representative.
15. All improvements shall be installed, inspected and approved by the City Engineer prior to issuance of occupancy perm its. In addition, as-built record plans of all impro vements shall be submitted in a form acceptable to the City Engineer prior to issuance of occupancy permits.
16. All utility services shall be provided through underground connections. There shall be no overhead drops. Said improvements shall conform to Daly City and affected Agency’s standards.
17. All plans shall be accompanied by a ll required calculations and studies including geotechnical and impact studies to justify design signed and sealed by a licensed professional engineer.
18. Grading and improvement plan review and approval by the City Engineer are required before any City pe rmit is issued. The improvement plans shall include details for on -site and off -site improvements for vehicular and pedestrian access, parking, tra ffic signs and markings, utility se rvice connections, modifications and extensions of the City’s sewer, storm drain, safety lighting, landscaping, and other public service facilities.
19. The applicant shall apply for a Site Improvement Permit through the Engi neering Division for construction of on- and off-site improvements. Securities for all improvements (on -site and off-site), and applicable fees and charges, shall be submitted with any building permits.
The applicant shall obtain all required permits before commencing work.
20. Comply with t he applicable requirements of the City’s General Condition of Approval:
Variances, Design Reviews, Planned Developments and Subdivisions, dated December 8, 1999.
City Council Staff Report
Use Permit UPR-1-22-15498 and Design Review DR-7-22-15775 Page 8 79 St. Francis Square – New Restaurant and Drive Through June 26, 2023
21. City records show a 48” subdrain runs thr ough the project s ite. If the 48” subdrain is encountered during construction, all construction activity must stop and the subdrain shall be inspected and protected in place to the satisfaction of the Engineering Division.
22. Prior to Building Permit a pproval, the applicant s hall enter into a Landscape Maintenance Agreement in a form acceptable to the City Attorney to ensure the Property Owner will provide long- term maintenance of all street trees, landscaping, irrigation, and pedestrian - scale lighting installed in the public right-of-way. Design of planting and irrigation system shall minimize the extent of irrigation lines , controllers, and valves in the public right -of- way and shall be reviewed and approved by the City Engineer.
23. The applicant shall repair and/or replace additional areas of street pavement, sidewalk, curb, and gutter, streetlights , manhole, catch basins, or any other public infrastructure within the right-of-way damaged by construction activities associated with the project (utility installation, etc.) as required by the City Inspector during construction.
24. The limits of the curb gutter and sidewalk repla cement will span the entire frontage of the proposed development to the nearest expansion joints or score lines.
25. Any modifications t o the development plan t hat affect Republic Services’ abil ity to access the property shall be reviewed and approved by Republic Services. Provide “will serve” letter from Republic Services.
26. Parking stalls span across parcel lines and the proposed project antici pates sharing of parking for multiple uses across multiple lots, such that each lot may not contain the parking required for the same buildings located within the same lot. The applicant shall cause an instrument, to the satisfaction of the City, to be recorded on all proj ect properties to ensure that parking is made available for all uses within the project limits, and such restriction shall remain for any successors in the event that each legal lot is sold off individually or otherwise portions of the project site are under different ownership. A lot line adjustment to merge all parcels together is preferred to carry out this condition.
27. Placement of any monument signs or other permanent fixtures shall be located out of the line of sight of motorists.
28. Install street tree s along the project frontage within the Public Right of Way. Street tree spacing shall be per Daly City Standards and Details.
29. Any modification or replacement to the southern driveway along St. Francis Blvd. will require the new driveway to align with Campana Ave. and meet the City Standard driveway requirements outlined in Daly City Standard Detail S-3.
30. Grading exceeding 50 cubic yards shall require approval of plans and a grading permit. A licensed Civil Engineer shall prepare th e grad ing plans and eros ion control plan in conformance wi th a soil report prepared by a licensed soil engineer or qualifie d civil
City Council Staff Report
Use Permit UPR-1-22-15498 and Design Review DR-7-22-15775 Page 9 79 St. Francis Square – New Restaurant and Drive Through June 26, 2023
engineer in compliance with the NPDES requirements prior to any development on the property.
31. Grading plans shall be reviewed by an independent qual ified Consulting Engineer or Geologist as well as the City Engineer; a letter of compliance from the independent qualified Consulting Engineer or Geologist shall be provided to Engineering prior to the issuance of any permit. The Engineer and/or Geologist, of record, shall be present on- site during the excavation and grading phases of the project and shall submit a written certification that the project civil plans has been implemented as approved.
32. The applicant shall provide fail -safe con ditions for catas trophic events such as 100- year storms, seismic events, system overflows or failu res. Drainage swales shall be provided at the top, intermediate and bottom of slopes and embankments to prevent erosion and degradation of slopes. The project geotechnical rep ort shall include appropriate recommendations regarding the protection of existing and proposed slopes.
33. A Geotechnical Report shall be prepared by a licensed geologist or soils engineer for any proposed retaining wall against the existing adjacent properties.
34. Curb ramps in and around the project site shall utilize the case types in the Caltrans Standard Plans.
35. For on-site retaining walls, indicate if any tiebacks will be used on the project. Tiebacks are not allowed to encroach int o the City’s right- of-way. Plans should include property l ines and adjacent utilities to identify any potential conflicts.
36. Drainage from the site to a public storm drain system or street shall not flow over any sidewalk. On site drainage retention shall b e prov ided to limit the flow rate entering the City’s stor m drain system to the pre -development rate. T he retention facility shall accommodate the excess runoff from a storm of 10-year frequency and two-hour duration as defined in the 1990 Daly City Design Standards.
37. Include impervious and pervious areas for the pre- and post-development site conditions on the plans.
38. All stormwater retention, treatment system or other C.3 or LID improvements shall be located outside of the public right-of-way and maintained by the property owner.
39. All storm water connections and extensions shall be underground.
40. All new r oof drainage shall be treated before being directed toward the public storm drain system.
41. Install pedestrian scale streetlight on the southwest corner o f Southgate Avenue/El D orado Drive. Streetlight to be main tained by the applicant through a landscape m aintenance
City Council Staff Report
Use Permit UPR-1-22-15498 and Design Review DR-7-22-15775 Page 10 79 St. Francis Square – New Restaurant and Drive Through June 26, 2023
agreement. Streetlight and luminaire models shall match those use on the Mission Street Streetscape Project.
42. The project’s electrical transformer(s) shall not be installed within public right-of-way.
C. BUILDING DEPARTMENT
43. Building Permit submittal plans for the restaurant and drive through will be revie wed upon building plan submittal after planning entitlements approved.
44. Hours of operation for al l construction work associated with the subject proje ct shall be 8:00 a.m. to 5:30 p.m., Monday through Friday. There will be no start -up of machines or equipment, no delivery of materials or equipment, and no cleaning or servicing of machines or equipment prior to 7:30 a.m. or after 6:00 p.m. Additionally, there will be no construction work, deliveries, and servicing of the machines and equipment between 6:00 p.m. and 7:30 a.m. and at any time during Saturdays, Sundays and Legal City Holidays. Exceptions t o these time restrictions may be granted by the Building Official for one of the following reasons: (1) inclement weather affecting work, (2) emergency work, or (3) other work, if work and equipment will not create noise or conditions that may be unreasona bly offensive to neighbors as to constitute a nuisance. The Building Official must be notified and approval given, in writing, in advance of said work.
D. DEPARTMENT OF WATER AND WASTEWATER RESOURCES
45. Water service shall be supplied by the private water sy stem. A separate connection to the public water supply will not be permitted.
E. FIRE DEPARTMENT
46. Fire sprinkler system is required for new buildings. Submit plans to NCFA under separate fire permit.
47. For remodels or additional square footage – Sprinklers are required for existing building when the alteration, addition, or repair exceeds 50% of the building gross original area within any 5-year period, per DCMC.
48. Trash enclosures shall be provided with fire sprinkler protection, per DCMC.
49. Provide fire flow information per CFC, Appendix B.
50. Fire extinguishing/hood system required. Submit plans to NCFA under separate fire permit.
51. Monitored fire alarm system is required. Submit plans to NCFA under separate fire permit.
City Council Staff Report
Use Permit UPR-1-22-15498 and Design Review DR-7-22-15775 Page 11 79 St. Francis Square – New Restaurant and Drive Through June 26, 2023
52. Knox Box is required for new/remodeled buildings. Apply for approved hardware at NCFA Administration.
53. Portable fire extinguishers(s) are required. Mount fire extinguishers 3-5 feet above floor.
54. Illuminated address identification is required.
F. POLICE DEPARTMENT
55. The developer shall install interior and exterior surveillance cameras for the Seafood Market and ensue that the new restaurant and new retail building tenants install surveillance cameras for the exterior of their space. Developer shall work with the developer to discus s installation of a license plate reader in the parking lot as an investigative tool for law enforcement to address any security concerns.
Recommendations
Staff recommends that the City Council approve the following recommendations:
1. Adopt the Findings as outlined herein;
2. Affirm the Environmental Assessment;
3. Approve Conditional Use Permit UPR-1-22-15498 and Design Review Permit DR-07-22- 015775, subject to the Conditions of Approved outlined herein.
Staff is available to provide any additional information desired by the Planning Commissioners.
Respectfully submitted,
Sam Fielding Tatum Mothershead
Associate Planner Director of Economic and Community Development
Attachments
Attachment A – Site Location
Attachment B – Project Plans
Attachment C – Traffic Report
Attachment D – Bicycle and Pedestrian Advisory Committee (BPAC) Letter Attachment E – Melinda Hue Letter
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TRASHROOMELECTRICALROOM
RAMPDN.
30 CU YD
331.39TC331.11FL330.83TC330.76FL330.94TC330.50FL
351.74TDC351.72FL351.79FS350.66FS349.35FS347.85FS346.65FS345.88FS344.57FS343.78FS 342.69FS342.17FS
VAN
VAN
VAN
VAN VAN
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EVEVEV
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EVEVEVEVEV
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33'-10"
19'-0"
63'-10"
SUPREME POT RESTAURANTGROUP A2
HAPPY KITCHEN GROUP BM & M MEDICAL SUPPLIES GROUP BABACUS REALTY GROUP B
WESTLAKEJEWELERS GROUP BVACANT GROUP BLECH GORESTAURANTGROUP B
SPEEDYQUEEN LAUNDRY GROUP BSPEEDYQUEEN LAUNDRY GROUP B
HAPAGRESTAURANT GROUP B
VALERIO'S TROPICALBAKESHOP RETAIL GROUP B
PINAY ANGEL RETAIL GROUP B
ST. FRANCIS DENTAL GROUP BTIDY CLEANERSRETAIL GROUP BTHE ELITE SALONRETAIL GROUP BJOHNNY AIR CARGORETAIL GROUP BKADOK'S RESTAURANTGROUP B
BURMA CAFE GROUP B
TC PASTRY GROUP B
11 23
28 31
30 30 30 8
18 7
20 7
7 5
5 4
8'-6"19'-0"
1 2
11 109
876543
R28'-0"
R28'-0" R12'-1"33'-10"
26'-0"
26'-0"
8'-6"19'-0"
19'-0"8'-6"19'-0"8'-6"
9'-0"19'-0"
19'-0"8'-6"
8'-6"19'-0"
16'-0"8'-6"
25'-4"
26'-2"
34'-7"22'-1"
26'-0"
26'-6"
19'-0"8'-6"26'-0"
19'-0"8'-6"26'-0"30'-0"(N) DRIVEWAY
26'-0"8'-6"19'-0"
5'-7"12'-1"12'-4"
26'-4"9'-2"
8'-6"19'-0"26'-0"
47'-6"
20'-0"
25'-5"35'-4"
23'-3"
24'-0"(N) DRIVEWAY
27'-3"18'-0"8'-6"
14'-6"23'-7"
26'-0"
26'-0"
26'-0"
12'-0"5'-0"
12'-0"
12'-0"
12'-0" 10'-6"
4'-6"
14'-3"
11'-5"
44'-5"(E) DRIVE APPROACHTO REMAIN
26'-0"
R52'-0"
R52'-0"
(E) 24'-4"
19'-8"
45'-3"
19'-0"26'-0"19'-0"19'-0"26'-0"19'-0"19'-0"26'-0"19'-0"19'-0" 19'-0"19'-0"8'-6"
19'-0"19'-0"
26'-0"19'-0"
8'-6"
8'-6"19'-0"
19'-0"
16'-0"8'-6"28'-2"
(N) FLOOD LIGHTS UNDERSEPARATE PERMIT TYP.
(N) SITE PLAN
AS1.1 (N) SITE PLANSCALE81" = 30'-0"
GENERAL NOTES1.GENERAL (E) SURFACE DRAINAGE PATTERN, INCLUDING (E) ROOF DRAINAGE LOADTRANSFERRED TO GROUND LEVEL, IS TO REMAIN AS IS.2.THIS IS A CONCEPTUAL SITE PLAN. UNLESS OTHERWISE NOTED, ALL ELEMENTS ANDCONDITIONS ARE EXISTING.3.VEHICULAR ACCESS DRIVES MUST BE PROVIDED AND MAINTAINED SERVICEABLETHROUGHOUT CONSTRUCTION.4.CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS ANDTRAFFIC CONES PER LOCAL REQUIREMENTS. ACCESS TO DRIVEWAYS TO BEMAINTAINED AT ALL TIMES. ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVEDAND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY.5.ALL MATERIALS AND WORKMANSHIP FOR PUBLIC FACILITIES TO CONFORM TO CITYSTANDARD CONSTRUCTION SPECIFICATIONS.6.CONTRACTOR SHALL SWEEP ENTIRE SITE OR PORTIONS OF SITE TO BE USED BY THEPUBLIC AND SURROUNDING RIGHT-OF-WAY AREA OF THE STREET PRIOR TO USE BYTHE GENERAL PUBLIC.7.THE SITE SHALL BE KEPT FREE OF FIRE HAZARDS FROM THE START OFCONSTRUCTION TO FINAL INSPECTION.8.THE G.C. SHALL IMPLEMENT A BEST MANAGEMENT PRACTICE STORMWATER FOR ALLACTIVITIES PER LOCAL REQUIREMENTS.9.THE G.C. IS RESPONSIBLE TO VERIFY ALL UNDERGROUND UTILITIES PRIOR TOPERFORMING EXTERIOR WORK. CALL 811 BEFORE DIGGING.10.G.C. TO VERIFY ANY ABRUPT CHANGE IN LEVEL EXCEEDING 1/2" EXISTING CONCRETESLAB/ASPHALT TRANSITION FROM ENTRY TO PUBLIC WAY/ ACCESS. G.C. TO PROVIDECLEAR PATH OF TRAVEL, OR PER LOCAL ORDINANCES.11.SITE & PARKING ARE EXISTING TO REMAIN UNCHANGED.12.NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDINGNUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT ISPLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THEPROPERTY, CONTRASTING WITH THEIR BACKGROUND, PER LOCAL ORDINANCES.13.THE G.C. IS RESPONSIBLE TO FIELD VERIFY AND LOCATE ALL WET AND DRY UTILITIESCONNECTION POINTS PRIOR TO ANY DEMOLITION OR CONSTRUCTION. (I.E. GAS,WATER AND SEWER, CLEAN OUTS, ETC.14.GENERAL CONTRACTOR SHALL REDUCE CONSTRUCTION WASTE AS REQUIRED BYLOCAL REQUIREMENT.
N
SAINT FRANCIS BLVD
SOUTHGATE AVENUE
PROPOSEDSEAFOOD CITY25,391 S.F.
(E) BUILDING 27200 S.F. (E) BUILDING 316956 S.F. (E) PROPERTY LINE (E) PROPERTY LINE
(E) LOT LINE(E) UTILITY AREAPROTECT IN PLACE(E) POLE &TRANSFORMER (E) STAIRS(N) RAMP
(E) DRIVE AISLE
SWITCHGEAR
(E) BUILDING 113,000 S.F.2019 CALIFORNIA BUILDING CODE (TITLE 24, PART 2), MODIFICATIONS TO (E) ON-SITEPARKING AND (N) PATH OF TRAVEL IMPROVEMENTS UNDER SEPARATE SUBMITTAL(PHASE 1a), SEE TITLE SHEET FOR PROJECT PHASES 2019 CALIFORNIA BUILDING CODE (TITLE 24, PART 2), MODIFICATIONS TO (E) ON-SITEPARKING AND (N) PATH OF TRAVEL IMPROVEMENTS UNDER SEPARATE SUBMITTAL(PHASE 1a), SEE TITLE SHEET FOR PROJECT PHASES
BELHAVEN CT
(N) CL FENCE W/PIPE GUARD
BLDG. 1 (N) FACADERENOVATION AREAUNDER SEPARATE PERMIT
BLDG. 3 (N) FACADERENOVATION AREAUNDER SEPARATEPERMIT
(N) 6" CONCRETEPAD
(N) BUILDING 46,657 S.F.
(N) BUILDING 52,480 S.F.
(N) SHELL BLDG.
12022-06-07PLAN CHECK CORRECTION
1 1
1 APPROVED ADDRESS IDENTIFICATION SHALL BE PROVIDED IN SUCH A POSITION ASTO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THEPROPERTY. SAID NUMBERS SHALL BE ARABIC NUMBER OR ALPHABETICAL LETTERS,AND SHALL BE EITHER INTERNALLY OR EXTERNALLY ILLUMINATED.(DCMC 15.08.120, DCMC 15.00.060) SITE ADDRESS NOTES1
PARKING REQUIRED 250 STALLS(PER TABLE 5 PARKING DEMAND STUDY BY HEXAGON TRANSPORTATIONCONSULTANTS INC.)PARKING PROVIDED:264 STALLS (INCLUDING 7 ACCESSIBLE STALLS)
PARKING SUMMARY
(N) SINGLE POLE TYPE5 "DL151437" UNDERSEPARATE PERMIT TYP. (N) FUTURE (4) EV & (5) EVCSSTALL UNDER SEPARATEPERMIT TYP.(N) ADDITIONAL FUTURE(3) EV STALL UNDERSEPARATE PERMIT TYP.
FIRE LANE REDCURBS BOTH SIDE
FIRE LANE REDCURBS BOTH SIDE
FIRE LANE REDCURBS BOTH SIDE
S H E E T N U M B E RA2418
Plotted: 3/13/2023 10:18 AM (kqais_amorarch) File: 04_a2418_as1.1_new site plan.dwg PROJECT NUMBER2022.04.26DATE
R E V I S I O N S
S T A M P
SHEETS BEARING THIS SEAL AND WET SIGNATUREARE AUTHENTICATED. RESPONSIBILITY FOR ALLOLDER PLANS, SPECIFICATIONS OR INSTRUMENTSARE DISCLAIMED.
P R O J E C TL O C A T I O N119 SAINT FRANCIS BLVD.1420 SOUTHGATE AVENUEDALY CITY, CA 94015
C O N S U L T A N T
S H E E T T I T L E
CCOPYRIGHT 2021 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.
C L I E N T
9431 HAVEN AVENUE, SUITE 212RANCHO CUCAMONGA, CA 91730P. 909.259.9971 | F. 909.944.8409www.AmorArch.comWEST COAST | CENTRAL | EAST COAST SEAFOOD CITY GROUP OFCOMPANIES2883 SURVEYOR STREET,POMONA, CA 91768 LAURENCE [email protected](N) DARK SHELL BUILDINGTESTA
RNFOAOCFLIAI
LICENSEDARCHITECT
WILLIAA.AMORDATE8/31/2023MC - 24421RENEWAL
2 22022-08-09PLAN CHECK CORRECTION
INDICATES FIRE LANE PAINTED RED CURBS
LEGENDACCESSIBLE PATH OF TRAVELPATH OF TRAVEL NOTE:NO ABRUPT CHANGES OF ELEVATION ALONG THE PATH OF TRAVEL SHOWN. THE SLOPE ANDCROSS SLOPE ALONG THE PATH OF TRAVEL SHALL NOT EXCEED 5% AND 2% RESPECTIVELY. 2 (E) ACCESSIBLE PATHOF TRAVEL FROMPUBLIC RIGHT OF WAY2 (N) ACCESSIBLE PATHOF TRAVEL
2 (N)TRASHENCLOSURE W/AUTOMATIC FIRESPRINKLER, WATERBIB & FLOOR DRAINPER DMC.SEE SHT.#AS2.0(N) HEIGHTCLEARANCE BAR (N) DRIVE THROUGHDIRECTIONAL SIGNAGE
(N) DRIVE THRU ORDER/MENU BOARD(N) PREVIEWMENU BOARD(N) SPEAKER POST WITHDETECTOR LOOP
PICK UP POINT& PAY WINDOW
LOADING/UNLOADING RAMP
FUTURE CHARGINGSTATION PEDESTALCONNECT TO SEAFOODCITY PANEL TYP.
FUTURE EV PANELPROVIDE EMPTYCONDUIT CONNECTEDTO SEAFOOD BLDG.
FUTURE CHARGINGSTATION PEDESTAL
FUTURE EV.STATION PEDESTAL
(N)TRASH ENCLOSURE W/AUTOMATIC FIRE SPRINKLER,WATER BIB & FLOOR DRAINPER DMC. SEE SHT.#AS2.0(N)TRASH ENCLOSURE W/AUTOMATIC FIRE SPRINKLER,WATER BIB & FLOOR DRAINPER DMC. SEE SHT.#AS2.0 (N)TRASH ENCLOSURE W/AUTOMATIC FIRE SPRINKLER,WATER BIB & FLOOR DRAINPER DMC. SEE SHT.#AS2.0 (N)TRASH ENCLOSURE W/AUTOMATIC FIRE SPRINKLER,WATER BIB & FLOOR DRAINPER DMC. SEE SHT.#AS2.0 (N) FIREHYDRANT
MODIFIED DRIVE AISLE
FUTURE CHARGING STATION PEDESTALCONNECT TO SEAFOOD CITY PANEL TYP.
PROPOSEDTRANSFORMERFOR 2 PADBUILDINGS
(N) FIREHYDRANT
TYP. UNLESSNOTED
TYP. UNLESSNOTED
TYP. UNLESSNOTED
TYP. UNLESSNOTED
(E) DRIVE AISLE
(E) RETAININGWALL TO REMAIN
(N) FUTURE LOCATION OF NEWTRANS CUT INTO HILL SIDE WITHCMU RETAINING WALL (N) FUTURE LOCATIONOF NEW TRANS
8AS1.2
8AS1.2SEE RETAIL SET
SEE DRIVE THRU SET
(E) RETAININGWALL TO REMAIN(E) RETAININGWALL TO REMAIN
SIGN " NO PEDESTRIAN ACCESS)
2023-02-07 PLANNING CORRECTIONS
PROVIDE (N) POST ANDACCESSIBLE DIRECTIONAL SIGN
PROVIDE (N) POST ANDACCESSIBLE DIRECTIONAL SIGNPROVIDE (N) POST ANDACCESSIBLE DIRECTIONAL SIGN P.O.T. DIRECTIONAL SIGN12_POTs_DRCT_SIGN_011" = 1'-0"SCALE 1'-4"
FINISH SURFACE
SECURE SIGN(s) TO POSTw/ (2) - 3/8" DIA. BOLTS(TOP & BOTTOM)1'-4" 1'-0"DIA.5'-0" A.F.F.+6'-8" MIN. ATACCESSIBLE ROUTE3'-0"3" 3" SQUARE x 14 GA PUNCHEDTUBE POST w/ 3-1/4" x 36"GROUND MOUNT SLEEVE
CONCRETEFOOTING
CONCRETE TACK COAT PAVINGTO CONCRETE PERIMETER
(WHERE OCCURS)TWO SIGNSATTACHMENT DETAILPLAN VIEW
ONE SIGNATTACHMENT DETAILPLAN VIEW(WHERE OCCURS)PEDESTRIANACCESS ROUTE(WHERE OCCURS)PEDESTRIANACCESS ROUTE 4 4-
4-4-
PROVIDE (N) POST ANDACCESSIBLE DIRECTIONAL SIGN4-4-
(E) PROPERTY LINE
(E) PROPERTY LINE
(E) PROPERTY LINE
(E) PROPERTY LINE
(E) PROPERTY LINE(6) BICYCLERACK
(6) BICYCLERACK
(N) LIGHT POLE
(6) BICYCLERACK
(6) BICYCLERACK
ALL STORM WATER CONNECTIONS AND EXTENSIONS SHALL BE UNDERGROUNDELECTRICAL TRANSFORMER SHALL NOT BE INSTALLED WITHIN PUBLIC RIGHT-OF-WAYFIRE HYDRANT (N)TRASH COMPACTOR W/AUTOMATIC FIRE SPRINKLER,WATER BIB & FLOOR DRAINPER DMC. SEE SHT.#AS2.0
SIGHT LINE FOR MOTORISTS
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30 CU YD
331.39TC331.11FL330.83TC330.76FL330.94TC330.50FL
351.74TDC351.72FL351.79FS350.66FS349.35FS347.85FS346.65FS345.88FS344.57FS343.78FS 342.69FS342.17FS
VAN
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VAN
VAN VAN
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33'-10"
19'-0"
63'-10"
SUPREME POT RESTAURANTGROUP A2
HAPPY KITCHEN GROUP BM & M MEDICAL SUPPLIES GROUP BABACUS REALTY GROUP B
WESTLAKEJEWELERS GROUP BVACANT GROUP BLECH GORESTAURANTGROUP B
SPEEDYQUEEN LAUNDRY GROUP BSPEEDYQUEEN LAUNDRY GROUP B
HAPAGRESTAURANT GROUP B
VALERIO'S TROPICALBAKESHOP RETAIL GROUP B
PINAY ANGEL RETAIL GROUP B
ST. FRANCIS DENTAL GROUP BTIDY CLEANERSRETAIL GROUP BTHE ELITE SALONRETAIL GROUP BJOHNNY AIR CARGORETAIL GROUP BKADOK'S RESTAURANTGROUP B
BURMA CAFE GROUP B
TC PASTRY GROUP B
11 23
28 31
30 30 30 8
18 7
20 7
7 5
5 4
8'-6"19'-0"
1 2
11 109
876543
R28'-0"
R28'-0" R12'-1"33'-10"
26'-0"
26'-0"
8'-6"19'-0"
19'-0"8'-6"19'-0"8'-6"
9'-0"19'-0"
19'-0"8'-6"
8'-6"19'-0"
16'-0"8'-6"
25'-4"
26'-2"
34'-7"22'-1"
26'-0"
26'-6"
19'-0"8'-6"26'-0"
19'-0"8'-6"26'-0"30'-0"(N) DRIVEWAY
26'-0"8'-6"19'-0"
5'-7"12'-1"12'-4"
26'-4"9'-2"
8'-6"19'-0"26'-0"
47'-6"
20'-0"
25'-5"35'-4"
23'-3"
24'-0"(N) DRIVEWAY
27'-3"18'-0"8'-6"
14'-6"23'-7"
26'-0"
26'-0"
26'-0"
12'-0"5'-0"
12'-0"
12'-0"
12'-0" 10'-6"
4'-6"
14'-3"
11'-5"
44'-5"(E) DRIVE APPROACHTO REMAIN
26'-0"
R52'-0"
R52'-0"
(E) 24'-4"
19'-8"
45'-3"
19'-0"26'-0"19'-0"19'-0"26'-0"19'-0"19'-0"26'-0"19'-0"19'-0" 19'-0"19'-0"8'-6"
19'-0"19'-0"
26'-0"19'-0"
8'-6"
8'-6"19'-0"
19'-0"
16'-0"8'-6"28'-2"
(N) FLOOD LIGHTS UNDERSEPARATE PERMIT TYP.
(N) SITE PLAN
AS1.1 (N) SITE PLANSCALE81" = 30'-0"
GENERAL NOTES1.GENERAL (E) SURFACE DRAINAGE PATTERN, INCLUDING (E) ROOF DRAINAGE LOADTRANSFERRED TO GROUND LEVEL, IS TO REMAIN AS IS.2.THIS IS A CONCEPTUAL SITE PLAN. UNLESS OTHERWISE NOTED, ALL ELEMENTS ANDCONDITIONS ARE EXISTING.3.VEHICULAR ACCESS DRIVES MUST BE PROVIDED AND MAINTAINED SERVICEABLETHROUGHOUT CONSTRUCTION.4.CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS ANDTRAFFIC CONES PER LOCAL REQUIREMENTS. ACCESS TO DRIVEWAYS TO BEMAINTAINED AT ALL TIMES. ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVEDAND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY.5.ALL MATERIALS AND WORKMANSHIP FOR PUBLIC FACILITIES TO CONFORM TO CITYSTANDARD CONSTRUCTION SPECIFICATIONS.6.CONTRACTOR SHALL SWEEP ENTIRE SITE OR PORTIONS OF SITE TO BE USED BY THEPUBLIC AND SURROUNDING RIGHT-OF-WAY AREA OF THE STREET PRIOR TO USE BYTHE GENERAL PUBLIC.7.THE SITE SHALL BE KEPT FREE OF FIRE HAZARDS FROM THE START OFCONSTRUCTION TO FINAL INSPECTION.8.THE G.C. SHALL IMPLEMENT A BEST MANAGEMENT PRACTICE STORMWATER FOR ALLACTIVITIES PER LOCAL REQUIREMENTS.9.THE G.C. IS RESPONSIBLE TO VERIFY ALL UNDERGROUND UTILITIES PRIOR TOPERFORMING EXTERIOR WORK. CALL 811 BEFORE DIGGING.10.G.C. TO VERIFY ANY ABRUPT CHANGE IN LEVEL EXCEEDING 1/2" EXISTING CONCRETESLAB/ASPHALT TRANSITION FROM ENTRY TO PUBLIC WAY/ ACCESS. G.C. TO PROVIDECLEAR PATH OF TRAVEL, OR PER LOCAL ORDINANCES.11.SITE & PARKING ARE EXISTING TO REMAIN UNCHANGED.12.NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDINGNUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT ISPLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THEPROPERTY, CONTRASTING WITH THEIR BACKGROUND, PER LOCAL ORDINANCES.13.THE G.C. IS RESPONSIBLE TO FIELD VERIFY AND LOCATE ALL WET AND DRY UTILITIESCONNECTION POINTS PRIOR TO ANY DEMOLITION OR CONSTRUCTION. (I.E. GAS,WATER AND SEWER, CLEAN OUTS, ETC.14.GENERAL CONTRACTOR SHALL REDUCE CONSTRUCTION WASTE AS REQUIRED BYLOCAL REQUIREMENT.
N
SAINT FRANCIS BLVD
SOUTHGATE AVENUE
PROPOSEDSEAFOOD CITY25,391 S.F.
(E) BUILDING 27200 S.F. (E) BUILDING 316956 S.F. (E) PROPERTY LINE (E) PROPERTY LINE
(E) LOT LINE(E) UTILITY AREAPROTECT IN PLACE(E) POLE &TRANSFORMER (E) STAIRS(N) RAMP
(E) DRIVE AISLE
SWITCHGEAR
(E) BUILDING 113,000 S.F.2019 CALIFORNIA BUILDING CODE (TITLE 24, PART 2), MODIFICATIONS TO (E) ON-SITEPARKING AND (N) PATH OF TRAVEL IMPROVEMENTS UNDER SEPARATE SUBMITTAL(PHASE 1a), SEE TITLE SHEET FOR PROJECT PHASES 2019 CALIFORNIA BUILDING CODE (TITLE 24, PART 2), MODIFICATIONS TO (E) ON-SITEPARKING AND (N) PATH OF TRAVEL IMPROVEMENTS UNDER SEPARATE SUBMITTAL(PHASE 1a), SEE TITLE SHEET FOR PROJECT PHASES
BELHAVEN CT
(N) CL FENCE W/PIPE GUARD
BLDG. 1 (N) FACADERENOVATION AREAUNDER SEPARATE PERMIT
BLDG. 3 (N) FACADERENOVATION AREAUNDER SEPARATEPERMIT
(N) 6" CONCRETEPAD
(N) BUILDING 46,657 S.F.
(N) BUILDING 52,480 S.F.
(N) SHELL BLDG.
12022-06-07PLAN CHECK CORRECTION
1 1
1 APPROVED ADDRESS IDENTIFICATION SHALL BE PROVIDED IN SUCH A POSITION ASTO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THEPROPERTY. SAID NUMBERS SHALL BE ARABIC NUMBER OR ALPHABETICAL LETTERS,AND SHALL BE EITHER INTERNALLY OR EXTERNALLY ILLUMINATED.(DCMC 15.08.120, DCMC 15.00.060) SITE ADDRESS NOTES1
PARKING REQUIRED 250 STALLS(PER TABLE 5 PARKING DEMAND STUDY BY HEXAGON TRANSPORTATIONCONSULTANTS INC.)PARKING PROVIDED:264 STALLS (INCLUDING 7 ACCESSIBLE STALLS)
PARKING SUMMARY
(N) SINGLE POLE TYPE5 "DL151437" UNDERSEPARATE PERMIT TYP. (N) FUTURE (4) EV & (5) EVCSSTALL UNDER SEPARATEPERMIT TYP.(N) ADDITIONAL FUTURE(3) EV STALL UNDERSEPARATE PERMIT TYP.
FIRE LANE REDCURBS BOTH SIDE
FIRE LANE REDCURBS BOTH SIDE
FIRE LANE REDCURBS BOTH SIDE
S H E E T N U M B E RA2418
Plotted: 3/13/2023 10:18 AM (kqais_amorarch) File: 04_a2418_as1.1_new site plan.dwg PROJECT NUMBER2022.04.26DATE
R E V I S I O N S
S T A M P
SHEETS BEARING THIS SEAL AND WET SIGNATUREARE AUTHENTICATED. RESPONSIBILITY FOR ALLOLDER PLANS, SPECIFICATIONS OR INSTRUMENTSARE DISCLAIMED.
P R O J E C TL O C A T I O N119 SAINT FRANCIS BLVD.1420 SOUTHGATE AVENUEDALY CITY, CA 94015
C O N S U L T A N T
S H E E T T I T L E
CCOPYRIGHT 2021 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.
C L I E N T
9431 HAVEN AVENUE, SUITE 212RANCHO CUCAMONGA, CA 91730P. 909.259.9971 | F. 909.944.8409www.AmorArch.comWEST COAST | CENTRAL | EAST COAST SEAFOOD CITY GROUP OFCOMPANIES2883 SURVEYOR STREET,POMONA, CA 91768 LAURENCE [email protected](N) DARK SHELL BUILDINGTESTA
RNFOAOCFLIAI
LICENSEDARCHITECT
WILLIAA.AMORDATE8/31/2023MC - 24421RENEWAL
2 22022-08-09PLAN CHECK CORRECTION
INDICATES FIRE LANE PAINTED RED CURBS
LEGENDACCESSIBLE PATH OF TRAVELPATH OF TRAVEL NOTE:NO ABRUPT CHANGES OF ELEVATION ALONG THE PATH OF TRAVEL SHOWN. THE SLOPE ANDCROSS SLOPE ALONG THE PATH OF TRAVEL SHALL NOT EXCEED 5% AND 2% RESPECTIVELY. 2 (E) ACCESSIBLE PATHOF TRAVEL FROMPUBLIC RIGHT OF WAY2 (N) ACCESSIBLE PATHOF TRAVEL
2 (N)TRASHENCLOSURE W/AUTOMATIC FIRESPRINKLER, WATERBIB & FLOOR DRAINPER DMC.SEE SHT.#AS2.0(N) HEIGHTCLEARANCE BAR (N) DRIVE THROUGHDIRECTIONAL SIGNAGE
(N) DRIVE THRU ORDER/MENU BOARD(N) PREVIEWMENU BOARD(N) SPEAKER POST WITHDETECTOR LOOP
PICK UP POINT& PAY WINDOW
LOADING/UNLOADING RAMP
FUTURE CHARGINGSTATION PEDESTALCONNECT TO SEAFOODCITY PANEL TYP.
FUTURE EV PANELPROVIDE EMPTYCONDUIT CONNECTEDTO SEAFOOD BLDG.
FUTURE CHARGINGSTATION PEDESTAL
FUTURE EV.STATION PEDESTAL
(N)TRASH ENCLOSURE W/AUTOMATIC FIRE SPRINKLER,WATER BIB & FLOOR DRAINPER DMC. SEE SHT.#AS2.0(N)TRASH ENCLOSURE W/AUTOMATIC FIRE SPRINKLER,WATER BIB & FLOOR DRAINPER DMC. SEE SHT.#AS2.0 (N)TRASH ENCLOSURE W/AUTOMATIC FIRE SPRINKLER,WATER BIB & FLOOR DRAINPER DMC. SEE SHT.#AS2.0 (N)TRASH ENCLOSURE W/AUTOMATIC FIRE SPRINKLER,WATER BIB & FLOOR DRAINPER DMC. SEE SHT.#AS2.0 (N) FIREHYDRANT
MODIFIED DRIVE AISLE
FUTURE CHARGING STATION PEDESTALCONNECT TO SEAFOOD CITY PANEL TYP.
PROPOSEDTRANSFORMERFOR 2 PADBUILDINGS
(N) FIREHYDRANT
TYP. UNLESSNOTED
TYP. UNLESSNOTED
TYP. UNLESSNOTED
TYP. UNLESSNOTED
(E) DRIVE AISLE
(E) RETAININGWALL TO REMAIN
(N) FUTURE LOCATION OF NEWTRANS CUT INTO HILL SIDE WITHCMU RETAINING WALL (N) FUTURE LOCATIONOF NEW TRANS
8AS1.2
8AS1.2SEE RETAIL SET
SEE DRIVE THRU SET
(E) RETAININGWALL TO REMAIN(E) RETAININGWALL TO REMAIN
SIGN " NO PEDESTRIAN ACCESS)
2023-02-07 PLANNING CORRECTIONS
PROVIDE (N) POST ANDACCESSIBLE DIRECTIONAL SIGN
PROVIDE (N) POST ANDACCESSIBLE DIRECTIONAL SIGNPROVIDE (N) POST ANDACCESSIBLE DIRECTIONAL SIGN P.O.T. DIRECTIONAL SIGN12_POTs_DRCT_SIGN_011" = 1'-0"SCALE 1'-4"
FINISH SURFACE
SECURE SIGN(s) TO POSTw/ (2) - 3/8" DIA. BOLTS(TOP & BOTTOM)1'-4" 1'-0"DIA.5'-0" A.F.F.+6'-8" MIN. ATACCESSIBLE ROUTE3'-0"3" 3" SQUARE x 14 GA PUNCHEDTUBE POST w/ 3-1/4" x 36"GROUND MOUNT SLEEVE
CONCRETEFOOTING
CONCRETE TACK COAT PAVINGTO CONCRETE PERIMETER
(WHERE OCCURS)TWO SIGNSATTACHMENT DETAILPLAN VIEW
ONE SIGNATTACHMENT DETAILPLAN VIEW(WHERE OCCURS)PEDESTRIANACCESS ROUTE(WHERE OCCURS)PEDESTRIANACCESS ROUTE 4 4-
4-4-
PROVIDE (N) POST ANDACCESSIBLE DIRECTIONAL SIGN4-4-
(E) PROPERTY LINE
(E) PROPERTY LINE
(E) PROPERTY LINE
(E) PROPERTY LINE
(E) PROPERTY LINE(6) BICYCLERACK
(6) BICYCLERACK
(N) LIGHT POLE
(6) BICYCLERACK
(6) BICYCLERACK
ALL STORM WATER CONNECTIONS AND EXTENSIONS SHALL BE UNDERGROUNDELECTRICAL TRANSFORMER SHALL NOT BE INSTALLED WITHIN PUBLIC RIGHT-OF-WAYFIRE HYDRANT (N)TRASH COMPACTOR W/AUTOMATIC FIRE SPRINKLER,WATER BIB & FLOOR DRAINPER DMC. SEE SHT.#AS2.0
SIGHT LINE FOR MOTORISTS
D
Y
H
VAN
EV
D
Y
H
38'-11"
55'-4"
26'-0"
11 GW
GW
SS
SS
SS
SS
SS
W
W
W
26'-0"
(N) ENLARGED SITE PLAN
AS1.2
(N) ENLARGED SITE PLAN
SCALE
8 1" = 30'-0"
GENERAL NOTES
1. GENERAL (E) SURFACE DRAINAGE PATTERN, INCLUDING (E) ROOF DRAINAGE LOAD TRANSFERRED TO GROUND LEVEL, IS TO REMAIN AS IS.
2. THIS IS A CONCEPTUAL SITE PLAN. UNLESS OTHERWISE NOTED, ALL ELEMENTS AND CONDITIONS ARE EXISTING.
3. VEHICULAR ACCESS DRIVES MUST BE PROVIDED AND MAINTAINED SERVICEABLE THROUGHOUT CONSTRUCTION.
4. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS AND TRAFFIC CONES PER LOCAL REQUIREMENTS. ACCESS TO DRIVEWAYS TO BE MAINTAINED AT ALL TIMES. ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY.
5. ALL MATERIALS AND WORKMANSHIP FOR PUBLIC FACILITIES TO CONFORM TO CITY STANDARD CONSTRUCTION SPECIFICATIONS.
6. CONTRACTOR SHALL SWEEP ENTIRE SITE OR PORTIONS OF SITE TO BE USED BY THE
PUBLIC AND SURROUNDING RIGHT-OF-WAY AREA OF THE STREET PRIOR TO USE BY THE GENERAL PUBLIC.
7. THE SITE SHALL BE KEPT FREE OF FIRE HAZARDS FROM THE START OF CONSTRUCTION TO FINAL INSPECTION.
8. THE G.C. SHALL IMPLEMENT A BEST MANAGEMENT PRACTICE STORMWATER FOR ALL ACTIVITIES PER LOCAL REQUIREMENTS.
9. THE G.C. IS RESPONSIBLE TO VERIFY ALL UNDERGROUND UTILITIES PRIOR TO PERFORMING EXTERIOR WORK. CALL 811 BEFORE DIGGING.
10. G.C. TO VERIFY ANY ABRUPT CHANGE IN LEVEL EXCEEDING 1/2" EXISTING CONCRETE SLAB/ASPHALT TRANSITION FROM ENTRY TO PUBLIC WAY/ ACCESS. G.C. TO PROVIDE CLEAR PATH OF TRAVEL, OR PER LOCAL ORDINANCES.
11. SITE & PARKING ARE EXISTING TO REMAIN UNCHANGED.
12. NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING
NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS
PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, CONTRASTING WITH THEIR BACKGROUND, PER LOCAL ORDINANCES.
13. THE G.C. IS RESPONSIBLE TO FIELD VERIFY AND LOCATE ALL WET AND DRY UTILITIES CONNECTION POINTS PRIOR TO ANY DEMOLITION OR CONSTRUCTION. (I.E. GAS,
WATER AND SEWER, CLEAN OUTS, ETC.
14. GENERAL CONTRACTOR SHALL REDUCE CONSTRUCTION WASTE AS REQUIRED BY LOCAL REQUIREMENT.
N
S
A
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B
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V
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S
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H
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A
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E
A
V
E
N
U
E
(E) PROPERTY LINE
(E) LOT LINE
DRIVE AISLE
2019 CALIFORNIA BUILDING CODE (TITLE 24, PART 2), MODIFICATIONS TO (E) ON-SITE
PARKING AND (N) PATH OF TRAVEL IMPROVEMENTS UNDER SEPARATE SUBMITTAL (PHASE 1a), SEE TITLE SHEET FOR PROJECT PHASES
2019 CALIFORNIA BUILDING CODE (TITLE 24, PART 2), MODIFICATIONS TO (E) ON-SITE
PARKING AND (N) PATH OF TRAVEL IMPROVEMENTS UNDER SEPARATE SUBMITTAL (PHASE 1a), SEE TITLE SHEET FOR PROJECT PHASES
(N) DARK SHELL
BUILDING 5
2,480 S.F.
"CHOWKING
DRIVE-THRU"
APPROVED ADDRESS IDENTIFICATION SHALL BE PROVIDED IN SUCH A POSITION AS
TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. SAID NUMBERS SHALL BE ARABIC NUMBER OR ALPHABETICAL LETTERS, AND SHALL BE EITHER INTERNALLY OR EXTERNALLY ILLUMINATED. (DCMC 15.08.120, DCMC 15.00.060)
SITE ADDRESS NOTES
PARKING REQUIRED
250 STALLS
(PER TABLE 5 PARKING DEMAND STUDY BY HEXAGON TRANSPORTATION CONSULTANTS INC.)
PARKING PROVIDED:
265 STALLS (INCLUDING 7 ACCESSIBLE STALLS)
PARKING SUMMARY
(N) SINGLE POLE TYPE
5 "DL151437" UNDER
SEPARATE PERMIT TYP.
LEGEND
ACCESSIBLE PATH OF TRAVEL
PATH OF TRAVEL NOTE:
NO ABRUPT CHANGES OF ELEVATION ALONG THE PATH OF TRAVEL SHOWN. THE SLOPE AND CROSS SLOPE ALONG THE PATH OF TRAVEL SHALL NOT EXCEED 5% AND 2% RESPECTIVELY.
S H E E T N U M B E R
A2418
Plotted:
1/3/2023 3:16 PM
(
#####
) File:
07_a2418_as1.2_engld site plan.dwg
PROJECT NUMBER
2022.7.14
DATE
R E V I S I O N S
S T A M P
DARK SHELL BLDG. #5
P R O J E C T
L O C A T I O N
ST. FRANCIS BLVD. AND SOUTHGATE AVE.
DALY CITY, CA 94015
S H E E T T I T L E
C
COPYRIGHT 2022 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.
C O N S U L T A N T
9431 HAVEN AVENUE, SUITE 212
RANCHO CUCAMONGA, CA 91730
P. 909.259.9971 | F. 909.944.8409
www.AmorArch.com
WEST COAST
|
CENTRAL
|
EAST COAST
C L I E N T
CHOWKING DRIVE-THRU RESTURAUNT
SHEETS BEARING THIS SEAL AND WET SIGNATURE
ARE AUTHENTICATED. RESPONSIBILITY FOR ALL
OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS
ARE DISCLAIMED.
T
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S
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A
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N
F
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F
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M
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DATE
8/31/2023
M
C - 24421
RENEWAL
DRIVE AISLE
(E) LOT LINE
(N) VAN - ACCESSIBLE
PARKING
INSTALL WATER TO
BUILDING PER CIVIL
INSTALL SANITARY
SWER (SS) TO BUILDING
PER CIVIL
PRE-CAST GREASE
INTERCEPTOR PER
CIVIL DWG.
PARKING STALLS
PARKING STALLS
PARKING STALLS
LANDSCAPE
AREA
(E) ACCESSIBLE PATH
OF TRAVEL FROM
PUBLIC RIGHT OF WAY
ACCESSIBLE PATH OF
TRAVEL
INTERIOR IMPROVEMENT
UNDER SEPARATE PERMIT
PICK UP POINT
& PAY WINDOW
(N) DRIVE THRU
ORDER/ MENU BOARD
(N) SPEAKER POST WITH
DETECTOR LOOP
TYP. UNLESS NOTED
TYP. UNLESS NOTED
(N)TRASH
ENCLOSURE W/
AUTOMATIC FIRE
SPRINKLER, WATER
BIB & FLOOR DRAIN
PER DMC.
SEE SHT.#AS2.0
(N) HEIGHT
CLEARANCE BAR
(N) PREVIEW
MENU BOARD
(N) FIRE
HYDRANT
3 A4.1
12 A4.1
10 A4.1
8 A4.1
6 A5.1
B
TYP.
1 101
101
E
C
A
5 3
1 5
4 2
1 B
D
E
A
ELECTRICAL SWITCHGEAR ROOM
102
103
104
105
106
107
104
103
102
3 TYP.
4 4
4 2
TYP.
2 TYP.
7'-2"
10'-4"
16'-6"
34'-0"
4'-0"
13'-8"
11'-10"
3'-0"
8'-0"
3'-0"
26'-0"
13'-0"
1'-6"
3'-0"
82'-6"
4'-7"
3'-10"
14'-3"
3'-10"
9'-0"
25'-0"
1'-6"
1'-6"
4'-7"
14'-0"
4'-7"
52'-8"
7'-11"
74'-4"
1'-6"
82'-6"
1'-6"
4'-1"
A5.1
A
RISER RM
105
6 30 " x 36" ROO F HATCH LOCA TI ON
5 GENERAL NOTES
FLOOR PLAN AND
A1.1
8 SCALE
1/4" = 1'-0"
FLOOR PLAN
N
2x6 EXTERIOR WALL ASSEMBLY SEE STRUCTURAL DWG.
WALL TYPES
REFER TO SHEET A7.3 FOR PARTITION TYPES
ALL INTERIOR WILL BE SUBMITTED
AS SEPARATE PERMIT APPLICATION
BY TENANT ARCHITECT
(N.I.C.)
S H E E T N U M B E R
A2418
Plotted:
12/1/2022 5:04 PM
(
#####
) File:
11_a2418_a1.1_floor plan.dwg
PROJECT NUMBER
2022.7.14
DATE
R E V I S I O N S
S T A M P
DARK SHELL BLDG. #5
P R O J E C T
L O C A T I O N
ST. FRANCIS BLVD. AND SOUTHGATE AVE.
DALY CITY, CA 94015
S H E E T T I T L E
C
COPYRIGHT 2022 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.
C O N S U L T A N T
9431 HAVEN AVENUE, SUITE 212
RANCHO CUCAMONGA, CA 91730
P. 909.259.9971 | F. 909.944.8409
www.AmorArch.com
WEST COAST
|
CENTRAL
|
EAST COAST
C L I E N T
CHOWKING DRIVE-THRU RESTURAUNT
SHEETS BEARING THIS SEAL AND WET SIGNATURE
ARE AUTHENTICATED. RESPONSIBILITY FOR ALL
OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS
ARE DISCLAIMED.
T
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DATE
8/31/2023
M
C - 24421
RENEWAL
FLOOR PLAN NOTES
1. ALL DRAIN LINES, CONDUITS, ETC. ARE TO BE CONCEALED WHERE POSSIBLE, OTHERWISE, THEY MUST BE A MINIMUM OF 6" OFF THE FLOOR AND NOT RUN ACROSS AISLE SPACE.
2. THE ENTRANCE TO THE BUILDING SHALL BE IDENTIFIED WITH THE INTERNATIONAL SYSMBOL OF ACCESSIBILITY IN WHITE ON A BLUE BACKGROUND, 3" SQ. MIN. MOUNT SIGN ON GLASS AT DOORS.
3. THE TOP OF OUTLET BOX OPERATING HANDLE OF CONTROLS AND SWITCHES INTENDED TO BE USED BY OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, HEATING AND VENTILATING EQUIPMENT SHALL NOT BE MORE THAN 48" ABOVE THE FLOOR OR WORKING PLATFORM. CBC 11B-308.1
4. SEAL AROUND ALL PIPES THRU EXTERIOR WALLS.
5. THE CONTRACTOR SHALL COORDIANTE UTILITIES SO THAT NO CONDUITS OR PLUMBING LINES AREA MOUNTED TO WALLS IN PREP AREAS.
6. PROVIDE WOOD BACKING FOR ALL SINKS AND FIXTURES.
7. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE (UBC 1003.31.8)
10. THE RISER ROOM IS THE STORAGE AREA WHERE THE FIRE SPRINKLER SYSTEM IS LOCATED. CONTAINS PRIMARY WATER INPUT TO THE OVERHEAD FIRE SPRINKLER SYSTEM.
KEY NOTES
2 T1.3
1 2
3 4
TEMPERED GLAZING AT ALL STOREFRONT WINDOWS
INSTALL ACCESSIBLE SIGNAGE AT ENTRY
OUTLINE OF EXTERIOR SOFFIT ABOVE
4X4 TUBE STEEL TRELLIS
5 30" x 36" ROOF HATCH LOCATION ABOVE
METAL STUD INTERIOR WALLS (N.I.C.) ALL INTERIOR
UNDER SEPARATE PERMIT APPLICATION
E
C
A
5 3
1 SLOPE
SLOPE
1/4" MIN. PER FT.
SLOPE
1/4" MIN. PER FT.
SLOPE
SLOPE
SLOPE
T.O. PARAPET
+22'-0"
T.O. PARAPET
+22'-0"
T.O. PARAPET
+18'-0"
T.O. PARAPET
+18'-0"
T.O. PARAPET
+15'-6"
T.O. PARAPET
+15'-6"
T.O. PARAPET
+18'-0"
T.O. PARAPET
+22'-0"
2 TYP.
SLOPE
1/4" MIN. PER FT.
2 TYP.
2 TYP.
2 TYP.
1 TYP.
3 TYP.
3 TYP.
4 5
TYP.
5 TYP.
6 7
2 5
4 1
B
D
E
A
T.O. PARAPET
+18'-0"
ROOF PLAN
A3.1
LINE OF WALL BELOW
METAL CANOPY - SEE EXTERIOR ELEVATIONS AND DETAIL
1 2
3 4
5 6
7 ROOF DRAIN AND OVERFLOW
30" x 36" ROOF HATCH LOCATION
A7.2
2 A7.1
15 TAPERED INSULATION CRICKET
A7.1
14 PACKAGE RTU (ROOF TOP UNIT) LOCATIONS.
ONLY CURB UNIT INSTALLATION UNDER SEPARATE PERMIT
ADHERED PVC MEMBRANE ROOFING SYSTEM SHALL BE 'CARLISLE' - CLASS 'A' FIRE RATING (WHITE AND TAN PVC MEMBRANE ARE TITLE-24 COMPLIANT)
A BASE LAYER OF 2.9" CARLISLE HPH INSULATION LOOSE LAID, .5" SECURSHIELD HD COVER BOARD MECHANICALLY FASTENED INTO THE WOOD DECK WITH #12 INSULFAST SCREWS PER MANUFACTURERE'S REQUIREMENTS .60 MIL CARLISLE SURE-FLEX POLYESTER REINFORCED PVC ADHERED WITH HYDROBOND.
PVC MEMBRANE TO MEET ASTM4434 TYPE IV.
ROOF NOTES
A7.1
9 N
8 SCALE
1/4" = 1'-0"
ROOF PLAN
KEY NOTES
SINGLE-PLY ROOFING SYSTEM WITH RIGID INSULATION OVER ROOF SHEATHING PER MANUFACTURE RECOMMENDATIONS. - SLOPE 1/4" PER FOOT MINIMUM
S H E E T N U M B E R
A2418
Plotted:
12/1/2022 5:04 PM
(
#####
) File:
12_a2418_a3.1_roof plan.dwg
PROJECT NUMBER
2022.7.14
DATE
R E V I S I O N S
S T A M P
DARK SHELL BLDG. #5
P R O J E C T
L O C A T I O N
ST. FRANCIS BLVD. AND SOUTHGATE AVE.
DALY CITY, CA 94015
S H E E T T I T L E
C
COPYRIGHT 2022 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.
C O N S U L T A N T
9431 HAVEN AVENUE, SUITE 212
RANCHO CUCAMONGA, CA 91730
P. 909.259.9971 | F. 909.944.8409
www.AmorArch.com
WEST COAST
|
CENTRAL
|
EAST COAST
C L I E N T
CHOWKING DRIVE-THRU RESTURAUNT
SHEETS BEARING THIS SEAL AND WET SIGNATURE
ARE AUTHENTICATED. RESPONSIBILITY FOR ALL
OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS
ARE DISCLAIMED.
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M
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RENEWAL
COLOR / MATERIAL BOARDA.1.2
PAINT: GUILD GREYSW- 9561PT-1
9431 HAVEN AVE, SUITE 212RANCHO CUCAMONGA, CA 91730909.259.9971 TEL.909.944.8409 FAX.www.AmorArch.com2023.03.30C 2021 AMOR ARCHITECTURAL CORPORATION - All Rights Reserved This plan and concept drawings are property of AMOR ARCHITECTURALCORPORATION. This drawing is loaned without other consideration than theagreement and condition that it is not to be reproduced, copied, or otherwisedisposed of, directly or indirectly, and is not to be used in whole or in part toassist in making or to furnish any information for the making of drawings,prints, apparatus or parts thereof. The acceptance of this drawing will beconstrued as an acceptance of the foregoing conditions and as an admissionof the exclusive ownership of the plan and concept drawings of AMORARCHITECTURAL CORPORATION. This is a conceptual plan only and issubject to changes. AMOR ARCHITECTURAL CORPORATION makes nowarranty nor representation to its accuracy.
CHOWKING DRIVE THRU BLDG.#5
119 SAINT FRANCIS BLVD.1420 SOUTHGATE AVENUEDALY CITY, CA 94015A2418 M A R K E T P L A C E PT-3
ALUMINUMSTOREFRONT"CLEAR ANODIZED"GL-1
PAINT: FIREWEEDSW-6328PT-2PAINT: ARMORYSW-9600
MT-2CORRUGATED METAL [M-2]PAINT: ARMORYSW-9600
PT-4PAINT: LIVEABLE GREENSW-6176
WD-1EL DORADO STONE: CUTCOARSE STONE - SEASHELL
WD-2CEDAR BOARD ANDBATTEN SIDINGPT-2 PT-3
SCALE10 EXTERIOR ELEVATION - EASTSCALE
11 EXTERIOR ELEVATION - NORTH
SCALE33/16" = 1'-0"EXTERIOR ELEVATION - SOUTHSCALE
2 EXTERIOR ELEVATION - WEST (FACING GRAND AVENUE)
3/16" = 1'-0" 3/16" = 1'-0"
3/16" = 1'-0"
MT-2
1 1TYP.PT-1PT-3WD-2PT-2PT-1SG-1PT-3PT-1WD-2PT-2PT-4PT-3 TR-1WD-1WD-1 GL-1GL-1
3'-6"5'-6"
PT-1
245
T.O. PARAPET+15'-6"
FINISH FLOOR0'-0"
T.O. PARAPET+18'-0"
WINDOW SILL+3'-6"
T.O. PARAPET+22'-6"
B.O. SOFFIT+10'-0"
FINISH FLOOR0'-0"
T.O. PARAPET+18'-0"T.O. PARAPET+22'-6" PT-1PT-4WD-2PT-2WD-2PT-2SG-1 GL-1WD-1PT-1
T.O. PARAPET+15'-6"
FINISH FLOOR0'-0"
T.O. PARAPET+18'-0"
B.O. CANOPY+9'-0"
T.O. PARAPET+22'-6"
B.O. SOFFIT+10'-0"
WD-2PT-2PT-1SG-1PT-1PT-3MT-2PT-3CP-1
WD-1GL-1TR-1 PT-1WD-1
MT-1
9'-10"
4'-0"
3'-6"
531 2
FINISH FLOOR0'-0"
T.O. PARAPET+18'-0"T.O. PARAPET+22'-6"
B.O. CANOPY+9'-0"
T.O. PARAPET+15'-6"
MT-1
MT-2PT-3 PT-1PT-3PT-1
WD-1WD-1
CP-1
MT-2
PT-3
CP-1
CP-1 CP-1 CP-1 CP-1
GENERAL NOTES
GENERAL NOTESEXTERIOR ELEVATIONS
A4.1
PROVIDE BLOCKING AS REQUIRED FOR ALL INSTALLATION OFSIGNAGE, TYP.12G.C. TO SUPPLY PAINT SAMPLES FOR APPROVAL PRIOR TO PAINTINGKNOX BOX MOUNTED 4'-0" TO 6'-0" A.F.F. MODEL #3200 RECESSED WITHHINGED DOOR AND TAMPER SWITCH TIED INTO THE BUILDINGS FIREALARM AND/OR SECURITY ALARM SYSTEM.3 S H E E T N U M B E RA2418
Plotted: 2/15/2023 9:25 AM (#####) File: 14_a2418_a4.1_exterior elevs_recover.dwgPROJECT NUMBER2023.2.14DATE
R E V I S I O N S
S T A M PDARK SHELL BLDG. #5P R O J E C TL O C A T I O NST. FRANCIS BLVD. AND SOUTHGATE AVE.DALY CITY, CA 94015S H E E T T I T L E CCOPYRIGHT 2022 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.
C O N S U L T A N T
9431 HAVEN AVENUE, SUITE 212RANCHO CUCAMONGA, CA 91730P. 909.259.9971 | F. 909.944.8409www.AmorArch.comWEST COAST | CENTRAL | EAST COASTC L I E N T
CHOWKING DRIVE-THRU RESTURAUNT
SHEETS BEARING THIS SEAL AND WET SIGNATUREARE AUTHENTICATED. RESPONSIBILITY FOR ALLOLDER PLANS, SPECIFICATIONS OR INSTRUMENTSARE DISCLAIMED.TESTA
RNFOAOCFLIAI
LICENSEDARCHITECT
WILLIAA.AMORDATE8/31/2023MC - 24421RENEWAL
LEGEND - EXTERIOR FINISHES
SIGNAGE
SIGNAGE
SIGNAGE
MT-21TYP.PT-1PT-3WD-2PT-2PT-1SG-1PT-3PT-1WD-2PT-2PT-4PT-3 TR-1WD-1WD-1 GL-1GL-1
3'-6"5'-6"
PT-1
T.O. PARAPET+15'-6"
FINISH FLOOR0'-0"
T.O. PARAPET+18'-0"
WINDOW SILL+3'-6"
T.O. PARAPET+22'-6"
B.O. SOFFIT+10'-0"
FINISH FLOOR0'-0"
T.O. PARAPET+18'-0"T.O. PARAPET+22'-6" PT-1PT-4WD-2PT-2WD-2PT-2SG-1 GL-1WD-1PT-1
T.O. PARAPET+15'-6"
FINISH FLOOR0'-0"
T.O. PARAPET+18'-0"
B.O. CANOPY+9'-0"
T.O. PARAPET+22'-6"
B.O. SOFFIT+10'-0"
WD-2PT-2PT-1SG-1PT-1PT-3MT-2PT-3CP-1
WD-1GL-1TR-1 PT-1WD-1
MT-1
9'-10"
4'-0"
3'-6"FINISH FLOOR0'-0"
T.O. PARAPET+18'-0"T.O. PARAPET+22'-6"
B.O. CANOPY+9'-0"
T.O. PARAPET+15'-6"
MT-1
MT-2PT-3 PT-1PT-3PT-1
WD-1WD-1
CP-1
MT-2
PT-3
CP-1
CP-1 CP-1 CP-1 CP-1
WD-1MT-2MT-1
TR-1
LT-1GL-1
WN-1
CP-1
PT-1
SF-1
CORRUGATED METAL [M-2]FACTORY FINISH COLOR: DARK JAVA
4X4 TUBE STEEL TRELLIS
SAFETY LIGHT FIXTURE (WESLY 1 LIGHT LED OUTDOOR 49278AZTLED)METAL TRIM [M-1] - PAINT: DARK JAVAALUMINUM STOREFRONT SYSTEM - CLEAR ANODIZED DRIVE-THRU WINDOW SYSTEMDRIVE THRU SHELFSG-1
EL DORADO STONE - CUT COARSE STONE - SEASHELL
EXTERIOR SIGNAGE _ UNDER SEPARATE PERMIT
(N) 3/4" HORIZONTAL / VERTICAL REVEALRV-1
PAINT- COLOR: SHERWIN WILLIAMS 9561 - GUILD GREYWD-2CEDAR BOARD AND BATTEN SIDINGPT-2PAINT- COLOR: SHERWIN WILLIAMS 6328 - FIREWEEDPT-3PAINT- COLOR: SHERWIN WILLIAMS 9600 - ARMORY METAL CANOPY (C-CHANNEL FRAME) w/ RECESSED LED LIGHTSCOLOR: SHERWIN WILLIAMS 6993 - BLACK OF NIGHT PT-4PAINT- COLOR: SHERWIN WILLIAMS 6176 - LIVEABLE GREEN
TRASH ENCLOSURE DETAILS
AS2.0
4 1
2022-06-07
PLAN CHECK CORRECTION
S H E E T N U M B E R
A2418
Plotted:
12/9/2022 10:23 AM
(
#######
) File:
04_a2418_as2.0_trash enclosure dtl.dwg
PROJECT NUMBER
2022.04.26
DATE
R E V I S I O N S
S T A M P
SHEETS BEARING THIS SEAL AND WET SIGNATURE
ARE AUTHENTICATED. RESPONSIBILITY FOR ALL
OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS
ARE DISCLAIMED.
P R O J E C T
L O C A T I O N
119 SAINT FRANCIS BLVD.
1420 SOUTHGATE AVENUE
DALY CITY, CA 94015
C O N S U L T A N T
S H E E T T I T L E
C
COPYRIGHT 2021 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.
C L I E N T
9431 HAVEN AVENUE, SUITE 212
RANCHO CUCAMONGA, CA 91730
P. 909.259.9971 | F. 909.944.8409
www.AmorArch.com
WEST COAST
|
CENTRAL
|
EAST COAST
SEAFOOD CITY GROUP OF
COMPANIES
2883 SURVEYOR STREET,
POMONA, CA 91768
LAURENCE TANG
[email protected]
(N) DARK SHELL BUILDING
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8/31/2023
M
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RENEWAL
2 2022-08-09
PLAN CHECK CORRECTION
1/4" = 1'-0"
SCALE
TRASH ENCLOSURE DETAILS
8"X8"X16" CONCRETE BLOCK WALL +6'-0" HIGH FREE-STANDING, PAINT: TO MODULAR BUILDING
4" DIA. STEEL POST. PAINT w/ (2) COATS ZINC PRIMER & (2) COATS SATIN FINISH. PAINT TO MATCH MODULAR BUILDING
RECYCLE BIN - 3 CUBIC YARDS
TRASH BIN - 3 CUBIC YARDS
ATTACH GATE TO GALVANIZED POST WITH (3) HEAVY DUTY GATE HINGES.
FORK LATCH WITH LOCKING CAPABILITY
ENCLOSURE GATE: 5/8" O.C. GALVPIPE WELDED FRAME WITH
2" X 2" X 9 GA. VINYL COATED CHAIN LINK
POST BAND AT 14" O.C., TYP.
9 GA. TIE-WIRE TOP AND BOTTOM, TYP,
6" MIN. THICK CONCRETE APRON IN FRONT OF ENCLOSURE.
CONCRETE SLAB PER STRUCTURAL.
HOSE BIB WITH BACKFLOW PREVENTER
FLOOR DRAIN CONNECTED TO SITE DRAIN
CORRUGATED METAL ROOF DECK: BERRIDGE STRAIGHT S-DECK.
SEE STRUCTURAL PLANS FOR ATTACHMENT DETAILS.
4" STEEL TUBE BEAM. POWDER COATED, PAINT TO MATCH
MODULAR BUILDING.
CROSS STEEL TUBE BEAM
2" X 2" X 9 GA. VINYL COATED CHAIN LINK FENCE
FIRE SPRINKLER PIPE "UNDER SEPARATE PERMIT"
KEY NOTES
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 NOTE:
1. ALL METAL TO RECEIVE (1) COAT OF ZINC CHROMATE PRIMER AND (2) COATS OF MEDIUM ALKYD PAINT.
2. DECORATIVE EXTERIOR FINISH TO BE COMPATIBLE
WITH BUILDING.
3. STRUCTURAL DESIGN TO WITHSTAND 110 MPH MIN. WIND LOAD.
4. SOLID ROOF TO MEET ARCHITECTURAL AND STRUCTURAL DESIGN CRITERIA FROM PLANNING AND BUILDING DEPARTMENTS.
5. INTERIOR WALLS AND FLOORING OF TRASH ENCLOSURE
MUST BE SMOOTH AND SEALED WITH AN APPROVED SEALER.
USE CLEAR COAT MASONRY SEALER BY OKON, INC. OR APPROVED EQUAL.
FLOOR PLAN
RECYCLE
BIN
3 CY
TRASH
BIN
3 CY
3 4
TYP.
9 TYP.
2 9'-4"
7'-11"
TYP.
7 10
14 TYP.
FRONT ELEVATION
5 TYP.
7 TYP.
9 6
8 TYP.
14 1'-9"
3" CLR.
15 TYP.
2 TYP.
TYP.
1 -
1 6'-0"
ROOF PLAN
10'-10"
10'-10"
16 18
2 11'-10"
8'-11"
6"
7'-11"
6"
6"
10'-10"
6"
1/4" SLOPE
PER FOOT
1 8"
9'-6"
8"
11 12
13 15
16 17
18 18
2 5'-8"
8" CONC. BLOCK w/
VERT. & HORZ.BARS.
SOLID GROUT ALL CELLS
PRECAST CAP
NATURAL GRADE
6" CONC. SLAB W/
BARS SEE STRUCT.
FINISH HEAVY BROOM
FINISH, OVER
COMPACTED FILL
2 - #4 CONT. REBAR @
TOP & BOTTOM
18" LAP
CONC. FOOTING
1'-0"
3"
1'-3"
3/4" = 1'-0"
SCALE
TRASH ENCLO. WALL
STUCCO, SEE TRASH
ENCLOSURE ELEV'S
TILE WAINSCOT, SEE
TRASH ENCLO. ELEV'S
TUBE STEEL POST
WHERE OCCURS
8"
1'-8"
30" LAP
#5 DOWEL
3"
2"
DOWEL PER
STRUCT.
6" CONC. CURB
1
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SAINT FRANCIS BOULEVARD
IRRIGATION PLAN
L-2 IRRIGATION PLANSCALEL-21" = 30'-0"
N
PROPOSEDSEAFOOD CITY25,391 S.F.
(E) BUILDING 27200 S.F.(E) BUILDING 316956 S.F.
RETAIL7000 S.F.
RETAIL6150 S.F.
S H E E T N U M B E RA2418
Plotted: 3/14/2023 1:34 PM (richard) File: landscape irrigation plan.dwgPROJECT NUMBER2023.02.22DATE
R E V I S I O N S
S T A M P
SHEETS BEARING THIS SEAL AND WET SIGNATUREARE AUTHENTICATED. RESPONSIBILITY FOR ALLOLDER PLANS, SPECIFICATIONS OR INSTRUMENTSARE DISCLAIMED.
P R O J E C TL O C A T I O N119 SAINT FRANCIS BLVD.1420 SOUTHGATE AVENUEDALY CITY, CA 94015
C O N S U L T A N T
S H E E T T I T L E
CCOPYRIGHT 2021 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.
C L I E N T
9431 HAVEN AVENUE, SUITE 212RANCHO CUCAMONGA, CA 91730P. 909.259.9971 | F. 909.944.8409www.AmorArch.comWEST COAST | CENTRAL | EAST COAST SEAFOOD CITY GROUP OFCOMPANIES2883 SURVEYOR STREET,POMONA, CA 91768 LAURENCE [email protected](N) SHELL BUILDING ANDEXTERIOR RENOVATION ARMSTRONG ANDWALKER280 Mel Canyon RoadDuarte, Ca. 91010Email: [email protected]: (626) 357-4599Landscape Architecture THITEC
OFEATST
OCALIFNIARExp. 03/31/24No. 2293.NANIGAERRETSMEANDLNGPTSARMASDCARORCE (E) BUILDING 1
(N) SHELL BLDG.
NOTE:NO OFF-SITE PLANTINGOR IRRIGATION IS PROPOSEDFOR THIS PROJECT
IRRIGATION AND PLANTING DETAILS
L-3 IRRIGATION AND PLANTING DETAILSSCALEL-3N.T.S.S H E E T N U M B E RA2418 Plotted: 3/14/2023 1:34 PM (richard) File: landscape irrigation and planting details.dwgPROJECT NUMBER2023.02.22DATE
R E V I S I O N S
S T A M P
SHEETS BEARING THIS SEAL AND WET SIGNATUREARE AUTHENTICATED. RESPONSIBILITY FOR ALLOLDER PLANS, SPECIFICATIONS OR INSTRUMENTSARE DISCLAIMED.
P R O J E C TL O C A T I O N119 SAINT FRANCIS BLVD.1420 SOUTHGATE AVENUEDALY CITY, CA 94015
C O N S U L T A N T
S H E E T T I T L E
CCOPYRIGHT 2021 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.
C L I E N T
9431 HAVEN AVENUE, SUITE 212RANCHO CUCAMONGA, CA 91730P. 909.259.9971 | F. 909.944.8409www.AmorArch.comWEST COAST | CENTRAL | EAST COAST SEAFOOD CITY GROUP OFCOMPANIES2883 SURVEYOR STREET,POMONA, CA 91768 LAURENCE [email protected](N) SHELL BUILDING ANDEXTERIOR RENOVATION ARMSTRONG ANDWALKER280 Mel Canyon RoadDuarte, Ca. 91010Email: [email protected]: (626) 357-4599Landscape Architecture THITEC
OFEATST
OCALIFNIARExp. 03/31/24No. 2293.NANIGAERRETSMEANDLNGPTSARMASDCARORCE EROTATOR-NOZZLE-ON-12"-POP-UP-BODY
13.5" (34.3 CM) OPEN DOOR WIDTH5" WIDTH(12.7 CM)12
NOTEMOUNT CONTROLLER LCD SCREEN AT EYE LEVEL,CONTROLLER SHALL BE HARD-WIRED TO GROUNDED110 VAC POWER SOURCE 34 LEGEND:
FRONT ELEVATION
RIGHT ELEVATION
IRRIGATION CONTROLLER (I CORE) PER PLANIRRIGATION CONTROL WIRE IN CONDUITSIZE AND TYPE PER LOCAL CODESELECTRICAL SUPPLY CONDUITCONNECT TO POWER SOURCE, J-BOX INSIDE CONTROLLERADJACENT SURFACE TO MOUNT CONTROLLER PER PLAN 12 344
ISRRIGATION CONTROLLER (I CORE - WALL MOUNT)NOT TO SCALED
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RAMPDN.
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331.39TC331.11FL330.83TC330.76FL330.94TC330.50FL
351.74TDC351.72FL351.79FS350.66FS349.35FS347.85FS346.65FS345.88FS344.57FS343.78FS 342.69FS342.17FS
VAN
VAN
VAN
VAN VAN
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SOUTHGATE AVENUE
SAINT FRANCIS BOULEVARD
PLANTING PLAN
L-1 PLANTING PLANSCALEL-11" = 30'-0"
N
PROPOSEDSEAFOOD CITY25,391 S.F.
(E) BUILDING 27200 S.F.(E) BUILDING 316956 S.F.
RETAIL7000 S.F.
RETAIL6150 S.F.
S H E E T N U M B E RA2418
Plotted: 3/14/2023 1:33 PM (richard) File: landscape planting plan.dwgPROJECT NUMBER2023.02.22DATE
R E V I S I O N S
S T A M P
SHEETS BEARING THIS SEAL AND WET SIGNATUREARE AUTHENTICATED. RESPONSIBILITY FOR ALLOLDER PLANS, SPECIFICATIONS OR INSTRUMENTSARE DISCLAIMED.
P R O J E C TL O C A T I O N119 SAINT FRANCIS BLVD.1420 SOUTHGATE AVENUEDALY CITY, CA 94015
C O N S U L T A N T
S H E E T T I T L E
CCOPYRIGHT 2021 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.
C L I E N T
9431 HAVEN AVENUE, SUITE 212RANCHO CUCAMONGA, CA 91730P. 909.259.9971 | F. 909.944.8409www.AmorArch.comWEST COAST | CENTRAL | EAST COAST SEAFOOD CITY GROUP OFCOMPANIES2883 SURVEYOR STREET,POMONA, CA 91768 LAURENCE [email protected](N) SHELL BUILDING ANDEXTERIOR RENOVATION ARMSTRONG ANDWALKER280 Mel Canyon RoadDuarte, Ca. 91010Email: [email protected]: (626) 357-4599Landscape Architecture THITEC
OFEATST
OCALIFNIARExp. 03/31/24No. 2293.NANIGAERRETSMEANDLNGPTSARMASDCARORCE (E) BUILDING 1
(N) SHELL BLDG.
NOTE:NO OFF-SITE PLANTINGOR IRRIGATION IS PROPOSEDFOR THIS PROJECT
D
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SCALE
4 N
SITE LIGHTING PLAN
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PROPOSED
SEAFOOD CITY
25,391 S.F.
(E) BUILDING 2
7200 S.F.
(E) BUILDING 3
16956 S.F.
RETAIL
7000 S.F.
RETAIL
6150 S.F.
(E) PROPERTY LINE
(E) PROPERTY LINE
(E) LOT LINE
DRIVE AISLE
SWITCHGEAR
(E) BUILDING 1
B
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A
V
E
N
C
T
(N) SHELL BLDG.
1" = 30'-0"
ALL INTERIOR WILL BE SUBMITTED
AS SEPARATE PERMIT APPLICATION
(N.I.C.)
HA-35,37,39
35 37
39 S H E E T N U M B E R
A2418
Plotted:
1/3/2023 3:01 PM
(
#######
) File:
63_a2418_e2.0_site lighthing plan.dwg
PROJECT NUMBER
2022.04.26
DATE
R E V I S I O N S
S T A M P
SHEETS BEARING THIS SEAL AND WET SIGNATURE
ARE AUTHENTICATED. RESPONSIBILITY FOR ALL
OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS
ARE DISCLAIMED.
P R O J E C T
L O C A T I O N
119 SAINT FRANCIS BLVD.
1420 SOUTHGATE AVENUE
DALY CITY, CA 94015
C O N S U L T A N T
S H E E T T I T L E
C
COPYRIGHT 2021 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.
C L I E N T
9431 HAVEN AVENUE, SUITE 212
RANCHO CUCAMONGA, CA 91730
P. 909.259.9971 | F. 909.944.8409
www.AmorArch.com
WEST COAST
|
CENTRAL
|
EAST COAST
SEAFOOD CITY GROUP OF
COMPANIES
2883 SURVEYOR STREET,
POMONA, CA 91768
LAURENCE TANG
[email protected]
(N) SITE LIGHTING
T
E
S
T
A
R
N
F
O
A
O
C
F
L
I
A
I
L
I
C
E
N
S
E
D
A
R
C
H
I
T
E
C
T
W
I
L
L
I
A
A
.
A
M
O
R
DATE
8/31/2023
M
C - 24421
RENEWAL
(N) BUILDING 4
6,657 S.F.
(N) BUILDING 5
2,480 S.F.
D
D
D
331.39TC
331.11FL
330.83TC
330.76FL
330.94TC
330.50FL
Y
Y
351.74TDC
351.72FL
351.79FS
350.66FS
349.35FS
347.85FS
346.65FS
345.88FS
344.57FS
PROPOSED
SEAFOOD CITY
25,391 S.F.
343.78FS
342.69FS
342.17FS
Y
(N) SHELL BLDG.
Y
RETAIL
6150 S.F.
(E) BUILDING 1
RETAIL
7000 S.F.
Y
(E) BUILDING 2
7200 S.F.
(E) BUILDING 3
16956 S.F.
Y
H
H
H
D
D
H
H
H
D
RAMP
DN.
RO
OM
ELECTRIC
AL
TRASH
ROOM
30 CU YD
Lower Main Parking
Illuminance (Fc)
Average = 2.55
Maximum = 5.7
Minimum = 0.8
Avg/Min Ratio = 3.19
Max/Min Ratio = 7.13
Lower Main Parking
Illuminance (Fc)
Average = 2.55
Maximum = 5.7
Minimum = 0.8
Avg/Min Ratio = 3.19
Max/Min Ratio = 7.13
SFC Main Parking
Max/Min Ratio = 9.91
Illuminance (Fc)
Average = 3.31
Maximum = 10.9
Minimum = 1.1
Avg/Min Ratio = 3.01
SFC Main Parking
Max/Min Ratio = 9.91
Illuminance (Fc)
Average = 3.31
Maximum = 10.9
Minimum = 1.1
Avg/Min Ratio = 3.01
W4
W4
W4
W2
W3
W3
W2
W2
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S3
W2
W2
W2
W2
W2
S3
S3
S3
S3
F
S5
F
F
F
F
F
F
F
F
G
G
G
G
G
G
G
G
G
G
G
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
G
G
G
G
G
G
G
G
G
A
A
A
A
G
G
G
A
G
G
G
G
A
A
A
A
A
G
G
G
G
G
G
G
A
A
A
A
A
A
G
G
G
G
G
P5
P5
P4
2.1 2.5
2.5 2.1
1.9 1.7
2.0 2.1
2.5 2.4
2.1 1.9
1.7 2.0
2.1 2.5
2.3 1.9
2.4 2.2
2.1 2.1
2.2 2.1
2.1 2.0
1.8 1.8
1.7 1.6
1.4 1.1
2.4 2.8
3.6 5.3
7.3 7.4
5.5 4.1
3.8 4.1
5.6 7.5
7.3 5.4
4.1 3.8
4.2 5.7
7.5 7.1
4.9 3.0
4.4 4.0
3.8 3.8
3.3 3.1
2.8 2.9
3.3 3.1
3.0 2.5
1.7 1.7
1.4 3.1
3.1 2.9
3.9 4.9
4.2 4.3
5.3 4.3
3.3 4.5
5.2 4.4
4.4 5.3
4.3 3.3
4.5 5.2
4.4 4.3
4.9 3.3
1.6 5.8
5.5 5.5
3.9 3.2
2.4 2.9
4.6 4.5
4.5 2.7
1.6 0.9
2.2 1.3
3.9 3.1
2.0 5.1
4.5 5.6
5.8 3.6
1.8 2.1
4.0 3.6
4.0 2.0
1.3 0.6
3.7 1.8
4.4 5.2
3.9 3.1
7.0 6.7
2.7 0.9
4.3 5.8
4.3 4.1
5.7 7.1
4.0 1.3
4.4 5.3
4.1 3.3
5.8 7.1
4.8 1.5
3.5 4.2
3.7 3.4
5.8 9.0
4.0 1.3
2.7 3.1
3.1 3.8
5.6 9.3
7.5 4.4
7.0 6.6
3.5 1.2
1.8 2.2
2.3 2.7
4.3 3.5
4.4 4.3
3.7 4.4
4.6 7.2
6.3 4.7
6.8 6.5
3.5 1.2
1.2 1.4
1.7 3.0
3.2 3.1
4.0 3.9
3.3 3.3
2.8 3.5
3.6 3.8
5.4 8.9
3.9 1.3
0.4 0.7
0.9 1.0
1.4 2.7
2.2 2.6
4.2 6.3
5.0 3.0
2.8 2.1
2.9 5.9
6.0 3.8
3.5 3.6
6.9 4.8
3.6 5.7
6.7 5.2
3.3 3.6
3.7 4.0
6.4 7.1
4.8 1.5
1.0 3.9
1.7 1.0
1.4 3.8
4.3 3.0
3.3 4.3
3.8 3.3
3.1 2.0
2.3 5.5
5.1 3.1
3.3 5.7
5.2 3.7
3.1 4.1
5.1 5.1
4.0 7.0
6.7 4.4
6.9 7.0
4.2 1.4
1.1 1.5
1.4 1.1
1.4 2.0
2.3 2.1
2.2 2.5
2.5 2.3
2.2 2.1
2.7 5.0
5.1 3.5
2.8 2.9
2.8 2.4
2.2 2.3
2.6 2.8
3.6 6.5
6.2 3.9
4.4 5.8
2.1 2.4
4.5 3.8
2.6 1.0
1.2 4.4
7.4 3.1
1.1 0.8
0.9 1.0
1.1 1.3
1.5 1.7
1.7 1.9
2.1 2.1
2.1 2.1
2.1 2.3
2.8 2.8
2.6 2.4
2.3 2.1
1.9 1.8
1.7 1.9
2.0 2.3
2.6 3.0
3.4 3.5
3.6 2.7
2.7 3.2
3.3 2.7
1.7 1.6
4.5 4.7
2.4 0.9
0.7 0.7
0.9 1.1
1.3 1.7
2.0 2.0
2.1 2.3
2.2 2.2
2.3 2.4
2.4 2.4
2.3 2.3
2.4 2.4
2.2 2.0
1.8 1.7
1.7 1.7
1.8 2.1
3.2 6.2
7.0 4.1
3.9 3.9
4.1 5.0
4.3 2.5
2.3 4.4
3.5 2.1
0.7 0.6
0.7 0.9
1.0 1.4
2.0 2.8
2.7 2.7
2.7 2.6
2.6 2.9
3.0 2.9
2.9 2.7
2.4 2.5
2.9 2.7
2.5 2.4
2.1 1.7
1.6 1.7
2.5 5.7
3.0 1.8
0.6 0.6
0.6 0.8
1.0 1.5
2.3 3.3
3.6 3.4
3.4 2.9
2.6 3.2
3.8 3.6
3.7 2.9
2.4 2.6
3.2 3.4
3.3 3.4
2.6 1.8
1.5 1.8
3.0 6.8
3.9 2.0
0.6 0.6
0.6 0.8
1.1 1.5
2.3 3.1
2.8 3.1
3.1 2.5
2.3 2.7
3.2 3.0
3.1 2.5
2.2 2.4
3.0 2.8
3.2 3.5
2.4 1.7
1.5 2.0
3.2 7.3
6.5 2.5
0.9 0.6
0.7 0.9
1.1 1.6
2.4 3.1
2.6 2.9
2.8 2.4
2.3 2.7
3.2 3.1
3.2 2.6
2.3 2.5
3.0 2.8
3.0 3.1
2.3 1.8
2.1 4.6
7.1 6.6
7.7 3.4
1.2 0.7
0.7 1.0
1.2 1.7
2.2 2.7
2.8 3.0
3.1 2.6
2.6 3.0
3.4 3.2
3.4 2.9
2.5 2.7
3.2 2.9
3.0 3.2
2.4 2.0
2.4 5.4
8.1 6.5
7.6 3.4
1.2 0.7
0.8 1.1
1.3 1.6
1.9 2.2
2.3 2.6
2.9 2.7
2.8 2.9
3.0 2.9
3.0 2.9
2.8 2.8
2.9 2.6
2.5 2.6
2.3 2.0
2.2 2.9
2.7 2.5
6.7 2.8
1.0 0.7
0.9 1.2
1.4 1.5
1.7 1.9
2.0 2.4
2.7 2.7
2.8 2.8
2.8 2.7
2.8 2.8
2.8 2.7
2.7 2.3
2.1 2.1
2.2 2.2
2.4 2.7
1.9 1.5
4.3 2.3
0.9 0.7
0.9 1.2
1.5 1.6
1.7 1.8
1.9 2.2
2.6 2.7
2.7 2.8
2.7 2.6
2.7 2.8
2.7 2.7
2.6 2.2
2.0 1.9
2.1 2.2
2.7 4.4
3.2 2.0
0.8 0.7
0.8 1.1
1.4 1.6
2.0 2.3
2.2 2.4
2.7 2.8
2.8 2.9
2.8 2.8
2.9 2.9
2.8 2.8
2.7 2.4
2.3 2.3
2.3 2.4
2.8 3.9
3.0 2.6
2.5 1.7
0.7 0.7
0.8 1.1
1.3 1.7
2.3 3.0
2.7 2.7
2.9 2.8
2.7 2.9
3.1 3.0
3.1 2.9
2.8 2.8
3.0 2.7
2.8 3.0
2.6 2.4
3.2 5.5
4.3 3.7
2.2 1.4
0.6 0.7
0.8 1.0
1.3 1.8
2.5 3.4
3.2 3.1
3.1 2.6
2.5 3.0
3.5 3.4
3.5 3.0
2.6 2.8
3.3 3.1
3.4 3.5
2.7 2.5
3.5 7.3
4.6 4.2
2.0 1.2
0.6 0.7
0.8 1.1
1.4 1.9
2.6 3.4
2.8 3.0
2.9 2.5
2.4 2.8
3.3 3.3
3.3 2.8
2.5 2.6
3.1 3.0
3.1 3.3
2.8 2.5
3.2 5.1
4.3 3.7
1.9 1.2
0.6 0.4
0.6 0.6
0.6 0.8
1.0 1.3
1.7 2.2
3.0 3.5
3.1 3.2
3.2 2.6
2.5 3.0
3.6 3.5
3.6 3.1
2.7 2.9
3.3 3.2
3.1 3.6
2.9 2.7
3.1 4.2
3.0 2.7
2.1 1.4
0.7 1.0
1.1 1.2
1.3 1.4
1.6 1.9
2.2 2.6
3.1 3.3
3.1 3.1
3.1 2.7
2.7 3.0
3.4 3.4
3.6 3.2
2.9 2.9
3.1 2.9
2.9 3.1
3.1 3.4
4.3 4.2
2.2 2.2
4.4 1.9
0.9 2.0
2.4 2.7
2.8 2.8
2.8 2.8
2.9 3.1
3.4 3.3
3.0 2.7
2.7 2.5
2.5 2.7
2.9 3.0
3.2 3.1
2.8 2.7
2.6 2.4
2.4 2.6
3.1 4.5
9.3 5.2
2.3 1.1
2.8 3.8
4.7 5.0
4.6 4.0
3.6 3.6
3.9 4.1
3.8 3.2
2.7 2.6
2.6 2.5
2.6 2.7
2.8 2.8
2.8 2.7
2.6 2.5
2.3 2.3
2.4 2.9
4.9 10.7
5.7 3.0
1.3 2.8
3.9 4.9
5.1 4.8
3.9 3.7
4.0 4.7
5.1 4.4
3.5 2.9
3.0 3.0
2.9 2.9
2.9 2.7
2.6 2.8
2.9 2.9
2.7 2.6
2.5 2.5
2.8 4.4
9.2 5.3
3.6 1.5
4.0 5.4
6.5 5.3
3.6 3.7
3.6 3.3
3.4 3.1
2.7 2.5
2.6 2.9
3.3 3.2
3.1 3.0
2.7 2.7
3.4 4.1
5.1 3.2
1.5 4.3
6.3 7.7
5.4 4.2
3.7 3.5
3.3 3.4
3.0 2.6
2.3 2.4
2.7 3.2
3.2 3.1
3.4 3.1
2.8 3.4
4.2 5.0
3.2 1.5
4.7 6.7
7.9 5.8
3.5 3.2
3.3 3.0
2.6 2.4
2.5 2.7
3.2 3.1
3.2 3.9
3.2 2.9
3.4 3.6
4.7 3.2
1.5 5.5
6.9 7.1
5.5 3.4
3.1 3.3
3.1 2.8
2.6 2.7
2.9 3.2
3.1 3.6
3.9 3.4
3.1 4.0
5.7 1.9
4.0 2.9
1.5 5.0
6.6 6.5
5.7 3.4
2.7 2.7
2.7 2.6
2.8 2.9
2.8 2.7
2.8 2.8
2.8 2.6
3.1 3.4
3.2 3.2
4.4 6.6
2.9 2.9
2.1 1.3
4.0 6.0
6.1 5.1
4.2 2.8
2.4 2.4
2.4 2.4
2.6 2.8
2.8 2.7
2.8 2.8
2.7 2.5
2.8 3.3
3.2 3.2
4.4 7.6
4.3 3.6
1.9 1.1
1.5 2.6
4.2 5.3
4.5 3.4
2.2 2.2
2.5 2.8
2.7 3.0
3.0 2.8
2.7 2.8
2.9 3.1
2.9 3.2
3.8 3.4
3.3 4.4
7.3 4.4
4.0 1.9
1.1 0.7
1.5 2.5
3.4 3.7
2.9 1.8
2.1 2.7
3.2 3.1
3.4 3.1
2.8 2.7
2.8 3.1
3.5 3.4
3.8 4.2
3.5 3.3
4.5 7.4
4.3 3.6
1.9 1.1
1.2 1.9
2.4 2.4
1.4 1.8
2.5 3.0
3.0 3.2
3.0 2.7
2.6 2.8
3.0 3.5
3.4 3.3
4.0 3.4
3.1 3.8
4.0 3.0
2.7 1.8
1.2 0.8
1.3 1.0
1.3 1.8
2.6 3.1
3.1 3.3
3.1 2.8
2.7 2.9
3.3 3.8
3.6 3.5
3.8 3.4
3.1 3.9
5.7 2.1
2.1 1.8
1.3 0.7
0.9 1.2
1.7 2.2
2.5 2.5
2.7 2.8
2.7 2.7
2.9 3.2
3.4 3.2
3.0 3.1
3.0 3.0
3.7 4.0
2.0 2.0
1.7 1.3
0.9 1.1
1.5 1.8
2.0 2.1
2.4 2.6
2.8 3.0
3.0 3.1
3.2 2.9
2.7 2.7
2.8 3.2
4.6 9.1
2.8 2.5
1.8 1.2
0.9 1.1
1.3 1.5
1.8 2.1
2.6 2.8
3.2 3.4
3.2 3.2
3.3 3.2
2.9 2.9
3.0 3.3
5.4 10.9
4.0 3.4
1.9 1.1
0.9 1.0
1.2 1.3
1.7 2.3
3.1 3.3
3.8 3.8
3.4 3.3
3.7 3.8
3.5 3.5
3.3 3.4
5.5 10.4
4.4 4.0
1.8 1.0
0.9 1.0
1.2 1.5
2.1 2.9
3.2 3.7
3.7 3.5
3.5 3.8
3.9 3.5
3.4 3.0
3.1 5.0
10.6 4.4
3.7 1.8
1.0 0.8
0.9 1.1
1.4 2.1
3.0 3.4
4.0 4.3
4.1 4.1
4.1 4.1
3.4 3.2
2.8 2.7
4.2 8.0
3.2 2.6
0.9 1.1
1.5 2.3
3.2 3.8
4.8 5.5
5.4 4.9
4.4 3.9
3.0 2.8
2.4 2.3
3.4 8.1
1.8 1.7
0.9 1.2
1.7 2.4
3.4 4.5
5.9 6.9
6.2 4.9
4.1 3.1
2.3 2.0
2.0 2.3
3.5 5.5
2.0 1.3
1.2 1.8
2.6 3.8
5.1 6.6
6.4 5.4
4.2 3.2
2.4 1.7
1.4 1.4
1.6 2.1
2.5 1.2
1.7 2.4
3.4 4.2
4.8 1.3
1.9 2.5
0.8 1.1
Luminaire Schedule
Symbol
Qty
Label
Tag
Description
Arrangement
Lum. Watts
Total Watts
40 A
UpDwn Sconce
DL163086
SINGLE
15.0691
602.764
9 F
Flood
DL156393
SINGLE
51 459
39 G
Gooseneck Wall Sconce
DL163087
SINGLE
38 1482
1 P4
Pedestrian Pole Type FT
DL163445
SINGLE
70.7 70.7
2 P5
Pedestrian Pole Type 5
DL163443
SINGLE
70.8 141.6
5 S3
Single Pole Type 3
DL151436
SINGLE
135
675
12 S5
Single Pole Type 5
DL151437
SINGLE
135
1620
8 W2
Wall Pack Type 2
DL162475
SINGLE
82 656
2 W3
Wall Pack Type 3
DL162477
SINGLE
82 164
3 W4
Wall Pack Type 4
DL162478
SINGLE
82 246
Calculation Summary
Label
CalcType
Units
Avg
Max
Min
Avg/Min
Max/Min
All Paved Areas
Illuminance
Fc
3.05 10.9
0.4 7.63
27.25 Lower Main Parking
Illuminance
Fc
2.55 5.7
0.8 3.19
7.13 SFC Main Parking
Illuminance
Fc
3.31 10.9
1.1 3.01
9.91 All electrical work shall comply with National, State, and Local codes including and not limited to the National Electric Code, NFPA 101 Life Safety Code, ASHREA and /or IECC Energy Codes.
T
he information contained in this document is proprietary to CBMC Lighting Solutions. This document is prepared for a specific site and incorporates calculations based on data available from the client at this time. By accepting and using this document, the recipient agrees to protect its contents from further dissemination, (other than that within the organization necessary to evaluate such specification) without the written permission of CBMC Lighting Solutions. the contents of this document are not to be reproduced or copied in whole or in part without the written permission of CBMC Lighting Solutions.
copyright © 2018 CBMC Lighting Solutions all rights reserved.
CB21038-EX5
5855 KOPETSKY DR. SUITE G. | INDIANAPOLIS, IN 46217
317-780-8350| WWW.CBMCINC.COM
SITE LIGHTING LAYOUT
SEE MORE
This lighting pattern represents illumination levels calculated from laboratory data taken under controlled conditions in accordance with IESNA approved methods. Actual performance of any manufacturer's luminaire may vary due to variation in electrical voltage, tolerance in lamps and LED lumen package, location adjustments, and other variable field conditions.
Contractor to check and verify all dimensions on site before commencing any work shown.
Seafood City- Daly City, CA
Project No:
Scale:
Date:
Drawn By:
LP1
Drawing No:
ATM
5 1" = 40'
8/1/22
LIGHTING NOTES:
- Mounting Height = S @ 25'
F @ 20'
W @ 18'
G @ 18'
A @ 7'
P @ 12'
- Light Loss Factor = 0.90
- Footcandle Values Calculated @ Grade
- Reflectance Values - 80/50/20
National Lighting Vendor:
For pricing and technical assistance contact:
Mike Herrell of CBMC INC, tel# 760-777-0274,
[email protected]
10' UTILITY ESMTPER INSTRUMENT NO.93072135
10' UTILITY ESMTPER INSTRUMENT NO.93072135
5' UTILITY ESMTPER BK 4938 PG 85
20' UTILITY ESMT TO PG&EPER BK 49387 PG 83
35' R/W
35' R/W
35'R/W
35'R/W
35'R/W35'R/W
35' R/W
35' R/W
SOUTHGATE AVENUE
CAMPANA AVENUE
SAN MIGUEL AVENUE
BELHAVEN COURT
BELHAVEN AVENUE
PROPOSEDBUILDING 1A25404.50 SQFT
EXISTINGBUILDING 1B±13,150 SF
EXISTINGBUILDING 2±7,462 SFEXISTINGBUILDING 3±17,163 SF PROPOSED BUILDING 46,657 SF
PROPOSEDBUILDING 52,480 SF
SAINT FRANCIS BOULEVARD
EL DORADODRIVE
PROJECT DIRECTORY
SHEET INDEX
N
SITE IMPROVEMENT PLANS1420 SOUTHGATE AVEDALY CITY, CA 94015SEAFOOD CITYCITY OF DALY CITY, COUNTY OF SAN MATEO, STATE OF CALIFORNIA
ABBREVIATIONS
SITE
N
CHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY Know what'sbelowCallbefore you dig.
R
19 Santa AnaSan DiegoSacramentoRiversideDenverBoiseDallasAtlanta 11280 Trade Center DriveRancho Cordova, CA 95742p: 916.635.2444www.tait.comSince 1964ENGINEERING ENVIRONMENTAL BUILDING LANDASSOCIATES& GENERAL NOTES:
DATE: 1/18/23
VICINITY MAP
OVERALL SITE LAYOUT
COVER SHEET
1C1
SHEET NO.SHEET TITLEC1COVER SHEETC2NOTESC3EXISTING CONDITIONS PLANC3.1DEMOLITION PLANC4SITE & HORIZONTAL CONTROL PLANC5GRADING PLANC5.1GRADING PLAN-NORTHC5.2GRADING PLAN-SOUTHC5.3GRADING DETAILSC6UTILITY PLANC7EROSION CONTROL PLANC8EROSION CONTROL NOTESC9SMCWPPP CONSTRUCTION BMPSC10OFFSITE IMPROVEMENT-SOUTHGATE AVEC10.1OFFSITE IMPROVEMENT-SAINT FRANCIS BLVDC11DETAIL SHEETC12DETAIL SHEETC13DETAIL SHEETC14DETAIL SHEET
CHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY Know what'sbelowCallbefore you dig.
R
19 Santa AnaSan DiegoSacramentoRiversideDenverBoiseDallasAtlanta 11280 Trade Center DriveRancho Cordova, CA 95742p: 916.635.2444www.tait.comSince 1964ENGINEERING ENVIRONMENTAL BUILDING LANDASSOCIATES& GENERAL NOTES:
DATE: 1/18/23
GENERAL NOTES
” ’
ADA NOTES
”
” ”
FIRE SYSTEM NOTES
GEOTECHNICAL INFORMATION
DISCREPANCIES
UNDERGROUND FIRE SERVICE NOTES
EARTHWORK FOR CONSTRUCTION NOTES’
ARCHAEOLOGICAL NOTESUTILITY NOTE
CONTRACTOR RESPONSIBILITY
GRADING NOTES
STORMWATER TREATMENT
NOTES
2C2
10' UTILITY ESMTPER INSTRUMENT NO.93072135
10' UTILITY ESMTPER INSTRUMENT NO.93072135
5' UTILITY ESMTPER BK 4938 PG 85
20' UTILITY ESMT TO PG&EPER BK 49387 PG 83
343.30FF
VERTICAL CURB AND GUTTER
VERTICAL CURB AND GUTTER
BUS STOPRAMP
RAMP
STEPSSTEPSSTEPS
RAMP
RAMP
OVERHANG
OVERHANG
OVERHANGOVERHANG
OVERHANG
APPROX.OVERHANG
OVERHANGOVERHANG
GATED ENCLOSUREGATED ENCLOSURENO ACCESS
PLANTERMAILBOX
RETAINING WALL
LOADING BAY
H20 BOXFIRE ALARM
PLANTER
CENTERLINE
CENTERLINEWALK
FIRE SERVICE
CELL -POLESPEED BUMP
6" AC
333.82 AT DOOR333.78 AT DOOR
335.87FF339.28FF339.35FF343.25 AT DOOR343.33FF
345.39FF
347.46FF347.50FF
349.54FF349.60FF
339.32FF343.34FF 347.52FF
RAMP SD-LINE VERIFY
VERIFY
SD-LINE VERIFYABANDONED?
SD-LINE VERIFYSD-LINE VERIFY
VERTICAL CURB AND GUTTER
VERTICAL CURBAND GUTTER
VERIFY
VERIFY
VERIFY
35' R/W
35'R/W
35'R/W
35'R/W
35' R/W
35' R/W
VERIFY
FENCE
FENCE
RAIL
EXISTING BUILDING
EXISTING BUILDINGEXISTING BUILDING
~AC PAVEMENT~
~AC PAVEMENT~
~AC PAVEMENT~~AC PAVEMENT~
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAYSIDEWALKSIDEWALKDRIVEWAY
SIDEWALK
SIDEWALK
PLANTER
PLANTERPLANTER
CONC.CONC.CONC.
CONC.
CONC.
LOADING DOCK
WALK WALK WALK
SIDEWALK
EXISTING BUILDING
EXISTING BUILDING
EXISTING BUILDING
GATE
CONC.
PARKED VECHILES LIMITED ACCESS TO DOORS
SD-LINE VERIFYVERIFY
VERIFY
WALL
UTILITY PANEL
APPROX.OVERHANG
SOUTHGATE AVENUE
CAMPANA AVENUE
BELHAVEN COURT SAINT FRANCIS BOULEVARD
EL DORADODRIVE
CHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY Know what'sbelowCallbefore you dig.
R
19 Santa AnaSan DiegoSacramentoRiversideDenverBoiseDallasAtlanta 11280 Trade Center DriveRancho Cordova, CA 95742p: 916.635.2444www.tait.comSince 1964ENGINEERING ENVIRONMENTAL BUILDING LANDASSOCIATES& GENERAL NOTES:
DATE: 1/18/23
N
EXISTING CONDITIONS PLAN
3C3
LEGEND
SOUTHGATE AVENUE
CAMPANA AVENUE
BELHAVEN COURT SAINT FRANCIS BOULEVARD
EL DORADODRIVE
10' UTILITY ESMTPER INSTRUMENT NO.93072135
10' UTILITY ESMTPER INSTRUMENT NO.93072135
5' UTILITY ESMTPER BK 4938 PG 85
20' UTILITY ESMT TO PG&EPER BK 49387 PG 83
STEPS
RAMP
APPROX.OVERHANG
MAILBOX
PLANTER
6" ACRAMP
35' R/W
35'R/W
35'R/W
35'R/W
35' R/W
35' R/W
APN:008-481-270
APN:008-481-280
APN:008-481-010
APN:008-481-033
APN:008-481-445
APN:008-481-490
APN:008-481-048APN:008-481-047APN:008-481-046
APN:008-481-042
APN:008-481-010
PLANTER
PLANTERCONC.
CONC.
CONC.
LOADING DOCK
WALK WALK WALK
GATE
CONC.
WALL
APPROX.OVERHANG
N
CHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY Know what'sbelowCallbefore you dig.
R
19 Santa AnaSan DiegoSacramentoRiversideDenverBoiseDallasAtlanta 11280 Trade Center DriveRancho Cordova, CA 95742p: 916.635.2444www.tait.comSince 1964ENGINEERING ENVIRONMENTAL BUILDING LANDASSOCIATES& GENERAL NOTES:
DATE: 1/18/23 DEMOLITION PLAN
4C3.1
DEMOLITION NOTES:LEGEND
SOUTHGATE AVENUE
CAMPANA AVENUE
BELHAVEN COURT
PROPOSEDBUILDING 1A25404.50 SQFT
EXISTINGBUILDING 1B±13,150 SF
EXISTINGBUILDING 2±7,462 SFEXISTINGBUILDING 3±17,163 SF PROPOSED BUILDING 46,657 SF
PROPOSEDBUILDING 52,480 SF
SAINT FRANCIS BOULEVARD
EL DORADODRIVE
10' UTILITY ESMTPER INSTRUMENT NO.93072135
10' UTILITY ESMTPER INSTRUMENT NO.93072135
5' UTILITY ESMTPER BK 4938 PG 85
20' UTILITY ESMT TO PG&EPER BK 49387 PG 83
35' R/W
35'R/W
35'R/W
35'R/W
CHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY Know what'sbelowCallbefore you dig.
R
19 Santa AnaSan DiegoSacramentoRiversideDenverBoiseDallasAtlanta 11280 Trade Center DriveRancho Cordova, CA 95742p: 916.635.2444www.tait.comSince 1964ENGINEERING ENVIRONMENTAL BUILDING LANDASSOCIATES& GENERAL NOTES:
DATE: 1/18/23
N
SITE & HORIZONTAL CONTROL PLAN
5C4
SITE PLAN CONSTRUCTION NOTES:LEGEND
10' UTILITY ESMTPER INSTRUMENT NO.93072135
10' UTILITY ESMTPER INSTRUMENT NO.93072135
5' UTILITY ESMTPER BK 4938 PG 85
20' UTILITY ESMT TO PG&EPER BK 49387 PG 83
35' R/W
35'R/W
35'R/W
35'R/W
35' R/W
35' R/W
SOUTHGATE AVENUE
CAMPANA AVENUE
BELHAVEN COURT
PROPOSEDBUILDING 1A25404.50 SQFT
EXISTINGBUILDING 1B±13,150 SF
EXISTINGBUILDING 2±7,462 SFEXISTINGBUILDING 3±17,163 SF PROPOSED BUILDING 46,657 SF
PROPOSEDBUILDING 52,480 SF
SAINT FRANCIS BOULEVARD
EL DORADODRIVE
MATCHLINESEE SHEET C5.1 & C5.2
SEE SHEET C5.3FOR DETAIL A
SEE SHEET C5.3FOR DETAIL C
SEE SHEET C5.3FOR DETAIL B
CHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY Know what'sbelowCallbefore you dig.
R
19 Santa AnaSan DiegoSacramentoRiversideDenverBoiseDallasAtlanta 11280 Trade Center DriveRancho Cordova, CA 95742p: 916.635.2444www.tait.comSince 1964ENGINEERING ENVIRONMENTAL BUILDING LANDASSOCIATES& GENERAL NOTES:
DATE: 1/18/23
N
GRADING PLAN
6C5
10' UTILITY ESMTPER INSTRUMENT NO.93072135
35'R/W
35'R/W
35'R/W
35' R/W
35' R/W
SOUTHGATE AVENUE
CAMPANA AVENUEPROPOSEDBUILDING 1A25404.50 SQFT
PROPOSEDBUILDING 52,480 SF
SAINT FRANCIS BOULEVARD
EL DORADO
CHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY Know what'sbelowCallbefore you dig.
R
19 Santa AnaSan DiegoSacramentoRiversideDenverBoiseDallasAtlanta 11280 Trade Center DriveRancho Cordova, CA 95742p: 916.635.2444www.tait.comSince 1964ENGINEERING ENVIRONMENTAL BUILDING LANDASSOCIATES& GENERAL NOTES:
DATE: 1/18/23
N
MATCHLINE - SEE SHEET C5.2
GRADING PLAN-NORTH
7C5.1
CONSTRUCTION NOTES:LEGEND
10' UTILITY ESMTPER INSTRUMENT NO.93072135
5' UTILITY ESMTPER BK 4938 PG 85
20' UTILITY ESMT TO PG&EPER BK 49387 PG 83
35' R/W
EXISTINGBUILDING 1B±13,150 SF
EXISTINGBUILDING 2±7,462 SFEXISTINGBUILDING 3±17,163 SF PROPOSED BUILDING 46,657 SF
CHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY Know what'sbelowCallbefore you dig.
R
19 Santa AnaSan DiegoSacramentoRiversideDenverBoiseDallasAtlanta 11280 Trade Center DriveRancho Cordova, CA 95742p: 916.635.2444www.tait.comSince 1964ENGINEERING ENVIRONMENTAL BUILDING LANDASSOCIATES& GENERAL NOTES:
DATE: 1/18/23
N
MATCHLINE - SEE SHEET C5.1
GRADING PLAN-SOUTH
8C5.2
SAINT FRANCIS BOULEVARD
SEE SHEET C5.3 FORGRADING DETAIL B
SEE SHEET C5.3 FORGRADING DETAIL A
SEE SHEET C5.3 FORGRADING DETAIL C
CONSTRUCTION NOTES:LEGEND
10' UTILITY ESMTPER INSTRUMENT NO.93072135
10' UTILITY ESMTPER INSTRUMENT NO.93072135
5' UTILITY ESMTPER BK 4938 PG 85
20' UTILITY ESMT TO PG&EPER BK 49387 PG 83
35' R/W
35'R/W
35'R/W
35'R/W
35' R/W
35' R/W
SOUTHGATE AVENUE
CAMPANA AVENUE
BELHAVEN COURT
PROPOSEDBUILDING 1A25404.50 SQFT
EXISTINGBUILDING 1B±13,150 SF
EXISTINGBUILDING 2±7,462 SFEXISTINGBUILDING 3±17,163 SF PROPOSED BUILDING 46,657 SF
PROPOSEDBUILDING 52,480 SF
SAINT FRANCIS BOULEVARD
EL DORADO
CHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY Know what'sbelowCallbefore you dig.
R
19 Santa AnaSan DiegoSacramentoRiversideDenverBoiseDallasAtlanta 11280 Trade Center DriveRancho Cordova, CA 95742p: 916.635.2444www.tait.comSince 1964ENGINEERING ENVIRONMENTAL BUILDING LANDASSOCIATES& GENERAL NOTES:
DATE: 1/18/23
N
GRADING DETAILS
9C5.3
SECTION KEY MAP
GRADING DETAIL A
GRADING DETAIL B
SEE GRADINGDETAIL B
EXISTING BUILDING 3EXISTING BUILDING 2
EXISTING BUILDING 1B
EXISTINGBUILDING 1B
GRADING DETAIL C
SEE GRADINGDETAIL A
SEE GRADINGDETAIL C
SOUTHGATE AVENUE
CAMPANA AVENUEPROPOSEDBUILDING 1A25404.50 SQFT
EXISTINGBUILDING 1B±13,150 SF
EXISTINGBUILDING 2±7,462 SFEXISTINGBUILDING 3±17,163 SF PROPOSED BUILDING 46,657 SF
PROPOSEDBUILDING 52,480 SF
SAINT FRANCIS BOULEVARD
EL DORADODRIVE
10' UTILITY ESMTPER INSTRUMENT NO.93072135
10' UTILITY ESMTPER INSTRUMENT NO.93072135
5' UTILITY ESMTPER BK 4938 PG 85
20' UTILITY ESMT TO PG&EPER BK 49387 PG 83
35' R/W
35'R/W
35'R/W
35'R/W35'R/W
35' R/W
35' R/W
REFER TO SHEETS C10 AND C10.1FOR OFF-SITE UTILITY WORK
CHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY Know what'sbelowCallbefore you dig.
R
19 Santa AnaSan DiegoSacramentoRiversideDenverBoiseDallasAtlanta 11280 Trade Center DriveRancho Cordova, CA 95742p: 916.635.2444www.tait.comSince 1964ENGINEERING ENVIRONMENTAL BUILDING LANDASSOCIATES& GENERAL NOTES:
DATE: 1/18/23
N
BACKFLOW PREVENTION NOTESUTILITY NOTES
UTILITY PLAN
10C6
WET UTILITY CONSTRUCTION NOTES:LEGEND
WATER EASEMENT NOTE
SOUTHGATE AVENUE
CAMPANA AVENUEPROPOSEDBUILDING 1A25404.50 SQFT
EXISTINGBUILDING 1B±13,150 SF
EXISTINGBUILDING 2±7,462 SFEXISTINGBUILDING 3±17,163 SF PROPOSED BUILDING 46,657 SF
PROPOSEDBUILDING 52,480 SF
SAINT FRANCIS BOULEVARD
EL DORADODRIVE
10' UTILITY ESMTPER INSTRUMENT NO.93072135
10' UTILITY ESMTPER INSTRUMENT NO.93072135
5' UTILITY ESMTPER BK 4938 PG 85
20' UTILITY ESMT TO PG&EPER BK 49387 PG 83
35' R/W
35'R/W
35'R/W
35'R/W35'R/W
CHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY Know what'sbelowCallbefore you dig.
R
19 Santa AnaSan DiegoSacramentoRiversideDenverBoiseDallasAtlanta 11280 Trade Center DriveRancho Cordova, CA 95742p: 916.635.2444www.tait.comSince 1964ENGINEERING ENVIRONMENTAL BUILDING LANDASSOCIATES& GENERAL NOTES:
DATE: 1/18/23
N
LEGENDFIBER ROLLS OR SILT FENCEINLET SEDIMENT CONTROLCONCRETE WASHOUTSTABILIZED CONSTRUCTIONSITE ACCESSPERMANENT LANDSCAPEAREA
TEMPORARY CHAIN LINKCONSTRUCTION FENCING
EROSION CONTROL PLAN
11C7
EROSION CONTROL NOTES:
EROSION CONTROL NOTES
12 CONSTRUCTION SITE MAINTENANCE NOTES:
C8CHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY Know what'sbelowCallbefore you dig.
R
19 Santa AnaSan DiegoSacramentoRiversideDenverBoiseDallasAtlanta 11280 Trade Center DriveRancho Cordova, CA 95742p: 916.635.2444www.tait.comSince 1964ENGINEERING ENVIRONMENTAL BUILDING LANDASSOCIATES& GENERAL NOTES:
DATE: 1/18/23
NPDES NOTES:
STORMWATER POLLUTION NOTES:
ADDITIONAL EROSION AND SEDIMENT CONTROL NOTES:
SMCWPPP CONSTRUCTION BMPs
13C9CHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY Know what'sbelowCallbefore you dig.
R
19 Santa AnaSan DiegoSacramentoRiversideDenverBoiseDallasAtlanta 11280 Trade Center DriveRancho Cordova, CA 95742p: 916.635.2444www.tait.comSince 1964ENGINEERING ENVIRONMENTAL BUILDING LANDASSOCIATES& GENERAL NOTES:
DATE: 1/18/23
35'R/W35'R/W
SOUTHGATE AVENUE
PROPOSEDBUILDING 1A25404.50 SQFT
PROPOSEDBUILDING 52,480 SF
EL DORADODRIVE
CHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY Know what'sbelowCallbefore you dig.
R
19 Santa AnaSan DiegoSacramentoRiversideDenverBoiseDallasAtlanta 11280 Trade Center DriveRancho Cordova, CA 95742p: 916.635.2444www.tait.comSince 1964ENGINEERING ENVIRONMENTAL BUILDING LANDASSOCIATES& GENERAL NOTES:
DATE: 1/18/23
N
OFFSITE IMPROVEMENT-SOUTHGATE AVE
14C10
MATCHLINE - SEE SHEET C10.1
CONSTRUCTION NOTES:
LEGEND
SOUTHGATE AVENUE WATER LINE CONNECTION
N
UTILITY NOTES
10' UTILITY ESMTPER INSTRUMENT NO.93072135
10' UTILITY ESMTPER INSTRUMENT NO.93072135
35'R/W35'R/WCAMPANA AVENUE
PROPOSED BUILDING 4
6,657 SF
PROPOSEDBUILDING 52,480 SFSAINT FRANCIS BOULEVARD
CHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY Know what'sbelowCallbefore you dig.
R
19 Santa AnaSan DiegoSacramentoRiversideDenverBoiseDallasAtlanta 11280 Trade Center DriveRancho Cordova, CA 95742p: 916.635.2444www.tait.comSince 1964ENGINEERING ENVIRONMENTAL BUILDING LANDASSOCIATES& GENERAL NOTES:
DATE: 1/18/23OFFSITE IMPROVEMENT-SAINT FRANCIS BLVD
15C10.1
MATCHLINE - SEE SHEET C10
N
SAINT FRANCIS BOULEVARD WATER LINE CONNECTION
N
LEGEND
CONSTRUCTION NOTES:
UTILITY NOTES
1AC PAVEMENT SECTION2
····
CONCRETE PAVEMENT SECTION
7DETECTABLE WARNING SURFACETYPICAL CURB RAMPS6
4'-0" MIN.VERIFYPLANTER6'-0" TYP.VERIFY
CURB FLUSHWITH RAMP
6'-0" MIN.VERIFY8.33% MAX.RAMP DOWN3'-0"MIN.8.33% MAX.RAMP DOWN LANDING - 2% MAX SLOPE INANY DIRECTION
ACCESSIBLE PATHSTRIPINGCONCRETE TRANSITION TOMATCH CURB - 2% SLOPE MAX- FLUSH WITH DETECTABLEWARNING DETECTABLE WARNINGSURFACE - SET 6" MIN., 8" MAX.FROM CURB FACECONCRETE TRANSITION TOMATCH CURB - 2% SLOPE MAX- FLUSH WITH DETECTABLEWARNING NOTES:1.CURB RAMPS ARE ≥48" WIDE WITH ASLOPE OF ≤1:12(8.33%).2.THE LANDING AT THE TOP OF CURB SHALLBE LEVEL AND ≥48" DEPTH FOR THEENTIRE WIDTH OF CURB RAMP.3.THE SLOPE OF FANNED OR FLARED SIDESOF CURB RAMPS SHALL NOT EXCEED 1:10.4.THE SURFACE OF ALL CURB RAMPS ANDTHE FLARED SIDES ARE TO BE SLIPRESISTANT, AND CONTRASTING FROMTHE ADJACENT SIDEWALK FINISH.5.DETECTABLE WARNINGS SHALL EXTENDTHE FULL WIDTH OF THE RAMP AND 36INCHES IN DIRECTION OF TRAVEL.6.ALL CURB RAMPS THAT TRANSITION INTOTHE STREET OR DRIVEWAY SHALL NOTEXCEED A 5% MAXIMUM RUNNING SLOPEFOR A DISTANCE OF 48 INCHES INTO THESTREET. AT ACCESSIBLE PARKINGTRANSITIONS, SLOPE SHALL NOT EXCEED2% IN ANY DIRECTION.4'-0" MIN.VERIFY 10% MAXCURB FLUSHWITH RAMPCURB FLUSHWITH RAMP
4'-0" MIN.*6'-0" TYP.VERIFYVERIFY*5'-0"REQUIRED @OUTSWINGINGDOOR LANDING3'-0" MIN.
DETECTABLE WARNING - SET 6"MIN., 8" MAX. FROM CURB FACE
8.33% MAX.RAMPDOWN
LANDING - 2% MAX SLOPE INANY DIRECTION
10% MAX
3'-0"MIN.
CURB CUT WITH COBBLE13
CONCRETE SIDEWALK3
··
CONCRETE CURB4
·
ONLY
VANACCESSIBLE
PARKINGMINIMUMFINE $250
ACCESSIBLE PARKING SIGN8
ACCESSIBLE PATH SIGN9
UNAUTHORIZED PARKING SIGN5
TRAFFIC ARROW SYMBOLSTOP BAR SYMBOLPAVEMENT MARKINGS10STOP SIGN11 BIORETENTION AREA CROSS SECTION14
CONCRETE CURB & GUTTER12
·
DETAIL SHEETCHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY 19 Santa AnaSan DiegoSacramentoRiversideDenverBoiseDallasAtlanta 11280 Trade Center DriveRancho Cordova, CA 95742p: 916.635.2444www.tait.comSince 1964ENGINEERING ENVIRONMENTAL BUILDING LANDASSOCIATES&DATE: 1/18/23 16C11 ACCESSIBLE PARKING STALL DETAIL15
DETAIL SHEETCHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY 19 Santa AnaSan DiegoSacramentoRiversideDenverBoiseDallasAtlanta 11280 Trade Center DriveRancho Cordova, CA 95742p: 916.635.2444www.tait.comSince 1964ENGINEERING ENVIRONMENTAL BUILDING LANDASSOCIATES&DATE: 1/18/23 17C12
DETAIL SHEETCHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY 19 Santa AnaSan DiegoSacramentoRiversideDenverBoiseDallasAtlanta 11280 Trade Center DriveRancho Cordova, CA 95742p: 916.635.2444www.tait.comSince 1964ENGINEERING ENVIRONMENTAL BUILDING LANDASSOCIATES&DATE: 1/18/23 18C13
DETAIL SHEETCHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY 19 Santa AnaSan DiegoSacramentoRiversideDenverBoiseDallasAtlanta 11280 Trade Center DriveRancho Cordova, CA 95742p: 916.635.2444www.tait.comSince 1964ENGINEERING ENVIRONMENTAL BUILDING LANDASSOCIATES&DATE: 1/18/23 19C14
Memorandum
Date: February 13, 2023
To: Laurence Tang, Seafood City
From: Kai-ling Kuo, Michelle Hunt
Subject: Local Traffic Analysis and Parking Study for the Proposed Expansion of the St.
Francis Square Shopping Center in Daly City, California This memorandum presents the results of a local traffic analysis (LTA) and parking study for the proposed expansion of the St. Francis Square Shopping Center in Daly City, California. The project site is located at the southeast corner of St. Francis Boulevard and Southgate Avenue (see Figure 1). The project proposes to construct a 2,480 square foot (s.f.) fast-food restaurant (Chowking) with a drive-thru lane at the northwest corner of the site. The restaurant will be open from 7 AM to 9 PM, which is the same hours as the existing Chowking in South San Francisco. The project also would expand the size of the existing grocery store by 4,756 s.f. (from 20,649 s.f. to 25,405 s.f.) and add a new retail building with 6,657 s.f. With the project, the building space within the shopping center would increase from 57,955 s.f. to 71,848 s.f. The existing grocery space is currently unoccupied.
Therefore, the currently occupied space within the shopping center is 37,306 s.f.
Vehicular access to the site would be provided by the three full-access driveways including one existing driveway on St. Francis Boulevard and two existing driveways on Southgate Avenue (see Figures 2 and 3). Parking would be shared among all uses on site. The project would consolidate the number of existing driveways from two to one on St. Francis Boulevard and four to two on Southgate Avenue.
This LTA evaluates the project’s effect on weekday AM and PM peak-hour traffic conditions at the St. Francis Boulevard and Southgate Avenue intersection, queuing at the study intersection, site access, on-site circulation, drive-thru queuing, and parking.
Project Trip Estimates
The magnitude of traffic produced by a new development and the locations where that traffic would appear are estimated using a three-step process: (1) trip generation, (2) trip distribution, and (3) trip assignment. In determining project trip generation, the magnitude of traffic entering and exiting the site is estimated for the AM and PM peak hours. As part of the project trip distribution, the directions to and from which the project trips would travel are estimated. In the project trip assignment, the project trips are assigned to specific streets and intersections. These procedures are described below.
Trip Generation
Trip generation rates resulting from new developments typically are estimated using trip rates published in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition.
Trips that would be generated by the proposed additions of the shopping center were estimated using the ITE trip rates for “Shopping Plaza (40-150k)” (Land Use 821). The “Shopping Plaza” category refers to an integrated group of commercial establishments with 40,000 to 150,000 square feet of gross leasable area (GLA). This category includes the trip data for a wide scale of retail/commercial uses from neighborhood centers. Its major tenant is often a supermarket.
Skyline Dr Higate Dr
Southgate Ave
Skyline Blvd
St Francis Blvd
Lakeshire Dr
Callan Blvd
Serramonte Blvd
Clarinada Ave
Lincoln Ave
Cerro Dr
Belhaven Ave
el Dorado Dr
Northaven Dr
Midvale Dr
Belhaven Ct
Escuela Dr
Daly City
280
1 1
X = Study Intersection
= Site Location
LEGEND
St. Francis Square Local Traffic Analysis and Parking Study Figure 1
Site Location and Study Intersection
D
Y
H
DYH
DYH
DYH
DYH
DYH
TRASH
ROOM
ELECTRICAL
ROOM
RAM
P
DN.
30 CU
YD
331.39TC
331.11FL 330.83TC
330.76FL 330.94TC
330.50FL
351.74TDC
351.72FL
351.79FS
350.66FS
349.35FS
347.85FS
346.65FS
345.88FS
344.57FS
343.78FS
342.69FS
342.17FS
VAN
VAN
VAN
VAN
VAN
DYH
EV EV EV
EV
EV
EVEVEVEVEV
DY
H
DY
H
33'-10"
19'-0"
63'-10"
SUPREME POT RESTAURANT
GROUP A2
HAPPY KITCHEN
GROUP B
M & M MEDICAL SUPPLIES
GROUP B
ABACUS REALTY
GROUP B
WESTLAKE
JEWELERS
GROUP B
VACANT
GROUP B
LECH GO
RESTAURANT
GROUP B
SPEEDYQUEEN LAUNDRY
GROUP B
SPEEDYQUEEN LAUNDRY
GROUP B
HAPAG
RESTAURANT
GROUP B
VALERIO'S TROPICAL
BAKESHOP RETAIL
GROUP B
PINAY ANGEL
RETAIL
GROUP B
ST. FRANCIS DENTAL
GROUP B
TIDY CLEANERS
RETAIL
GROUP B
THE ELITE SALON
RETAIL
GROUP B
JOHNNY AIR CARGO
RETAIL
GROUP B
KADOK'S RESTAURANT
GROUP B
BURMA CAFE
GROUP B
TC PASTRY
GROUP B
11 23
28 31
3030308
18 7
20 7
7 5
5 4
9'-0"
10'-0"
8'-6"
19'-0"
1 2
11 10
9 8
7 6
5 4
3 R28'-0"
R28'-0"
R12'-1"
33'-10"
26'-0"
26'-0"
8'-6"
19'-0"
19'-0"
8'-6"
19'-0"8'-6"
9'-0"
19'-0"
19'-0"
8'-6"
8'-6"
19'-0"
16'-0"
8'-6"
25'-4"
26'-2"
34'-7"
22'-1"
26'-0"
26'-6"
19'-0"
8'-6"
26'-0"
19'-0"
8'-6"
26'-0"
30'-0"(N) DRIVEWAY
26'-0"
8'-6"19'-0"
5'-7"
12'-1"
12'-4"
26'-4" 9'-2"
8'-6"
19'-0"
26'-0"
47'-6"
20'-0"
25'-5"
35'-4"
23'-3"
24'-0"
(N) DRIVEWAY
27'-3"
18'-0"8'-6"
14'-6"
23'-7"
26'-0"
26'-0"
26'-0"
12'-0"
5'-0"
12'-0"
12'-0"
12'-0"
10'-6"
4'-6"
14'-3"
11'-5"
44'-5"
(E) DRIVE APPROACH
TO REMAIN
26'-0"
R52'-0"
R52'-0"
(E) 24'-4"
19'-8"
45'-3"
19'-0" 26'-0" 19'-0" 19'-0" 26'-0" 19'-0" 19'-0" 26'-0" 19'-0" 19'-0"
19'-0" 19'-0"
8'-6"
19'-0"19'-0"
26'-0"
19'-0"
8'-6"
8'-6"
19'-0"
19'-0"
16'-0"
8'-6"
28'-2"
6'-6"
(N) FLOOD LIGHTS UNDER
SEPARATE PERMIT TYP.
N
S
A
I
N
T
F
R
A
N
C
I
S
B
L
V
D
S O U T H G A T E A V E N U E
PROPOSED
SEAFOOD CITY
25,391 S.F.
(E) BUILDING 2
7200 S.F.(E) BUILDING 3
16956 S.F.
(E) PROPERTY LINE
(E) PROPERTY LINE
(E) LOT LINE
(E) UTILITY AREA
PROTECT IN PLACE
(E) POLE &
TRANSFORMER
(E) STAIRS
(N) RAMP
(E) DRIVE AISLE
SWITCHGEAR
(E) BUILDING 1
13,000 S.F.
B E L H A V E N C T
(N) CL FENCE W/
PIPE GUARD
BLDG. 1 (N) FACADE
RENOVATION AREA
UNDER SEPARATE PERMIT
BLDG. 3 (N) FACADE
RENOVATION AREA
UNDER SEPARATE
PERMIT
(N) 6" CONCRETE
PAD
(N) BUILDING 4
6,657 S.F.
(N) BUILDING 5
2,480 S.F.
(N) SHELL BLDG.
1 1
(N) SINGLE POLE TYPE
5 "DL151437" UNDER
SEPARATE PERMIT TYP.
(N) FUTURE (4) EV & (5) EVCS
STALL UNDER SEPARATE
PERMIT TYP.
(N) ADDITIONAL FUTURE
(3) EV STALL UNDER
SEPARATE PERMIT TYP.
FIRE LANE RED
CURBS BOTH SIDE
FIRE LANE RED
CURBS BOTH SIDE
FIRE LANE RED
CURBS BOTH SIDE
(E) ACCESSIBLE PATH
OF TRAVEL FROM
PUBLIC RIGHT OF WAY
2 (N) ACCESSIBLE PATH
OF TRAVEL
IMAGINARY LINE
MIN. 1HR RATED
(CBC TABLE 602)
2 (N)TRASH
ENCLOSURE W/
AUTOMATIC FIRE
SPRINKLER, WATER
BIB & FLOOR DRAIN
PER DMC.
SEE SHT.#AS2.0
(N) HEIGHT
CLEARANCE BAR
(N) DRIVE THROUGH
DIRECTIONAL SIGNAGE
(N) DRIVE THRU ORDER/
MENU BOARD
(N) PREVIEW
MENU BOARD
(N) SPEAKER POST WITH
DETECTOR LOOP
PICK UP POINT
& PAY WINDOW
LOADING/
UNLOADING RAMP
FUTURE CHARGING
STATION PEDESTAL
CONNECT TO SEAFOOD
CITY PANEL TYP.
FUTURE EV PANEL
PROVIDE EMPTY
CONDUIT CONNECTED
TO SEAFOOD BLDG.
FUTURE CHARGING
STATION PEDESTAL
FUTURE EV.
STATION PEDESTAL
(N)TRASH ENCLOSURE W/
AUTOMATIC FIRE SPRINKLER,
WATER BIB & FLOOR DRAIN
PER DMC. SEE SHT.#AS2.0
(N)TRASH ENCLOSURE W/
AUTOMATIC FIRE SPRINKLER,
WATER BIB & FLOOR DRAIN
PER DMC. SEE SHT.#AS2.0
(N)TRASH ENCLOSURE W/
AUTOMATIC FIRE SPRINKLER,
WATER BIB & FLOOR DRAIN
PER DMC. SEE SHT.#AS2.0
(N)TRASH ENCLOSURE W/
AUTOMATIC FIRE SPRINKLER,
WATER BIB & FLOOR DRAIN
PER DMC. SEE SHT.#AS2.0
(N) FIRE
HYDRANT
MODIFIED DRIVE AISLE
FUTURE CHARGING STATION PEDESTAL
CONNECT TO SEAFOOD CITY PANEL TYP.
PROPOSED
TRANSFORMER
FOR 2 PAD
BUILDINGS
(N) FIRE
HYDRANT
TYP. UNLESS
NOTED
TYP. UNLESS
NOTED
TYP. UNLESS
NOTED
TYP. UNLESS
NOTED
(E) DRIVE AISLE
(E) RETAINING
WALL TO REMAIN
(N) FUTURE LOCATION OF NEW
TRANS CUT INTO HILL SIDE WITH
CMU RETAINING WALL
(N) FUTURE LOCATION
OF NEW TRANS
8 AS1.2
8 AS1.2
SEE RETAIL SET
SEE DRIVE THRU SET
(E) RETAINING
WALL TO REMAIN (E) RETAINING
WALL TO REMAIN
SIGN " NO PEDESTRIAN ACCESS)
PROVIDE (N) POST AND
ACCESSIBLE DIRECTIONAL SIGN
PROVIDE (N) POST AND
ACCESSIBLE DIRECTIONAL SIGN
PROVIDE (N) POST AND
ACCESSIBLE DIRECTIONAL SIGN
4 -
4 -
4 -
PROVIDE (N) POST AND
ACCESSIBLE DIRECTIONAL SIGN
4 -
4 -
(E) PROPERTY LINE
(E) PROPERTY LINE
(E) PROPERTY LINE
(E) PROPERTY LINE (6) BICYCLE
RACK
(6) BICYCLE
RACK
(N) LIGHT POLE
(6) BICYCLE
RACK
(6) BICYCLE
RACK
FIRE HYDRANT
(N)TRASH COMPACTOR W/
AUTOMATIC FIRE SPRINKLER,
WATER BIB & FLOOR DRAIN
PER DMC. SEE SHT.#AS2.0
St. Francis Square Local Traffic Analysis and Parking Study Figure 2
Overall Site Plan
ST FRANCIS
SQUARE
St. Francis Square Local Traffic Analysis and Parking Study Figure 3
Site Plan - Northern Portion
ST FRANCIS
SQUARE
DYH
DYH
DYH
DYH
TRASH
ROOM
ELECTRICAL
ROOM
RAMP
DN.
30 CU YD
331.39TC
331.11FL 330.83TC
330.76FL 330.94TC
330.50FL
351.74TDC
351.72FL
351.79FS
350.66FS
349.35FS
347.85FS
346.65FS
345.88FS
344.57FS
343.78FS
342.69FS
342.17FS
VAN
VAN
DYH
EV EV EV
EV
EVEVEVEVEV
DY
H
DY
H
SUPREME POT RESTAURANT
GROUP A2
HAPPY KITCHEN
11 23
28 31
3030308
18 5
5 8'-6"
19'-0"
1 2
11 10
9 8
7 6
5 4
3 R12'-1"
33'-10"
26'-0"
26'-0"
8'-6"
19'-0"
19'-0"
8'-6"
19'-0"-6"
26'-6"
19'-0"
8'-6"
26'-0"
19'-0"
8'-6"
26'-0"
30'-0"(N) DRIVEWAY
26'-0"
8'-6"19'-0"
5'-7"
12'-1"
12'-4"
26'-4" 9'-2"
8'-6"
19'-0"
26'-0"
23'-3"
24'-0"
(N) DRIVEWAY
27'-3"
18'-0"8'-6"
14'-6"
23'-7"
26'-0"
26'-0"
12'-0"
5'-0"
"
10'-6"
4'-6"
44'-5"
(E) DRIVE APPROACH
TO REMAIN
26'-0"
19'-8"
45'-3"
19'-0" 26'-0" 19'-0" 19'-0" 26'-0" 19'-0" 19'-0" 26'-0" 19'-0" 19'-0"
19'-0" 19'-0"
8'-6"
19'-0"19'-0"
8'-6"
8'-6"
19'-0"
19'-0"
16'-0"
8'-6"
28'-2"
6'-6"
(N) FLOOD LIGHTS UNDER
SEPARATE PERMIT TYP.
S
A
I
N
T
F
R
A
N
C
I
S
B
L
V
D
S O U T H G A T E A V E N U E
PROPOSED
SEAFOOD CITY
25,391 S.F.
NE
(E) LOT LINE
(E) UTILITY AREA
PROTECT IN PLACE
(E) POLE &
TRANSFORMER
SWITCHGEAR
(E) BUILDING 1
13,000 S.F.
(N) CL FENCE W/
PIPE GUARD
BLDG. 1 (N) FACADE
RENOVATION AREA
UNDER SEPARATE PERMIT
(N) 6" CONCRETE
PAD
N) BUILDING 5
,480 S.F.
(N) SHELL BLDG.
(N) SINGLE POLE TYPE
5 "DL151437" UNDER
SEPARATE PERMIT TYP.
(N) FUTURE (4) EV & (5) EVCS
STALL UNDER SEPARATE
PERMIT TYP.
(N) ADDITIONAL FUTU
(3) EV STALL UNDER
SEPARATE PERMIT T
FIRE LANE RED
CURBS BOTH SIDE
FIRE LANE RED
CURBS BOTH SIDE
(E) ACCESSIBLE PATH
OF TRAVEL FROM
PUBLIC RIGHT OF WAY
2 (N) ACCESSIBLE PATH
OF TRAVEL
(N)TRASH
ENCLOSURE W/
AUTOMATIC FIRE
SPRINKLER, WATER
BIB & FLOOR DRAIN
PER DMC.
SEE SHT.#AS2.0
(N) HEIGHT
CLEARANCE BAR
(N) DRIVE THROUGH
DIRECTIONAL SIGNAGE
(N) DRIVE THRU ORDER/
MENU BOARD
(N) PREVIEW
MENU BOARD
(N) SPEAKER POST WITH
DETECTOR LOOP
PICK UP POINT
& PAY WINDOW
LOADING/
UNLOADING RAMP
FUTURE CHARGING
STATION PEDESTAL
CONNECT TO SEAFOOD
CITY PANEL TYP.
FUTURE EV PANEL
PROVIDE EMPTY
CONDUIT CONNECTED
TO SEAFOOD BLDG.
FUTURE CHARGING
STATION PEDESTAL
(N)TRASH ENCLOSUR
AUTOMATIC FIRE SP
WATER BIB & FLOOR
ASH ENCLOSURE W/
MATIC FIRE SPRINKLER,
R BIB & FLOOR DRAIN
MC. SEE SHT.#AS2.0
(N) FIRE
HYDRANT
MODIFIED DRIVE AISLE
FUTURE CHARGING
CONNECT TO SEAFO
PROPOSED
TRANSFORMER
FOR 2 PAD
BUILDINGS
TYP. UNLESS
NOTED
TYP. UNLESS
NOTED
TYP. UNLESS
NOTED
8 AS1.2
SEE DRIVE THRU SET
NO PEDESTRIAN ACCESS)
DE (N) POST AND
SSIBLE DIRECTIONAL SIGN
VIDE (N) POST AND
ESSIBLE DIRECTIONAL SIGN
PROVIDE (N) POST AND
ACCESSIBLE DIRECTIONAL SIGN
4 -
4 -
4 -
PROVIDE (N) POST AND
ACCESSIBLE DIRECTIONAL SIGN
4 -
4 -
(E) PROPERTY LINE
OPERTY LINE (6) BICYCLE
RACK
(N) LIGHT POLE
YDRANT
(N)TRASH COMPACTO
AUTOMATIC FIRE SP
WATER BIB & FLOOR
PER DMC. SEE SHT.#
St. Francis Square Local Traffic Analysis and Parking Study February 13, 2023 P a g e | 5
A shopping plaza typically contains more than retail merchandising facilities. Office space, personal services, and restaurants are common tenants. Based on the definition, it is reasonable to use the trip rates for shopping plazas for the project. Because the project would expand the existing shopping center, the ITE fitted curve equations were used to estimate the trips for the entire shopping center with and without the new buildings and determine the new trips resulting from the expansion.
Pass-by Trips
Trip generation for retail uses are typically adjusted to account for pass-by trips. Pass-by trips are trips that would already be on the adjacent roadways (and are therefore already counted in the existing traffic) but would turn into the site while passing by. Pass-by trips are therefore excluded from the traffic projections (although pass-by traffic is accounted for at the site entrances). An average pass-by trip reduction of 40 percent was applied based on the ITE Trip Generation Manual, 11th Edition.
Existing Trip Credits
Although the shopping center has 57,955 s.f. of retail space, only 37,306 s.f. is currently occupied.
Therefore, the existing trips credits only accounts for the trips generated by the existing occupied space.
Net Project Trips
Based on the ITE trip generation rates, pass-by trip reduction, and the existing trip credits, it is estimated that the expansion of the shopping center would generate a total of 1,595 daily trips with 73 new trips (45 inbound and 28 outbound) during the AM peak hour and 159 new trips (77 inbound and 82 outbound) during the PM peak hour (see Table 1).
The above project trip estimates were developed by treating the shopping plaza as a single integrated unit. Alternatively, the trip generation associated with the proposed fast-food restaurant with drive-through window may be estimated separately based on published ITE trip rates for this specific use and applying shopping plaza trip rates for the remainder of the site. When applying trip rates for individual uses in a mixed-use development, it is appropriate to include a reduction for internal captured trips (e.g., restaurant customers who also patronize other retail uses at the shopping center in the same trip). The project trip estimates derived using this methodology were developed for information only and are presented in Appendix A. Compared to the project trip generation estimates contained in Table 1, this methodology would result in slightly more daily and AM peak-hour trips (+104 and +28, respectively) and slightly fewer PM peak-hour trips (-1). The small difference in project trips between the two methods would not affect the traffic study conclusions or recommendations.
Trip Distribution and Assignment
The trip distribution pattern for the project was estimated based on the turning movement counts conducted at the existing driveways of the shopping center, existing travel patterns on the surrounding roadway network, the locations of complementary land uses, and freeway access points. Figure 4 shows the trip distribution pattern for the project trips.
The peak-hour vehicle trips generated by the project were assigned to the roadway network in accordance with the trip distribution pattern and the locations of project driveways (see Figure 4).
St. Francis Square Local Traffic Analysis and Parking Study February 13, 2023 P a g e | 6
Table 1
Project Trip Generation Estimates
Intersection Traffic Operations
Intersection level of service analysis was conducted at the St. Francis Boulevard/Southgate Avenue intersection for the AM and PM peak hours of commute traffic to identify potential adverse traffic operational effects resulting from the trips generated by the project. The weekday AM peak hour is generally between 7:00 and 9:00 AM and the weekday PM peak hour is typically between 4:00 and 6:00 PM. It is during these periods that the most congested traffic conditions occur on roadways.
Intersection Traffic volumes
Existing Lane Configurations and Traffic Volumes
The existing lane configurations at the study intersections were obtained from Google Earth (see Figure 5).
Trip Trip Trip
Land Use Rate Trips Rate In Out Total Rate In Out Total Shopping Center with Proposed Expansion
Shopping Plaza1 71,848 s.f. 96.62 6,942 3.53 157 97 254 9.32 322 348 670 Pass-by Reduction2 -2,777 -63 -39 -102 ### -139 -268
4,165 94 58 152 193 209 402
Existing Shopping Center
Shopping Plaza1 37,306 s.f.3 114.83 4,284 3.53 82 50 132 10.86 194 211 405 Pass-by Reduction2 -1,714 -33 -20 -53 -78 -84 -162
2,570 49 30 79 116 127 243
Proposed Expansion
Shopping Plaza 34,542 s.f.4 2,658 75 47 122 128 137 265 Pass-by Reduction -1,063 -30 -19 -49 -51 -55 -106
Total Net Project Trips 1,595 45 28 73 77 82 159
Notes:
All trip rates are from ITE Trip Generation Manual, 11th Edition.
3. Existing shopping plaza square footage represents only currently occupied space.
4. Total increase in occupied space due to reoccupancy of existing space and construction of new space.
Size
1. Daily and PM peak-hour trips were estimated using the fitted-curve equations for Shopping Plaza (40-150k) (Land Use 821), which is not available for the AM peak hour. AM peak-hour trips were estimated using the average trip rate (in trips per 1,000 square feet).
2. An 40% pass-by trip reduction was applied based the ITE average pass-by rate for Shopping Plaza (40-150k) .
Daily AM Peak Hour PM Peak Hour
Trips Trips
Total Trips with Expansion
Total Shopping Center Trips
Skyline Dr
Higate Dr
Southgate Ave
Skyline Blvd
St Francis Blvd
Lakeshire Dr
Callan Blvd
Serramonte Blvd
Clarinada Ave
Lincoln Ave
Cerro Dr
Belhaven Ave
el Dorado Dr
Northaven Dr
Midvale Dr
Belhaven Ct
Escuela Dr
Daly City
280
1 35%
35%
10%
20%
Southgate
Ave
Project
Dwy
A
Project
Dwy
B
St
Francis
Blvd
3(11)
3(6)1(2)
1(2)
9(15) 12(21)
2(6)
3(8)
3(11)
10(28)
16(27)
5(14)
10(29)
16(27)
1 1
A
A
B
B
X
= Trip Distribution
= Study Intersection
= Site Location
LEGEND
XX%
= AM(PM) Peak-Hour TripsXX(XX)
St. Francis Square Local Traffic Analysis and Parking Study Figure 4
Project Trip Distribution and Assignment
Skyline Dr
Higate Dr
Southgate Ave
Skyline Blvd
St Francis Blvd
Lakeshire Dr
Callan Blvd
Serramonte Blvd
Clarinada Ave
Lincoln Ave
Cerro Dr
Belhaven Ave
el Dorado Dr
Northaven Dr
Midvale Dr
Belhaven Ct
Escuela Dr
Daly City
280
1 Southgate
Ave
St.
Francis
Blvd
Southgate
Ave
St.
Francis
Blvd
Southgate
Ave
St.
Francis
Blvd
1 Intersection Configuration
Existing Volume
Existing Plus Project Volume
1 1
1 X = Study Intersection
= Site Location
LEGEND
= AM(PM) Peak-Hour Traffic VolumesXX(XX)
= Traffic Signal
St. Francis Square Local Traffic Analysis and Parking Study Figure 5
Intersection Lane Configuration and Traffic Volumes
57(64)
82(100)
114(58)
106(55)
150(70)
27(17)
57(42)
125(198)
47(64)
14(9)
206(157)
42(41)
59(70)
85(108)
114(58)
109(61)
151(72)
27(17)
57(42)
128(209)
47(64)
14(9)
215(172)
42(41)
St. Francis Square Local Traffic Analysis and Parking Study February 13, 2023 P a g e | 9
Existing peak-hour traffic volumes at the study intersection (see Figure 5) are based on new traffic counts conducted in April 2022 during the AM and PM peak commute periods. The 2022 new count was compared to the 2021 count at the intersection. In the AM peak hour, the 2022 count is 244% higher than the 2021 count; and in the PM peak hour, the 2022 count is at similar level to the 2021 count. There is no pre-pandemic traffic count at this intersection. However, based on the increase of the traffic volume from 2021 to 2022, it is assumed that the travel pattern in the project area is considered normal and the 2022 traffic volume was analyzed directly without further adjustment. The intersection turning-movement count used for this analysis is presented in Appendix B.
Existing Plus Project Traffic Volumes
Project trips were added to existing traffic volumes to obtain existing plus project traffic volumes (see Figure 5).
Intersection Level of Service Analysis Methodologies and Standards Traffic conditions at the study intersection were evaluated using level of service (LOS). Level of Service is a qualitative description of operating conditions ranging from LOS A, or free-flow conditions with little or no delay, to LOS F, or congested conditions with excessive delays. The analysis methods are described in detail below.
Daly City evaluates level of service at signalized intersections based on the Highway Capacity Manual (HCM) 2010 level of service methodology using Synchro software. The HCM method evaluates signalized intersection operations based on average control delay time for all vehicles at the intersection. Control delay is the amount of delay that is attributed to the type of traffic control device at the intersection, and includes initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay. The correlation between average delay and level of service is shown in Table 2. Daly City has a level of service standard for signalized intersections of LOS D or better.
Intersection Levels of Service
The results of the intersection level of service analysis (see Table 3) show that the study intersection would operate at acceptable levels during both AM and PM peak hours of commute traffic under existing plus project conditions. Therefore, the project traffic would not cause an adverse effect on traffic operations. The intersection levels of service calculation sheets are included in Appendix C.
Left-Turn Queues at St. Francis Boulevard and Southgate Avenue As show in Figure 4, the project would add a small number of new trips to the northbound and southbound left-turn pockets at the St. Francis Boulevard/Southgate Avenue intersection. The level of service analysis (Table 3) shows that the added project trips would not cause a noticeable increase in vehicle delay at the intersection and the 95th percentile left-turn vehicle queues.
The 95th percentile left-turn vehicle queues were estimated to be fewer than two vehicles (46 feet) while the left-turn pockets can accommodate at least three vehicles (75 to 115 feet). Therefore, the existing left-turn pocket would have sufficient capacity to accommodate the project traffic. The vehicle queuing calculations are included in Appendix D.
St. Francis Square Local Traffic Analysis and Parking Study February 13, 2023 P a g e | 10
Table 2
Signalized Intersection Level of Service Definitions Based on Control Delay
Table 3
Existing Plus Project Intersection Levels of Service
Site Access and On-Site Circulation
Vehicle Site Access
Vehicular access to the site would be provided by the three existing full-access driveways including one driveway on St. Francis Boulevard and two driveways on Southgate Avenue (one in front of the grocery store for general vehicle access and the other one behind the grocery store for truck access and loading) (see Figures 2 and 3).
Source: Transportation Research Board, 2010 Highway Capacity Manual.
Level of
Service Description Average Control Delay
(seconds/vehicle)
A Operations with very low delay occurring with favorable progression and/or short cycle lengths. 10.0 or less
B Operations with low delay occurring with good progression and/or short cycle lengths. 10.1 to 20.0
C
Operations with average delays resulting from fair progression and/or longer cycle lengths. Individual cycle failures begin to appear.
20.1 to 35.0
F Operations with delays unacceptable to most drivers occurring due to over-saturation, poor progression, or very long cycle lengths. greater than 80.0 D
Operations with longer delays due to a combination of unfavorable progression, long cycle lengths, and high volume-to-capacity (V/C) ratios. Many vehicles stop and individual cycle failures are noticeable.
35.1 to 55.0
E
Operations with high delays indicating poor progression, long cycle lengths, and high V/C ratios. Individual cycle failures are frequent occurrences.
55.1 to 80.0
# Intersection Control
Peak
Hour
Avg. Delay
(sec) LOS
Avg. Delay
(sec) LOS
AM 4/26/2022 13.0 B 13.1 B
PM 4/26/2022 13.3 B 13.4 BSignal
Existing
Count
Date
No Project Plus Project
1 St. Francis Blvd &
Southgate Ave
St. Francis Square Local Traffic Analysis and Parking Study February 13, 2023 P a g e | 11
Project Driveway Design
The Daly City Municipal Code requires a minimum driveway width of 24 feet for a two-way driveway. Per City of Daly City Standard Detail Drawing S-3, commercial driveways are permitted to have a maximum width of 30 feet. The existing driveways proposed to remain on Southgate Avenue are 24 to 30 feet wide, which meet the Daly City requirements. The existing driveway on St. Francis Boulevard is 45 feet wide, which exceeds the City’s maximum width for commercial driveways. The extra width at this location is beneficial given the grade and curvature of this driveway. Furthermore, the extra width allows the driveway to align better with Campana Avenue. The project is not proposing to alter this existing driveway.
Sight Distance at Project Driveways
The project driveways should be free and clear of any obstructions to provide adequate sight distance, thereby ensuring that exiting vehicles can see pedestrians on the sidewalk and vehicles and bicycles traveling on St. Francis Boulevard and Southgate Avenue. Any landscaping and signage should be located in such a way to ensure an unobstructed view for drivers exiting the site.
Providing the appropriate sight distance reduces the likelihood of a collision at a driveway and provides drivers with the ability to locate sufficient gaps in traffic and exit a driveway.
The minimum acceptable sight distance at the driveway is calculated according to the Caltrans recommended stopping sight distance. Sight distance requirements vary depending on roadway speeds. The speed limits on St. Francis Boulevard and Southgate Avenue are 25 mph, and the recommended Caltrans stopping sight distance for 25 mph roadways is 150 feet. Both St. Francis Boulevard and Southgate Avenue are slightly curved along the project frontage, but the curves would not obstruct the view for exiting vehicles. The site plan shows the landscaping along the project frontage would not obstruct the view of drivers exiting the project driveways. However, on- street parking along St. Francis Boulevard and Southgate Avenue could potentially block the view of exiting drivers if there were cars parked next the driveway. Therefore, the street parking south of the St. Francis Boulevard driveway and west of the two Southgate Avenue driveways should be prohibited by painting 25 feet of red curb.
Project Driveway Operations
The driveway operations were evaluated for the driveway on St. Francis Boulevard and the main driveway on Southgate Avenue for general vehicle access. The eastern driveway on Southgate Avenue is for truck access and loading, and operations of this driveway are not expected to be affected by the project.
The project would reduce the number of driveways at the shopping center. On St. Francis Boulevard, the project would remove the northern driveway next to Southgate Avenue. On Southgate Avenue, the project would remove two western driveways closer to St. Francis Boulevard. Driveway counts were conducted for the existing general vehicle access driveways to obtain the number of vehicles accessing the shopping center via each driveway. Figure 6 shows the number of vehicles that access the project driveways under existing conditions and the number of vehicles that would occur at the driveways with the new buildings and grocery space. Under the existing conditions, the grocery store is not occupied. The driveway volumes shown on Figure 6 include pass-by trips.
Southgate Avenue Driveways
The trips that are estimated to occur at the driveway are 86 inbound and 58 outbound trips during the AM peak hour, and 145 inbound and 119 outbound trips during the PM peak hour. There is a center turn lane on Southgate Avenue to facilitate vehicles turning in and out of the driveway. The
D
Y
H
DYH
DYH
DYH
DYH
DYH
TRASH
ROOM
ELECTRICAL
ROOM
RAM
P
DN.
30 CU
YD
331.39TC
331.11FL 330.83TC
330.76FL 330.94TC
330.50FL
351.74TDC
351.72FL
351.79FS
350.66FS
349.35FS
347.85FS
346.65FS
345.88FS
344.57FS
343.78FS
342.69FS
342.17FS
VAN
VAN
VAN
VAN
VAN
DYH
EV EV EV
EV
EV
EVEVEVEVEV
DY
H
DY
H
33'-10"
19'-0"
63'-10"
SUPREME POT RESTAURANT
GROUP A2
HAPPY KITCHEN
GROUP B
M & M MEDICAL SUPPLIES
GROUP B
ABACUS REALTY
GROUP B
WESTLAKE
JEWELERS
GROUP B
VACANT
GROUP B
LECH GO
RESTAURANT
GROUP B
SPEEDYQUEEN LAUNDRY
GROUP B
SPEEDYQUEEN LAUNDRY
GROUP B
HAPAG
RESTAURANT
GROUP B
VALERIO'S TROPICAL
BAKESHOP RETAIL
GROUP B
PINAY ANGEL
RETAIL
GROUP B
ST. FRANCIS DENTAL
GROUP B
TIDY CLEANERS
RETAIL
GROUP B
THE ELITE SALON
RETAIL
GROUP B
JOHNNY AIR CARGO
RETAIL
GROUP B
KADOK'S RESTAURANT
GROUP B
BURMA CAFE
GROUP B
TC PASTRY
GROUP B
11 23
28 31
3030308
18 7
20 7
7 5
5 4
9'-0"
10'-0"
8'-6"
19'-0"
1 2
11 10
9 8
7 6
5 4
3 R28'-0"
R28'-0"
R12'-1"
33'-10"
26'-0"
26'-0"
8'-6"
19'-0"
19'-0"
8'-6"
19'-0"8'-6"
9'-0"
19'-0"
19'-0"
8'-6"
8'-6"
19'-0"
16'-0"
8'-6"
25'-4"
26'-2"
34'-7"
22'-1"
26'-0"
26'-6"
19'-0"
8'-6"
26'-0"
19'-0"
8'-6"
26'-0"
30'-0"(N) DRIVEWAY
26'-0"
8'-6"19'-0"
5'-7"
12'-1"
12'-4"
26'-4" 9'-2"
8'-6"
19'-0"
26'-0"
47'-6"
20'-0"
25'-5"
35'-4"
23'-3"
24'-0"
(N) DRIVEWAY
27'-3"
18'-0"8'-6"
14'-6"
23'-7"
26'-0"
26'-0"
26'-0"
12'-0"
5'-0"
12'-0"
12'-0"
12'-0"
10'-6"
4'-6"
14'-3"
11'-5"
44'-5"
(E) DRIVE APPROACH
TO REMAIN
26'-0"
R52'-0"
R52'-0"
(E) 24'-4"
19'-8"
45'-3"
19'-0" 26'-0" 19'-0" 19'-0" 26'-0" 19'-0" 19'-0" 26'-0" 19'-0" 19'-0"
19'-0" 19'-0"
8'-6"
19'-0"19'-0"
26'-0"
19'-0"
8'-6"
8'-6"
19'-0"
19'-0"
16'-0"
8'-6"
28'-2"
6'-6"
(N) FLOOD LIGHTS UNDER
SEPARATE PERMIT TYP.
N
S
A
I
N
T
F
R
A
N
C
I
S
B
L
V
D
S O U T H G A T E A V E N U E
PROPOSED
SEAFOOD CITY
25,391 S.F.
(E) BUILDING 2
7200 S.F.(E) BUILDING 3
16956 S.F.
(E) PROPERTY LINE
(E) PROPERTY LINE
(E) LOT LINE
(E) UTILITY AREA
PROTECT IN PLACE
(E) POLE &
TRANSFORMER
(E) STAIRS
(N) RAMP
(E) DRIVE AISLE
SWITCHGEAR
(E) BUILDING 1
13,000 S.F.
B E L H A V E N C T
(N) CL FENCE W/
PIPE GUARD
BLDG. 1 (N) FACADE
RENOVATION AREA
UNDER SEPARATE PERMIT
BLDG. 3 (N) FACADE
RENOVATION AREA
UNDER SEPARATE
PERMIT
(N) 6" CONCRETE
PAD
(N) BUILDING 4
6,657 S.F.
(N) BUILDING 5
2,480 S.F.
(N) SHELL BLDG.
1 1
(N) SINGLE POLE TYPE
5 "DL151437" UNDER
SEPARATE PERMIT TYP.
(N) FUTURE (4) EV & (5) EVCS
STALL UNDER SEPARATE
PERMIT TYP.
(N) ADDITIONAL FUTURE
(3) EV STALL UNDER
SEPARATE PERMIT TYP.
FIRE LANE RED
CURBS BOTH SIDE
FIRE LANE RED
CURBS BOTH SIDE
FIRE LANE RED
CURBS BOTH SIDE
(E) ACCESSIBLE PATH
OF TRAVEL FROM
PUBLIC RIGHT OF WAY
2 (N) ACCESSIBLE PATH
OF TRAVEL
IMAGINARY LINE
MIN. 1HR RATED
(CBC TABLE 602)
2 (N)TRASH
ENCLOSURE W/
AUTOMATIC FIRE
SPRINKLER, WATER
BIB & FLOOR DRAIN
PER DMC.
SEE SHT.#AS2.0
(N) HEIGHT
CLEARANCE BAR
(N) DRIVE THROUGH
DIRECTIONAL SIGNAGE
(N) DRIVE THRU ORDER/
MENU BOARD
(N) PREVIEW
MENU BOARD
(N) SPEAKER POST WITH
DETECTOR LOOP
PICK UP POINT
& PAY WINDOW
LOADING/
UNLOADING RAMP
FUTURE CHARGING
STATION PEDESTAL
CONNECT TO SEAFOOD
CITY PANEL TYP.
FUTURE EV PANEL
PROVIDE EMPTY
CONDUIT CONNECTED
TO SEAFOOD BLDG.
FUTURE CHARGING
STATION PEDESTAL
FUTURE EV.
STATION PEDESTAL
(N)TRASH ENCLOSURE W/
AUTOMATIC FIRE SPRINKLER,
WATER BIB & FLOOR DRAIN
PER DMC. SEE SHT.#AS2.0
(N)TRASH ENCLOSURE W/
AUTOMATIC FIRE SPRINKLER,
WATER BIB & FLOOR DRAIN
PER DMC. SEE SHT.#AS2.0
(N)TRASH ENCLOSURE W/
AUTOMATIC FIRE SPRINKLER,
WATER BIB & FLOOR DRAIN
PER DMC. SEE SHT.#AS2.0
(N)TRASH ENCLOSURE W/
AUTOMATIC FIRE SPRINKLER,
WATER BIB & FLOOR DRAIN
PER DMC. SEE SHT.#AS2.0
(N) FIRE
HYDRANT
MODIFIED DRIVE AISLE
FUTURE CHARGING STATION PEDESTAL
CONNECT TO SEAFOOD CITY PANEL TYP.
PROPOSED
TRANSFORMER
FOR 2 PAD
BUILDINGS
(N) FIRE
HYDRANT
TYP. UNLESS
NOTED
TYP. UNLESS
NOTED
TYP. UNLESS
NOTED
TYP. UNLESS
NOTED
(E) DRIVE AISLE
(E) RETAINING
WALL TO REMAIN
(N) FUTURE LOCATION OF NEW
TRANS CUT INTO HILL SIDE WITH
CMU RETAINING WALL
(N) FUTURE LOCATION
OF NEW TRANS
8 AS1.2
8 AS1.2
SEE RETAIL SET
SEE DRIVE THRU SET
(E) RETAINING
WALL TO REMAIN (E) RETAINING
WALL TO REMAIN
SIGN " NO PEDESTRIAN ACCESS)
PROVIDE (N) POST AND
ACCESSIBLE DIRECTIONAL SIGN
PROVIDE (N) POST AND
ACCESSIBLE DIRECTIONAL SIGN
PROVIDE (N) POST AND
ACCESSIBLE DIRECTIONAL SIGN
4 -
4 -
4 -
PROVIDE (N) POST AND
ACCESSIBLE DIRECTIONAL SIGN
4 -
4 -
(E) PROPERTY LINE
(E) PROPERTY LINE
(E) PROPERTY LINE
(E) PROPERTY LINE (6) BICYCLE
RACK
(6) BICYCLE
RACK
(N) LIGHT POLE
(6) BICYCLE
RACK
(6) BICYCLE
RACK
FIRE HYDRANT
(N)TRASH COMPACTOR W/
AUTOMATIC FIRE SPRINKLER,
WATER BIB & FLOOR DRAIN
PER DMC. SEE SHT.#AS2.0
St. Francis Square Local Traffic Analysis and Parking Study Figure 6
Project Trips at Driveways
ST FRANCIS
SQUARE
Dwy
B
Dwy
B
St.
Francis
Blvd
St.
Francis
Blvd
Existing
Existing Plus Project
B
B
D*
E
Dwy
C
St.
Francis
Blvd
Existing (to be removed)C
Southgate
Ave
Dwy
A
Dwy
A
Southgate
Ave
Dwy
D
Southgate
Ave
* Blocked with Cones on Count Date
Dwy
E
Southgate
Ave
Existing Existing Plus ProjectA A
Existing (to be removed)
Existing (to be removed)
18(45)
4(4)
11(30)
8(15)
45(92)
6(7)
28(78)
16(38)
0(2)
0(0) 0(0)
0(0)
8(9)
23(34)
24(34)
4(6)
16(30)
42(89)
51(83)
35(62)
0(0)
0(0)
0(0)
0(0)
2(3)
3(7)
1(4)
11(21)
A
E
D
C
A A
D
E
B
B
B
C
X = Driveway Location
LEGEND
= AM(PM) Peak-Hour Trips
(Before Reduction for
Pass-By Trips)
XX(XX)
St. Francis Square Local Traffic Analysis and Parking Study February 13, 2023 P a g e | 13
westbound left-turn trips (51 AM and 83 PM peak-hour trips) are expected to have a vehicle delay of 8.5 seconds and 8.1 seconds per vehicle during the AM and PM peak hours, respectively, with a vehicle queue of less than one vehicle. The short vehicle queue would be accommodated within the center turn lane. Therefore, the short delay and vehicle queue is not expected to affect traffic flow on westbound Southgate Avenue. Vehicles turning right into the project site from Southgate Avenue may block the travel lane momentarily due to vehicles slowing down to turn into the driveway, but this would not have a significant effect on traffic operations.
Vehicles turning out of the driveway (58 AM and 119 PM peak-hour trips) are expected to have a vehicle delay of 12.3 seconds and 12.0 seconds per vehicle during the AM and PM peak hours, respectively, with a vehicle queue of less than one vehicle. Due to low traffic volume on Southgate Avenue, outbound traffic would not have problems finding a gap to enter Southgate Avenue. The short vehicle queue in the driveway would not affect on-site vehicle circulation.
St. Francis Boulevard Driveway
The estimated trips occurring at the driveway would be 47 inbound trips and 44 outbound trips during the AM peak hour and 99 inbound trips and 116 outbound trips during the PM peak hour.
The southbound left-turn trips (6 AM and 7 PM peak-hour trips) are expected to have a vehicle delay of 7.9 seconds per vehicle during the AM and PM peak hours with a vehicle queue of less than one vehicle. The short delay and vehicle queue is not expected to affect traffic flow on southbound St. Francis Boulevard.
Vehicles turning right into the project site from St. Francis Boulevard may block the travel lane momentarily due to vehicles slowing down to turn into the driveway, but this would not have a significant effect on traffic operations.
Vehicles turning out of the driveway (44 AM and 116 PM peak-hour trips) are expected to have a vehicle delay of 12.1 seconds and 12.2 seconds per vehicle during the AM and PM peak hours, respectively, with a vehicle queue of less than one vehicle. Due to low traffic volume on St. Francis Boulevard, outbound traffic would not have problems finding a gap to enter St. Francis Boulevard.
The short vehicle queue in the driveway would not affect on-site vehicle circulation.
Vehicle On-Site Circulation
The project would provide 90-degree uniform parking stalls throughout the surface parking lot.
The project proposes internal drive aisles of 26 feet wide, which meets the Daly City Municipal Code guidelines for the minimum driveway aisle width. In general, the project would provide adequate circulation around the surface lot with acceptable drive aisle widths.
There would be a dead-end aisle for the parking area at the north side of the new retail building.
Dead-end aisles are undesirable because drivers can enter the aisle, and upon discovering that there is no available parking, must back out or conduct three-point turns. However, because the drive aisle is short, it is expected that vehicles would be able to see whether there are available stalls upon entering the drive aisle. The site plan shows a new trash enclosure would be located within this dead-end aisle near the St. Francis Boulevard driveway. The project should prepare a trash pick-up plan that shows how garbage collection vehicles would service this enclosure to ensure it would not impede movements to and from the St. Francis Boulevard driveway.
The St. Francis driveway consists of a ramp that connects the surface lot to the street. Currently the intersection at the bottom of the driveway ramp has five approaches. Vehicles entering and exiting the site would need to look for vehicles traveling from different directions when approaching this intersection. The multiple conflict points, sharp turns, and unconventional
St. Francis Square Local Traffic Analysis and Parking Study February 13, 2023 P a g e | 14
layout could pose a hazard. The site plan shows that the parking lot layout has been revised to reduce the number of intersection approaches.
Drive-Thru Lane Operations
An analysis of drive-thru lane operations was conducted for the proposed new fast-food restaurant to evaluate the adequacy of vehicle queuing space and to identify potential adverse effects within the parking lot and at the nearby site driveway on Southgate Avenue. The proposed restaurant tenant (Chowking) does not have any sites in the United States with drive-thru lanes. Thus, the analysis was based on observations of drive-thru lane operations at the Jollibee restaurant located at 6955 Mission Street, Suite 101, Daly City. This Jollibee restaurant is approximately 3,400 s.f., which is nearly 1,000 s.f. larger than the proposed new Chowking restaurant. Observations were conducted on Thursday, May 5, 2022 and Saturday, May 7, 2022 between 11 AM and 7 PM to record the number of vehicles in the drive-thru lane queue (see Appendix E). Chowking is a wholly owned subsidiary of Jollibee Foods Corporation. Both restaurants originated in the Philippines, and thus share a similar customer base in the United States.
The observations show that the maximum queue waiting to place and pick up orders in the drive- thru lane was six vehicles on Thursday (at 3:05 PM and 6:35 PM) and nine vehicles on Saturday (at 1:25 PM and 1:55 PM). The ordering board is located toward the beginning of the drive-thru lane, so vehicles waiting to place orders queued in the drive aisle leading to the drive-thru lane.
The maximum queue at the ordering board on either day was five vehicles, which occurred at 1:55 PM on Saturday.
The number of customers at the Chowking in South San Francisco was compared to the number of customers at the Jollibee site on the date of observations (see Table 4). Chowking had about 30 percent as many total customers as Jollibee. Therefore, if the proposed new Chowking were to have the same number of total customers as the existing Chowking in South San Francisco and some of the dine-in customers become drive-thru customers, the drive-thru customers at the new Chowking could be about 30 percent of the drive-thru volume at Jollibee. However, the introduction of a drive-thru lane could cause the proposed Chowking restaurant in Daly City to have more customers than the Chowking in South San Francisco. Assuming the number of dine-in customers at the new restaurant matches that at the existing Chowking in South San Francisco, and assuming the new Chowking attracts all new customers to the drive-thru resulting in the same percentage of drive-thru customers as Jollibee, the drive-thru customers at the new Chowking could be as much as 59 percent of the drive-thru volume at Jollibee.
The average service time to take and fill a drive-thru order at Jollibee is about 5 minutes, while Chowking estimates a service time of approximately 10 minutes for its existing dine-in customers.
Chowking is working on producing rice bowls in bulk to reduce its drive-thru service time to meet the average service time found at other quick-service drive-through restaurants. To be conservative, this analysis is based on the existing 10-minute service time. Therefore, with this conservative assumption, for the same number of peak orders, the vehicle queue at Chowking is expected to be a twice as long as the queue at the Jollibee.
St. Francis Square Local Traffic Analysis and Parking Study February 13, 2023 P a g e | 15
Table 4
Number of Daily Customers Comparison
For the vehicle queuing estimate for the proposed Chowking drive thru, it is conservatively assumed that there would be 59 percent as many peak drive-thru orders as Jollibee. This is based on the ratio of dine-in customers at the existing Chowking to dine-in customers at Jollibee and assumes the new Chowking restaurant would attract new drive-thru customers at the same ratio in comparison to Jollibee. If Chowking takes twice as much time to prepare orders as Jollibee, Chowking could be expected to have a maximum drive-thru queue of 7 vehicles on a weekday and 11 vehicles on a Saturday (including 5 vehicles queued at the pick-up window and 6 vehicles queued at the ordering board). The site plan shows that the drive-thru lane would be approximately 200 feet in length between the pick-up window and the entrance of the drive-thru lane, which can accommodate a queue of about eight vehicles.
The projected drive-thru queue on weekdays could be accommodated within the drive-thru lane.
On Saturdays, the maximum drive-thru queue is expected to extend past the entrance to the drive- thru lane during peak periods. If the ordering board is located 75 feet from the drive-thru entrance, there would be space for the projected maximum pick-up window queue (five vehicles) and three vehicles queued at the order board. That would result in a queue of up to three vehicles that would extend beyond the drive-thru entrance. Therefore, the queue at the ordering board is expected to affect vehicles traveling within the shopping center parking lot during peak periods on a Saturday.
The drive aisle running between the drive-thru lane and the driveway on Southgate Avenue would be about 100 feet long, which could accommodate a queue of four vehicles, which is greater than the estimated drive-thru overflow of three vehicles. Thus, the drive-thru lane is not expected to affect the traffic flow at the shopping center driveway on Southgate Avenue.
Given that this would be the first Chowking restaurant with a drive-through lane, there is some uncertainty about the volume of drive-thru traffic and the drive-thru service rates. Our queuing analysis is based on conservative assumptions (e.g., the drive-through would have the same service time as the existing dine-in service time); thus, the actual drive-thru queue length could be less than estimated in this report. There are several measures Chowking could implement reduce the drive-thru queue length and to manage the drive-through queue to ensure it does not negatively affect traffic entering the site from Southgate Avenue or internal circulation within the shopping center. Chowking will use traffic cones and/or staff during peak periods to direct drive- Store
Total
Customers
Dine-In
Customers
Drive-Thru
Customers
Total
Customers
Dine-In
Customers
Drive-Thru
Customers
Jollibee in Daly City 816 414 402 945 494 451
Chowking in South San Francisco 245 245 - 286 286 -
Existing Chowking/Jollibee Ratio 30% 59% 0% 30% 58% 0%
New Chowking in Daly City 2 483 245 238 547 286 261
New Chowking/Jollibee Ratio 59% 59% 59% 58% 58% 58%
Note:
Weekday 1 Saturday1
1. Number of customers at existing Jollibee in Daly City and Chowking in South San Francisco on Thursday, May 5, 2022 and Saturday, May 7, 2022.
2. The number of dine-in customers at new Chowking is assumed to match that at the existing Chowking in South San Francisco, and the new Chowking is assumed to attract new drive-thru customers in the same percentage of drive-thru customers as Jollibee (402/816=49% drive-thru on weekday 451/945=48% drive-thru on Saturday).
St. Francis Square Local Traffic Analysis and Parking Study February 13, 2023 P a g e | 16
through traffic to continue past the first east-west drive aisle after entering the site from Southgate Avenue to ensure that any excess drive-through queue is contained within the parking lot and does not impede traffic entering the shopping center from Southgate Avenue.
Parking Analysis
According to the Section 17.34.020 of the City Code, the required parking for the shopping center is calculated based on the requirements for “Fast Food Restaurant or Drive-In” and “All Other Retail or Service Commercial,” as listed below:
• Fast Food Restaurant or Drive-In: one space per 75 s.f. of gross floor area. • All Other Retail or Service Commercial: one space for each 300 s.f. of gross floor area up to 21,000 s.f.; thereafter, one space for each 200 s.f. of gross floor area.
The shopping center would require 33 parking spaces for the fast-food restaurant and 312 parking spaces for all other uses, for a total of 345 parking spaces. The shopping center would provide 262 parking spaces, which are 83 spaces fewer than the required spaces. According to the City Code, for mixed-use developments, the City planner may grant a reduction in the overall off-street parking requirement by no more than 20 percent (from 345 to 276 spaces) if the individual activities within a single complex were considered separately. The City planner will consider the types of activities proposed and the ratio of floor areas involved, the section of the city within which the project would be located, and any other pertinent factors in determining what, if any, reduction in the off-street parking requirement may be warranted.
Because the proposed parking spaces are fewer than the required spaces, a parking demand analysis was conducted to estimate the parking demand of the shopping center based on the vehicle parking counts conducted for the shopping center and the ITE Parking Generation Manual, 5th Edition, for the proposed the proposed retail building, fast-food restaurant, and the grocery store. The estimated parking demand for the new uses were added to the existing parking demand to determine if the proposed parking supply would be adequate.
Vehicle parking counts were conducted for the shopping center on Thursday, May 5, 2022, and Saturday, May 7, 2022, between 8 AM to 8 PM to determine the existing parking demand of the shopping center. The peak parking demand was 111 and 141 spaces at 7 PM on Thursday and Saturday, respectively (see Appendix F). The existing grocery space is currently vacant. The existing 37,306 s.f. of occupied retail space requires 152 parking spaces according to the City Code; while the parking demand is estimated to be 137 and 140 parking spaces on a weekday and a Saturday, respectively, based on the ITE 85th percentile parking demand rates for shopping centers, as listed below. The peak parking demand for the existing retail space is consistent with the peak parking demand estimated using ITE’s parking demand rates.
The project would add a 2,480 s.f. fast-food restaurant and 32,060 s.f. shopping center space (a 6,657 s.f. retail building and a 25,405 s.f. grocery store). The 85th percentile parking demand for these land uses are listed below:
• Fast-food restaurant with drive-through window (Land Use 934): 13.78 and 14.2 spaces per 1,000 s.f. on a weekday and Saturday, respectively.
• Shopping center (Land Use 820): 3.68 and 3.74 spaces per 1,000 s.f. on a non-December weekday and Saturday, respectively.
The individual parking demand for the fast-food restaurant and shopping center space would be 34 and 118 spaces on a weekday, respectively, and 35 and 120 spaces on a Saturday, respectively.
St. Francis Square Local Traffic Analysis and Parking Study February 13, 2023 P a g e | 17
For the fast-food restaurant, an internal captive rate of 60% was applied according to the Urban Land Institute (ULI) Shared Parking Manual, 3rd Edition.
Because each use would have peak parking demands occurring at different times of the day, a shared parking analysis was conducted to determine the overall peak parking demand for the shopping center as a whole. Table 5 shows the time-of-day parking demand for each new use based on the rates published in the ITE Parking Generation Manual. The maximum parking demand for the St. Francis Square with the new buildings would be 226 and 250 spaces on a weekday and Saturday. Therefore, the proposed parking supply of 262 spaces would be sufficient to accommodate the projected peak parking demand upon buildout of the proposed project. The parking lot modifications resulting in a total of 262 spaces would be completed during the construction of the grocery store expansion. Thus, the parking supply would be more than adequate during this interim phase prior to the construction of the proposed drive-thru restaurant.
Table 5
Time of Day Parking Demand
Conclusions
The traffic operations analysis for the proposed expansion of the St. Francis Square shopping center shows that vehicle trips generated by the project would not cause an adverse effect on traffic operations at the adjacent St. Francis Boulevard/Southgate Avenue intersection and the project driveways.
Weekday Saturday Weekday Saturday Weekday Saturday Weekday Saturday 8:00 am 51 59 4 4 18 32 73 95
9:00 am 68 78 4 4 38 55 110 137
10:00 am 82 93 4 4 64 80 150 177
11:00 am 94 101 8 7 84 102 186 210
12:00 pm 88 105 14 12 117 114 219 231
1:00 pm 96 113 12 14 118 120 226 247
2:00 pm 93 121 8 11 106 118 207 250
3:00 pm 87 97 6 7 98 110 191 214
4:00 pm 74 86 6 4 96 103 176 193
5:00 pm 76 98 8 7 99 95 183 200
6:00 pm 89 106 9 10 101 85 199 201
7:00 pm 111 141 3 9 94 83 208 233
8:00 pm 107 114 3 9 74 72 184 195
111 141 14 14 118 120 226 250
Notes:
85th percentile parking demand and time of day parking rates based on ITE Parking Generation Manual, 5th Edition.
1. Vehicle parking counts were conducted for the shopping center on Thursday May 5, 2022 and Saturday May 7, 2022.
Total Demand
Parking Demand by Each Use Max. Demand
3. Based on the ITE parking demand rates for shopping center (Land Use 820). Include the proposed and existing unoccupied space.
Hour
Beginning
Existing Occupied
Spaces1
Fast-Food
Restaurant2
Additional Shopping
Center Space3
2. Based on the ITE parking demand rates for fast-food restaurant with drive-through window (Land Use 934). An internal captive rate of 60% is applied according to the ULI Shared Parking Manual, 3rd edition.