A
GENDA
REGULAR MEETING
CITY COUNCIL OF THE TOWN OF COLMA
Wednesday, June 28 2023
7:00 PM
The City Council, staff and members of the public may participate in the meeting in person at Town Hall or virtually via Zoom Video Conference.
To attend the meeting in person:
Town Hall, Council Chamber, 1198 El Camino Real, Colma CA 94014 To participate in the meeting via Zoom Video Conference:
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To provide Public Comment in person:
Members of the public wishing to speak are requested to complete a yellow speaker card and submit it to the City Clerk. Comments should be kept to three minutes or less.
To provide Public Comment via Zoom Video Conference:
Live verbal public comments may be made by requesting to speak using the “raise hand” feature in Zoom or, if calling in by phone, by pressing *9 on the telephone keypad prior to the consent calendar being heard, or prior to the close of the public comment period for agenda items or non-agenda items. In response, the Town will unmute the speaker and allow them to speak up to three minutes.
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PLEDGE OF ALLEGIANCE AND ROLL CALL
ADOPTION OF AGENDA
PRESENTATION
• Proclamation in recognition of Pride Month
• Presentation by Sarkis Vartanian, CEO, AHMC Seton Medical Center
PUBLIC COMMENTS
Comments on the Consent Calendar and Non-Agenda Items will be heard at this time.
Comments on Agenda Items will be heard when the item is called.
CONSENT CALENDAR
1. Motion to Accept the Minutes from the June 14, 2023 Special Meeting.
2. Motion to Accept the Minutes from the June 14, 2023 Regular Meeting.
3. Motion to Adopt a Resolution Awarding and Authorizing the City Manager to Execute a Construction Contract for the 2023 Facility Parking Lot Upgrades and Repairs Project (CIP #953), Including the Colma Police Facility, Colma Community Center, and Creekside Villas Parking Lots, to American Asphalt Repair & Resurfacing Company, Inc. in the Amount of $143,243.50 Pursuant to CEQA Guideline 15301.
4. Motion to Adopt a Resolution Adopting the FY 2023-24 Appropriation Limit, Pursuant to CEQA Guideline 15378.
5. Motion to Adopt a Resolution Approving the Town’s Updated Sewer System Management Plan (SSMP) Pursuant To CEQA Guideline 15301.
6. Motion to Adopt a Resolution Amending the Fiscal Year 2022-23 Budget by Transferring $468,172 From General Fund (11) to Capital Fund (31); Removing the Transfers Budget of $80,000 from Measure A, $60,000 from Measure W, and $80,000 from Gas Tax/RMRA to Street Capital Fund; and Transfer $66,000 from Street Capital (32) to General Fund (11), All Pursuant to CEQA Guideline 15378.
PUBLIC HEARING
7. ENGINEER’S REPORT OF SANITARY SEWER SERVICE CHARGES FOR FY 2023-24 Consider: Motion to Adopt a Resolution Overruling Protests to and Adopting Engineer’s Report on Sewer Service Charges for Fiscal Year 2023-24, Directing the City Engineer to File a Copy of the Engineer’s Report with the San Mateo County Tax Collector, and Authorizing the County Tax Collector to Place the Charges on the Property Tax Roll Pursuant to CEQA Guideline 15301 and 15378.
8. 1651 HILLSIDE BOULEVARD – CONDITIONAL USE PERMIT AND DESIGN REVIEW Consider: Motion to Adopt a Resolution Approving a Conditional Use Permit and Design Review for the Addition of a Flower Shop and Minor Expansion at 1651 Hillside Boulevard and Finding Project Exempt From Environmental Review Pursuant to CEQA Guideline 15301.
REPORTS
Mayor/City Council
City Manager
ADJOURNMENT
The City Council Meeting Agenda Packet and supporting documents are available for review on the Town’s website www.colma.ca.gov or at Colma Town Hall, 1198 El Camino Real, Colma, CA. Persons interested in obtaining an agenda via e-mail should call 650-997-8300 or email a request to [email protected].
Reasonable Accommodation
Upon request, this publication will be made available in appropriate alternative formats to persons with disabilities, as required by the Americans with Disabilities Act of 1990. Any person with a disability, who requires a modification or accommodation to view the agenda, should direct such a request to Pak Lin, ADA Coordinator, at 650-997-8300 or [email protected]. Please allow two business days for your request to be processed.
Minutes – Special Meeting – 06.14.23 Page 1 of 2
MINUTES
SPECIAL MEETING
City Council of the Town of Colma
Colma Community Center
1520 Hillside Boulevard
Colma, CA 94014
Wednesday, June 14, 2023
11:00 A.M.
CALL TO ORDER
Mayor del Rosario called the meeting to order at 11:05 a.m.
Council Present – Mayor Joanne F. del Rosario, Vice Mayor John Irish Goodwin, and Council Member Helen Fisicaro were present. Council Members Ken Gonzalez and Carrie Slaughter were absent.
Staff Present – City Attorney Christopher Diaz, Chief of Police John Munsey, Director of Public Works Brad Donohue, Police Commander Sherwin Lum, Recreation Services Manager Angelika Abellana, HR Analyst Gioia Perez, City Clerk Caitlin Corley and Administrative Technician Abigail Dometita were in attendance.
WELCOME AND INTRODUCTION OF SPECIAL GUESTS
Mayor del Rosario welcomed special guests from the Philippine Consulate General in San Francisco:
• Consul General Neil Frank R. Ferrer
• Consul Jed Martin Llona
• Consul Vanessa Bago-Llona
• Consul Rowena Pangilinan-Daquipil
• Vice Consul Adrian Audrey Baccay
• Cultural Officer Kristine Quiboloy
• Trade Commissioner Celynne Layug
• Tourism Director Soleil Tropicales
• PCMB Administrative Officer Genevieve Ferrer
• Ms. Ceres Ginauli
• Ms. Eileen Peralta
She also introduced special guests from the community:
• Rommel Medina, CEO of Lucky Chances
• Dustin Chase, General Manager of Lucky Chances
• Felicia Leong, CEO of the Colma Daly City Chamber of Commerce • Dan Duggan, President of Duggan Serra Mortuary
• Eleanor Serrato, 2nd Vice President of the Chamber
• Teresa Proano, Chamber Board of Directors
• Sarah Prescott representing Monica DeVincenzi, Chamber Board of Directors Item #1
Minutes – Special Meeting – 06.14.23 Page 2 of 2
PROCLAMATION IN HONOR OF PHILIPPINE INDEPENDENCE DAY
Mayor del Rosario stated, “It is an honor to have you all here with us as we celebrate our Filipino and Filipino American community. Colma has such strong ties to the Filipino Community and we are so happy to be able to recognize the important contributions that Filipinos and Filipino Americans have made here in Colma and more broadly in the United States.”
Mayor del Rosario then read a proclamation in recognition of Philippine Independence Day.
RAISING OF THE PHILIPPINE FLAG
Colma Police Officers raised the Philippine Flag, while Ms. Soleil Tropicales, Tourism Director for the Philippine Consulate, sang the Philippine National Anthem.
REMARKS BY MR. NEIL FRANK R. FERRER, CONSUL GENERAL OF THE REPUBLIC OF
THE PHILIPPINES IN SAN FRANCISCO
Mayor del Rosario presented Consul General Ferrer with the proclamation. He thanked Colma for the recognition and made remarks.
REMARKS BY MEMBERS OF THE PUBLIC
Mayor del Rosario asked if any members of the public wished to speak; there were no requests to speak.
ADJOURNMENT
Mayor del Rosario adjourned the meeting at 11:24 a.m. and invited everyone to stay for coffee and treats.
Respectfully submitted,
Caitlin Corley
City Clerk
Minutes – Regular Meeting 06.14.23 Page 1 of 5
MINUTES
REGULAR MEETING
City Council of the Town of Colma
Town Hall Council Chamber
1198 El Camino Real, Colma CA
Also Accessible via Zoom.us
Wednesday, June 14, 2023
7:00 PM
PL
EDGE OF ALLEGIANCE AND ROLL CALL
Mayor del Rosario called the meeting to order at 7:00 p.m.
Council Present – Mayor Joanne F. del Rosario, Vice Mayor John Irish Goodwin, Council Members Ken Gonzalez, Carrie Slaughter and Helen Fisicaro were all present.
Staff Present – City Manager Brian Dossey, City Attorney Christopher Diaz, Police Chief John Munsey, Administrative Services Director Pak Lin, City Planner Farhad Mortazavi, Director of Public Works and Planning Brad Donohue, City Clerk Caitlin Corley and Administrative Technician III Abigail Dometita were in attendance.
The Mayor announced, “Regarding Public Comment: Members of the public who are here in person are requested to complete a yellow speaker card and submit it to the City Clerk.
Those of you on Zoom may make public comments by using the “raise hand” feature in Zoom or, if calling in by phone, by pressing *9 on the telephone keypad. The City Clerk will unmute your microphone and allow you to speak. Comments should be kept to three minutes or less.”
ADOPTION OF THE AGENDA
Mayor del Rosario asked if there were any changes to the agenda. None were requested.
The Mayor asked for a motion to adopt the agenda.
Ac
tion: Vice Mayor Goodwin moved to adopt the agenda; the motion was seconded Council Member Slaughter by and carried by the following vote:
Name Voting Present, Not Voting Absent
Aye No Abstain Not Participating
Joanne F. del Rosario, Mayor
John Irish Goodwin
Ken Gonzalez
Carrie Slaughter
Helen Fisicaro
5 0
Item #2
Minutes – Regular Meeting 06.14.23 Page 2 of 5
PRESENTATION
• Proclamation in Recognition of Philippine Independence Day The Mayor stated, “Earlier today we had a wonderful event at the Community Center to raise the Flag of the Philippines, and present a proclamation in honor of Philippine Independence Day. We were honored to be joined by Mr. Neil Frank R. Ferrer, the Consul General of the Republic of the Philippines in San Francisco. Many other members of the community also joined us to celebrate and recognize the Filipino and Filipino American Community.”
She then read a section of the proclamation.
• Proclamation in support of National Mosquito Control Awareness Week The Mayor presented a proclamation in support of National Mosquito Control Awareness Week June 18-24, 2023.
• 25th Anniversary of Lucky Chances
The Mayor presented a proclamation in recognition of the 25 th Anniversary of Lucky
Chances to Rommel Medina, CEO of Lucky Chances.
PUBLIC COMMENTS
Mayor del Rosario opened the public comment period at 7:17 p.m. Resident Thom Taylor made a comment thanking the Engineering and Public Works Teams for their good communication during the road work on Hillside Boulevard. Seeing no one else request to speak, the Mayor closed the public comment period at 7:19 p.m.
CONSENT CALENDAR
1. Motion to Accept the Minutes from the May 24, 2023 Regular Meeting.
2. Motion to Approve Report of Checks Paid for May 2023.
3. Motion to Adopt a Resolution Adopting a List of Projects for Fiscal Year 2023-24 Funded by SB 1: the Road Repair and Accountability Act of 2017 Pursuant to CEQA Guideline 15301 and 15378.
Action: Vice Mayor Goodwin moved to approve the consent calendar items #1 through 3; the motion was seconded by Council Member Gonzalez and carried by the following vote:
Name Voting Present, Not Voting Absent
Aye No Abstain Not Participating
Joanne F. del Rosario, Mayor
John Irish Goodwin
Ken Gonzalez
Carrie Slaughter
Helen Fisicaro
5 0
Minutes – Regular Meeting 06.14.23 Page 3 of 5
PUBLIC HEARING
4. FY 2023-24 PROPOSED BUDGET AND SALARY SCHEDULE
Administrative Services Director Pak Lin presented the staff report. The Mayor opened the public hearing at 7:28 p.m. and seeing no one request to speak, she closed the public hearing. Council discussion followed.
Action: Vice Mayor Goodwin moved to Adopt a Resolution Appropriating Funds and Adopting the Annual Budget for Fiscal Year 2023-2024, Pursuant to CEQA Guideline 15378; the motion was seconded by Council Member Slaughter and carried by the following vote:
Name Voting Present, Not Voting Absent
Aye No Abstain Not Participating
Joanne F. del Rosario, Mayor
John Irish Goodwin
Ken Gonzalez
Carrie Slaughter
Helen Fisicaro
5 0
Action: Council Member Slaughter moved to Adopt a Resolution Establishing the Accounting Manager Position, Adding it into the Salary Schedule, and Adopting the FY 2023-24 Salary Schedule Pursuant to CEQA Guideline 15378; the motion was seconded by Council Member Gonzalez and carried by the following vote:
Name Voting Present, Not Voting Absent
Aye No Abstain Not Participating
Joanne F. del Rosario, Mayor
John Irish Goodwin
Ken Gonzalez
Carrie Slaughter
Helen Fisicaro
5 0
NEW BUSINESS
5. ADOPTION OF VEHICLE MILES TRAVELED THRESHOLDS AND SCREENING
GUIDELINES
City Planner Farhad Mortazavi introduced Senior Planner Gina Paolini to present the staff report. The Mayor opened the public comment period at 7:36 p.m. Resident Maureen O’Connor made a comment. The Mayor closed the public comment period at 7:43 p.m.
Council discussion followed.
Action: Council Member Fisicaro moved to Adopt a Resolution Adopting Citywide Vehicle Miles Traveled (VMT) Thresholds and Screening Guidelines Establishing VMT as the Standard of Measurement for Analysis of Potential Environmental Impacts from Vehicle Traffic Under the California Environmental Quality Act (CEQA) and Finding That the Minutes – Regular Meeting 06.14.23 Page 4 of 5
Adoption of VMT Thresholds is Not a Project Subject to CEQA; the motion was seconded by Council Member Slaughter and carried by the following vote:
Name Voting Present, Not Voting Absent
Aye No Abstain Not Participating
Joanne F. del Rosario, Mayor
John Irish Goodwin
Ken Gonzalez
Carrie Slaughter
Helen Fisicaro
5 0
6. COMMISSION OF PUBLIC ART
City Manager Brian Dossey presented the staff report. The Mayor opened the public comment period at 7:27 p.m. Residents Liz Taylor and Maureen O’Connor made comments.
The Mayor closed the public comment period at 7:59 p.m. Council discussion followed.
Council requested that the artist enhance the appearance of the moon in the artwork as a nod to the name Colma being derived from the Ohlone word for moon.
Action: Council Member Fisicaro moved to Commission Public Art to Be Displayed on Two Utility Vaults on Junipero Serra Boulevard Pursuant to CEQA Guideline 15301, with the requested changes to the art; the motion was seconded by Vice Mayor Goodwin and carried by the following vote:
Name Voting Present, Not Voting Absent
Aye No Abstain Not Participating
Joanne F. del Rosario, Mayor
John Irish Goodwin
Ken Gonzalez
Carrie Slaughter
Helen Fisicaro
5 0
COUNCIL CALENDARING
There will be a Special Meeting for the Pride Flag Raising on Wednesday, June 28, 2023 at 11:00am at the Colma Community Center.
The next Regular Meeting will be on Wednesday, June 28, 2023 at 7:00pm at Town Hall.
REPORTS
City Manager Brian Dossey gave an update on the following topics:
• The Town has once again be named a Tree City USA by the Arobor Day Foundation. • There will be a barbeque at Veterans Village on Thursday, June 15, 2023.
Minutes – Regular Meeting 06.14.23 Page 5 of 5
• The County has approved Measure K Funds for the electric vehicle charging stations at the Community Center.
• The Lucky Chances 25th Anniversary Celebration will be on Saturday, June 17 at 1:00 p.m. • There will be an ALLICE Kumares and Kumpares event on Saturday, June 17 at 2:30 p.m.
ADJOURNMENT AND CLOSE IN MEMORY
Mayor del Rosario adjourned the meeting at 8:13 p.m. in memory of John Leland, longtime business community member, Allstate Insurance Agent; and Blanid Molloy, longtime proprietor, along with her husband Lanty, of one of Colma’s oldest businesses Molloy’s Tavern. Mother of 8 (including current Molloy’s owner Owen Molloy) and grandmother of 19, Blanid was an active community member, and she will be greatly missed.
Respectfully submitted,
Caitlin Corley
City Clerk
2023 Facility Parking Lot Upgrades and Repairs Project-CIP #953 – Award of Contract Page 1 of 3 June 28, 2023
STAFF REPORT
T
O: Mayor and Members of the City Council
FROM: Brad Donohue, Public Works Director
Dave Bishop, Senior Engineer
VIA: Brian Dossey, City Manager
MEETING DATE: June 28, 2023
SUBJECT: Notice of Award – 2023 Facility Slurry Seal Project
RECOMMENDATION
Staff recommends that the City Council adopt the following resolution:
RESOLUTION AWARDING AND AUTHORIZING THE CITY MANAGER TO EXECUTE A CONSTRUCTION CONTRACT FOR THE 2023 FACILITY PARKING LOT UPGRADES AND REPAIRS PROJECT (CIP #953) , INCLUDING THE COLMA POLICE FACILITY, COLMA
COMMUNITY CENTER, AND CREEKSIDE VILLAS PARKING LOTS, TO AMERICAN ASPHALT REPAIR & RESURFACING COMPANY, INC. IN THE AMOUNT OF $143,243.50 PURSUANT TO CEQA GUIDELINE 15301.
EXECUTIVE SUMMARY
The proposed resolution would award and authorize the City Manager to execute a construction contract with American Asphalt Repair & Resurfacing Company, Inc, (American Asphalt) for the 2023 Facility Parking Lot Upgrades and Repairs Project-CIP #953 (“Project”).
Notice Inviting General Contractors to bid on the Project was published on May 24, 2023 ; bid opening occurred on Thursday , June 15, 2023 . Five (5) total bids were received. Upon due diligence and examination of the bids received, Town Staff determined that American Asphalt is the lowest responsible bidder submitting a responsive bid in the amount of $143,243.50.
In 2019 a n engineer’s estimate of $ 240,000 was established. The reason for the engineer’s estimate being estimated much higher that the bids that came in is due to portions of the original scope of work was reduced, mainly due to rehabilitation work in the Public Works Corporation Yard Parking Lot was removed from the project scope of work. The proposed work now consists of minor asphalt repairs, crack Type III Slurry Surface treatment and new pavement striping and markings at the Colma Police facility, Colma Community and Historical facility and Creekside Villas.
Item #3
2023 Facility Parking Lot Upgrades and Repairs Project-CIP #953 – Award of Contract Page 2 of 3 June 28, 2023
FINANCIAL ANALYSIS
The original project budget was estimated to be $240,000.
The proposed project budget is summarized below:
ENVIRONMENTAL
The City Council’s action in adopting the resolution to award and authorize asphalt and other work in the various parking lots is exempt from the California Environmental Quality Act (CEQA) pursuant to CEQA Guideline 15301 as the operation, repair, and minor alteration of existing public facilities involving no expansion of use.
BACKGROUND
Several of the Town Owned facility parking lots need minor repair, resurfacing treatments along with new striping and pavement markings. The parking lots that will be addressed in this project proposal is the parking lots at the Colma Police Station, Colma Community and Historical Facilities and the drive isles and parking stalls at the Creekside Villas Facility. Originally it was thought that we would rehabilitate the Public Works Corporation yard, it was decided that we would include this work in proposed future facility improvements and enhancements. Bid opening for the Project occurred on June 15, 2023, at 2:00 pm.
ANALYSIS
A total of five (5) bids were received on Thursday, June 15, 2023.
American Asphalt DRYCO Graham Contractors VSS International Pavement Coatings $143,243.50 $159,971.00 $178,788.50 $222,964.00 $253,235.30
Staff reviewed five (5) bid submissions and analyzed each bid item thoroughly . It has been determined that American Asphalt is the lowest responsible bidder submitting a responsive bid, with a bid in the amount of $143,243.50.
Cost Amount
Project Budget $240,000.00
Construction ($143,243.50)
Contingency (10%) ($14,324.00)
Project and Construction Management, Design Support,
and Inspection (8%) ($11,450.00)
Total Project Budget ($169,017.50)
Project Reserve $70,982.50
2023 Facility Parking Lot Upgrades and Repairs Project-CIP #953 – Award of Contract Page 3 of 3 June 28, 2023
COUNCIL ADOPTED VALUES
Adoption of the resolution is consistent with the City Council’s value of being responsible , staying committed to their Capital improvement Plan strategies. The proposed work in the various facility parking lots is the City Council’s commitment to keeping the community’s public and living facilities in good working order.
SUSTAINABILITY IMPACT
Staff is committed to using sustainable practices when and where opportunities present then self on this project.
CONCLUSION
Staff recommends that the City Council adopt a resolution awarding and authorizing the City Manager to execute a construction contract for Facility Parking Lot Upgrades and Repair (CIP #953) to American Asphalt Repair & Resurfacing Company, Inc. in the amount of $143,243.50.
ATTACHMENTS
A. Resolution
B. Bid Tabulation Summary
Reso 2023-__ 2023 Facility Parking Lot Upgrades and Repairs Project – CIP #953 Page 1 of 2 RESOLUTION NO. 2023-__
OF THE CITY COUNCIL OF THE TOWN OF COLMA
RESOLUTION AWARDING AND AUTHORIZING THE CITY MANAGER TO EXECUTE A CONSTRUCTION CONTRACT FOR THE 2023 FACILITY PARKING LOT UPGRADES AND REPAIRS PROJECT (CIP #953), INCLUDING THE COLMA POLICE FACILITY, COLMA
COMMUNITY CENTER, AND CREEKSIDE VILLAS PARKING LOTS, TO AMERICAN ASPHALT REPAIR & RESURFACING COMPANY, INC. IN THE AMOUNT OF $143,243.50 PURSUANT TO CEQA GUIDELINE 15301
The City Council of the Town of Colma does resolve as follows:
1. Background
(a) The Town of Colma opened bids for the 2023 Facility Parking Lot Upgrades and Repairs Project-CIP #953 (“Project”) on June 15, 2023.
(b) Town Staff determined that American Asphalt is the lowest responsible bidder submitting a responsive bid in the amount of $143,243.50.
2. Findings
(a) The City Council finds that American Asphalt is the lowest responsible bidder submitting a responsive bid.
3. Approval and Authorization
(a) Award of the construction contract for the Project in the amount of $143,243.50 is hereby made to American Asphalt.
(b) The construction contract for the Project between the Town of Colma and American Asphalt, a copy of which is on file with the City Clerk, is approved by the City Council of the Town of Colma.
(c) The City Manager is hereby authorized to execute said contract on behalf of the Town of Colma, with such minor technical amendments as may be deemed appropriate by the City Manager and the City Attorney.
(d) A Town controlled ten percent (10%) construction contingency in the amount of $14,324.00 is hereby established for the Project to be used in the event of unforeseen conditions and certain allowance items.
(e) The total Project budget (CIP#953 ) is to be $ 169,017.50 with $143,243.50 for the construction contract, a Town controlled contingency in the amount of $ 14,324.00, and $11,450.00 for construction management, support, and inspection. //
//
Attachment A
Reso 2023-__ 2023 Facility Parking Lot Upgrades and Repairs Project – CIP #953 Page 2 of 2 Certification of Adoption
I certify that the foregoing Resolution 2023-__ was duly adopted at a regular meeting of said City Council held on June 28, 2023 by the following vote:
Name Voting Present, Not Voting Absent
Aye No Abstain Not Participating
Joanne F. del Rosario, Mayor
John Irish Goodwin
Ken Gonzalez
Carrie Slaughter
Helen Fisicaro
Voting Tally
Dated ______________________ ___________________________________ Joanne F. del Rosario, Mayor
Attest: ____________________________
Caitlin Corley, City Clerk
BID SUMMARY
ITEM DESCRIPTION UNIT
ESTIMATED
QUANITY UNIT PRICE TOTAL ITEM UNIT PRICE TOTAL ITEM UNIT PRICE TOTAL ITEM UNIT PRICE TOTAL ITEM UNIT PRICE TOTAL ITEM 1 Mobilization LS 1 5,000.00$ 5,000.00$ 38,200.00 $ 38,200.00$ 40,605.00 $ 40,605.00$ 36,012.72 $ 36,012.72$ 12,500.00$ 12,500.00$ 2 Traffic control & notification LS 1 15,000.00 $ 15,000.00$ 45,000.00 $ 45,000.00$ 36,000.00 $ 36,000.00$ 45,616.00 $ 45,616.00$ 120,000.00$ 120,000.00$ 3 Crack Sealing LS 1 15,000.00 $ 15,000.00$ 8,374.00$ 8,374.00$ 15,000.00 $ 15,000.00$ 8,100.00$ 8,100.00$ 25,000.00$ 25,000.00$ 4 Type ll Slurry and black Agg SY 8100 9.00$ 72,900.00$ 4.25$ 34,425.00$ 6.40$ 51,840.00$ 11.98$ 97,038.00$ 6.00$ 48,600.00$ 5 4" White stripe LF 2000 7.00$ 14,000.00$ 6.00$ 12,000.00$ 7.00$ 14,000.00$ 6.48$ 12,960.00$ 9.35$ 18,700.00$ 6 4" Blue Stripe LF 222 10.25$ 2,275.50$ 11.00$ 2,442.00$ 10.25$ 2,275.50$ 10.80$ 2,397.60$ 13.65$ 3,030.30$ 7 Type l Arrow (3.5' X 10') EA. 10 300.00$ 3,000.00$ 300.00$ 3,000.00$ 300.00$ 3,000.00$ 378.00$ 3,780.00$ 400.00$ 4,000.00$ 8 Type lV Arrow (9' X 15') EA. 1 320.00$ 320.00$ 425.00$ 425.00$ 320.00$ 320.00$ 432.00$ 432.00$ 425.00$ 425.00$ 9 Type Vlll Arow (9' X 15') EA. 1 770.00$ 770.00$ 550.00$ 550.00$ 770.00$ 770.00$ 648.00$ 648.00$ 1,000.00$ 1,000.00$ 10 Handicap International symbol
of Accessibility (ISA) -
DetailA24C EA. 5 575.00$ 2,875.00$ 700.00$ 3,500.00$ 575.00$ 2,875.00$ 1,296.00$ 6,480.00$ 767.00$ 3,835.00$ 11 Handicap Box with 4" White
Hatched Lines LF 237 9.00$ 2,133.00$ 10.00$ 2,370.00$ 9.00$ 2,133.00$ 8.64$ 2,047.68$ 12.00$ 2,844.00$ 12 Pavement Markings Words -$
a KEEP EA. 1 525.00$ 525.00$ 500.00$ 500.00$ 525.00$ 525.00$ 216.00$ 216.00$ 700.00$ 700.00$ b CLEAR EA. 1 575.00$ 575.00$ 535.00$ 535.00$ 575.00$ 575.00$ 270.00$ 270.00$ 767.00$ 767.00$ c EVID EA. 3 455.00$ 1,365.00$ 450.00$ 1,350.00$ 455.00$ 1,365.00$ 216.00$ 648.00$ 607.00$ 1,821.00$ d ADMIN EA. 5 475.00$ 2,375.00$ 465.00$ 2,325.00$ 475.00$ 2,375.00$ 270.00$ 1,350.00$ 634.00$ 3,170.00$ e NUMBERS (1 THROUGH 10) EA. 10 95.00$ 950.00$ 115.00$ 1,150.00$ 95.00$ 950.00$ 162.00$ 1,620.00$ 127.00$ 1,270.00$ f ON DUTY EA. 3 500.00$ 1,500.00$ 475.00$ 1,425.00$ 500.00$ 1,500.00$ 324.00$ 972.00$ 667.00$ 2,001.00$ g WC EA. 1 420.00$ 420.00$ 480.00$ 480.00$ 420.00$ 420.00$ 216.00$ 216.00$ 560.00$ 560.00$ h NO PARKING EA. 4 565.00$ 2,260.00$ 480.00$ 1,920.00$ 565.00$ 2,260.00$ 540.00$ 2,160.00$ 753.00$ 3,012.00$ 143,243.50$ 159,971.00$ *$178,788.50 **$222,964.00 253,235.30$
VVS INTERNATIONAL PAVEMENT COATINGS CONTRACTOR
* Contractor quoted $168,818.50 in their proposal, after recalculating their line item totals their total cost comes to $178,788.50 ** Contractor quoted $215,512.00 in their proposal, after recalculating their line item totals their total cost comes to $222,964.00
TOTAL BASE BID
AMERICAN ASPHALT DRYCO GRAHAM CONTRACTORS
Attachment B
Attachment B
Staff Report re Adoption of the FY 2023-24 Appropriation Limit Page 1 of 2
STAFF REPORT
T
O: Mayor and Members of the City Council
FROM: Pak Lin, Administrative Services Director
VIA: Brian Dossey, City Manager
MEETING DATE: June 28, 2023
SUBJECT: Adoption of FY 2023-24 Appropriation (GANN) Limit
RECOMMENDATION
Staff recommends that the City Council adopt the following:
RESOLUTION ADOPTING THE FY 2023-24 APPROPRIATION LIMIT, PURSUANT TO CEQA GUIDELINE 15378
EXECUTIVE SUMMARY
Each year as part of the annual budget process, the City Council is required by state law to adopt an Appropriations Limit (Limit). The Limit for the Fiscal Year 2023-24 is $63,467,173.
FISCAL IMPACT
Adoption of the Limit will ensure the Town appropriations are in compliance with State requirements. The FY 2023-24 Appropriations subject to the limit (“Proceeds of Taxes”) total $18,708,300, which means the Town is $44,458,873 below the authorized limit.
BACKGROUND
California voters approved propositions amending the State Constitution and requiring the annual Town budget include a calculation of the Appropriations Limit, also known as the Gann Limit. This requirement was imposed by Proposition 4 (1979) and later amended by Proposition 111 (1990).
The requirement imposes a restriction on the amount of governmental revenue which may be appropriated in any fiscal year. The Appropriations Limit was first based on actual appropriations during the base year (1986-87), and it can be increased each year based on a specific formula and specified growth factors. The Appropriations Limit does not apply to all funds. It only applies to funds that are “proceeds of taxes.”
Each year, the adjustment to the Appropriations Limit takes into consideration two factors: 1) the change in the cost of living, and 2) the change in population. For each of these factors, the Town may select between two optional factors. Additionally, State law requires that the calculation factors must be available to the public for 15 days prior to adoption.
Item #4
Staff Report re Adoption of the FY 2023-24 Appropriation Limit Page 2 of 2 To comply with State law, the FY 2023-24 Appropriation Limit was posted on the Town’s website and public noticing on May 22, 2023 and to be adopted on the following City Council meeting.
ANALYSIS
The appropriation limit analysis includes two parts. The first part is the calculation of the appropriation limit based on the change in the county’s or the city’s population and the State’s per capita personal income. The new FY 2023-24 Appropriations Limit, as calculated and attached to the proposed resolution, is $ 63,467,173. The increased adjustment factor of 1. 0399 is calculated using the Town’s population change of negative 0.43 percent and the change in the State per capita personal income of 4.44 percent. These adjustments were published in the Department of Finance’s Price and Population Report.
The second part of the analysis is to verify that the “Proceeds of Taxes” do not exceed the limit calculated above. The “Proceeds of Taxes” is determined based on the City Council adopted budget for the new fiscal year. The City Council adopted the FY 2023 -24 Operating and Capital Budget on June 14, 2023, with a projection of $ 19.29 million as general fund revenues. Of the $19.29 million revenues budget, the “proceeds of taxes” subject to the limit is $18,708,300, which is $44,458,873 less than the FY 2023-24 Appropriations Limit of $63,467,173.
Reasons For the Recommended Action/Findings
Adoption of the FY 2023-24 Appropriation Limit will comply with State laws.
Council Adopted Values
Approval of the FY 2023-24 Appropriation Limit is the responsible action because the Town’s FY 2023-24 Budget complied with State laws.
CONCLUSION
Staff recommends that the Council adopt the attached resolution.
ATTACHMENTS
A. Resolution Adopting the FY 2023-24 Appropriation Limit
Res 2023-##, FY 2023-24 Appropriations Limit Page 1 of 3 RESOLUTION NO. 2023-##
OF THE CITY COUNCIL OF THE TOWN OF COLMA
R
ESOLUTION ADOPTING THE FY 2023-24 APPROPRIATION LIMIT,
PURSUANT TO CEQA GUIDELINE 15378
The City Council of the Town of Colma does resolve as follows.
1. Background
(a) Article XIIIB of the California Constitution places certain restrictions on annual appropriations by cities;
(b) The restrictions only apply to those appropriations which meet the definition of “Proceeds of Taxes”;
(c) The FY 2023-24 Appropriations Limit Calculation was publicly noticed and posted on the Town’s website on June 14, 2023, which is more than fifteen days for review consistent with California Government Code Section 7910;
(d) The adoption of the Appropriations Limit must identify the optional calculation factors to be used as adjustment factors.
2. Findings
(a) The first adjustment factor, the Town must select between: (A) the change in Town population, or (B) Countywide population, and the Town has selected the Change in Colma’s population; and
(b) The second adjustment factor the Town must select between: (1) the change in the State per capita income, or, (2) the change in the assessed valuation of local nonresidential construction, and the Town has selected the change in the State per capita income; (c) The detailed calculation of the Appropriations Limit for Fiscal Year 2023-24 is described in Exhibit A, attached hereto and by reference made a part hereof. (d) The City Council finds that the Fiscal Year 2023-24 budget does not exceed the constitutional appropriation limit placed on “Proceeds of Taxes” for Fiscal Year 2023-24 and is $44,758,873 below the authorized limit.
3. Appropriation Limit
The Appropriation Limit for the Fiscal Year 2023-24 shall be, and hereby is determined to be $63,467,173.
//
//
Attachment A
Res 2023-##, FY 2023-24 Appropriations Limit Page 2 of 3
Certification of Adoption
I certify that the foregoing Resolution No. 2023-## was duly adopted at a regular meeting of the City Council of the Town of Colma held on June 28, 2023, by the following vote:
Name Voting Present, Not Voting Absent
Aye No Abstain Not Participating
Joanne F. del Rosario, Mayor
John Irish Goodwin
Ken Gonzalez
Carrie Slaughter
Helen Fisicaro
Voting Tally
Dated ______________________ ___________________________________ Joanne F. del Rosario, Mayor
Attest: ____________________________
Caitlin Corley, City Clerk
Res 2023-##, FY 2023-24 Appropriations Limit Page 3 of 3
EXHIBIT TO RESOLUTION 2023-##
FISCAL YEAR 2023-24 APPROPRIATIONS LIMIT
Each year, the adjustment to the Appropriations Limit takes into consideration two factors: 1) the change in the cost of living, and 2) the change in population. For each of these factors, the Town may select between two optional factors.
Selection of Optional Factors
1. Change in Population (Town of Colma vs. San Mateo County)
Options
Population
1/1/2022
Population
1/1/2023
% Increase
a. Town of Colma 1,371 1,359 -0.43%
b. County of San Mateo 740,711 737,515 -0.88%
2. Change in State per capita Personal Income vs. Colma Non-Residential Building Construction Options % Increase
a. Change in State Per Capita Personal Income 4.44%
b. Change in Colma Non-Residential Assessed Valuation N/A* * Change in non-residential assessed valuation was not available.
For the Fiscal Year 2023-24 calculation, the Town selected Colma’s population growth rate of -0.43% and the change in the State Per Capita Income of 4.44%.
APPROPRIATION LIMIT CALCULATION 2023-24
Population Change (San Mateo Co.) 0.43% ((0.0043+100)/100 = 1.0043) State Per Capita Personal Income 4.44% ((0.0444+100)/100 = 1.0444) Calculation of Factor for 2023-24 1.0399 1.0043 x 1.0444 = 1.0399 Prior Year Appropriation Limit (2022-23) $ 61,031,996 Appropriation Limit 2023-24 $ 63,467,173 61,031,996 x 1.0399 = 63,467,173 The 2023-24 Appropriations subject to the limit (“Proceeds of Taxes”) total $18,708,300, which means the Town is $44,458,873 below the authorized limit.
Staff Report – Sanitary Sewer Management Plan Update Page 1 of 4
STAFF REPORT
T
O: Mayor and Members of the City Council
FROM: Brad Donohue, Director of Public Works
Muneer Ahmed, Senior Project Manager
VIA: Brian Dossey, City Manager
MEETING DATE: J une 28, 2023
SUBJECT: Sewer System Management Plan (SSMP) Update
R
ECOMMENDATION
St
aff recommends the City Council adopt:
RE
SOLUTION APPROVING THE TOWN’S UPDATED SEWER SYSTEM MANAGEMENT PLAN (SSMP) PURSUANT TO CEQA GUIDELINE 15301
E
XECUTIVE SUMMARY
T
he purpose of the Town’s Sewer System Management Plan (SSMP) is to document activities that the Town utilizes to effectively manage its wastewater collection system. The City Council approved the Town’s SSMP in January 2011 (Resolution 2011-01). The Town’s SSMP was subsequently updated in March 2017 as required by the State Water Resources Control Board’s (SWRCB) Statewide General Waste Discharge Requirements (WDRs) for Sanitary Sewer Systems Order No. 2006- 0003 DWQ (Order) and WQ 2013- 0058-EXEC. The document was last updated in November 2022 t o address the findings of SWRCB’s audit of the Town’s SSMP. This updated SSMP is required to be approved by the City Council.
F
ISCAL IMPACT
T
here are no fiscal implications involved specifically with the SSMP document. Continuing maintenance and care for the Sewer System infrastructure is included in the annual sewer budget.
E
NVIRONMENTAL
T
he City Council’s action in adopting the resolution to approve the updated SSMP is exempt from environmental review pursuant to the California Environmental Quality Act (CEQA), and specifically Guideline 15301 , as the updated SSMP relates to the Town’s existing sewer infrastructure and Guideline 15301 specifically notes that it applies to the operation and maintenance of existing utility sewer infrastructure.
Item #5
Staff Report – Sanitary Sewer Management Plan Update Page 2 of 4
BACKGROUND
The Town of Colma owns and operates a sanitary sewer collection system. The Town is required to comply with the State Water Resources Control Board’s adopted Order No. 2006- 003 DWQ (Order) and WQ 2013-0058-EXEC.
The Order is designed to facilitat e prevent ion and reduction of sanitary sewer overflows (SSO’s) by outlining steps and actions to implement. These steps and actions are outlined in the various elements of the SSMP. The Order requires the Town to apply and enroll for coverage under this O rder, rep ort sanitary sewer overflows to regulatory agencies, and develop and implement a Sewer System Management Plan (SSMP).
The Town enrolled for coverage under this Order in October 2006. The City Council approved the Town’s SSMP in January 2011 (Res olution 2011-01). The Town’s SSMP was updated in March 2017 and subsequently in November 2022 to address the findings of SWRCB’s audit of the Town’s SSMP.
The Order requires the City Council to approve the updated SSMP and certify that the final SSMP and its constituent subparts are in compliance with the Sanitary Sewer Order.
The proposed Sanitary Sewer System Management Plan commits the Town to properly manage, operate, and maintain all parts of the wastewater collection system; provide adequate capacity in the collection system to convey peak flows ; minimize the frequency of sanitary sewer overflows (SSOs); and mitigate the impact of SSOs . The Town’s SSMP is designed to be a living document and will be updated as needed.
ANALYSIS
Under the SSMP, the Town commits to achieving the following objectives and performing the following tasks by setting forth protocols and procedures for the following:
1. Actively perform preventative maintenance of the collection system to decrease and prevent SSOs,
2. Inspect and clean all sewer mains on periodic basis,
3. Continue video condition assessment of the sewer mains and maintain root control program,
4. Identify collection system blockages due to fats, oil and grease (FOG) and develop strategies to decrease backups,
5. Development of a c apital improvement program directed at maintaining the collection system, improving system reliability and providing adequate future capacity needs,
6. Respond, document, notify and report SSOs to the regulatory agencies.
The goal of the SSMP is to provide a plan and schedule to properly manage, operate, and maintain all parts of the sanitary sewer system. There are eleven (11) mandatory components to the SSMP:
1. SSMP Goals
2. Organization of Personnel, chain of command and Communications
3. Legal Authority
Staff Report – Sanitary Sewer Management Plan Update Page 3 of 4
4. Operation and Maintenance Program (Measures and Activities)
5. Design and Performance Provisions (Design & Construction Standards)
6. Overflow Emergency Response Plan
7. Fats, Oils, and Grease (FOG) Control Program
8. System Evaluation and Capacity Assurance Plan (Capacity Management)
9. Monitoring, Measurement, and Program Modifications
10. SSMP Program Audits
11. Communication Program
The SSMP also commits the Town to do the following:
• Prevent illegal discharges into the sanitary sewer system from sewer laterals, storm water infiltration, unauthorized debris, etc.,
• Require proper design and construction of sewers and connections, • Establish a FOG (Fats, Oils, and Grease) control program, inspect facilities, and provide outreach to limit the discharge of Fats, Oils, and Grease and other debris that may cause blockages in the sewer system,
• Conduct periodic training on the emergency response and containment of sewer spills, • Sewer overflow response, d ocumentation, notification and r eporting of sewer overflows to the regulatory agencies,
• Outreach to plumbers and building contractors on construction best management practices (BMP’s) to prevent blockage of sewer lines from construction related debris.
In the opinion of the City Engineer, the final SSMP complies with State Water Resources Control Board’s Order and staff recommends that the City Council adopt a finding to that effect.
REASONS FOR THE RECOMMENDED ACTION
The Town’s SSMP was updated in March 2017 and subsequently in November 2022 as required by the SWRCB’s Order an d also to address the findings of SWRCB’s audit of the Town’s SSMP.
The Order requires the City Council to approve the updated SSMP and certify that the final SSMP and its constituent subparts are in compliance with the State Water Board’s Sanitary Sewer Order.
NEXT STEPS
After the Council approves the updated SSMP, a copy will be kept on file at Town Hall to be made available to the public on request. The Town will periodically review the SSMP and update the plan as needed.
COUNCIL ADOPTED VALUES
Adoption of the proposed resolution is a Responsible action because the Sanitary Sewer System Management Plan commits the Town to properly manage, operate, and maintain all parts of the wastewater collection system. This will help prevent sanitary sewer overflows and protect the water ways.
Staff Report – Sanitary Sewer Management Plan Update Page 4 of 4
CONCLUSION
The updated SSMP is complete and is hereby presented to the Council for approval.
Staff recommends that the City Council adopt the attached resolution approving the Sewer System Management Plan (SSMP)
ATTACHMENTS
A. Resolution with Exhibit A – Sewer System Management Plan (SSMP) Res. 2023-__, Updated Sewer System Management Plan (SSMP) Page 1 of 2 RESOLUTION NO. 2023-__
OF THE CITY COUNCIL OF THE TOWN OF COLMA
RE
SOLUTION APPROVING THE TOWN’S UPDATED SEWER SYSTEM MANAGEMENT PLAN (SSMP) PURSUANT TO CEQA GUIDELINE 15301
The City Council of the Town of Colma does hereby resolve as follows:
1. Background
(a) The Town of Colma owns and operates a sanitary sewer collection system. The Town is required to comply with the State Water Resources Control Board’s adopted Order No. 2006-003 and WQ 2013-0058-EXEC.
(b) State Water Resources Control Board’s adopted Order No. 2006-003 adopted in May 2006 states:
“All federal and state agencies, municipalities, counties, districts, and other public entities, known as “Enrollees”, that own or operate a sanitary sewer system greater than one mile in length that collect and/or c onvey untreated or partially treated wastewater to a publicly owned treatment facility in the State of California to comply with the terms of this Order.”
(c) Order 2006-003 is designed to facilitate prevention and reduction of sanitary sewer overflows (SSO’s) by outlining steps and actions to implement. These steps and actions are outlined in the various elements of the SSMP.
(d) The Town previously enrolled for coverage under this Order in October 2006. The City Council also previously approved the Town’s SSMP in January 2011 (Resolution 2011 -01). The Town’s SSMP was subsequently updated in March 2017 as required by the State Water Resources Control Board’s (SWRCB) Statewide General Waste Discharge Requirements (WDRs) for Sanitary Sewer Systems Order No. 2006-0003 DWQ (Order) and WQ 2013-0058-EXEC. (e) Staff is now recommending that the City Council adopt the updated SSMP and certify that the updated SSMP and its constituent subparts are in compliance with the Sanitary Sewer Order.
2. Findings
The City Council finds that the updated Sanitary Sewer System Management Plan and its constituent parts are in compliance with State Water Resources Control Board’s Order No. 2006- 003.
3. Order
The City Council hereby approves and adopts the updated Sanitary Sewer System Management Plan and certifies that the updated SSMP and its constituent subparts are in compliance with the Sanitary Sewer Order.
Attachment A
Res. 2023-__, Updated Sewer System Management Plan (SSMP) Page 2 of 2 Certification of Adoption
I certify that the foregoing Resolution No. 2023-__was duly adopted at an adjourned regular meeting of the City Council of the Town of Colma held on June 28, 2023, by the following vote:
Dated ______________________ ___________________________________ Joanne F. del Rosario, Mayor
Attest: ____________________________
Caitlin Corley, City Clerk
Name Voting Present, Not Voting Absent
Aye No Abstain Not Participating
Joanne F. del Rosario, Mayor
John Irish Goodwin
Ken Gonzalez
Carrie Slaughter
Helen Fisicaro
Voting Tally
TOWN OF COLMA
SA
NITARY SEWER SYSTEM MANAGEMENT PLAN
(SSMP)
Draft November 2022
City Council Adoption Date: / /2022
Exhibit A
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Updated October 2022
Table of Contents
SSMP OVERVIEW ............................................................................................................ 1 ELEMENT 1: GOALS ...................................................................................................... 3 ELEMENT 2: ORGANIZATION ..................................................................................... 5 ELEMENT 3: LEGAL AUTHORITY .............................................................................. 8 ELEMENT 4: OPERATIONS AND MAINTENANCE PROGRAM ............................ 10 ELEMENT 5: DESIGN AND PERFORMANCE PROVISIONS .................................. 14 ELEMENT 6: OVERLFOW EMERGENCY RESPONSE PLAN ................................. 15 ELEMENT 7: FATS, OILS AND GREASE (FOG) CONTROL PROGRAM ............... 19 ELEMENT 8: SYSTEM EVALUATION AND CAPACITY ASSURANCE PLAN .... 21 ELEMENT 9: MONITORING, MEASUREMENT AND PLAN MODIFICATIONS .. 22 ELEMENT 10: SSMP PROGRAM AUDITS ................................................................. 24 ELEMENT 11: COMMUNICATION PLAN .................................................................. 25
ATTACHMENTS
Attachment A – Sanitary Sewer System Map
Attachment B – Town Inventory of contingency equipment
Attachment C - Standard Details Colma, Daly City, South San Francisco and CMC Attachment D - Overflow Emergency Response Plan (OERP) Attachment E – Executive Orders and Reporting Requirements Attachment F – Communications Protocol
Attachment G – 2022 NSMCSD Call Out List
Attachment H – City of SSF Fog Inspection SOP and ERP
Attachment I – Colma Municipal Code Extracts
Attachment J - Resolution Adopting SSMP – to be added after adoption
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SSMP OVERVIEW
1 SSMP OVERVIEW
I. Intr
oduction
T
he purpose of the Town of Colma’s Sewer System Management Pl an (SSMP) is to document activities that the Town utilizes to effectively manage its wastewater collection system.
T
his Sewer System Management Plan (SSMP) has been prepared in compliance with the requirements of the State Water Resources Control Board (SWRCB) Statewide General Waste Discharge Requirements (WDRs) for Sanitary Sewer Systems Order No. 2006-0003 DWQ (Order) and WQ 2013-0058-EXEC. The purpose of the Order is to provide a consistent statewide approach for eliminating Sanitary Sewer Overflows (SSOs). As required, a copy of the SSMP is maintained at the Town of Colma Engineering Dept and is available to the public, state and the Town’s operating and maintenance personnel via the Town’s website. The Town’s SSMP is designed to be a living document and will be updated as needed (e.g., as a result of SSMP audit findings).
II. Sa
nitary Sewer System Overview
Th
e Town of Colma “Town” i s a sma ll municipality with a populat ion of approximately 1,500 residents , spread over a 2 square mile area. The Town has approximately 33,600 lineal feet of sewer mains and 165 manholes in its wastewater collection system. The Town owns the sewer collection system but does not have its own wastewater treatment plant. The Town contracts with the North San Mateo County Sanitation District (NSMCSD) and the City of South San Francisco for waste water treatment and sewer system maintenance . The Town’s se wer system is gravity flow. There are no forced mains or p ump stations owned/maintained by the Town.
III. P
lan Overview
This SSM P has been prepared by the Town of Col ma in compli ance with requirements of the State Water Resource Control Board (SWRCB) pursuant to section 13267 of the California Water Code.
T
he SSMP i s in tended to meet the requirements o f both the SWRCB and the Statewide General Waste Discharge Requirements (GWDR).
T
he SSMP includes eleven elements as listed below. Parenthesis indicates t itle of the comparable RWQCB SSMP element.
SSMP OVERVIEW
2 SSMP Elements
ELEMENT 1: SSMP Goals
ELEMENT 2: Organization of Personnel, chain of command and Communications ELEMENT 3: Legal Authority
ELEMENT 4: Operations and Maintenance Program (Measures and Activities) ELEMENT 5: Design and Performance Provisions (Design & Construction Standards) ELEMENT 6: Overflow Emergency Response Plan
ELEMENT 7: Fats, Oils and Grease (FOG) Control Program
ELEMENT 8: System Evaluation and Capacity Assurance Plan (Capacity Management) ELEMENT 9: Monitoring, Measurement and Plan Modifications ELEMENT 10: SSMP Program Audits
ELEMENT 11: Communication Plan
IV. Sewer System Management, Plan Update, SSO Response and Reporting
Town of Colma Engineering Departm ent is responsible for devel oping and updating the SS MP. The E ngineering Department also ov ersees de velopment and implementation of the capital improvement program needs of the sewer collection system.
The Public Wo rks and Maintenance Department is res ponsible for day-to-day site inspections, sanitary s ewer overflow response and coordination with t he se wer agencies for implementation of the FOG program.
SSMP – Important Dates:
SSMP Update 2011
CC Approval of SSMP update January 2011
SSMP Update March 2017
SSMP Update 11.2022
City Council Approval of SSMP Update (Attachment J) TBD ELEMENT 1:
GOALS
3 ELEMENT 1: GOALS
The Goals of the Town are to effectiv ely man age and maintain its wastewater collection system in order to provide a saf e and he althy liv ing environment fo r its citizens, and to diligently f ollow the standards and safeguards as outlined in the Federal Clean Water Act.
The SSMP Goals are to:
• Properly manage, operate, and maintain all parts of the wastewater collection system;
• Provide adequate capacity in the collection system to convey peak flows; • Minimize the frequency of sanitary sewer overflows (SSO’s); and • Mitigate impacts associated with SSO’s.
The other objectives of the SSMP also include:
• Actively pe rform preventative maintenance o f the c ollection system to decrease SSOs;
• Clean half of all sewer mainlines annually
• Continue video condition assessment of the sewer mains and maint ain root control program;
• Identify collection system blockages due to fats , oil and grease (FOG) and develop strategies to decrease backups;
• Maintain a capital improvement program directed at maintaining the collection system , improving system reliability, and providing adequate future capacity needs;
• Train staff and ensure the safety of Town employ ees and the public at large; and
• Meet all applicable regulatory notification and reporting requirements.
ELEMENT 1:
GOALS
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ELEMENT 2:
ORGANIZATION
5 ELEMENT 2: ORGANIZATION
The SSMP must identify the following:
a) The name of the responsible or authorized representative. b) T he names and telephone numbers for managem ent, administrative, and maintenance positions responsible for implementing specific measures in the SSMP program. The SSMP must identify lines of au thority through an organization chart or similar document with a narrative explanation; and c) T he chain of communication for reporting the S SOs, from receipt of a complaint or other information, including the person re sponsible for reporting SSOs to the State and Regional Water Board and other agencies if applicable.
2.1 General
This section of the SSMP de scribes the organizat ion of Town staff and contracto rs responsible for sewer-related work, including staff responsible for implementing this SSMP, responding to SSO events, and meeting the SSO reporting requirements. This section also includes t he designat ion of the of the Authorized Representative and the Legally Responsible Official (LRO) to meet SWRCB requirements for completing and certifying spill rep orts. T he Authorized Representative is the Director of Public Works and LRO’s for the T own of Colma ar e the Director of Pub lic Works and the Maintenance Superintendent.
2.2 Department Organization
The organization chart represents the r oles of each individual or group, which as a whole, is re sponsible for the impl ementation, management, and update of the Sanitary Sewer Management Plan (SSMP). T he comm unication Protocol (Attachment F) identifies agency staff that is responsible for managing the S anitary Sewer Overflow (SSO) respo nse, investigation, and rep orting of the SSO to the appropriate parties.
ELEMENT 2:
ORGANIZATION
6 Organizational Chart
ELEMENT 2:
ORGANIZATION
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ELEMENT 3:
LEGAL AUTHORITY
8 ELEMENT 3: LEGAL AUTHORITY
The SSMP must include the following:
a) Prevent illicit discharges into its sanit ary sewer system (examples may include I/I, storm water, chemical dumping, unauthorized debris and cut roots, etc.). b) Require that sewer and connections be properly designed and constructed. c) Ensure access for maintenance, inspection, or repairs f or porti ons owned o r maintained by the Public Agency.
d) Limit t he discharge of fats, oils, and grease and other debris that may cause blockages; and
e) Enforce any violation of its sewer ordinances.
3.1 General
The Town has a comprehensive ordinance on re gulations and restrictions for discharge of water and waste , identified in Chapter 3.04, 3.08 and 3.09 of the Municipal Code. Additionally, Chapter 3.06 pertains to regu lations and restrictions of in dividual sewage disposal systems and Ch apter 3.07 deals with Sewer Service Charges. The Town ’s Municipal Code can be found on the Town's website at colma.ca.gov and the pertinent sections are provide in Attachment I.
3.2 Required Elements
A. Prevent illicit discharges into the san itary sewer syst em including I/ I from laterals, stormwater, unauthorized debris, etc.
These items are controlled specifically in sections:
3.04: Regulation of sewers and restrictions on discharge of water and waste
3.08: Water Quality Control - South San Francisco System
3.09: Water Quality Control – North San Mateo County Sanitation District
B. Require proper design and construction of sewers and connections
3.04.040 Individual Sewage Disposal System
3.04.080 Construction of Side Sewers and connection with Main Sewers
3.06 Individual Sewage Disposal Systems
These secti ons require that all constr uction or alteration o f any building sewer, sanitary sewer, public sewer, side sewer, or other facility shall requ ire approval by the Town. This approval is accomplish ed b y requiring an encr oachment permi t and/or building permit. The p ermit re quires that t he work be done in acc ordance with Town/Sewer District’s standards or as specifically approved by the City Engineer or his/her designee.
ELEMENT 3:
LEGAL AUTHORITY
9 C. Ensure access for maintenance , in spection, and repai rs to private sewer connections
3.04.120 Powers and Authorities of Inspectors
This se ction pertains to inspections and enforcement of provisions of the Sewer Ordinance. This sec tion requires that property owners mus t provide unobs tructed access to private sewer system on their property.
D. Limit the discharge of FOG (Fats, Oils, and Grease) and other debris that may cause blockages
3.08.130 General Discharge Regulations
3.08.150 National Pretreatment Standards
3.08.190 Harmful Discharges
3.09.110 Prohibited I/I Discharges
3.09.120 Prohibited Discharges
3.09.140 Acceptance of Deleterious Wastes
3.09.150 Maintenance of Pretreatment Facilities
3.09.160 Interceptors Required
3.09.170 Interceptors Maintenance
3.10.180 Control Manholes
E. Enforce violations of its sewer ordinance.
3.04.270 Notice of Violation
3.04.310 Misdemeanor
3.04.320 Liability of Violation
3.04.330 Protection from Damage
3.08.220 Enforcement
3.09.050 Violation Declared Unlawful
ELEMENT 4:
OPERATIONS AND MAINTENANCE PROGRAM (MEASURES AND ACTIVITIES) 10 ELEMENT 4: OPERATIONS AND MAINTENANCE PROGRAM
(MEASURES AND ACTIVITIES)
The SSMP operations and maintenance (O&M) program must include the following:
a) Maintain an up- to-date map of the sanitary sewer system , showing all gravity l ine segments and manholes, pumping facilities , pressure pipes and valves, and applicable storm water conveyance facilities;
b) Describe routine preventive operatio n a nd maintenance activities by staff and contractors, including a sy stem for scheduling regular mai ntenance and cleaning of the sanitary sewer system with more frequent cleaning and maintenance targeted at known problem areas . The Preventative Maintenance program should have a system to document scheduled and conducted activities, such as work orders; c) Develop a rehabilitation and replace ment plan to ide ntify a nd prioritize system deficiencies and implement short -term and long -term re habilitation actions to address each deficiency. The program should include re gular vis ual an d TV inspections of manholes and sewer pipes, and a system for ra nking the condit ion of sewer pipes and scheduling rehabilitation. Rehabilitation and replacement s hould focus on sewer pipes that are at risk of collapse or prone to more frequ ent blockages due to pipe defects.
Finally, the rehabilitation and replacement pla n should include a capital improvement plan that addresses proper management and protection of the infrastructure assets. The plan shall include a time schedule for implementing the short- and long-term plans plus a schedule for developing the funds needed for the capital improvement plan; d) Provide training on a regular basis for staff in sanitary s ewer system operati ons and maintenance, and require contractors to be appropriately trained; and e) Provide equipm ent and replacement part inventories, includi ng identificat ion and critical replacement parts.
4.1 Collection System Map
This section requ ires that each waste water collection system agency maintain up -to- date maps of its wastewater collection system facilities.
The Town’s collection system is di vided into two (2) re gions: northern portion of the Town connected to and serviced by the North San Mateo County Sanitation District, and The southern portion of the col lection system connected to the City of Sou th San Francisco.
The Town has paper maps of the Town’s wastewater collection system in the Engineering Office and the Maintenance Cor p Ya rd. Updated maps o f rehabilitated areas are also available at the Engineering Office.
ELEMENT 4:
OPERATIONS AND MAINTENANCE PROGRAM (MEASURES AND ACTIVITIES) 11 The Town also has a GIS map of th e wastewater collection system. T he GIS map identifies key indicators like the Manhole ID, Pipe Diameter, Pipe Length, Slope, Etc.
A copy of the sewer system GIS map is included in Attachment A.
4.2 Resources and Budget
The Town allocates f unding resources in the Public Works Operat ions and Maintenance Budget for minor maintenance and repair of its wastewater collection sys tem. The Town has an agreement with the North San Mateo County Sanitation Di strict (NSMCSD) for annual cleaning and video inspection of the Town’s sewer system.
Based on the re view an d results of the CCTV inspection reports, the Town program s major reh abilitation, repair and up grades of the collection system into the Capital Improvement Plan (CIP).
4.3 Town wide CCTV Inspection, Cleaning, Response and Source Control
The Town has an agreement with North San Mateo County Sanitation District (NSMCSD – “District”) for wastewate r collection system maintenance services for the so uthern portion of the collection system that connects to the City of South San Francisco.
The scope o f work under this maintenance agreement is to clean 20,836 LF of mains (50% sout h system) annually and perform CCTV inspections throughout the system as needed or at a minimum every 5 years.
The Distric t provi des corrective maintenance and emergency call servic e to ad dress system blockages and overflow clea nup. The District also perfo rms collection system source control inspection of affected commercial busine sses associated with the FOG program.
The northern sewer system that connects to the District is servic ed by the District in accordance with the schedule and standards set forth for properties within the NSMCSD. The sou thern sewer system that connects to the City of South San Francisco (SSF) is s erviced by the C ity of Daly City throug h a contractual agreement between Colma and Daly City.
4.4 Prioritized Preventive Maintenance
The Town has an aggressive preventative maintenance (PM) program for problem areas of the collection system. The problem are as are identified during the a nnual cleaning and inspection process and preventative maintenance and/or repairs are scheduled accordingly on a p riority basis. The Town has several hot spot loc ations identified that include the two siphons on El Camino Real and a few areas where roots o f FOG ha ve ELEMENT 4:
OPERATIONS AND MAINTENANCE PROGRAM (MEASURES AND ACTIVITIES) 12 been issues in the past. These hot spot areas are cleaned 3 times per years in coordination with the District (NSMCSD).
4.5 Prioritization of Repair and Rehabilitation
The f unding for preventative repair of any major line rep lacement is identified in the five-year capital improvement plan . The funding has been established to make prioritized line repair s ident ified as par t of the CCTV condition assessment of the collection system and the Wastewater Collection System Mas ter Plan (WCSMP). Th is program prioritizes the repai r of st ructural defects to ensure that the system can consistently provide service and prioritizes the repair of defects such as protruding taps, damaged pipes, and roots that cause backups and SSOs.
4.6 Scheduled Inspections and Condition Assessment
The T own uses a proactive method by actively seeking out and correcting structural deficiencies prior to system failure. Condition assessments are performed through CCTV inspections for each sewer facility to determine the location and extent of the problem areas.
4.7 Contingency Equipment and Replacement Inventories
The Town contracts with NSMCSD for emergency response to sewer spills. The Town’s maintenance department is typically the first responder w hen an SSO is de tected.
Securing the area for public safet y, plugging the downstream storm drain manhole, and possibly pumping the overflow back into th e sanitary sewer system is performed by the maintenance crew. NSMCSD performs the rehabilitation and cleaning of the affected area(s).
An inventory of the Town’s contingency equipment is attached in Attachment B for reference.
4.8 Training
NSMCSD trains and coordinates with the Town’s Maintenance Staff on the em ergency response and containment of sewer spills annually and on a case by case basis.
In addition, the Town’s maintenance and engineering staff attends training such as the annual Sewer Smart Summit by ABAG for controlling sanitary sewer overflows.
The Town also works with ABAG ’s consultant i n development and training of sanitary sewer overflow and backup response plan.
ELEMENT 4:
OPERATIONS AND MAINTENANCE PROGRAM (MEASURES AND ACTIVITIES) 13 In addition, Town’s maintenance staff will annually review SSO prevention, response and reporting requirements. Also, informational documents from trainings are available in the Engineering office for staff’s review and guidance.
4.9 Outreach to Plumbers and Building Contractors
Outreach to plumbers and building contractors is done at the pre-construction meetings. Construction standards and BMP’s are addressed during the plan review and inspection stages.
4.10 Preventive Maintenance Measures of Success
The Town of Colma measures the success of its preventive maintenance program by comparing the total length of pipes cleaned annually vs how many line blockages or SSO’s occur on an annual basis.
ELEMENT 5:
DESIGN AND PERFORMANCE PROVISIONS (DESIGN AND CONSTRUCTION) 14 ELEMENT 5: DESIGN AND PERFORMANCE PROVISIONS
(DESIGN AND CONSTRUCTION)
The SSMP requires the following design and performance requirements:
a) Design and construc tion standards and specifications for the ins tallation of new sanitary sewer systems, pump stat ions and other ap purtenances; and for the rehabilitation and repair of existing sanitary sewer systems; and b) Procedures and stand ards for inspecting and testing the installat ion of new se wers, pumps, and other appurtenances and for rehabilitation and repair projects.
5.1 Standards for Installation, Rehabilitation and Repair
Design standards for installation, rehabilitation and rep air are regulated by the Town of Colma’s Municipal Code (CMC), standard specifications and standard details. The Town also utilizes design sta ndards a nd gui delines specified by the neighboring sewer agencies. See Attachment C for referenced material.
In addition, any new sewer construction, rehabilitation or rep air in the northern portion of the Town connected to the NSMCSD is reviewed and inspected by the District staff.
5.2 Standards for Inspection and Testing of New and Rehabilitated Facilities
Standards for inspection and testing are specified in the Town’s standard specificat ions.
The Town also utilizes standards and guidelines specified by the District for connections within the NSMCSD boundaries.
In addition, any new sewer construction, rehabil itation or repair in the northern portion of the Town connected to the NSMCSD is reviewed and inspected by the District staff.
ELEMENT 6:
OVERFLOW EMERGENCY RESPONSE PLAN
15 ELEMENT 6: OVERLFOW EMERGENCY RESPONSE PLAN
The Town must develop and implement an overflow emergency response plan (OER P) which includes the following:
a) Proper notif ication proce dures so that the primary responders and regulatory agencies are informed of all SSOs in a timely manner;
b) A program to ensure an appropriate response to all overflows; c) Procedures to ensure pr ompt notificatio n to appropr iate regulatory agencies an d other potentially affected entities (e.g. health agencies, Regional Wate r Boards, water suppliers, etc.) of all SSOs that potentially affect public health or reach the waters of the State in accordance with the MRP. All SSOs sh all be reported in accordance w ith this MRP, the California Water Code, other State Law, and other applicable Reginal Water Board WDRs or NPD ES permit requirements. The SSMP should identify the officials who will receive immediate notification;
d) Procedur es to ensure that appropriate s taff and contract or personnel are aware of and follow the Emergency Response Plan and are appropriately trained; e) Procedures to address emergency operations, such as traffic and crowd control and other necessary response activities; and
f) A program to ensure that all re asonable steps are taken to contain and prevent the discharge of untreated and partially trea ted wastewater to waters of the United States and to minimize or correct any adverse im pact on the envi ronment resulting from the SSOs, includ ing such accelerated or additional monitoring as may be necessary to determine the nature and impact of the discharge.
Due to the limited size of the Town of Colma, internal servicing of SSO’s, be yond initial assessment, response and reporting is not pe rformed by Town perso nnel, but contracted to the North San Mateo County Sanitation District (NSMCSD).
In Element 2 of this plan, the Town’s organizational chart clearly identifies the internal chain of command and responsib ilities during a SSO even t. In a ddition, the Town’s Emergency Overflow Response Plan (OERP), Attachment D provides call out procedures.
Procedure Overview:
1) SSO complaint received;
2) Public Works Department responds to the reported location to assess t he situation and provides initial site control;
3) Public Works Department conta cts co ntracted Agency for further assessment and to perform site cleanup and investigation of the cause of the SSO; 4) Public Works Department notifies the Engineering Department of the SSO; and 5) Engineering Department reports the SSO per the OERP.
ELEMENT 6:
OVERFLOW EMERGENCY RESPONSE PLAN
16 Categories
Category 1 : Discharges of untreated wastewater of any v olume resulting from an d enrollee’s sanitary sewer system failure or flow condition that:
• Reach surfac e wate r and/or reach a dra inage channel tributary to a s urface water, or
• Reach a Municipal Separate State Sewer System (MS4) and are not fully captured and returned to the sanitary sewer system or not otherwise captured and disposed of properly. Any volume of wastewater not recovered from the MS4 is considered to have reached surface wate r unless the storm drain system discharges to a dedicated sto rm water or groundwater infiltra tion basin (e.g., infiltration pit, percolation pond).
Category 2: Discharges of untreated or partially treated wastewater of 1,0 00 gallons or greater resulting from an enrollee’s sanita ry sewer system failure or flow cond ition that do not reach surface water, a drainage channel, or the MS4 unless the entire SSO volume discharged t o the storm drain system is ful ly recovered and disp osed of properly.
Category 3: All other discharge s of u ntreated or partially treated wastewa ter resulting from a failure or flow condition within the Town’s SS collection system.
Private Lateral Sewage Discharges (PLSD) - Discharges of untreated or part ially treated wastewater resulting from blockages o r other problems within a privately owned sewer lateral connected to the e nrollee’s sanitary sewer system or from other private sewer asset. PLSDs that the enr ollee becomes aware of, may be voluntarily rep orted to the California Integrated Water Quality System (CIWQS) online SSO database.
Notification
Within two hours of becom ing aware of any Category 1 SSO greater than or equal to 1,000 gallons discharg ed to surface water or spi lled in a location where it pr obably will be discharged to surface water, not ify California Office of E mergency Services (CalOES) and obtain a notification control number at (800) 852-7550.
Reporting
Category 1 or Category 2 SSO’s:
Except as provided above, all SSOs that meet th e ab ove criteria for Category 1 or Category 2 SSOs must be reported as soon as : (1) the enro llee has knowledge of the discharge, (2) reporting is possible, and (3) reporting can be provided without substantially impeding cleanup or other emergency measures.
ELEMENT 6:
OVERFLOW EMERGENCY RESPONSE PLAN
17 Initial reporting of Categ ory 1 and Category 2 SSOs must be reported to the online SSO system as soon a possible but no later than 3 business days after the enrollee is made aware of the SSO. Minimum information is containe d in the 3 -day reporting. A f inal certified report must b e completed through the online SSO system, within 15 calendar days of the SSO end date.
Category 3 SSO’s:
All SSOs that meet the above criteria for Category 3 SSOs must be reported to the online SSO da tabase within 30 days after the end of the calendar month in which the S SO occurs.
SSO Technical Report : Submit wi thin 45 calendar days after the end date of any Category 1 SSO in which 50,000 gallons or greater are spilled to surface waters.
“No Spill” Certification: Certify that no SSOs occurred within 30 calendar day of the end of the month or, if reporting monthly, the quarter in which no SSOs occurred.
Collection System Questionnaire: Update and certify every 12 Months.
6.9 Annual Reports
Records to be maintained by District
• Keep records for minimum of three (5) years
• This time period may be extended by SWRCB if there is an unresolved enforcement action
Reporting requirements and timelines, Executive Orders, and Rep orting Forms are included Attachment E.
Site Restoration
Containment – by us e of pl ugs, sandbags, straw waddles, hay bales, felt rolls, any material that can be used to divert and isolate surface runoff for recovery and return.
Cleanup – wash down and disinfection of surface areas, removal by use of mechanical or manual methods of solids, paper, etc., flushing of the storm sys tem, removal and disposal of contaminated mater ial, use of restoratio n contractor for any water damage to interior of homes or businesses.
Return – by use of VacCon (or similar) to pick up sur face water and return to the sewer main, or by use of plugs and pumps to captur e and r eturn contained water fr om the storm drain system back into the sewer.
ELEMENT 6:
OVERFLOW EMERGENCY RESPONSE PLAN
18 Public Notice – In cases of ru noff to State receiving wat ers, posting of signs sta ting site status, use of barricades, barriers, caution tape or other means to achieve site safety per the OERP plan.
ELEMENT 7:
FATS, OILS AND GREASE (FOG) CONTROL PROGRAM
19 ELEMENT 7: FATS, OILS AND GREASE (FOG) CONTROL PROGRAM
The Town is required to prep are an d implement a FOG contr ol program to reduce th e amount of these substances discharged to the sanitary sewer collection system .
Requirements specifically include:
a) An implementation plan and schedule for a public education outreach program that promotes proper disposal of FOG;
b) A plan and schedule for the disposal of FOG gene rated within the sanitary sewer system service area. This may inclu de a li st of acceptable disposal facilities and/or additional fac ilities needed to adequately dispose of FOG generated within a sanitary sewer system service area;
c) The legal authority to prohibit discharges to the system and identify mea sures to prevent SSOs and blockages caused by FOG;
d) Requirements to install gr ease removal devices (such as traps or interc eptors), design standards for the remov al devices, m aintenance requir ements, BMP requirements, record keeping and reporting requirements;
e) Authority to inspect grease producing facilities, enforcement authorities, and whether the City has sufficient staff to inspect and enforce the FOG ordinance; f) An id entification of s anitary sew er s ystem sections subject to FOG blockages and establishment of a cleaning maintenance schedule for each section; and g) Development and implementati on of source control measu res for all sources of FOG discharged to the sanitary sewer system for each section identified in (f) above.
Fats, Oils and Grease can be a sign ificant source of sewer blockages potentially leading to SSOs.
FOG pretreatment regulation inspections in the southern portion of Town are conducted by City of South San Francisco water quality control plant inspectors in accordance with t he FOG Inspectio n S tandard Operating Procedures (SOP ) and Enforcement Response Plan (ERP) developed by the City of SSF. Copies of the SOP and ERP are included in Attachment H.
There are no commercial facilities requiring FOG inspections in the northern po rtion of Town serviced by North San Mateo County Sanitation District (NSMCSD). This area mainly services single-family residential homes.
Town staff conducts combined storm water quality and FOG inspections at select food and automotive related establishm ents to verify c ompliance with these regulatory programs. Guidelines developed by NSMCSD and the City of SSF are utilized for FOG inspections.
ELEMENT 7:
FATS, OILS AND GREASE (FOG) CONTROL PROGRAM
20 The Town’s southern portion of the wastewater collection system is cleaned at least once every two years . All of this s ystem is also video ins pected once every 5 years.
Based on the inspection results and FOG assessment, some areas are prioritized for more frequent cleaning.
The northern portion of the Town’s collection system is cleaned as per NSMCSD’s schedule.
ELEMENT 8:
SYSTEM EVALUATION AND CAPACITY ASSURANCE PLAN (CAPACITY MANAGEMENT) 21 ELEMENT 8: SYSTEM EVALUATION AND CAPACITY ASSURANCE PLAN (CAPACITY MANAGEMENT)
The SSMP must prepare and implement a capital improvement plan (CIP) that includes the following:
a) Evaluation: Actions needed to evaluate those portions of the collection system that are experiencing or contributing to an SSO discharge caused by hydraulic deficiency. The evaluation must provide estimates of peak flows (including flows from SSOs that escape from the system) associated with conditions similar to those causing overflow events, estimates of the capacity of key system components, hydraulic deficiencies (including components of the system with limiting capacity) and the major sources that contribute to the peak flows associated with overflow events;
b) Design Criteria: Where design criteria do not exist or are deficient, undertake the evaluation identified in (a) above to establish appropriate design criteria; and c) Capacity Enhancement Measures: Steps needed to establish a short-and long-term CIP to address identified hydraulic deficiencies, including prioritization, alternatives analysis, and schedules. The CIP may include increases in pipe size, I/I reduction programs, increases and redundancy in pumping capacity, and storage facilities. The CIP shall include an implementation schedule and shall identify sources of funding. d) Schedule: A schedule of completion dates for all portions of the capital improvement program developed in (a)-(c) above. This schedule shall be reviewed and updated consistent with the SSMP review and update.
The Town completed its Wastewater Collection System Master Plan (WCSMP) in May of 2019 and will prepare and implement a capital improvement plan to provide hydraulic capacity of key sewer system elements under peak flow conditions when deficiencies that cause SSO’s are found. The completed WWCSMP under the Existing Conditions PWWF simulation shows no sanitary sewer capacity deficiencies or SSOs.
Short-term capital improvement programs will replace or rep air critical elements of the collection s ystem that are near failure as soon as possible. A long -term capital improvement plan will address capacity and upgrade needs o f the system when build out of the Town creates hydraulic deficiencies in the s ystem that would c ause an SSO ’s to occur.
ELEMENT 9:
MONITORING, MEASUREMENT AND PLAN MODIFICATIONS
22 ELEMENT 9: MONITORING, MEASUREMENT AND PLAN MODIFICATIONS
The SSMP must be monitored and modified to maintain its effectiveness and perform the following:
a) Maintain relevant information that can be used to establish and pri oritize appropriate SSMP activities;
b) Monitor and implement and, where appropriate, measure the effectiveness of each element of the SSMP;
c) Assess the success of the Preventive Maintenance Program; d) Upd ate pr ogram elements, as appropriate, based on m onitoring or performanc e evaluations; and
e) Identify and illustrate SSO trends, including frequency, location, and volume.
This section measures the effectiveness of SSMP elements in reducing SSOs.
The Town entered into a maintenance agreement with N SMCSD to clean and video 50% sewer mains within the southern collection system annually or 100% every two years .
The Town will evaluate results from these CCTV inspections to update the CI P Projects and schedule point repai r or main line repairs , evaluate system needs and make p lan modifications as needed.
Monitor and Measure SSMP Effectiveness:
Performance indicators, particularly quantity and volume of SSO’s are used to evaluate the long-term effectiveness of the SSMP.
The following information is maintained and used to monitor and measure the effectiveness of the Town’s SSMP:
• Number of FOG inspections annually;
• Number of FOG issues identified annually;
• Location of FOG issues;
• Location of SSOs;
• Number and volume of SSO’s annually;
• Linear feet of sanitary sewer lines cleaned every two years; • Percent of the system televised every 5 years;
• Number of mainline blockages annually;
• Location of blockages; and
• Cause of blockages.
ELEMENT 9:
MONITORING, MEASUREMENT AND PLAN MODIFICATIONS
23 Colma SSO Summary (last 5 years)
2017 2018 2019 2020 2021
No. of SSOs 2 1 0 0 2
SSO Category 1, 3 3 0
0 3, 1
Location 7801 El
Camino Real/
On C Street in
the middle of
the street,
Colma CA
429 D
Street,
Colma CA
- C Street,
Colma CA
Volume of
SSOs
40/175 248 0 0 141/250
Volume of
SSOs
contained
0/175 248 0 0 141/250
Stoppages by
cause
Root
Intrusion/Rags
and Root
Intrusion
Root
Intrusion
0 0 Rags and
Root
Intrusion
Response time
to SSO
47 min/35
min
84 min 0 0 47 min/50
min
Sewer
Cleaning
16,800 LF 16,800 LF 16,800 LF 16,800 LF
16,800 LF
ELEMENT 10:
SSMP PROGRAM AUDITS
24 ELEMENT 10: SSMP PROGRAM AUDITS
The SSMP must have periodic internal audits performed. These audits must:
a) Occur every two years;
b) Be prepared as a report and be kept on file;
c) Focus on evaluating the effectiveness of the SSMP and the City’s compliance with the SSMP requirements; and
d) Identify any deficiencies in the SSMP and steps to correct them.
The Town will conduct an audit of the SSMP and update the sections every 2 years and generate and archive audit reports. Results from the video inspections, and staff training will be used to evaluate deficiencies and needed improvements to the SSMP.
The Town will consider any updates to the WDR or other regulatory requirements as part of the internal audits.
The CIP plan will be updated annually to include major system rehabilitation identified in the Town’s WCSMP, as needed based on development and buildout.
ELEMENT 11:
COMMUNICATION PLAN
25 EL
EMENT 11: COMMUNICATION PLAN
The SSMP requires a communication system plan that provides the following:
a) Provide opportunity for the public to provide inputs to the SSMP is developed and implemented.
b) Develop a plan to communicate with systems that are tributary and/or satellite to the City’s sanitary sewer system.
See
the Attachment F “Communications Protocol” and OERP for contact information, notification and reporting information.
San
itary Sewer Overflow is reported to the Public Works Department and Colma PD during non-working hours. After internal staff responds to the incident the Emergency Callout personnel with the NSCMCSD are contacted for assisting with and/or responding to and abating the overflow, see Attachment G.
T
he Public Works Department deals with the initial response, eg: public safety/warning, containment, and coordination with NSMCSD for cleanup and resolution.
Th
e Public Works and Engineering Departments are responsible for notification and reporting to regulatory agencies.
T
he town maintains a website to inform the public about its activities and related to capital improvements and is the repository of all information related to the Town’s SSMP and related issues. The website includes a sewer system information page at:
https://www.colma.ca.gov/sewer-system-information/ that contains the SSMP and the WWCSMP.
Staff Report re FY 2022-23 Q4 Budget Amendment Page 1 of 3
ST AFF REPORT
TO
: Mayor and Members of the City Council
FROM: Pak Lin, Administrative Services Director
VIA: Brian Dossey, City Manager
MEETING DATE: June 28, 2023
SUBJECT: FY 2022-23 Budget Amendment
RECOMMENDATION
Staff recommends that the City Council:
ADOPT A RESOLUTION AMENDING THE FISCAL YEAR 2022 -23 BUDGET BY TRANSFERRING $468,172 FROM GENERAL FUND (11) TO CAPITAL FUND (31); REMOVING THE TRANSFERS BUDGET OF $80,000 FROM MEASURE A, $60,000 FROM MEASURE W, AND $80,000 FROM GAX TAX/RMRA TO STREET CAPITAL FUND; AND TRANSFER $66,000 FROM STREET CAPITAL (32) TO GENERAL FUND (11), ALL PURSUANT TO CEQA GUIDELINE 15378.
EXECUTIVE SUMMARY
In preparation for the year -end audit for fiscal year ending June 30, 2023, staff found two administrative budget amendments that need City Council approval prior to June 30. Amendment Item 1 is to implement the City Council direction to transfer $1.9 million from the general fund unassigned reserve to the capital funds and offset the $1.4 million local match requirements for four new street capital projects that are listed in the Analysis section of this staff report. The net transfer needed from General Fund to capital funds is $468,172. Amendment Item 2 is to change the funding source on the Hillside & Lawndale Blvd Slurry Seal project (906). By using the $286,000 of Measure M funding, the Town can reallocate Measure A, Measure W, and Gas Tax funding towards other eligible street projects. This change in the funding source also reduces the General Fund support by $66,000.
FISCAL IMPACT
Approval of the budget amendment will authorize a transfer of $1,900,000 from the general fund unassigned reserves to Stre et Capital (Fund 32, $1,431,828) and General Capital (Fund 31, $468,172). It will remove the transfers of $80,000 from Measure A (22), $60,000 from Measure W (26), and $80,000 from Gas Tax & RMRA (21) to Street Capital (32), and transfer $66,000 from Streets Capital (32) back to General Fund (11).
Item #6
Staff Report re FY 2022-23 Q4 Budget Amendment Page 2 of 3
BACKGROUND
The City Council approved the FY 2022-23 budget on June 8, 2022. Through June 14, 2023, the City Council approved the following amendments:
• Increase Mission Road Bike & Pedestrian Project for the crossw alk and landscaping improvements (8/24/2022)
• Separate Mission Road Landscaping (908) and Crosswalk (909) projects from the Mission Road Bike & Pedestrian project (10/26/2022)
• FY 2021-22 Capital Program review, closeout, and carryover; and FY 2022- 23 Capital Program amendment (1/25/2023)
• Add Colma Cab Connect program and add two months of contingency budget in Police dispatch operation in preparation for the 24/7 operation (2/22/2023) • Authorize supplemental pension payments to CalPERS and supplemental contri bution to 115 Trust (4/12/2023)
• Increase Hillside \Lawndale Blvd Slurry Project – a part of the Annual Roadway Rehabilitation project (4/12/2023).
Through the FY 2023-24 budget development process, staff identified two budget amendments needed for FY 2022-23.
ANALYSIS
Prior to the close out of FY 2022-23, staff found the following budget amendments needed.
1. During the May 10, 2023, Budget Study Session, the City Council reviewed the FY 2023- 24 capital program. One of the items discussed during that study session was the use of FY 2021-22 General Fund surplus. At that meeting, the City Council directed that the $1.90 million of FY 20 21-22 general fund surplus will be allocated entirely to the Capital Improvement Fund. The fund will offset the local match requirement of $1,431,828 for the four new Street Capital Programs. The four new capital programs are El Camino Real Segment B Design (915); El Camino Real Segment B Construction (916); El Camino Real & Mission Road Access to Transient Multimodal Crossing (904); and Serramonte Blvd West Phase 1 Project (911). The $1.90 million will be split between Fund 32 ($1,431,828) and Fund 31 ($468,172).
2. After the adoption of FY 2023-24 budget, on June 14, 2023, staff noticed that the Town can preserve its fund balances in Gas Tax (Fund 21), Measure A (Fund 22), and Measure W (26) by using $286,000 of Measure M monies for the Hillside /Lawndale Blvd Slurry project (Part of the Annual Roadway Rehabilitation and Preventive Maintenance Program).
The following table summarizes the change in funding sources.
Staff Report re FY 2022-23 Q4 Budget Amendment Page 3 of 3
Current Funding Sources New Funding Sources
The Measure A, Measure W, and Gas Tax & RMRA funds will be returned back to the respective fund reserves to be used for future capital projects. The table above also shows a $66,000 reduction in General Fund support, which will be transferred back to the General Fund unassigned reserves to be used for future operating or capital needs.
Reasons For the Recommended Action/Findings
The two budget amendments above are consistent with the City Council’s policy to preserve the Town’s reserve balance (amendment item 2 above) and feedback from the May 10, 2023 City Council meeting (amendment item 1 above).
Council Adopted Values
Periodic review of the Town’s financial condition aligns with the City Council adopted responsibility value. It exemplifies financial ac countability and ensure s reasonable use of public funds.
Additionally, publishing the accepted report on the Town’s website promotes meaningful public involvement and thereby aligns with the City Council adopted fairness value.
CONCLUSION
Staff is requesting that the City Council amends the FY 2022-23 budget.
ATTACHMENTS
A. Resolution
FY 2022/23: Hillside & Lawndale - Slurry
Measure A (22) 80,000
Measure W (26) 60,000
Gas Tax & RMRA (21) 80,000
General Fund 117,645
Total Funding 337,645
FY 2022/23: Hillside & Lawndale - Slurry
Measure A (22) -
Measure M 286,000
Measure W (26) -
Gas Tax & RMRA (21) -
General Fund 51,645
Total Funding 337,645
Res. 2023-__, 2022-23 Budget Amendment Page 1 of 3
RESOLUTION NO. 2023-__
OF THE CITY COUNCIL OF THE TOWN OF COLMA
R
ESOLUTION AMENDING THE FISCAL YEAR 2022-23 BUDGET BY TRANSFERRING $468,172 FROM GENERAL FUND (11) TO CAPITAL FUND (31); REMOVING THE TRANSFERS BUDGET OF $80,000 FROM MEASURE A, $60,000 FROM MEASURE W, AND $80,000 FROM GAS TAX/RMRA TO STREET CAPITAL FUND; AND TRANSFER $66,000 FROM STREET CAPITAL (32) TO GENERAL FUND (11), ALL PURSUANT TO CEQA GUIDELINE 15378
T
he City Council of the Town of Colma does hereby resolve:
1. Background
(a) The City Council directed staff to designate and transfer the entire FY 2021-22 general fund surplus in the amount of $1,900,000 to the capital program, to offset the $1,431,828 local match requirement in the Street Capital program (32) and $468,172 to General Capital (31). (b) The $1,431,828 transfer to Street Capital (32) already occurred as part of Resolution 2023-05, resulting in a net transfer need of $468,172 from General Fund (11) to General Capital (31).
(c) The Town has $286,700 of Measure M monies eligible for use in FY 2022-23. (d) The Measure M monies can be used to offset the cost of Hillside/Lawndale Blvd Slurry Seal Project.
(e) The Hillside/Lawndale Blvd Slurry Seal Project originally identified the following funding sources: $80,000 of Measure A, $60,000 of Measure W, $80,000 of Gas Tax, and $117,645 of General Fund.
(f) By using $286,000 of Measure M monies, the transfers from Measure A, Measure W, and Gas Tax are no longer needed in FY 2022-23 and $66,000 of General Fund money can be transferred back to the General Fund.
2 . Amendment to Budget
(a) The FY 2022-23 Adopted Budget for the Town of Colma shall be and hereby is amended as follows:
(i) Increase Measure M (32-35131) revenue budget by $286,700; (ii) Change the transfers budget per summary;
Attachment A
Res. 2023-__, 2022-23 Budget Amendment Page 2 of 3
Acct No Acct Title Acct Type
Amended Budget
Through 4/12/23 Transfer Summary
FY23 Final
Budget
11-39009 Transfers In (From Street Capital Fd) R - (66,000) (66,000) 11-600-99004 Transfers Out (To Cap Impvmnt Fund) E 365,000 468,172 833,172 11-600-99005 Transfers Out (To Debt Service) E 298,669 298,669 11-600-99009 Transfers Out (To Street Capital Fd) E 2,457,928 2,457,928 11-600-99011 Transfers Out (To Sewer Ops) E 261,646 261,646 21-600-99009 Transfers Out (To Street Capital Fd) E 80,000 (80,000) - 22-600-99009 Transfers Out (To Street Capital Fd) E 80,000 (80,000) - 26-600-99009 Transfers Out (To Street Capital Fd) E 60,000 (60,000) - 31-39001 Transfers In (From General Fund) R (365,000) (468,172) (833,172) 32-39001 Transfers In (From General Fund) R (2,457,928) (2,457,928) 32-39002 Transfers In (From Gas Tax Fund) R (80,000) 80,000 - 32-39003 Transfers In (From Measure A Fund) R (80,000) 80,000 - 32-39015 Transfers In (From Measure W) R (60,000) 60,000 - 32-600-99001 Transfer Out (To General Fund) E - 66,000 66,000 43-39001 Transfers In (From General Fund) R (298,669) (298,669) 81-39001 Transfers In (From General Fund) R (261,646) (261,646) - - -
(b) The funds described in this amendment are hereby appropriated as described above. //
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Res. 2023-__, 2022-23 Budget Amendment Page 3 of 3
Certification of Adoption
I certify that the foregoing Resolution No. 2023-__ was duly adopted at a regular meeting of said City Council held on June 28, 2023 by the following vote:
Name Voting Present, Not Voting Absent
Aye No Abstain Not Participating
Joanne F. del Rosario, Mayor
John Irish Goodwin
Kenneth Gonzalez
Carrie Slaughter
Helen Fisicaro
Voting Tally
Dated ______________________ ___________________________________ Joanne F. del Rosario, Mayor
Attest: ____________________________
Caitlin Corley, City Clerk
Staff Report: Sanitary Sewer Service Charges FY 2023-24 Page 1 of 7
STAFF REPORT
T
O: Mayor and Members of the City Council
FROM: B rad Donohue, Director of Public Works
Abdulkader Hashem, Senior Project Manager
VIA: Brian Dossey, City Manager
MEETING DATE: June 28, 2023
SUBJECT: Approval of Engineer’s Report of Sanitary Sewer Service Charges for Fiscal Year 2023-24
R
ECOMMENDATION
Staff recommends that the City Council adopt the following:
RESOLUTION OVERRULING PROTESTS TO AND ADOPTING ENGINEER’S REPORT ON SEWER SERVICE CHARGES FOR FISCAL YEAR 2023 -24, DIRECTING TH E CITY ENGINEER TO FILE A COPY OF THE ENGINEER’S REPORT WITH THE SAN MATEO COUNTY TAX COLLECTOR, AND
AUTHORIZING THE COUNTY TAX COLLECTOR TO PLACE THE CHARGES ON THE PROPERTY TAX ROLL PURSUANT TO CEQA GUIDELINE 15301 AND 15378
EXECUTIVE SUMMARY
In order to place the sewer service charges charged by the Town of Colma on the property tax roll for collection by the San Mateo County tax collector, the City Engineer must prepare a written report (the “Engineer’s Report”) describing each parcel of real property receiving such sewer services, and the amount of the charge for each parcel for the subject year. This public hearing is to consider any protests to the Engineer’s Report for FY 2023- 24. For protests to be considered, protests must be submitted prior to t he close of the public hearing on June 28, 2023. Protests apply only to the parcel for which the protest is made, and the City Council must consider each protest individually and decide whether to sustain or overrule the protest as to each protested parcel . The tabulation of inquiries and protests to the sewer charges and the recommended action are attached as Exhibit “C” to the Staff Report. If a majority of the owners of separate parcels subject to the sewer service charges files a protest against the Eng ineer’s Report, the Town may not place the sewer service charges on the County tax roll and must instead collect such charges by billing customers directly. So long as no majority protest exists, the City Council may overrule any or all protests.
At the conclusion of the public hearing, if there is no majority protest, the City Council should adopt a Resolution to either: adopt the Engineer’s Report as proposed, or as modified to address individual protests, and authorize the County Controller to place t he charges on the property tax roll. The City Attorney can assist the City Council in adopting the resolution with or without modifications. The City Engineer is then directed to file the Engineer’s Report, along with the Resolution and submit it to the Item #7
Staff Report: Sanitary Sewer Service Charges FY 2023-24 Page 2 of 7
County Assessor’s Office who will then collect the approved sewer service charges through the property tax rolls.
FISCAL IMPACT
The total sewer treatment and collection charges for propert ies served by the City of South San Francisco (“SSF”) and the North San Mateo County Sanitation District (“NSMCSD” or “District”) is $1,092,524.72. After calculating the water incentive program and sewer charges for Town -owned properties, the Town will be reimbursed through the County Tax Rolls $ 1,041,710.10, leaving a ne t cost of $50,814.62 to the Town for Town-wide annual sanitary sewer charges.
Please see the summary of sewer charges from the Engineer’s Report below:
Amounts Payable to SSF and NSMCSD for Sewer Service:
Sewer Charges Payable to SSF: $ 827,811.82 Transfer of Charges for Village Serramonte Condominiums (Daly City Jurisdiction Flows to SSF): $ 133,281.00 Net Sewer Charges Payable to SSF: $ 961,092.82 Sewer Charges Payable to NSMCSD: $ 181,446.68 Transfer of Charges for Village Serramonte Condominiums (Daly City Jurisdiction Flows to SSF): $- 133,281.00 Net Sewer Charges Payable to NSMCSD: $ 48,165.68
Sewer Treatment Charges for FY 2023-24: $ 1,009,258.50 (payable to NSMCSD and SSF)
Town Wide Collection Charges for FY 2023-24: $ 115,395.56 (50% of annual collection charge, 2nd year of 4-year Phase in) Gross Annual sewer Costs $ 1,124,654.06 Subsidies and Facility Costs for the Town of Colma
Amount Town compensates for Water Conservation Incentive: $ -33,328.36 Sewer Charges for Town Properties: $ -17,486.26 $ -50,814.62
Revenue from charges posted on Tax Rolls $ 1,041,710.10
ENVIRONMENTAL
The City Council’s action in adopting the resolution to place the charges on the tax roll is exempt from the California Environmental Quality Act (CEQA) pursuant to CEQA Guideline 15301 as the operation and maintenance of the Town’s existing sewer infrastructure. It is also exempt pursuant to CEQA
Staff Report: Sanitary Sewer Service Charges FY 2023-24 Page 3 of 7
Guideline 15378 as a governmental fiscal activity which doesn’t commit to any specific project which may result in a potentially significant physical impact on the environment.
BACKGROUND
The Town of Colma contracts with the City of South San Francisco (“SSF ”) and the North San Mateo County Sanitation District (“District”) to provide sanitary sewer services to all properties in the Town.
The Town assesses sewer service charges against properties within the Town at the same rate that SSF or the District charges the Town for those properties.
The Town levies an annual sewer service charge on each property that utilizes or has access to these sewer systems. Pursuant to section 5473 of the Health and Safety Code of the State of California, the Town has elected to collect the annual sewer service charges through the County of San Mateo Property Tax Rolls. Therefore, in accordance with the Health and Safety Code, the City Engineer has prepared a report describing each parcel that receives sewer service and the amoun t of the service charge that will be assessed against each parcel for Fiscal Year 2023 -24 (the “Engineer’s Report” or “Report”).
As required, the Engineer’s Report has been on file with the office of the City Clerk for public review and comment for at least fifteen days prior to the Public Hearing on June 28, 2023 . In addition, the required notice of public hearing and the proposed sewer charges was published in the local newspaper on June 12 & 19 , 2023; a courtesy copy of the notice with individual sewer charge was mailed to all affected property owners, residents, and business owners on May 25, 2023; and a copy of the notice was posted on the Town’s three official bulletin boards for at least 15 days prior to the Public Hearing.
ANALYSIS
North San Mateo County Sanitation District Sewer Rates
The maximum per unit approved rates for sewer service charges for customers served by NSMCSD are set forth in the following schedule:
Schedule of Rate for Sewer Service Charges
(Unit = 1 HCF = 748 gallons)
Effective Date Rate (per unit) Minimum Annual Charge
July 1, 2023 $9.83 per unit $109.08
On June 23, 2021, the Town approved a resolution adopting the maximum sewer service charges to its customers served by NSMCSD.
South San Francisco “SSF” Sewer Rates
The maximum per unit approved rates for sewer service charges for customers served by the City of South San Francisco are set forth in the following schedule:
Staff Report: Sanitary Sewer Service Charges FY 2023-24 Page 4 of 7
Wastewater Collection System Charge
The proposed wastewater collection system charge is a new compon ent of the Town’s overall wastewater charge, that would be levied in addition to the charges for wastewater treatment that are currently passed through to Colma’s customers based on charges levied by the City of South San Francisco or NSMCSD.
The propose d w astewater collection system charge is a usage -based charge of $3. 30 per hundred cubic feet of water consumption and would become effective starting July 1, 202 3. For residential customers, the billed amount of the proposed wastewater collection system c harges will be calculated based on the volume of metered water use during the winter months of January and February, typically a period of minimal outdoor irrigation, multiplied by 6. For non -residential customers, the wastewater collection system charge will be calculated based on total annual metered water consumption. Charges for all customers would be subject to a minimum annual charge of $39.60 that only applies when billed
Staff Report: Sanitary Sewer Service Charges FY 2023-24 Page 5 of 7
usage results in a lower annual charge. The minimum annual charge helps recove r a portion of the Town’s fixed costs of providing service. In future years, the wastewater collection system charge would be subject to annual inflationary adjustments.
At the May 25, 2022 City Council Meeting, City Council approved a 4- Year Phase in pro gram to assist residents and business to adjust to the new sanitary sewer collection charges. • The 1 st year of the program property owners will be charged 25 % of the annual collection charge and the Town will subsidize the remaining 75% of the annual charge. • The 2nd year, the property owners will be charged 50% of the annual collection charge and the Town will subsidize the remaining 50% of the annual Charge. • The 3rd year the property owner will be charged 75% of the annual sewer charge and the Town will subsidize the remaining 25% of the annual charge.
• The 4th year the property owner will be responsible for the full collection charge.
We are currently in the 2nd year of the Phase in Program.
Water Conservation Incentive Program
In July 2012, City Counci l a pproved a Water Conservation Incentive Program for all sewer service customers in Town. The proposed Program would grant each sewer service user a subsidy if the customer used the same amount of water or less compared to the average of the prior three years.
On May 10, 2023, the City Council approved $37,643.41 for Water Conservation Incentive Program for FY 2023-24. The authorized subsidy of $37,643.41 would reduce the sewer service charge by 10.00% for each Eligible Customer.
Hearing on Engineer’s Report to Consider Individual Protests The purpose of the hearing on the Engineer’s Report is to hear individual protests to the Engineer's Report for each parcel of property within the Town of Colma subject to the sewer service charge. For example, a property owner might protest the classification for the owner’s property, or another owner might claim that an error was made in the calculation of the owner’s annual sanitary sewer charge .
However, protests cannot serve as a protest of the sewer rates, due to th e f act that the time for lodging those protests of the sewer rates was at the June 22 , 202 2 Proposition 218 hearing . Each affected property owner has the right to file a written protest to the Engineer’s Report any time prior to the conclusion of the public hearing on the Report on June 28, 2023. If the Council decides a protest(s) is valid, the Council should sustain the protest, and direct the City Engineer to amend the Engineer’s Report or remove the charge in accordance with the Council's direction. If the Council decides that a protest is invalid, it should overrule the protest, and direct the City Engineer to file the Engineer's Report without change.
If there are any protests to the Engineer’s Report submitted after the Council receives this Staff Report, the City Engineer will prepare a supplemental staff report detailing those protests. Written protests can be submitted until the close of the public hearing. If a protest is filed at the public hearing, staff will advise the Council at the meeting of their recommendation and, amend the Engineer’s Report as
Staff Report: Sanitary Sewer Service Charges FY 2023-24 Page 6 of 7
directed by the City Council before submitting it to the County. If the attached Resolution needs to be amended to address any protests submitted at the hearing, the City Attorney will help guide the Council through that process.
If a majority of property owners submit a protest, then the Town cannot place the charges on the tax roll but must collect the charges through an invoice-and-payment process.
To date the City Engineer’s Office has received 02 inquiries and 0 protests. Staff will submit to City Council a copy of the Inquiry and Protest Log along with a copy of the written protest, (Exhibit C), prior to the opening of the Public Hearing for adopting the Engineer’s Report on sewer service charges for FY 2023-24.
Assessment on County Tax Rolls
On or before July 31, 2023, the City Engineer will send the approved or amended Engineer’s Report to the County along with a Resolution requesting that the County Controller enter the amounts of the charges shown on the Report as assessments against the respective parcels on the County tax rolls for FY 2023-24.
Values
Before assessing a charge on the county tax rolls against any particular property in the Town of Colma, the City Council will have held a pub lic hearing allowing the public to protest to the City Council the calculation of their annual sanitary sewer charge. Through this process, the City Council is being fair by allowing for a protest process where the Council can review and rule on each protest.
Sustainability Impact
The Annual Sanitary Sewer Service Engineer ’s Report provides detail on the results of the Water Conservation Incentive Program. By reviewing the results of the program, City Council can make intelligent decisions regarding future funding and incentive programs to reduce domestic water usage and ensure continued sustainability.
Alternatives
As to each protest against the proposed sewer service charge, the City Council can either sustain or overrule the protest for that parcel. If the City Council sustains the protest, it can modify or remove the proposed charge for that parcel. The Town may also choose to collect the sewer service charges separately from the tax roll. This option will result in increased costs for technology and st aff dedicated to billing, as well as a higher risk of errors. Additionally, this option will not allow the Town to place the sewer service charges as a lien against the subject property.
CONCLUSION
Staff recommends the City Council adopt the attached Resolution to sustain or overrule protests to the Engineer’s Report for FY 2023-24 and to adopt the Engineer’s Report, to direct the City Engineer to file a copy of the Report with the County Tax Collector for collection on the San Mateo County tax rolls, and to authorize the County Tax Collector to place the charges on the property tax roll.
Staff Report: Sanitary Sewer Service Charges FY 2023-24 Page 7 of 7
ATTACHMENTS
A. Resolution
B. Engineer’s Report - Sewer Service Charges FY 2023-24 C. Tabulation of inquiries and protests
Res 2023-__, Overruling Protests Sewer Charges & Approving Engineer’s Report Page 1 of 2 RESOLUTION NO. 2023-__
OF THE CITY COUNCIL OF THE TOWN OF COLMA
RE
SOLUTION OVERRULING PROTESTS TO AND ADOPTING ENGINEER’S REPORT ON SEWER SERVICE CHARGES FOR FISCAL YEAR 2023-2024,
DIRECTING THE CITY ENGINEER TO FILE A COPY OF THE ENGINEER’S REPORT
WITH THE SAN MATEO COUNTY TAX COLLECTOR, AND AUTHORIZING THE COUNTY
TAX COLLECTOR TO PLACE THE CHARGES ON THE PROPERTY TAX ROLL PURSUANT TO CEQA GUIDELINE 15301 AND 15378
T
he City Council of the Town of Colma does hereby resolve:
1 . Background
(a) The City Council has, by Colma Municipal Code, Chapter Three, Subchapter Seven (Section
3.07.010, et seq.), otherwise known as the Colma Sewer Service Charge Code, provided for the collection of sewer service charges for each fiscal year on the tax rolls of San Mateo County, and has directed the preparation and filing of a written report for each fiscal year containing descriptions of each parcel of real property located in Colma receiving such sewer services and facilities, and the amount of the sewer service charge for each parcel for the fiscal year, computed in conformity with the charges prescribed by ordinance. (b) Pursuant to Section 5473,
et seq. of the California Health and Safety Code, the City Engineer prepared and filed a written report (“Report”) with the City Clerk at least fifteen (15) days prior to June 28, 2023, which is the date set forth for the public hearing. (c) Notice of the filing of the Report and the public hearing thereon was published in the local newspaper on June 12 and 19, 2023, in accordance with Health and Safety Code Section 5473.1, Government Code Section 6066, and Colma Municipal Code section 3.07.070, and posted on the Town’s three official bulletin boards.
(d) A Public Hearing on the Report was held on June 28, 2023, at which time, the City Council heard and considered all objections or protests, if any, to the Report.
2. Findings
The City Council finds that:
(a) The owners of a majority of the separate parcels of property described in the Report did not file protests, and therefore the City Council is authorized to adopt the Report and to order that the charges set forth in the Report shall be collected on the tax roll of the County of San Mateo and shall constitute a lien against any parcel or parcels of land. (b) As such, the County Controller is authorized to place the sewer service charges on the property tax roll.
(d) The sewer service charges were previously adopted pursuant to the Town’s police powers and the authority granted under Health and Safety Code section 5470 et seq., in compliance with
the provisions of article XIII D, section 6 of the California Constitution.
Attachment A
Res 2023-__, Overruling Protests Sewer Charges & Approving Engineer’s Report Page 2 of 2 (e) The sewer service charges collected pursuant to this Resolut ion are for the fiscal year commencing July 1, 2023.
3. Order
Now, therefore, the City Council does hereby order that:
(a) The City Council hereby adopts the Report without any further revision, change, reduction or modification.
(b) The charges set forth in the Re port, as adopted, shall be collected on the tax roll of the County of San Mateo in the manner provided by law and shall constitute a lien against each parcel or parcels of land as specified therein.
(c) The City Engineer is directed to file with the County Controller of San Mateo County on or before the July 31, 2023 a copy of the Report upon which shall be endorsed, over the Clerk’s signature, a statement that the Report has been finally adopted by the City Council of the Town of Colma.
(d) The County Controller of San Mateo County is hereby authorized to place the charges on the property tax roll. The County Controller shall, upon receipt of the Report, enter the amounts of the charges set forth in the Report against the respective lots or parcels as they appear on the assessment roll for the fiscal year.
Certification of Adoption
I certify that the foregoing Resolution No. 2023-__ was duly adopted at a regular meeting of the City Council of the Town of Colma held on June 28, 2023, by the following vote:
Name Voting Present, Not Voting Absent
Aye No Abstain Not Participating
Joanne F. del Rosario, Mayor
John Irish Goodwin
Ken Gonzalez
Carrie Slaughter
Helen Fisicaro
Voting Tally
Dated ______________________ ___________________________________ Joanne F. del Rosario, Mayor
Attest: ____________________________
Caitlin Corley, City Clerk
May 26, 2023
Annual Sanitary Sewer Service Charges FY 2023-2024
Engineer’s Section 5473 Report
Attachment B
May 26, 2023
INDEX
1. Summary Table
2. Engineer’s 5473 Report of Annual Sewer Service Charges May 26, 2023
Summary table
SSF Treatment Charge $827,811.82
NSMCSD Treatment Charge $149,317.34
$115,395.56
$1,092,524.72
$1,041,710.10
$50,814.62
Amount Town Pays for Water Conservation Incentive $33,328.36 $33,328.36
Creekside Villas Senior Homes $12,168.00
$4,565.26
$753.00
$17,486.26
Annual Sewer Charges Payable to SSF (Treatment Charges) $961,092.82 Annual Sewer Charges Payable to NSMCSD (Treatment Charges) $48,165.68 $1,009,258.50Total Sewer Charges for FY 23-24
Sub-total (a)
Sewer Charges for Town Properties
Town Facilities
1365 Mission Road
Sub-total (b)
Payments
Water Conservation Incentive
SUMMARY: Engineers' Section 5473 Report - Annual Sewer Charges FY 2023-2024 Parcel Charges
Annual Sewer Charges Collected by Town (Collection Charges) Total Sewer Charges for FY 23-24 (1)
Revenue
Revenue from Parcel Charges FY 23-24 (2)
Expenses
Total Expenses FY 23-24 = (1-2) = (a+b)
Expense Breakdown
May 26, 2023
Engineer’s 5473 Report of Annual Sewer Service Charges
TOWN OF COLMA
ANNUAL SEWER SERVICE CHARGES
FISCAL YEAR 2023-24
APN Street No. Street Name NSMCSD
Treatment
Charges $
SSF Treatment
Charges $
Collection
Charges $
Parcel Charge
before water
conservation
Water
Conservation
Incentive
Final Charge to
Property after
water
006-381-070 - CLARK & F ST $1,096.24 $0.00 $224.40 $1,320.64 $0.00 $1,320.64 006-388-610 1450 HILLSIDE BLVD $3,490.24 $0.00 $714.46 $4 ,204.70 $0.00 $4,204.70 008-126-190 7651 MISSION ST $201.52 $0.00 $41.26 $242.78 $ 0.00 $242.78 008-144-140 7801 EL CAMINO REAL $109.08 $0.00 $19.80 $128 .88 $12.88 $116.00 008-144-300 429 F ST $209.58 $0.00 $0.00 $209.58 $0.00 $0.00 008-322-080 3601 JUNIPERO SERRA $2,208.60 $0.00 $452.10 $ 2,660.70 $0.00 $2,660.70 008-322-520 1000 EL CAMINO REAL $2,788.96 $0.00 $570.90 $ 3,359.86 $0.00 $3,359.86 011-015-010 1801 HILLSIDE BLVD $443.34 $0.00 $90.76 $534. 10 $0.00 $534.10 011-341-140 1900 HILLSIDE BLVD $596.48 $0.00 $122.10 $718 .58 $0.00 $718.58 011-341-950 1500 HILLSIDE BLVD $109.08 $0.00 $0.00 $109.08 $0.00 $0.00 011-341-950 1520 HILLSIDE BLVD $596.48 $0.00 $0.00 $596.48 $0.00 $0.00 011-440-040 2099 HILLSIDE BLVD $677.10 $0.00 $138.60 $815 .70 $0.00 $815.70 103-190-080 7621 MISSION ST $354.66 $0.00 $72.60 $427.26 $ 0.00 $427.26 011-341-110 540 F ST $109.08 $0.00 $19.80 $128.88 $0.00 $12 8.88 011-440-030 2101 HILLSIDE BLVD. $100.08 $0.00 $19.80 $119 .88 $0.00 $119.88 011-440-040 2005 HILLSIDE BLVD $109.08 $0.00 $19.80 $128. 88 $0.00 $128.88 006-381-050 570 CLARK AVE $109.08 $0.00 $19.80 $128.88 $0. 00 $128.88 006-381-060 580 CLARK AVE $1,015.64 $0.00 $207.90 $1,223. 54 $0.00 $1,223.54 006-381-080 560 CLARK AVE $109.08 $0.00 $19.80 $128.88 $0. 00 $128.88 006-381-100 478 E ST $241.82 $0.00 $49.50 $291.32 $0.00 $29 1.32 006-384-020 480 D ST $580.36 $0.00 $118.80 $699.16 $69.92 $ 629.24 006-384-030 484 D ST $451.40 $0.00 $92.40 $543.80 $0.00 $54 3.80 006-384-040 488 D ST $241.82 $0.00 $49.50 $291.32 $29.14 $2 62.18 006-384-050 490 D ST $435.28 $0.00 $89.10 $524.38 $52.44 $4 71.94 006-384-060 450 CLARK AVE $274.06 $0.00 $56.10 $330.16 $33 .02 $297.14 006-384-070 550 CLARK AVE $918.90 $0.00 $188.10 $1,107.00 $110.70 $996.30 006-384-080 483 E ST $580.36 $0.00 $118.80 $699.16 $69.92 $ 629.24 006-387-020 476 C ST $338.54 $0.00 $69.30 $407.84 $40.78 $3 67.06 006-387-030 480 C ST $338.54 $0.00 $69.30 $407.84 $0.00 $40 7.84 006-387-040 484 C ST $580.36 $0.00 $118.80 $699.16 $69.92 $ 629.24 006-387-050 492 C ST $109.08 $0.00 $19.80 $128.88 $12.88 $1 16.00 006-387-060 491 D ST $483.64 $0.00 $99.00 $582.64 $58.26 $5 24.38 006-387-090 483 D ST $523.94 $0.00 $107.26 $631.20 $63.12 $ 568.08 006-387-100 479 D ST $193.46 $0.00 $39.60 $233.06 $0.00 $23 3.06 006-387-110 475 D ST $109.08 $0.00 $19.80 $128.88 $12.88 $1 16.00 006-387-120 471 D ST $435.28 $0.00 $89.10 $524.38 $52.44 $4 71.94 006-387-130 472 C ST $386.90 $0.00 $79.20 $466.10 $46.62 $4 19.48
TOWN OF COLMA
ANNUAL SEWER SERVICE CHARGES
FISCAL YEAR 2023-24
APN Street No. Street Name NSMCSD
Treatment
Charges $
SSF Treatment
Charges $
Collection
Charges $
Parcel Charge
before water
conservation
Water
Conservation
Incentive
Final Charge to
Property after
water
006-387-140 487 D ST $386.90 $0.00 $79.20 $466.10 $46.62 $4 19.48 006-388-010 504 C ST $386.90 $0.00 $79.20 $466.10 $0.00 $46 6.10 006-388-020 508 C ST $274.06 $0.00 $56.10 $330.16 $33.02 $2 97.14 006-388-030 512 C ST $483.64 $0.00 $99.00 $582.64 $58.26 $5 24.38 006-388-040 516 C ST $241.82 $0.00 $49.50 $291.32 $29.14 $2 62.18 006-388-050 520 C ST $225.70 $0.00 $46.20 $271.90 $27.20 $2 44.70 006-388-060 524 C ST $290.18 $0.00 $59.40 $349.58 $34.96 $3 14.62 006-388-070 528 C ST $241.82 $0.00 $49.50 $291.32 $29.14 $2 62.18 006-388-080 532 C ST $338.54 $0.00 $69.30 $407.84 $0.00 $40 7.84 006-388-090 536 C ST $628.72 $0.00 $128.70 $757.42 $75.74 $ 681.68 006-388-100 540 C ST $145.10 $0.00 $29.70 $174.80 $17.48 $1 57.32 006-388-110 544 C ST $757.70 $0.00 $155.10 $912.80 $91.28 $ 821.52 006-388-120 548 C ST $241.82 $0.00 $49.50 $291.32 $0.00 $29 1.32 006-388-130 552 C ST $572.30 $0.00 $117.16 $689.46 $0.00 $6 89.46 006-388-140 556 C ST $435.28 $0.00 $89.10 $524.38 $52.44 $4 71.94 006-388-150 560 C ST $636.78 $0.00 $130.36 $767.14 $76.72 $ 690.42 006-388-160 564 C ST $725.46 $0.00 $148.50 $873.96 $0.00 $8 73.96 006-388-170 579 D ST $314.36 $0.00 $64.36 $378.72 $0.00 $37 8.72 006-388-180 575 D ST $120.90 $0.00 $24.76 $145.66 $14.56 $1 31.10 006-388-190 571 D ST $298.24 $0.00 $61.06 $359.30 $35.94 $3 23.36 006-388-200 567 D ST $241.82 $0.00 $49.50 $291.32 $0.00 $29 1.32 006-388-210 563 D ST $330.48 $0.00 $67.66 $398.14 $0.00 $39 8.14 006-388-220 559 D ST $451.40 $0.00 $92.40 $543.80 $54.38 $4 89.42 006-388-230 555 D ST $346.60 $0.00 $70.96 $417.56 $41.76 $3 75.80 006-388-240 551 D ST $628.72 $0.00 $128.70 $757.42 $75.74 $ 681.68 006-388-250 547 D ST $1,160.72 $0.00 $237.60 $1,398.32 $0. 00 $1,398.32 006-388-260 543 D ST $109.08 $0.00 $19.80 $128.88 $0.00 $12 8.88 006-388-270 539 D ST $677.10 $0.00 $138.60 $815.70 $81.58 $ 734.12 006-388-280 535 D ST $483.64 $0.00 $99.00 $582.64 $0.00 $58 2.64 006-388-290 531 D ST $338.54 $0.00 $69.30 $407.84 $0.00 $40 7.84 006-388-300 527 D ST $798.00 $0.00 $163.36 $961.36 $96.14 $ 865.22 006-388-310 523 D ST $338.54 $0.00 $69.30 $407.84 $0.00 $40 7.84 006-388-320 519 D ST $322.42 $0.00 $66.00 $388.42 $0.00 $38 8.42 006-388-330 515 D ST $580.36 $0.00 $118.80 $699.16 $69.92 $ 629.24 006-388-340 511 D ST $266.00 $0.00 $54.46 $320.46 $0.00 $32 0.46 006-388-350 507 D ST $241.82 $0.00 $49.50 $291.32 $29.14 $2 62.18 006-388-360 503 D ST $225.70 $0.00 $46.20 $271.90 $27.20 $2 44.70
TOWN OF COLMA
ANNUAL SEWER SERVICE CHARGES
FISCAL YEAR 2023-24
APN Street No. Street Name NSMCSD
Treatment
Charges $
SSF Treatment
Charges $
Collection
Charges $
Parcel Charge
before water
conservation
Water
Conservation
Incentive
Final Charge to
Property after
water
006-388-400 609 F ST $532.00 $0.00 $108.90 $640.90 $64.10 $ 576.80 006-388-410 611 F ST $483.64 $0.00 $99.00 $582.64 $58.26 $5 24.38 006-388-420 613 F ST $145.10 $0.00 $29.70 $174.80 $0.00 $17 4.80 006-388-430 615 F ST $241.82 $0.00 $49.50 $291.32 $0.00 $29 1.32 006-388-450 621 F ST $386.90 $0.00 $79.20 $466.10 $46.62 $4 19.48 006-388-460 623 F ST $822.18 $0.00 $168.30 $990.48 $0.00 $9 90.48 006-388-460 625 F ST $515.88 $0.00 $105.60 $621.48 $0.00 $6 21.48 006-388-530 619 F ST $572.30 $0.00 $117.16 $689.46 $0.00 $6 89.46 006-388-540 601 F ST $2,144.12 $0.00 $0.00 $2,144.12 $0.00 $0.00 006-388-580 627 F ST A $169.28 $0.00 $34.66 $203.94 $20.40 $183.54 006-388-580 627 F ST $145.10 $0.00 $29.70 $174.80 $0.00 $17 4.80 006-388-600 629 F ST $1,257.46 $0.00 $257.40 $1,514.86 $15 1.48 $1,363.38 006-411-010 472 B ST $483.64 $0.00 $99.00 $582.64 $58.26 $5 24.38 006-411-020 476 B ST $314.36 $0.00 $64.36 $378.72 $37.88 $3 40.84 006-411-030 480 B ST $109.08 $0.00 $19.80 $128.88 $12.88 $1 16.00 006-411-040 484 B ST $109.08 $0.00 $19.80 $128.88 $12.88 $1 16.00 006-411-050 488 B ST $233.76 $0.00 $47.86 $281.62 $28.16 $2 53.46 006-411-060 492 B ST $822.18 $0.00 $168.30 $990.48 $99.04 $ 891.44 006-411-070 491 C ST $580.36 $0.00 $118.80 $699.16 $0.00 $6 99.16 006-411-080 487 C ST $241.82 $0.00 $49.50 $291.32 $29.14 $2 62.18 006-411-090 483 C ST $145.10 $0.00 $29.70 $174.80 $17.48 $1 57.32 006-411-100 479 C ST $918.90 $0.00 $188.10 $1,107.00 $110. 70 $996.30 006-411-110 475 C ST $290.18 $0.00 $59.40 $349.58 $34.96 $3 14.62 006-411-120 471 C ST $773.82 $0.00 $158.40 $932.22 $93.22 $ 839.00 006-412-010 504 B ST $290.18 $0.00 $59.40 $349.58 $0.00 $34 9.58 006-412-020 508 B ST $109.08 $0.00 $19.80 $128.88 $0.00 $12 8.88 006-412-030 512 B ST $128.96 $0.00 $26.40 $155.36 $15.54 $1 39.82 006-412-040 516 B ST $137.04 $0.00 $28.06 $165.10 $16.52 $1 48.58 006-412-050 520 B ST $435.28 $0.00 $89.10 $524.38 $52.44 $4 71.94 006-412-060 524 B ST $193.46 $0.00 $39.60 $233.06 $0.00 $23 3.06 006-412-070 528 B ST $386.90 $0.00 $79.20 $466.10 $46.62 $4 19.48 006-412-080 532 B ST $274.06 $0.00 $56.10 $330.16 $0.00 $33 0.16 006-412-090 536 B ST $290.18 $0.00 $59.40 $349.58 $34.96 $3 14.62 006-412-100 540 B ST $532.00 $0.00 $108.90 $640.90 $0.00 $6 40.90 006-412-110 551 C ST $241.82 $0.00 $49.50 $291.32 $29.14 $2 62.18 006-412-120 547 C ST $145.10 $0.00 $29.70 $174.80 $17.48 $1 57.32 006-412-130 543 C ST $378.84 $0.00 $77.56 $456.40 $45.64 $4 10.76
TOWN OF COLMA
ANNUAL SEWER SERVICE CHARGES
FISCAL YEAR 2023-24
APN Street No. Street Name NSMCSD
Treatment
Charges $
SSF Treatment
Charges $
Collection
Charges $
Parcel Charge
before water
conservation
Water
Conservation
Incentive
Final Charge to
Property after
water
006-412-140 539 C ST $109.08 $0.00 $19.80 $128.88 $12.88 $1 16.00 006-412-150 535 C ST $386.90 $0.00 $79.20 $466.10 $0.00 $46 6.10 006-412-160 531 C ST $677.10 $0.00 $138.60 $815.70 $81.58 $ 734.12 006-412-170 527 C ST $193.46 $0.00 $39.60 $233.06 $0.00 $23 3.06 006-412-180 523 C ST $435.28 $0.00 $89.10 $524.38 $52.44 $4 71.94 006-412-190 519 C ST $145.10 $0.00 $29.70 $174.80 $17.48 $1 57.32 006-412-200 515 C ST $532.00 $0.00 $108.90 $640.90 $0.00 $6 40.90 006-412-210 511 C ST $109.08 $0.00 $19.80 $128.88 $12.88 $1 16.00 006-412-220 507 C ST $137.04 $0.00 $28.06 $165.10 $16.52 $1 48.58 006-412-230 503 C ST $109.08 $0.00 $19.80 $128.88 $12.88 $1 16.00 006-413-070 350 CLARK AVE $386.90 $0.00 $79.20 $466.10 $46 .62 $419.48 006-413-080 483 B ST $193.46 $0.00 $39.60 $233.06 $23.30 $2 09.76 006-413-090 479 B ST $620.66 $0.00 $127.06 $747.72 $0.00 $7 47.72 006-413-100 475 B ST $145.10 $0.00 $29.70 $174.80 $17.48 $1 57.32 006-413-110 471 B ST $193.46 $0.00 $39.60 $233.06 $23.30 $2 09.76 006-414-070 531 B ST $435.28 $0.00 $89.10 $524.38 $52.44 $4 71.94 006-414-080 527 B ST $109.08 $0.00 $19.80 $128.88 $12.88 $1 16.00 006-414-090 523 B ST $330.48 $0.00 $67.66 $398.14 $39.82 $3 58.32 006-414-100 519 B ST $109.08 $0.00 $19.80 $128.88 $12.88 $1 16.00 006-414-110 515 B ST $290.18 $0.00 $59.40 $349.58 $34.96 $3 14.62 006-414-120 511 B ST $532.00 $0.00 $108.90 $640.90 $0.00 $6 40.90 006-414-130 507 B ST $394.96 $0.00 $80.86 $475.82 $47.58 $4 28.24 006-414-140 503 B ST $233.76 $0.00 $47.86 $281.62 $0.00 $28 1.62 008-125-190 461 B ST $1,015.64 $0.00 $207.90 $1,223.54 $0. 00 $1,223.54 008-125-200 455 B ST $725.46 $0.00 $148.50 $873.96 $87.40 $ 786.56 008-125-210 453 B ST $725.46 $0.00 $148.50 $873.96 $87.40 $ 786.56 008-125-220 451 B ST $451.40 $0.00 $92.40 $543.80 $54.38 $4 89.42 008-125-260 469 B ST $1,064.00 $0.00 $217.80 $1,281.80 $0. 00 $1,281.80 008-125-320 409 B ST $725.46 $0.00 $148.50 $873.96 $0.00 $8 73.96 008-125-330 411 B ST $193.46 $0.00 $39.60 $233.06 $23.30 $2 09.76 008-125-340 413 B ST $628.72 $0.00 $128.70 $757.42 $75.74 $ 681.68 008-125-350 415 B ST $870.54 $0.00 $178.20 $1,048.74 $0.00 $1,048.74 008-125-360 417 B ST $435.28 $0.00 $89.10 $524.38 $0.00 $52 4.38 008-125-370 419 B ST $386.90 $0.00 $79.20 $466.10 $46.62 $4 19.48 008-125-380 439 B ST $290.18 $0.00 $59.40 $349.58 $34.96 $3 14.62 008-125-390 437 B ST $290.18 $0.00 $59.40 $349.58 $34.96 $3 14.62 008-125-400 435 B ST $540.06 $0.00 $110.56 $650.62 $0.00 $6 50.62
TOWN OF COLMA
ANNUAL SEWER SERVICE CHARGES
FISCAL YEAR 2023-24
APN Street No. Street Name NSMCSD
Treatment
Charges $
SSF Treatment
Charges $
Collection
Charges $
Parcel Charge
before water
conservation
Water
Conservation
Incentive
Final Charge to
Property after
water
008-125-420 429 B ST $290.18 $0.00 $59.40 $349.58 $34.96 $3 14.62 008-125-430 431 B ST $109.08 $0.00 $19.80 $128.88 $12.88 $1 16.00 008-125-440 433 B ST $564.24 $0.00 $115.50 $679.74 $67.98 $ 611.76 008-126-050 467 C ST $1,015.64 $0.00 $207.90 $1,223.54 $0. 00 $1,223.54 008-126-060 455 C ST $290.18 $0.00 $59.40 $349.58 $34.96 $3 14.62 008-126-070 449 C ST $109.08 $0.00 $19.80 $128.88 $12.88 $1 16.00 008-126-080 445 C ST $725.46 $0.00 $148.50 $873.96 $87.40 $ 786.56 008-126-090 441 C ST $822.18 $0.00 $168.30 $990.48 $0.00 $9 90.48 008-126-100 439 C ST $109.08 $0.00 $19.80 $128.88 $12.88 $1 16.00 008-126-110 435 C ST $1,716.90 $0.00 $351.46 $2,068.36 $20 6.84 $1,861.52 008-126-120 427-431 C ST $386.90 $0.00 $79.20 $466.10 $46. 62 $419.48 008-126-130 421-423 C ST $338.54 $0.00 $69.30 $407.84 $40. 78 $367.06 008-126-150 7685 7685 AND 7687 EL CAMINO REAL $109.08 $ 0.00 $19.80 $128.88 $12.88 $116.00 008-126-220 424 B ST $532.00 $0.00 $108.90 $640.90 $64.10 $ 576.80 008-126-230 426 B ST $338.54 $0.00 $69.30 $407.84 $40.78 $3 67.06 008-126-240 416 B ST $298.24 $0.00 $61.06 $359.30 $0.00 $35 9.30 008-126-250 418 B ST $233.76 $0.00 $47.86 $281.62 $0.00 $28 1.62 008-126-260 420 B ST $725.46 $0.00 $148.50 $873.96 $0.00 $8 73.96 008-126-270 401 C ST $1,128.48 $0.00 $231.00 $1,359.48 $0. 00 $1,359.48 008-126-280 413 C ST $870.54 $0.00 $178.20 $1,048.74 $0.00 $1,048.74 008-126-280 411 C ST $1,209.10 $0.00 $247.50 $1,456.60 $14 5.66 $1,310.94 008-126-280 409 C ST A $870.54 $0.00 $178.20 $1,048.74 $10 4.88 $943.86 008-126-290 415 C ST B $959.22 $0.00 $196.36 $1,155.58 $11 5.56 $1,040.02 008-126-290 415 C ST $789.94 $0.00 $161.70 $951.64 $0.00 $9 51.64 008-126-300 417 C ST $532.00 $0.00 $108.90 $640.90 $0.00 $6 40.90 008-126-300 417 C ST A $725.46 $0.00 $148.50 $873.96 $0.00 $873.96 008-126-310 419 C ST A $677.10 $0.00 $138.60 $815.70 $81.5 8 $734.12 008-126-310 419 C ST B $935.02 $0.00 $191.40 $1,126.42 $11 2.64 $1,013.78 008-126-320 430 B ST $109.08 $0.00 $19.80 $128.88 $0.00 $12 8.88 008-126-330 436 B ST $338.54 $0.00 $69.30 $407.84 $0.00 $40 7.84 008-126-340 438 B ST $532.00 $0.00 $108.90 $640.90 $64.10 $ 576.80 008-126-360 446 B ST $1,209.10 $0.00 $247.50 $1,456.60 $0. 00 $1,456.60 008-126-370 448 B ST $443.34 $0.00 $90.76 $534.10 $0.00 $53 4.10 008-126-380 456 B ST $233.76 $0.00 $47.86 $281.62 $28.16 $2 53.46 008-126-390 460 B ST $435.28 $0.00 $89.10 $524.38 $0.00 $52 4.38 008-126-400 462 B ST $225.70 $0.00 $46.20 $271.90 $27.20 $2 44.70 008-126-410 464 B ST $290.18 $0.00 $59.40 $349.58 $34.96 $3 14.62
TOWN OF COLMA
ANNUAL SEWER SERVICE CHARGES
FISCAL YEAR 2023-24
APN Street No. Street Name NSMCSD
Treatment
Charges $
SSF Treatment
Charges $
Collection
Charges $
Parcel Charge
before water
conservation
Water
Conservation
Incentive
Final Charge to
Property after
water
008-126-420 468 B ST $193.46 $0.00 $39.60 $233.06 $0.00 $23 3.06 008-126-430 470 B ST $435.28 $0.00 $89.10 $524.38 $52.44 $4 71.94 008-127-010 7701 EL CAMINO REAL $693.22 $0.00 $141.90 $83 5.12 $83.52 $751.60 008-127-050 440 C ST $532.00 $0.00 $108.90 $640.90 $0.00 $6 40.90 008-127-050 438 C ST $290.18 $0.00 $59.40 $349.58 $0.00 $34 9.58 008-127-070 464 C ST $773.82 $0.00 $158.40 $932.22 $0.00 $9 32.22 008-127-080 466 C ST $109.08 $0.00 $19.80 $128.88 $12.88 $1 16.00 008-127-100 467 D ST $1,064.00 $0.00 $217.80 $1,281.80 $0. 00 $1,281.80 008-127-110 463 D ST $225.70 $0.00 $46.20 $271.90 $27.20 $2 44.70 008-127-140 439 D ST $109.08 $0.00 $19.80 $128.88 $12.88 $1 16.00 008-127-150 435 D ST $290.18 $0.00 $59.40 $349.58 $0.00 $34 9.58 008-127-160 433 D ST $338.54 $0.00 $69.30 $407.84 $40.78 $3 67.06 008-127-200 442 C ST $386.90 $0.00 $79.20 $466.10 $46.62 $4 19.48 008-127-210 446 C ST $338.54 $0.00 $69.30 $407.84 $0.00 $40 7.84 008-127-220 459 D ST $322.42 $0.00 $66.00 $388.42 $38.84 $3 49.58 008-127-230 455 D ST $386.90 $0.00 $79.20 $466.10 $0.00 $46 6.10 008-127-240 443 D ST $338.54 $0.00 $69.30 $407.84 $40.78 $3 67.06 008-127-250 426 C ST B $677.10 $0.00 $138.60 $815.70 $81.5 8 $734.12 008-127-250 426 C ST A $1,741.08 $0.00 $356.40 $2,097.48 $ 0.00 $2,097.48 008-127-260 424 C ST B $338.54 $0.00 $69.30 $407.84 $40.78 $367.06 008-127-260 424 C ST A $266.00 $0.00 $54.46 $320.46 $32.04 $288.42 008-127-270 422 C ST B $725.46 $0.00 $148.50 $873.96 $87.4 0 $786.56 008-127-270 422 C ST A $338.54 $0.00 $69.30 $407.84 $0.00 $ 407.84 008-127-280 420 C ST A $145.10 $0.00 $29.70 $174.80 $17.48 $157.32 008-127-280 420 C ST B $628.72 $0.00 $128.70 $757.42 $75.7 4 $681.68 008-127-290 431 D ST $109.08 $0.00 $19.80 $128.88 $0.00 $12 8.88 008-127-300 429 D ST $109.08 $0.00 $19.80 $128.88 $12.88 $1 16.00 008-143-010 7741-7751 EL CAMINO REAL $4,102.84 $0.00 $83 9.86 $4,942.70 $0.00 $4,942.70 008-143-020 430 D ST $483.64 $0.00 $99.00 $582.64 $58.26 $5 24.38 008-143-030 434 D ST $257.94 $0.00 $52.80 $310.74 $31.08 $2 79.66 008-143-040 438 D ST $588.42 $0.00 $120.46 $708.88 $0.00 $7 08.88 008-143-050 442 D ST $612.60 $0.00 $125.40 $738.00 $0.00 $7 38.00 008-143-060 436 D ST $628.72 $0.00 $128.70 $757.42 $0.00 $7 57.42 008-143-070 448 D ST $967.28 $0.00 $198.00 $1,165.28 $116. 52 $1,048.76 008-143-080 452 D ST $290.18 $0.00 $59.40 $349.58 $34.96 $3 14.62 008-143-090 456 D ST $290.18 $0.00 $59.40 $349.58 $34.96 $3 14.62 008-143-100 460 D ST $314.36 $0.00 $64.36 $378.72 $37.88 $3 40.84
TOWN OF COLMA
ANNUAL SEWER SERVICE CHARGES
FISCAL YEAR 2023-24
APN Street No. Street Name NSMCSD
Treatment
Charges $
SSF Treatment
Charges $
Collection
Charges $
Parcel Charge
before water
conservation
Water
Conservation
Incentive
Final Charge to
Property after
water
008-143-110 464 D ST $1,354.18 $0.00 $277.20 $1,631.38 $16 3.14 $1,468.24 008-143-140 461 E ST $483.64 $0.00 $99.00 $582.64 $58.26 $5 24.38 008-143-160 441 E ST $475.58 $0.00 $97.36 $572.94 $0.00 $57 2.94 008-143-180 435 E ST $540.06 $0.00 $110.56 $650.62 $0.00 $6 50.62 008-143-250 445 E ST $910.84 $0.00 $186.46 $1,097.30 $0.00 $1,097.30 008-143-270 455 E ST $685.16 $0.00 $140.26 $825.42 $82.54 $ 742.88 008-143-280 449 E ST $830.24 $0.00 $169.96 $1,000.20 $100. 02 $900.18 008-143-310 401 E ST $652.90 $0.00 $133.66 $786.56 $78.66 $ 707.90 008-143-320 417 E ST $532.00 $0.00 $108.90 $640.90 $64.10 $ 576.80 008-143-320 415 E ST $628.72 $0.00 $128.70 $757.42 $75.74 $ 681.68 008-143-340 419 E ST $241.82 $0.00 $49.50 $291.32 $29.14 $2 62.18 008-143-340 421 E ST $515.88 $0.00 $105.60 $621.48 $0.00 $6 21.48 008-143-350 425 E ST $112.84 $0.00 $23.10 $135.94 $13.60 $1 22.34 008-143-350 423 E ST $241.82 $0.00 $49.50 $291.32 $29.14 $2 62.18 008-143-360 429 E ST $717.40 $0.00 $146.86 $864.26 $86.42 $ 777.84 008-143-360 427 E ST $677.10 $0.00 $138.60 $815.70 $81.58 $ 734.12 008-143-390 463 E ST $435.28 $0.00 $89.10 $524.38 $52.44 $4 71.94 008-143-400 465 E ST $145.10 $0.00 $29.70 $174.80 $17.48 $1 57.32 008-143-400 465 E ST A $193.46 $0.00 $39.60 $233.06 $23.30 $209.76 008-143-420 471 E ST $290.18 $0.00 $59.40 $349.58 $34.96 $3 14.62 008-143-440 476 D ST $241.82 $0.00 $49.50 $291.32 $29.14 $2 62.18 008-143-450 468 D ST $1,120.42 $0.00 $229.36 $1,349.78 $0. 00 $1,349.78 008-143-460 472 D ST $870.54 $0.00 $178.20 $1,048.74 $104. 88 $943.86 008-143-470 467 E ST $677.10 $0.00 $138.60 $815.70 $0.00 $8 15.70 008-143-480 469 E ST $604.54 $0.00 $123.76 $728.30 $72.84 $ 655.46 008-144-090 460 E ST $1,249.40 $0.00 $255.76 $1,505.16 $0. 00 $1,505.16 008-144-100 448 E ST $109.08 $0.00 $19.80 $128.88 $12.88 $1 16.00 008-144-110 446 E ST $1,499.28 $0.00 $306.90 $1,806.18 $0. 00 $1,806.18 008-144-120 444 E ST $290.18 $0.00 $59.40 $349.58 $0.00 $34 9.58 008-144-150 417 F ST $1,499.28 $0.00 $306.90 $1,806.18 $0. 00 $1,806.18 008-144-190 433 F ST $701.28 $0.00 $143.56 $844.84 $0.00 $8 44.84 008-144-200 435 F ST $109.08 $0.00 $19.80 $128.88 $12.88 $1 16.00 008-144-200 437 F ST $282.12 $0.00 $57.76 $339.88 $0.00 $33 9.88 008-144-210 441 F ST $483.64 $0.00 $99.00 $582.64 $0.00 $58 2.64 008-144-210 439 F ST $628.72 $0.00 $128.70 $757.42 $0.00 $7 57.42 008-144-220 466 E ST A $193.46 $0.00 $39.60 $233.06 $23.30 $209.76 008-144-220 466 E ST $427.22 $0.00 $87.46 $514.68 $0.00 $51 4.68
TOWN OF COLMA
ANNUAL SEWER SERVICE CHARGES
FISCAL YEAR 2023-24
APN Street No. Street Name NSMCSD
Treatment
Charges $
SSF Treatment
Charges $
Collection
Charges $
Parcel Charge
before water
conservation
Water
Conservation
Incentive
Final Charge to
Property after
water
008-144-230 464 E ST $822.18 $0.00 $168.30 $990.48 $99.04 $ 891.44 008-144-240 462 E ST $532.00 $0.00 $108.90 $640.90 $64.10 $ 576.80 008-144-260 421 F ST $185.40 $0.00 $37.96 $223.36 $22.34 $2 01.02 008-144-270 419 F ST $580.36 $0.00 $118.80 $699.16 $69.92 $ 629.24 008-144-290 412-416 E ST $1,523.46 $0.00 $311.86 $1,835.3 2 $183.54 $1,651.78 011-014-080 1901 HILLSIDE BLVD $435.28 $0.00 $89.10 $524. 38 $0.00 $524.38 011-014-110 1903-05 HILLSIDE BLVD $2,031.28 $0.00 $415.8 0 $2,447.08 $0.00 $2,447.08 011-420-010 301 HOFFMAN ST $298.24 $0.00 $61.06 $359.30 $3 5.94 $323.36 011-420-020 303 HOFFMAN ST $290.18 $0.00 $59.40 $349.58 $3 4.96 $314.62 011-420-030 305 HOFFMAN CT $241.82 $0.00 $49.50 $291.32 $2 9.14 $262.18 011-420-040 307 HOFFMAN ST $564.24 $0.00 $115.50 $679.74 $ 0.00 $679.74 011-420-050 309 HOFFMAN ST $249.88 $0.00 $51.16 $301.04 $3 0.10 $270.94 011-420-060 311 HOFFMAN ST $491.70 $0.00 $100.66 $592.36 $ 59.24 $533.12 011-420-070 313 HOFFMAN STREET $145.10 $0.00 $29.70 $174. 80 $17.48 $157.32 011-420-080 315 HOFFMAN STREET $669.02 $0.00 $136.96 $805 .98 $80.60 $725.38 011-420-090 317 HOFFMAN STREET $935.02 $0.00 $191.40 $1,1 26.42 $0.00 $1,126.42 011-420-100 319 HOFFMAN STREET $725.46 $0.00 $148.50 $873 .96 $0.00 $873.96 011-420-110 321 HOFFMAN STREET $354.66 $0.00 $72.60 $427. 26 $42.72 $384.54 011-420-120 316 HOFFMAN STREET $290.18 $0.00 $59.40 $349. 58 $34.96 $314.62 011-420-130 318 HOFFMAN STREET $290.18 $0.00 $59.40 $349. 58 $34.96 $314.62 011-420-140 320 HOFFMAN STREET $773.82 $0.00 $158.40 $932 .22 $0.00 $932.22 011-420-150 302 HOFFMAN STREET $677.10 $0.00 $138.60 $815 .70 $81.58 $734.12 011-420-160 304 HOFFMAN STREET $491.70 $0.00 $100.66 $592 .36 $59.24 $533.12 011-420-170 306 HOFFMAN STREET $580.36 $0.00 $118.80 $699 .16 $69.92 $629.24 011-420-180 308 HOFFMAN STREET $918.90 $0.00 $188.10 $1,1 07.00 $0.00 $1,107.00 103-190-010 407 B ST $169.28 $0.00 $34.66 $203.94 $0.00 $20 3.94 103-190-020 405 B ST $314.36 $0.00 $64.36 $378.72 $37.88 $3 40.84 103-190-030 403 B ST $483.64 $0.00 $99.00 $582.64 $0.00 $58 2.64 103-190-040 401 B ST $483.64 $0.00 $99.00 $582.64 $0.00 $58 2.64 103-190-050 7627 MISSION ST $193.46 $0.00 $39.60 $233.06 $ 23.30 $209.76 103-190-060 7625 MISSION ST $741.58 $0.00 $151.80 $893.38 $0.00 $893.38 103-190-070 7623 MISSION ST $435.28 $0.00 $89.10 $524.38 $ 52.44 $471.94 008-421-180 205 COLLINS AVE $0.00 $753.00 $103.96 $856.96 $85.70 $771.26 008-421-190 207 COLLINS AVE $0.00 $753.00 $26.40 $779.40 $ 77.94 $701.46 008-322-270 81 COLMA BLVD $0.00 $753.00 $115.50 $868.50 $0 .00 $868.50 008-322-290 65 COLMA BLVD $0.00 $3,870.44 $660.00 $4,530. 44 $0.00 $4,530.44 008-322-320 17-Jan COLMA BLVD $0.00 $7,586.06 $1,293.60 $ 8,879.66 $0.00 $8,879.66
TOWN OF COLMA
ANNUAL SEWER SERVICE CHARGES
FISCAL YEAR 2023-24
APN Street No. Street Name NSMCSD
Treatment
Charges $
SSF Treatment
Charges $
Collection
Charges $
Parcel Charge
before water
conservation
Water
Conservation
Incentive
Final Charge to
Property after
water
008-322-330 101 COLMA BLVD $0.00 $753.00 $42.90 $795.90 $0 .00 $795.90 008-322-340 115-119 COLMA BLVD $0.00 $1,499.80 $255.76 $1 ,755.56 $175.56 $1,580.00 008-322-470 19 COLMA BLVD $0.00 $822.46 $140.26 $962.72 $0 .00 $962.72 008-322-480 27-39 COLMA BLVD $0.00 $2,167.44 $369.60 $2,5 37.04 $0.00 $2,537.04 008-322-480 55-63 COLMA BLVD $0.00 $1,393.36 $237.60 $1,6 30.96 $0.00 $1,630.96 008-322-480 41-53 COLMA BLVD $0.00 $3,870.44 $660.00 $4,5 30.44 $453.04 $4,077.40 008-322-490 75 COLMA BLVD $0.00 $753.00 $42.90 $795.90 $0. 00 $795.90 008-322-500 91 COLMA BLVD $0.00 $7,489.30 $1,277.10 $8,76 6.40 $0.00 $8,766.40 008-322-510 121-123 COLMA BLVD $0.00 $753.00 $19.80 $772. 80 $77.28 $695.52 008-322-550 2 COLMA BLVD $0.00 $14,562.54 $2,483.26 $17,0 45.80 $1,704.58 $15,341.22 008-322-560 200 COLMA BLVD $0.00 $977.28 $166.66 $1,143.9 4 $114.40 $1,029.54 008-373-180 5075 JUNIPERO SERRA $0.00 $753.00 $24.76 $777 .76 $0.00 $777.76 008-373-210 4921-4925 JUNIPERO SERRA $0.00 $753.00 $110. 56 $863.56 $86.36 $777.20 008-373-240 4915 JUNIPERO SERRA $0.00 $6,473.32 $1,103.8 6 $7,577.18 $0.00 $7,577.18 008-373-340 970 A SERRAMONTE BLVD $0.00 $753.00 $117.16 $ 870.16 $0.00 $870.16 008-373-380 5055 JUNIPERO SERRA $0.00 $3,251.16 $554.40 $ 3,805.56 $0.00 $3,805.56 008-373-420 4923 JUNIPERO SERRA $0.00 $2,157.78 $367.96 $ 2,525.74 $0.00 $2,525.74 008-373-490 5001 JUNIPERO SERRA $0.00 $18,026.58 $3,073. 96 $21,100.54 $2,110.06 $18,990.48 008-373-510 4939-4943 JUNIPERO SERRA $0.00 $753.00 $105. 60 $858.60 $0.00 $858.60 008-373-520 4929 JUNIPERO SERRA $0.00 $753.00 $19.80 $772 .80 $77.28 $695.52 008-373-520 4933 JUNIPERO SERRA $0.00 $753.00 $19.80 $772 .80 $0.00 $772.80 008-373-520 4937 JUNIPERO SERRA $0.00 $753.00 $79.20 $832 .20 $83.22 $748.98 008-373-520 4945 JUNIPERO SERRA $0.00 $2,138.42 $364.66 $ 2,503.08 $0.00 $2,503.08 008-373-520 4941 JUNIPERO SERRA $0.00 $753.00 $19.80 $772 .80 $0.00 $772.80 008-373-550 990 SERRAMONTE BLVD $0.00 $7,479.62 $1,275.4 6 $8,755.08 $0.00 $8,755.08 008-373-550 990 SERRAMONTE BLVD $0.00 $1,944.90 $331.66 $ 2,276.56 $0.00 $2,276.56 008-374-020 999 SERRAMONTE BLVD. $0.00 $1,906.20 $325.06 $2,231.26 $0.00 $2,231.26 008-374-040 775 SERRAMONTE BLVD $0.00 $6,260.44 $1,067.5 6 $7,328.00 $0.00 $7,328.00 008-374-050 785 SERRAMONTE BLVD $0.00 $10,276.02 $1,752. 30 $12,028.32 $1,202.84 $10,825.48 008-392-140 600 SERRAMONTE BLVD $0.00 $1,654.62 $282.16 $ 1,936.78 $0.00 $1,936.78 008-392-190 1150 EL CAMINO REAL $0.00 $753.00 $95.70 $848 .70 $84.88 $763.82 008-392-240 1174 EL CAMINO REAL $0.00 $1,083.72 $184.80 $ 1,268.52 $126.86 $1,141.66 008-392-320 1198 EL CAMINO REAL $0.00 $753.00 $0.00 $753.00 $0.00 $0.00 008-403-040 1000 COLLINS AVE $0.00 $2,360.96 $402.60 $2,7 63.56 $0.00 $2,763.56 008-421-040 1232 EL CAMINO REAL $0.00 $1,170.80 $199.66 $ 1,370.46 $137.04 $1,233.42 008-421-040 1222 EL CAMINO REAL $0.00 $753.00 $80.86 $833 .86 $83.38 $750.48 008-421-120 1200 EL CAMINO REAL $0.00 $3,347.94 $570.90 $ 3,918.84 $391.88 $3,526.96
TOWN OF COLMA
ANNUAL SEWER SERVICE CHARGES
FISCAL YEAR 2023-24
APN Street No. Street Name NSMCSD
Treatment
Charges $
SSF Treatment
Charges $
Collection
Charges $
Parcel Charge
before water
conservation
Water
Conservation
Incentive
Final Charge to
Property after
water
008-421-150 245 COLLINS AVE $0.00 $5,941.12 $1,013.10 $6, 954.22 $0.00 $6,954.22 010-142-030 1711 MISSION RD $0.00 $753.00 $92.40 $845.40 $ 0.00 $845.40 010-142-040 1707 MISSION RD $0.00 $753.00 $19.80 $772.80 $ 77.28 $695.52 010-142-050 1685 MISSION RD $0.00 $1,161.14 $198.00 $1,35 9.14 $0.00 $1,359.14 010-142-070 1675 MISSION RD $0.00 $870.84 $148.50 $1,019. 34 $101.94 $917.40 010-142-080 1635 MISSION RD $0.00 $4,905.78 $836.56 $5,74 2.34 $574.24 $5,168.10 010-142-080 1655 MISSION RD $0.00 $2,167.44 $369.60 $2,53 7.04 $253.70 $2,283.34 010-142-080 1655 MISSION RD A $0.00 $753.00 $54.46 $807.4 6 $80.74 $726.72 010-142-080 1655 MISSION RD B $0.00 $753.00 $49.50 $802.5 0 $80.26 $722.24 010-182-080 1537 MISSION RD D $0.00 $753.00 $19.80 $772.8 0 $77.28 $695.52 010-182-080 1537 MISSION RD B $0.00 $753.00 $19.80 $772.8 0 $77.28 $695.52 010-182-080 1537 MISSION RD C $0.00 $1,132.10 $193.06 $1, 325.16 $132.52 $1,192.64 010-182-080 1537 MISSION RD A $0.00 $753.00 $19.80 $772.8 0 $77.28 $695.52 010-182-090 1455 MISSION RD $0.00 $753.00 $42.90 $795.90 $ 0.00 $795.90 010-182-110 1427 MISSION RD $0.00 $753.00 $80.86 $833.86 $ 83.38 $750.48 010-421-160 480 COLLINS AVE $0.00 $2,041.66 $348.16 $2,38 9.82 $238.98 $2,150.84 010-422-020 1370 EL CAMINO REAL $0.00 $27,799.44 $4,740. 46 $32,539.90 $3,254.00 $29,285.90 010-422-020 1370 EL CAMINO REAL $0.00 $753.00 $84.16 $837 .16 $0.00 $837.16 010-422-020 1370 EL CAMINO REAL $0.00 $7,082.90 $1,207.8 0 $8,290.70 $829.08 $7,461.62 010-422-040 1300 EL CAMINO REAL $0.00 $4,896.10 $834.90 $ 5,731.00 $0.00 $5,731.00 010-423-030 1787 MISSION RD $0.00 $1,199.84 $204.60 $1,40 4.44 $0.00 $1,404.44 010-423-040 1773 MISSION RD $0.00 $753.00 $77.56 $830.56 $ 83.06 $747.50 011-341-440 1055 EL CAMINO REAL $0.00 $2,099.72 $358.06 $ 2,457.78 $245.78 $2,212.00 011-341-500 1361 EL CAMINO REAL $0.00 $753.00 $28.06 $781 .06 $78.10 $702.96 011-341-810 1201 EL CAMINO REAL $0.00 $1,654.62 $282.16 $ 1,936.78 $0.00 $1,936.78 011-341-940 1199 EL CAMINO REAL $0.00 $753.00 $0.00 $753.00 $0.00 $0.00 011-370-180 1500 MISSION RD $0.00 $2,602.88 $443.86 $3,04 6.74 $304.68 $2,742.06 011-341-590 1301 EL CAMINO REAL $0.00 $753.00 $19.80 $772 .80 $0.00 $772.80 011-341-720 1171 EL CAMINO REAL - ON HILLSIDE BLVD $0. 00 $753.00 $19.80 $772.80 $0.00 $772.80 011-341-850 1299 EL CAMINO REAL $0.00 $753.00 $19.80 $772 .80 $0.00 $772.80 008-373-190 780 SERRAMONTE BLVD $0.00 $6,253.86 $681.46 $ 6,935.32 $693.54 $6,241.78 008-373-200 700 SERRAMONTE BLVD $0.00 $66,112.16 $7,203. 90 $73,316.06 $0.00 $73,316.06 008-373-550 990 SERRAMONTE BLVD $0.00 $9,857.76 $1,074.1 6 $10,931.92 $0.00 $10,931.92 008-374-020 999 SERRAMONTE BLVD $0.00 $5,057.60 $551.10 $ 5,608.70 $560.88 $5,047.82 008-392-260 650 SERRAMONTE BLVD $0.00 $10,418.04 $1,135. 20 $11,553.24 $1,155.32 $10,397.92 008-403-020 1500 COLLINS AVE $0.00 $12,538.00 $1,366.20 $ 13,904.20 $0.00 $13,904.20 008-413-030 707-711 SERRAMONTE B $0.00 $25,893.68 $2,821 .50 $28,715.18 $0.00 $28,715.18
TOWN OF COLMA
ANNUAL SEWER SERVICE CHARGES
FISCAL YEAR 2023-24
APN Street No. Street Name NSMCSD
Treatment
Charges $
SSF Treatment
Charges $
Collection
Charges $
Parcel Charge
before water
conservation
Water
Conservation
Incentive
Final Charge to
Property after
water
010-142-020 1715 MISSION RD $0.00 $753.00 $19.80 $772.80 $ 77.28 $695.52 010-142-100 1725 MISSION RD $0.00 $1,801.96 $196.36 $1,99 8.32 $199.84 $1,798.48 010-421-180 248 COLLINS AVE $0.00 $753.00 $19.80 $772.80 $ 77.28 $695.52 010-421-190 530 COLLINS AVE $0.00 $753.00 $19.80 $772.80 $ 77.28 $695.52 010-421-200 500 COLLINS AVE $0.00 $2,119.96 $231.00 $2,35 0.96 $0.00 $2,350.96 010-423-050 1755 MISSION RD $0.00 $753.00 $19.80 $772.80 $ 77.28 $695.52 011-341-330 475 SERRAMONTE BLVD $0.00 $5,375.58 $585.76 $ 5,961.34 $596.14 $5,365.20 011-341-830 475-485 SERRAMONTE B $0.00 $7,813.54 $851.40 $8,664.94 $866.50 $7,798.44 011-341-960 445 SERRAMONTE BLVD $0.00 $41,399.60 $4,511. 10 $45,910.70 $0.00 $45,910.70 008-392-290 1180 EL CAMINO REAL $0.00 $12,168.00 $0.00 $12,168.00 $0.00 $0.00 011-370-220 1670-1692 MISSION RD $0.00 $44,616.00 $2,366 .10 $46,982.10 $0.00 $46,982.10 008-421-050 1242 EL CAMINO REAL $0.00 $753.00 $207.90 $96 0.90 $96.10 $864.80 010-142-080 1655 MISSION RD D $0.00 $753.00 $189.76 $942. 76 $0.00 $942.76 010-182-040 1439 MISSION RD $0.00 $753.00 $19.80 $772.80 $ 77.28 $695.52 010-182-100 1457 MISSION RD $0.00 $753.00 $51.16 $804.16 $ 80.42 $723.74 010-182-100 1451 MISSION RD $0.00 $753.00 $49.50 $802.50 $ 0.00 $802.50 010-182-100 1445 MISSION RD $0.00 $753.00 $97.36 $850.36 $ 85.04 $765.32 010-182-130 1433 MISSION RD $0.00 $753.00 $49.50 $802.50 $ 80.26 $722.24 010-182-130 1431 MISSION RD R $0.00 $753.00 $19.80 $772.8 0 $77.28 $695.52 010-460-010 1377 MISSION RD $0.00 $753.00 $69.30 $822.30 $ 82.24 $740.06 010-460-020 1373 MISSION RD $0.00 $753.00 $138.60 $891.60 $89.16 $802.44 010-460-030 1369 MISSION RD $0.00 $753.00 $59.40 $812.40 $ 81.24 $731.16 010-460-040 1365 MISSION RD $0.00 $753.00 $0.00 $753.00 $0.00 $0.00 010-460-050 1361 MISSION RD $0.00 $753.00 $19.80 $772.80 $ 77.28 $695.52 010-460-060 1357 MISSION RD $0.00 $753.00 $99.00 $852.00 $ 0.00 $852.00 010-460-070 1351 ISABELLE CIR $0.00 $753.00 $217.80 $970. 80 $97.08 $873.72 010-460-080 1353 ISABELLE CIR $0.00 $753.00 $49.50 $802.5 0 $0.00 $802.50 010-460-090 1355 ISABELLE CIR $0.00 $753.00 $51.16 $804.1 6 $80.42 $723.74 010-460-100 1357 ISABELLE CIR $0.00 $753.00 $75.90 $828.9 0 $82.90 $746.00 010-460-110 1359 ISABELLE CIR $0.00 $753.00 $85.80 $838.8 0 $0.00 $838.80 010-460-120 1341 ISABELLE CIR $0.00 $753.00 $89.10 $842.1 0 $84.22 $757.88 010-460-130 1343 ISABELLE CIR $0.00 $753.00 $99.00 $852.0 0 $85.20 $766.80 010-460-140 1345 ISABELLE CIR $0.00 $753.00 $59.40 $812.4 0 $81.24 $731.16 010-460-150 1347 ISABELLE CIR $0.00 $753.00 $19.80 $772.8 0 $77.28 $695.52 010-460-160 1349 ISABELLE CIR $0.00 $753.00 $99.00 $852.0 0 $85.20 $766.80 010-460-170 1353 MISSION RD $0.00 $753.00 $49.50 $802.50 $ 80.26 $722.24 010-460-180 1349 MISSION RD $0.00 $753.00 $89.10 $842.10 $ 0.00 $842.10
TOWN OF COLMA
ANNUAL SEWER SERVICE CHARGES
FISCAL YEAR 2023-24
APN Street No. Street Name NSMCSD
Treatment
Charges $
SSF Treatment
Charges $
Collection
Charges $
Parcel Charge
before water
conservation
Water
Conservation
Incentive
Final Charge to
Property after
water
010-460-190 1345 MISSION RD $0.00 $753.00 $31.36 $784.36 $ 78.44 $705.92 010-460-200 1341 MISSION RD $0.00 $753.00 $19.80 $772.80 $ 77.28 $695.52 010-460-210 1327 MISSION RD $0.00 $753.00 $87.46 $840.46 $ 84.04 $756.42 010-460-220 1323 MISSION RD $0.00 $753.00 $108.90 $861.90 $0.00 $861.90 010-460-230 1319 MISSION RD $0.00 $753.00 $125.40 $878.40 $87.84 $790.56 010-460-240 1315 MISSION RD $0.00 $753.00 $39.60 $792.60 $ 0.00 $792.60 010-460-250 1311 MISSION RD $0.00 $753.00 $188.10 $941.10 $0.00 $941.10 010-460-260 1307 MISSION RD $0.00 $753.00 $19.80 $772.80 $ 77.28 $695.52 010-460-270 1303 MISSION RD $0.00 $753.00 $99.00 $852.00 $ 0.00 $852.00 010-460-280 1331 ISABELLE CIR $0.00 $753.00 $89.10 $842.1 0 $0.00 $842.10 010-460-290 1333 ISABELLE CIR $0.00 $753.00 $153.46 $906. 46 $0.00 $906.46 010-460-300 1335 ISABELLE CIR $0.00 $753.00 $94.06 $847.0 6 $84.70 $762.36 010-460-310 1337 ISABELLE CIR $0.00 $753.00 $107.26 $860. 26 $0.00 $860.26 010-460-320 1339 ISABELLE CIR $0.00 $753.00 $118.80 $871. 80 $0.00 $871.80 010-460-330 1321 ISABELLE CIR $0.00 $753.00 $95.70 $848.7 0 $0.00 $848.70 010-460-340 1323 ISABELLE CIR $0.00 $753.00 $69.30 $822.3 0 $0.00 $822.30 010-460-350 1325 ISABELLE CIR $0.00 $753.00 $158.40 $911. 40 $0.00 $911.40 010-460-360 1327 ISABELLE CIR $0.00 $753.00 $92.40 $845.4 0 $84.54 $760.86 010-460-370 1329 ISABELLE CIR $0.00 $753.00 $158.40 $911. 40 $91.14 $820.26 010-460-380 1245 ISABELLE CIR $0.00 $753.00 $99.00 $852.0 0 $85.20 $766.80 010-460-390 1247 ISABELLE CIR $0.00 $753.00 $19.80 $772.8 0 $77.28 $695.52 010-460-400 1249 ISABELLE CIR $0.00 $753.00 $108.90 $861. 90 $0.00 $861.90 010-460-410 1251 ISABELLE CIR $0.00 $753.00 $118.80 $871. 80 $87.18 $784.62 010-460-420 1237 ISABELLE CIR $0.00 $753.00 $90.76 $843.7 6 $84.38 $759.38 010-460-430 1239 ISABELLE CIR $0.00 $753.00 $103.96 $856. 96 $85.70 $771.26 010-460-440 1241 ISABELLE CIR $0.00 $753.00 $59.40 $812.4 0 $81.24 $731.16 010-460-450 1243 ISABELLE CIR $0.00 $753.00 $69.30 $822.3 0 $0.00 $822.30 010-460-460 1299 MISSION RD $0.00 $753.00 $36.30 $789.30 $ 78.94 $710.36 010-460-470 1295 MISSION RD $0.00 $753.00 $49.50 $802.50 $ 0.00 $802.50 010-460-480 1291 MISSION RD $0.00 $753.00 $39.60 $792.60 $ 79.26 $713.34 010-460-490 1287 MISSION RD $0.00 $753.00 $79.20 $832.20 $ 0.00 $832.20 010-460-500 1283 MISSION RD $0.00 $753.00 $41.26 $794.26 $ 79.42 $714.84 010-460-510 1279 MISSION RD $0.00 $753.00 $158.40 $911.40 $0.00 $911.40 010-460-520 1229 ISABELLE CIR $0.00 $753.00 $110.56 $863. 56 $86.36 $777.20 010-460-530 1231 ISABELLE CIR $0.00 $753.00 $39.60 $792.6 0 $79.26 $713.34 010-460-540 1233 ISABELLE CIR $0.00 $753.00 $85.80 $838.8 0 $0.00 $838.80 010-460-550 1235 ISABELLE CIR $0.00 $753.00 $87.46 $840.4 6 $84.04 $756.42
TOWN OF COLMA
ANNUAL SEWER SERVICE CHARGES
FISCAL YEAR 2023-24
APN Street No. Street Name NSMCSD
Treatment
Charges $
SSF Treatment
Charges $
Collection
Charges $
Parcel Charge
before water
conservation
Water
Conservation
Incentive
Final Charge to
Property after
water
010-460-560 1221 ISABELLE CIR $0.00 $753.00 $110.56 $863. 56 $0.00 $863.56 010-460-570 1223 ISABELLE CIR $0.00 $753.00 $19.80 $772.8 0 $77.28 $695.52 010-460-580 1225 ISABELLE CIR $0.00 $753.00 $79.20 $832.2 0 $83.22 $748.98 010-460-590 1227 ISABELLE CIR $0.00 $753.00 $46.20 $799.2 0 $79.92 $719.28 010-460-600 1275 MISSION RD $0.00 $753.00 $49.50 $802.50 $ 80.26 $722.24 010-460-610 1271 MISSION RD $0.00 $753.00 $89.10 $842.10 $ 84.22 $757.88 010-460-620 1267 MISSION RD $0.00 $753.00 $80.86 $833.86 $ 0.00 $833.86 010-460-630 1263 MISSION RD $0.00 $753.00 $66.00 $819.00 $ 81.90 $737.10 011-154-090 2702 HILLSIDE BLVD $0.00 $753.00 $145.20 $898 .20 $0.00 $898.20 011-154-090 2700 HILLSIDE BLVD $0.00 $753.00 $186.46 $939 .46 $93.94 $845.52 011-154-100 2706 HILLSIDE BLVD $0.00 $753.00 $69.30 $822. 30 $82.24 $740.06 011-154-100 2704 HILLSIDE BLVD $0.00 $753.00 $56.10 $809. 10 $80.92 $728.18 011-154-110 2710 HILLSIDE BLVD $0.00 $753.00 $19.80 $772. 80 $77.28 $695.52 011-154-110 2708 HILLSIDE BLVD $0.00 $753.00 $79.20 $832. 20 $83.22 $748.98 008-322-340 111 COLMA BLVD $0.00 $8,252.22 $615.46 $8,867 .68 $886.76 $7,980.92 008-322-500 91 COLMA BLVD $0.00 $3,030.98 $226.06 $3,257. 04 $0.00 $3,257.04 008-322-550 2 COLMA BLVD $0.00 $796.46 $59.40 $855.86 $85. 58 $770.28 008-373-340 970 B SERRAMONTE BLVD $0.00 $12,721.24 $948. 76 $13,670.00 $1,367.00 $12,303.00 008-373-380 5035 JUNIPERO SERRA $0.00 $25,309.74 $1,887. 60 $27,197.34 $0.00 $27,197.34 008-373-380 5045 JUNIPERO SERRA $0.00 $5,243.36 $391.06 $ 5,634.42 $0.00 $5,634.42 008-373-440 5025 JUNIPERO SERRA $0.00 $19,800.90 $1,476. 76 $21,277.66 $0.00 $21,277.66 008-373-500 4927 JUNIPERO SERRA $0.00 $15,353.98 $1,145. 10 $16,499.08 $0.00 $16,499.08 008-373-520 4931 JUNIPERO SERRA $0.00 $7,146.02 $532.96 $ 7,678.98 $0.00 $7,678.98 008-373-520 4935 JUNIPERO SERRA $0.00 $4,734.52 $353.10 $ 5,087.62 $0.00 $5,087.62 008-373-550 990 SERRAMONTE BLVD $0.00 $9,668.14 $721.06 $ 10,389.20 $0.00 $10,389.20 011-341-400 1700 HILLSIDE BLVD $0.00 $199,159.34 $14,853 .30 $214,012.64 $0.00 $214,012.64 $149,317.34 $827,811.82 $115,395.56 $1,092,524.72 $33,3 28.36 $1,041,710.10 NSMCSD
Treatment Charge
$
SSF Treatment
Charge $
Collection
Charge $
Parcel Charge
before Water
Conservation
Incentive
(1)
Water
Conservation
Incentive
(2)
Final Parcel
Charges
$149,317.34 $827,811.82 $115,395.56 $1,092,524.72 $33,3 28.36 $1,041,710.10 82% of NSMCSD Rate; i.e. 0.82 x $9.83 = $8.0606
100% of NSMCSD Rate, i.e. $9.83 per HCF $181,446.68 $ 827,811.82 $115,395.56
TOWN OF COLMA
ANNUAL SEWER SERVICE CHARGES
FISCAL YEAR 2023-24
APN Street No. Street Name NSMCSD
Treatment
Charges $
SSF Treatment
Charges $
Collection
Charges $
Parcel Charge
before water
conservation
Water
Conservation
Incentive
Final Charge to
Property after
water
177 Units Per Unit 11,946 -$133,281.00 $133,281.00
$48,165.68 $961,092.82
Village Serramonte (Daly City Sub-Division Flows to SSF through Colma) - HCF TOTAL
ATTACHMENT C
No. Inquiry Date Address Reason for Inquiry Response Resolved/Pending 1 Phone Call 5/30/2023 503 B St
Asked if Town can change the billing
system and send monthly
statements for sewer charges rather
than posting the annual charges in
one lump sum on the tax roll.
This sewer billing system has been
operated like that for a long time. It
is a way to collect the sewer charges
and has nothing to do with the
water billing.
The property owner
may attend the City
Council meeting to bring
this issue to the
Council's attention
2 Phone Call 6/9/2023 433 D St
The property owner asked if the
sewer charges will be billed in a
similar way to water bills
The sewer notice is not a bill. It is
an informational notice. The sewer
charges will be billed through the
property tax roll
Resolved
3 4
5 ATTACHMENT C - INQUIRIES AND PROTESTS LOG FY 2023-24
ATTACHMENT C
Staff Report – 1651 Hillside Blvd – Olivet Chapel Page 1 of 5
STAFF REPORT
T
O: Mayor and Members of the City Council
FROM: Farhad Mortazavi, City Planner
Claire Smith, Assistant Planner
VIA: Brian Dossey, City Manager
MEETING DATE: June 28, 2023
SUBJECT: 1651 Hillside Boulevard – Conditional Use Permit and Design Review R
ECOMMENDATION
St
aff recommends that the City Council adopt the following resolution:
RE
SOLUTION APPROVING A CONDITIONAL USE PERMIT AND DESIGN REVIEW FOR THE ADDITION OF A FLOWER SHOP AND MINOR EXPANSION AT 1651 HILLSIDE
BOULEVARD AND FINDING PROJECT EXEMPT FROM ENVIRONMENTAL REVIEW PURSUANT TO CEQA GUIDELINE 15301
E
XECUTIVE SUMMARY
T
he applicant is proposing to expand the use of an existing funeral chapel at 1651 Hillside Boulevard to include a flower shop, kitchen, and reception area. The existing structure will also undergo tenant improvements and minor expansion. Per Colma Municipal Code Section
5.04.060(b)(1), a Conditional Use Permit is required for uses incidental to cemetery uses in the G zone, including flower shops. Conditions of approval are recommended to ensure the project will not impact uses in the area and thereby ensure the public health, safety, and welfare of the community. Design Review is required for projects in the DR zoning overlay district to achieve a consistent site, landscape, and building design theme for the Town.
F
ISCAL IMPACT
T
he Town will experience a fiscal benefit (in the form of increased sales tax revenue) from the project, as the proposed flower shop will provide an additional income for the existing cemetery.
Item #8
Staff Report – 1651 Hillside Blvd – Olivet Chapel Page 2 of 5
BACKGROUND
The project site is located along Hillside Boulevard and has a General Plan use designation of Cemetery and is zoned G/DR (Cemetery/Design Review). Surrounding land uses include primarily Cemetery uses with nearby Commercial uses. The existing one-story building is about 6771 square feet and currently serves as a chapel and office space for the cemetery on site.
Previously, there were embalming services provided at the site, but that use is being removed as part of the proposal. The removal of the embalming services and other consultation rooms will provide room for other cemetery-related services including greater amenities for funeral receptions such as a kitchen and reception room. The applicant also proposes a 247 square foot addition on the northeast corner of the structure to create additional space to accommodate a flower shop.
ANALYSIS
Project Description
The applicant, Bret Walters, is requesting a Conditional Use Permit and Design Review to allow for tenant improvements, a minor expansion of the existing building, and the expansion of the existing use to include the operation of a flower shop.
The hours of operation for the proposed flower shop would coincide with the daily hours of the cemetery chapel from 8:00 am to 5:00 pm, with the flexibility to adjust for funerals at the request of the family from 8:00 am to 11:00 pm.
The funeral home will have a seating capacity of up to 200 to accommodate guests for funerals, memorials, and other activities including but not limited to, funerals, visitations, memorial services, receptions, wakes, prayer services, and funeral arrangements. Staffing is anticipated at four full-time and six part-time employees as needed for events and services.
Environmental Review
The proposed use will primarily occupy the existing structure and the 247 square foot expansion. As Lead Agency for approval of the use permit and design review under the California Environmental Quality Act (CEQA), the Town of Colma finds the project Categorically Exempt under CEQA, California Code of Regulations Section 15301, Class 1 - Existing Facilities involving interior and exterior alterations and additions of less than 2,500 square feet. Under Section 15301 this would constitute a negligible expansion of use.
Findings Related to Granting a Conditional Use Permit
Section 5.03.410 of the Colma Municipal Code requires that certain findings be made for approval of a Use Permit. Below is a listing of the findings and a discussion of how the application meets the findings:
1. The proposed uses will be consistent with the provisions of the Colma General Plan and Zoning Ordinance.
Staff Report – 1651 Hillside Blvd – Olivet Chapel Page 3 of 5
Discussion: The subject property is in the G Zone and is designated in the General Plan for cemetery uses as part of the Hillside Boulevard planning area. The Hillside Planning Area is intended for cemetery and agricultural uses and uses incidental to these uses such as florists and monument shops. Uses in this area are not to disrupt the greenbelt aesthetic as viewed from public lands or create visual disruptions from the public right of way. The proposed project fits within the goals of the Zoning and General Plan designation as it is incidental to the existing cemetery use. Because the proposed project will only be an interior remodel with minor exterior expansion – without changing the existing roof line or the structural integrity - there will be no major impact or disruption in the views from public lands.
2. Granting the Use Permit will not be detrimental to the public health, safety or public welfare, or materially injurious to the properties or improvements in the vicinity.
Discussion:
Granting the Use Permit to allow for the addition of a flower shop, reception room, and kitchen within the existing chapel building will not be detrimental to the public health, safety or public welfare, or materially injurious to the properties or improvements in the vicinity. The use aligns with the uses in the surrounding area and will be incidental to the existing cemetery and chapel use. Further, conditions of approval are recommended to ensure the project will not impact uses in the area and thereby ensure the public health, safety, and welfare of the community.
3. Existing property uses, large or small, will not be detrimentally affected by the proposed use.
Discussion: The existing cemetery uses on the property will not be detrimentally affected by the proposed use. The proposed use will enhance the experience of customers visiting the existing cemetery and increase the amenities offered to them.
Surrounding land uses include primarily cemetery uses, with nearby commercial uses.
Neither of these uses will be negatively impacted by the proposed project because the proposed project is incidental to the existing cemetery use on the site. Onsite parking will not be negatively impacted as the proposed use will tend to the existing chapel visitors and funeral precessions. The addition of the reception room is not anticipated to create detrimental noise impacts because cemetery related services are generally quiet and well contained events.
4. The granting of the Use Permit will not constitute a grant of special privilege inconsistent with the limitations imposed by the Zoning Ordinance on the existing use of properties, large or small, within the Town of Colma.
Discussion: The granting of the Use Permit for the proposed project will not constitute a grant of special privilege as the proposed use is incidental to cemetery uses, and as indicated by the Municipal Code, may be permitted by the City Council upon issuance of a use permit. The proposed use is consistent with surrounding land uses and the applicant is not requesting any special consideration for approval of the project.
Staff Report – 1651 Hillside Blvd – Olivet Chapel Page 4 of 5
5. The City Council is satisfied that the proposed structure or building conforms to the purposes and intent of the General Plan and this subchapter.
The proposed structure conforms to the purposes and intent of the General Plan and this subchapter because it will be a cemetery use which supported by the General Plan designation and zoning of the parcel.
6. The use will not constitute a nuisance to neighboring persons or properties.
Discussion: The proposed project is located along Hillside Boulevard with cemetery uses located adjacent to the site and commercial and public uses located nearby. The proposed use will not constitute a nuisance to these neighboring uses or properties because the proposed use is similar to existing uses on the site and in the surrounding area. The conditions of approval are recommended to ensure the project will not impact uses in the area.
Findings Related to Design Review
Section 5.03.300(d)(4) of the Colma Municipal Code requires that certain findings be made for approval of Design Review as follows:
(i) The architectural, site and landscape design of the proposed project incorporates design elements adopted for the DR zone.
(ii) The architectural, site and landscape design substantially reflects the goal of the DR zone to achieve a consistent site, landscape and building design theme for the Town of Colma.
The project site is in the Design Review Overlay Zoning district in which all plans for development shall incorporate building, site and landscape design elements that are appropriate for the setting based on surrounding properties. The proposed project includes a minor expansion to an existing building within a cemetery. The existing building will not change in character or design and the expansion will be fully consistent with the existing building design.
The existing setting is a cemetery chapel and office building, because the proposed expansion is very minor and is still under the same roofline as the existing building, the design will remain consistent with the setting. The architectural and design characteristics of the proposed expansion are within the existing building and consistent with the existing character of the setting.
Council Adopted Values
The recommendation is consistent with the Council value of responsibility because the proposed application has been carefully r eviewed and conditioned so that it will be consistent with adopted development policies and regulations, and compatible within its setting.
Staff Report – 1651 Hillside Blvd – Olivet Chapel Page 5 of 5
Sustainability Impact
The addition of the flower shop and reception area has the potential to increase the waste produced at the project site. To reduce the sustainability impact, it is important that the waste produced is diverted correctly into recycling and green waste bins as appropriate. The property maintains waste collection services with Republic Services that includes municipal solid waste, recycling, and green waste. As part of their franchise agreement with the Town, Republic Services visits businesses and provides training and resources to educate staff on how to increase diversion. The project can be conditioned to require staff training on sustainability and waste diversion once construction is completed.
Alternatives
The following courses of action are available to the City Council:
One alternative would be to adopt the resolution with modified or additional conditions of approval. This would allow the project to continue but set more or less restrictive bounds that align with the goals and views of the City Council. If the Council chooses this route, the proposed changes can be incorporated into the draft resolution at the meeting, or the City Council can opt to continue the hearing and ask staff to return with a revised resolution for consideration and adoption at the next City Council meeting.
A second alternative would be to deny the requested Conditional Use Permit and Design Review. This alternative is not recommended since the proposed project is consistent with the General Plan and Municipal Code.
CONCLUSION
Staff recommends that the City Council adopt the Resolution approving a Conditional Use Permit and Design Review.
ATTACHMENTS
A. Resolution 2023-_______
B. 1651 Hillside Project Plan Set
C. Supporting Statements/Information and Business Operation Plan
Res. 2023-__, 1651 Hillside Boulevard – Conditional Use Permit and Design Review P age 1 of 9 RESOLUTION NO. 2023-__
OF THE CITY COUNCIL OF THE TOWN OF COLMA
RESOLUTION APPROVING A CONDITIONAL USE PERMIT AND DESIGN REVIEW FOR THE ADDITION OF A FLOWER SHOP AND MINOR EXPANSION AT 1651 HILLSIDE
BOULEVARD AND FINDING PROJECT EXEMPT FROM ENVIRONMENTAL REVIEW PURSUANT TO CEQA GUIDELINE 15301 - APN: 011-331-190
Property Owner: Cypress Lawn Cemetery Association
Location: 1651 Hillside Boulevard
Assessor’s Parcel Number: 011-331-190
T
he City Council of the Town of Colma does hereby resolve as follows:
1. BACKGROUND
(a) The Town has received an application from Bret Walters for approval of a Conditional Use Permit and Design Review for the property at 1651 Hillside Boulevard (APN: 011-331-190). (b) Pursuant to Section 15301 Class 1 (e)(1) - Existing Conditions; projects categorized as additions to existing structures. The project is categorically exempt from California Environmental Quality Act (CEQA) review.
(c) A notice of public hearing was mailed to all property owners within 300 feet of the subject property on June 16, 2023. In addition, a notice of public hearing was posted on the three Town of Colma bulletin boards, on June 16, 2023.
(d) The City Council has considered the Conditional Use Permit and Design Review application, the accompanying staff report, and all relevant evidence presented at the June 28, 2023, public meeting.
(e) The City Council has duly considered said application, the staff report , and public comments thereon.
2. FINDINGS
The City Council finds that:
Findings Relating to CEQA Review
Pursuant to Section 15301 of the State of California CEQA Guideline Class 1, e xisting facilities involving interior and exterior alterations and additions of less than 2,500 square feet. The proposed project is Categorically Exempt from further environmental review per the findings below.
Section 15301 Class 1(e)( 1), consists of projects characterized as Additions to Existing Structures, and the project meets t he conditions described in this section. (e) Additions to existing structures provided that the addition will not result in an increase more than:
Attachment A
Res. 2023-__, 1651 Hillside Boulevard – Conditional Use Permit and Design Review Page 2 of 9 (1) 50 percent of the floor area of the structures before the addition or 2,500 square feet, whichever is le ss
The project is proposed to add 247 square feet, which is less than a 2,500 square feet increase.
Based on the findings above this project is Categorically Exempt from further environmental review.
Findings Relating to Granting a Conditional Use Permit
Section 5.03.410(a) of the Colma Municipal Code requires that certain findings be made for approval of a Conditional Use Permit. These findings apply to the project as follows:
(a) The proposed Conditional Use Permit will be consistent with the provisions of the Colma General Plan and Zoning Ordinance.
The subject property is in the G Zone and is designated in the General Plan for cemetery uses as part of the Hillside Boulevard planning area. The Hillside Planning Area is intended for cemetery and agricultural uses and uses incidental to these uses such as florists and monument shops.
Uses in this area are not to disrupt the greenbelt aesthetic as viewed from public lands or create visual disruptions from the public right of way. The proposed proj ect fits within the goals of the Zoning and General Plan designation as it is incidental to the existing cemetery use. Because the proposed project will only be an interior remodel with minor exterior expansion – without changing the existing roof line or the structural integrity - there will be no major impact or disruption in the views from public lands.
(b) Granting the Conditional Use Permit will not be detrimental to the public health, safety , or public welfare, or materially injurious t o the properties or improvements in the vicinity.
Granting the Use Permit to allow for the addition of a flower shop, reception room, and kitchen within the existing chapel building will not be detrimental to the public health, safety or pub lic welfare, or materially injurious to the properties or improvements in the vicinity. The use aligns with the uses in the surrounding area and will be incidental to the existing cemetery and chapel use.
To help mitigate construction-related impacts, as a condition of this use permit, per Colma Municipal Code 5.04.220(c), Standard Hours of Construction, within a radius of 500 feet of any residential unit, construction-related work including truck hauling is limited to Monday to Friday from 8:00 AM to 7:00 PM, Saturday, 9:00 AM to 5:00 PM, and Sunday from 12:00 PM to 5:00 PM. Furthermore, using the Town-adopted Best Management Practices (BMPs), dust control and stormwater pollution prevention will be implemented as a condition of the use permit. (c) Existing property uses, large or small, will not be detrimentally affected by the proposed use.
The existing cemetery uses on the property will not be detrimentally affected by the proposed use. The proposed use will enhance the experience of customers visiting the existing cemetery Res. 2023-__, 1651 Hillside Boulevard – Conditional Use Permit and Design Review Page 3 of 9 and increase the amenities offered to them. Surrounding land uses include primarily cemetery uses, with a couple nearby commercial uses., Neither of these uses will an d these uses will also not be negatively impacted by the proposed project because the proposed project is incidental to the existing cemetery use on the site. Onsite parking will not be negatively impacted as the proposed use will tend to the existing chapel visitors and funeral precessions. The addition of the reception room is not anticipated to create detrimental noise impacts because cemetery related services are generally quiet and well contained events. (d) The granting of the Use Permit will not const itute a grant of special privilege inconsistent with the limitations imposed by the Zoning Ordinance on the existing use of properties, large or small, within the Town of Colma.
The granting of the Use Permit for the proposed project will not constitute a grant of special privilege, as the proposed use is a use incidental to cemetery uses and as indicated by the Zoning Code, may be permitted by the City Council upon issuance of a use permit. The proposed use is consistent with surrounding land uses, and the applicant is not requesting any special consideration for approval of the project.
(e) The City Council is satisfied that the proposed structure or building conforms to the purpose and intent of the General Plan and Zoning Ordinance.
The proposed structure conforms to the purposes and intent of the General Plan and this subchapter because it will be a cemetery use which supported by the General Plan designation and zoning of the parcel.
(f) The use will not constitute a nuisance to neighboring persons or properties.
The proposed project is located along Hillside Boulevard with cemetery uses located adjacent to the site, and commercial and public uses located nearby. The proposed use wil l not constitute a nuisance to these neighboring uses or properties because the proposed use is similar to existing uses on the site and in the surrounding area. The conditions of approval are recommended to ensure the project will not impact uses in the area. The conditions of the Use Permit will ensure that all activities related to the uses will not negatively impact adjoining uses. To mitigate noise nuisances associated with the project, as a condition of this use permit, per Colma Municipal Code 5.04.220(c),
Standard Hours of Construction, within a radius of 500 feet of any residential unit, construction related work including truck hauling is limited to Monday to Friday from 8:00 AM to 7:00 PM, Saturday, 9:00 AM to 5:00 PM, and Sunday from 12:00 PM to 5:00 PM.
Findings Related to Design Review
Section 5.03.300(d)(4) of the Colma Municipal Code requires that certain findings be made for approval of Design Review as follows:
(i) The architectural, site and landscape design of the proposed project incorporates design elements adopted for the DR zone.
Res. 2023-__, 1651 Hillside Boulevard – Conditional Use Permit and Design Review Page 4 of 9 (ii) The architectural, site and landscape design substantially reflects the goal of the DR zone to achieve a consistent site, landscape and building design theme for the Town of Colma.
The project site is in the Design Review Overlay Zoning district in which all plans for development shall incorporate building, site and landscape design elements that are appropriate for the setting based on surrounding properties. The proposed project includes a minor interior expansion to an existing building within a cemetery. The existing building will not change in character or design and the expansion will be fully consistent with the existing b uilding design.
The existing setting is a cemetery chapel and office building because the proposed expansion is very minor and is still under the same roofline as the existing building, the design will remain consistent with the setting. The architectural and design characteristics of the proposed expansion are within the existing building and consistent with the existing character of the setting.
3. CONDITIONS OF APPROVAL
The City Council approves the Conditional Use Permit and Design Review to allow for an existing funeral chapel to include a flower shop, kitchen, and reception room and undergo a tenant improvement and minor expansion at 1651 Hillside Boulevard, subject to the full and faithful performance of each of the general terms and conditions sets forth in this Resolution and the following project-specific conditions:
Conditions Related to the Amended Conditional Use Permit
a) Approval. This approval applies specifically to the project plans submitted to the Planning Department dated April 19, 2023. All plans submitted for permits and subsequent construction, operation, and use on the site shall be in substantial compliance with these documents, subject to the changes and conditions set out herein. The Use Permit is valid for one year and will expire on April 19, 2024, if an associated building permit has not been issued. If this Use Permit is about to expire with no building permit being issued by the expiration date, the applicant may submit an application fo r one (1) year extension of the Use Permit to the planning department pursuant to Section 5.03.422(b) of Colma Municipal Code.
b) Allowed Uses. This Use Permit shall specifically allow the operations of the funeral chapel, flower shop, and reception area at 1651 Hillside Boulevard, as shown on final plans submitted on April 19, 2023, with the Planning Department. c) Conditions of Approval with the Plan Sets. A copy of these conditions of approval shall be included in the building permit plan set. At least one copy of the stamped approved plans, along with the Approval Letter and Conditions of Approval and/or mitigations, shall be available at the job site at all times during construction. d) All Uses Within a Building. The Permittee shall conduct any flower shop or reception service-related activity within a fully enclosed building.
Res. 2023-__, 1651 Hillside Boulevard – Conditional Use Permit and Design Review Page 5 of 9 e) Nuisances. The Permittee shall not allow any nuisance to be maintained at the premises. f) Minor Changes. Minor changes to the approved use of the site may be approved administratively by the City Planner or designee.
g) Permits. The Permittee shall obtain all necessary permits, including building and fire permits.
h) Plans and Documents. All plans and documents must be stamped and signed by all design professionals.
i) California Building Code. All work must comply with the most recent California Building Code edition.
j) ADA Compliance. ADA improvements must comply with the California Building Code requirements.
k) Noise. If the Town receives verified noise complaints from adjacent properties , the Applicant shall modify business practices and/or install further noise control features, such as noise insulation, to the satisfaction of the City Planner and Building Official. l) Building and Fire Code Compliance. All construction work must comply with 2023 California Building Code, 2023 California Mechanical Code, and 2023 California Fire Code. m) Trash Enclosure and Service. The permittee must subscribe to a regular refuse and recyclable items collection service (minimum pick-up of once per work and abide by the Town’s Recycling Ordinance). Any outdoor trash enclosure proposed for use should be roofed and plumbed to the sanitary sewer system.
n) Sustainability. The permittee must coordinate with Republic Services to implement waste diversion equipment and resources at the facility and receive staff training. o) Stormwater Discharge: Any new roof downspouts should be discharged to landscaped areas.
p) Sewer Capacity. Additional sewer capacity fees may be payable to the sewer district (City of South San Francisco) because of change/modification in the use of the subject property.
Additional information will be provided after consulting with the sewer district.
Conditions Related to Design Review
q) Approved Plans. This approval is for the project presented in the approved Project Plans submitted to the Planning Department on April 19, 2023, prepared by John Lum Architecture and on file in the office of the City Planner. All plans submitted for required permits and subsequent development, construction, operation and use of the site shall be in substantial compliance with these documents, subject to the changes and conditions set out herein. r) Colors and Materials. Exterior colors and materials for the building must be consistent with the colors and materials noted in the approved architectural plan set and match existing where noted.
Res. 2023-__, 1651 Hillside Boulevard – Conditional Use Permit and Design Review Page 6 of 9 s) Clearly Labeled Address. The building shall be provided with an address that is clearly visible from the roadway to the satisfaction of the Building Official and Colma Fire Prote ction District.
t) Minor Changes. Minor changes to the approved project plans may be approved administratively by the City Planner or designee.
Construction Activities
u) Conditions of Approval with Plan Sets. The conditions of approval shall be reproduced on the first page of the plans submitted for demolition, grading or building permits. Additional pages may be used if necessary. At least one copy of the stamped approved plans, along with the Approval Letter and Conditions of Approval and/or mitigations, shall be available for review at the job site at all times during construction. v) Construction Signage. Prior to commencing any work on the project, including demolition or grading work, the permittee shall po st on the project site in clear view of the public right-of-way, a sign indicating hours of construction and a phone number of the permittee to call for noise complaints.
w) Construction Hours. Per Colma Municipal Code 5.04.220(c), Standard Hours of Construction, within a radius of 500 feet of any residential unit, construction related work including truck hauling is limited to Monday to Friday from 8:00 AM to 7:00 PM, Saturday, 9:00 AM to 5:00 PM, and Sunday from 12:00 PM to 5:00 PM. x) Storage of Materials in the Public Roadway. No material or equipment shall be stored on the improved portion of any public roadway at any time. y) Litter Control. Prior to the end of each workday during construction, the contractor or contractors shall pick up and properly dispose of all litter resulting from or related to the project, whether located on the property, within the public rights -of-way, or properties of adjacent neighbors.
Colma Fire Protection District Requirements.
The requirements of the Colma Fire Protection District shall be met prior to the issuance of building permit(s) for the project. For further information on the requirements of the District, the applicant may contact the Deputy Fire Marshall, Bill Pardini at [email protected] or (650)740-2023. A separate review fee is required as part of the building permit plan check process. These comments include:
y) Address Numbers 8-inch address numbers are required on the front of the building. z) Exit Signs and Emergency Lighting: Exit Signs and Emergency Lighting will need to have changes made to match the new layout. Please indicate these fixtures on the plans prior to building permit submittal.
aa) Fire Alarm: Complete plans for the fire alarm system must be submitted prior to issuance of a building permit.
bb) Fire Extinguisher: All fire extinguishers must be serviced. Fire extinguishers signs must be Res. 2023-__, 1651 Hillside Boulevard – Conditional Use Permit and Design Review Page 7 of 9 installed at the appropriate height designated byFire Marshall. The new layout may require the addition and or relocation of Fire Extinguishers and signage. cc) Fire Sprinkler: The Fire Sprinkler System will need to have changes made to it which will require a separate permit from the Fire District. Submit plans for the fire sprinkler system showing which fire sprinkler heads were changed with the tenant improvement and expansion. dd) Fire Access: No vehicles shall block any required fire lane or driveways for access. New keys for the flower shop doors will be needed for the Fire District lockbox if they are keyed differently than the chapel.
4. GENERAL CONDITIONS
(a) This Conditional Use Permit shall run with the land and be freely and automatically transferred to each user of the property described herein, subject to each of the specific and general conditions herein. As used in this Conditional Use Permit, the word “Permittee” shall mean each person using the property pursuant to the permit granted herein, including successors to the person first obtaining the permit. (b) The Permittee must comply with all applicable federal, state and m unicipal laws, codes and regulations, including the California Building and Fire Codes. Nothing herein shall be construed as authorizing any approvals under, or any exceptions to any other law, code or regulation, or as authorizing any change to the occupa ncy classification of the premises or any buildings thereon as defined on the California Building Code. Without limiting the generality of the foregoing:
i. The Permittee shall maintain an annual Colma Business Registration; ii. Prior to issuance of a Business Registration, the Permittee shall arrange for the project site to be inspected for Fire and Life Safety requirements of California Fire Code by the Colma Fire Protection District; and
(c) Indemnification. Permittee and its heirs, successors, and permitted assigns shall, at its sole cost and expense, indemnify, defend, protect, release, and hold harmless the Town and any agency or instrumentality thereof, including any of its officers, emplo yees, commissions, and agents (collectively, “Indemnitees”), from and against any and all claims, actions, or proceedings (collectively, “Claims”) arising out of or in any way relating to the processing and/or approval of this Project, the purpose of which is to attack, set aside, void, or annul the approval of this Project and any environmental determination that accompanies it. This indemnification shall include, but not be limited to, suits, damages, judgments, costs, expenses, liens, levies, attorney fe es or expert witness fees that may be asserted or incurred by any person or entity, including the Permittee, third parties and the Indemnitees, arising out of or in connection with the approval of this Project and/or any environmental determination that ac companies it.
Permittee agrees to pay directly, or timely reimburse on a monthly basis, the Town for all such costs of defense, including but not limited to, court costs, attorney fees, and time referenced herein. The Town, in its sole and absolute discretion, may elect, and the Applicant hereby agrees, to have the Applicant provide the defense of the Indemnitees subject to the Town’s approval of defense council. Nothing herein shall prohibit the Town from participating in the defense of any claim, action , or proceeding. Permittee’s Res. 2023-__, 1651 Hillside Boulevard – Conditional Use Permit and Design Review Page 8 of 9 defense and indemnification of the Indemnitees as set forth herein shall remain in full force and effect throughout all stages of any litigation challenging the Project, including any and all appeals of any lower court judgments rendered in the proceeding. (d) The Conditional Use Permit may be modified or revoked should it be determined that:
i. The property is being operated or maintained in a manner that is detrimental to the public health or welfare, is materially injurious to prop erty or improvements in the vicinity, constitutes a public nuisance, or is contrary to any law, code or regulation;
ii. If the Permittee fails to comply with and satisfy the conditions herein; or iii. As otherwise allowed by law.
(e) The Permittee must agree to comply with every term and condition herein by countersigning a copy of this approval.
Certification of Adoption
I certify that the foregoing Resolution No. 2023-## was duly adopted at a regular meeting of said City Council held on June 28, 2023, by the following vote:
Name Voting Present, Not Voting Absent
Aye No Abstain Not Participating
Joanne F. del Rosario, Mayor
John Irish Goodwin
Ken Gonzalez
Carrie Slaughter
Helen Fisicaro
Voting Tally
Dated ______________________ ___________________________________ Joanne F. del Rosario, Mayor
Attest:______________________________
Caitlin Corley, City Clerk
Res. 2023-__, 1651 Hillside Boulevard – Conditional Use Permit and Design Review Page 9 of 9
NOTICE OF RIGHT TO PROTEST
The Conditions of Project Approval set forth herein include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Government Code Section 66020(d)(1), these Conditions constitute written notice of a statement of the amount of such fees, and a description of the dedications, reservations, and other exactions. You are hereby further notified that the 90-day approval period in which you may protest these fees, dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a), began on the date of adoption of this resolution. If you fail to file a protest within this 90 -day period complying with all of the requirements of Section 66020, you will be legally barred from later challenging such e xactions.
AGREEMENT
Property Owner of 1651 Hillside Boulevard
The undersigned agrees to use the property on the terms and conditions set forth in this resolution.
Dated:
Name (printed)
For: Cypress Lawn Cemetery Association, Property
Owner, 1651 Hillside Boulevard
Permittee of 1651 Hillside Boulevard
The undersigned agrees to use the property on the terms and conditions set forth in this resolution.
Dated:
Bret Walters, Permittee, 1651 Hillside Boulevard
1651 HILLSIDE BLVD. COLMA, CA 94104
011-331-190
CYPRESS CHAPEL
CYPRESS CHAPEL
1651 Hillside Blvd.
Colma, CA 94104
Darryl Bowden
1798 Canyon Road
Redlands, California 92373
client:
date byissues / revisions
J O H N L U M A R C HIT E C T U R E
3246 S E V E N T E E N T H S T R E E T S A N F R A N CIS C O, C A 94110 T EL 415.558.9550 FA X 415.558.0554
TITLE SHEET
A0.00
date: file name:4/17/23 CYPRESS CHAPEL_230414_DD_v2022.vwx 04/17/23 Planning Permit Submission aa
10. 31.
23 APPLICABLE CODES:
2022 CALIFORNIA BUILDING CODE (CBC)
2022 CALIFORNIA MECHANICAL CODE (CMC)
2022 CALIFORNIA ELECTRICAL CODE (CEC)
2022 CALIFORNIA PLUMBING CODE (CPC)
2022 CALIFORNIA FIRE CODE (CFC)
2022 CALIFORNIA ENERGY CODE (T24)
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC)
APPLICABLE COLMA MUNICIPAL CODES
PROJECT ADDRESS:
1651 HILLSIDE BLVD.
COLMA, CA 94104
PROJECT DESCRIPTION:
TENANT IMPROVEMENT AND A MINOR EXPANSION (WEST ELEVATION) OF THE EXISTING BUILDING WITHIN THE ROOF STRUCTURE. NEW PRIVACY SCREENS TO MATCH EXISTING AT EAST AND WEST ELEVATIONS. THE INTERIOR CHANGES WILL INCLUDE THE FOLLOWING:
•NEW KITCHEN
•NEW RECEPTION AREA
•NEW FLOWER SHOP WITH WORK AREA
PLANNING INFORMATION:
PARCEL NUMBER: 011-331-190
ZONING DISTRICT: G - MEMORIAL PARK / CEMETERY
NUMBER OF STORIES: EXISTING: 1 STORY
PROPOSED: NO CHANGE
BUILDING HEIGHT: EXISTING: 19'-5"
PROPOSED: NO CHANGE
PROPERTY SETBACKS: EXISTING: PROPOSED:
FRONT: 11-0" FRONT: 11-0" (10'-0'' MIN.)
REAR: 11'-0" REAR: 11'-0" (10'-0'' MIN.)
SIDES: 5'-0" SIDES: 5'-0" (5'-0'' MIN.)
LOT COVERAGE CALCULATIONS:
LOT SIZE: 1.43 ACRES (APPROX. 62,171 SQ. FT.)
PROJECT AREA:
PERMEABLE AREA: EXISTING LANDSCAPE: 27,536 SQ. FT.
EXISTING COURTYARD: 598 SQ. FT.
EXISTING TOTAL: 28,134 SQ. FT.
PROPOSED: NO CHANGE
NON-PERMEABLE: EXISTING: 25,053 SQ. FT.
PROPOSED: NO CHANGE
TOTAL: 53,187 SQ.FT..
BUILDING INFORMATION:
CONSTRUCTION TYPE: EXISTING: TYPE - VB
PROPOSED: NO CHANGE
OCCUPANCY: EXISTING: MIXED OCCUPANCY: A3, B
PROPOSED: MIXED OCCUPANCY A3, B & M
MINIMUM ROOF CLASS: CLASS B
FIRE SPRINKLER: EXISTING: FULL BUILDING
PROPOSED: NO CHANGE
PROJECT DATA: DRAWING INDEX
A0.00 TITLE SHEET
A0.01 GENERAL NOTES
A0.02 PERSPECTIVES
A0.03 PERSPECTIVES
A0.04 PERSPECTIVES
A0.05 SITE PHOTOS
A0.06 OCC. & EGRESS CALCS.
SU1.0 SURVEY
SU1.1 SURVEY
A1.00 SITE PLAN & LOT COVERAGE
A1.01 1ST FLOOR PLAN (E)
A1.02 ENLARGED 1ST FLOOR (E)
A1.03 1ST FLOOR PLAN (P)
A1.04 ENLARGED 1ST FLOOR (P)
A3.01 EXTERIOR ELEVATIONS
A3.02 EXTERIOR ELEVATIONS
A3.03 ENLARGED ELEVATIONS
DEPARTMENT STAMPS:
SUBJECT
PROPERTY
VICINITY MAP:
PLOT PLAN:
ARCHITECT:
JOHN LUM ARCHITECTURE
3246 17TH STREET
SAN FRANCISCO, CA 94110
CHRISTOPHER PENNACCHIO
t. 415.558.9550 x10027
e. [email protected]
OWNER:
STONEMOR PARTNERS L.P.
1314 HIGHWAY 310
MANITOWOC, WI 54220
DARRYL BOWDEN
T: 909.732.2521
GENERAL CONTRACTOR:
CB2 BUILDERS
505 BEACH STREET
SAN FRANCISCO, CA 94133
KEN PABALATE
t. 415.402.0360
e. [email protected]
PROJECT PARTICIPANTS:
STRUCTURAL ENGINEER:
ASHLEY & VANCE ENGINEERING
1729B TELEGRAPH AVE.
OAKLAND, CA 94612
VICTOR RAMOS
t. 510.473.2221 x128
e. [email protected]
SURVEYOR:
KIER & WRIGHT
2850 COLLIER CANYON ROAD
LIVERMORE, CA 94551
t. 925.245.8788
TITLE 24 CONSULTANT:
WADE ENERGY
1942 LINDA DR.
PLEASANT HILL, CA 94523
TRAVIS WADE
t. 925.326.6330
e. [email protected]
ELECTRICAL ENGINEER:
ATIUM ENGINEERING
3533 YORK LANE
SAN RAMON, CA 94582
DAVE MAINO
t. 913.961.1658
e. [email protected]
MECHANICAL ENGINEER:
LITZENBERGER ENGINEERING
822 HARTZ WAY, SUITE 235
DANVILLE, CA 94526
SHANE LITZENBERGER
t. 925.899.7462
e. [email protected]
GROSS FLOOR AREA:
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 PROJECT SITE
1651 HILLSIDE BLVD.
COLMA, CA 94104
A0.00 TITLE SHEET
A0.01 GENERAL NOTES
A0.02 PERSPECTIVES
A0.03 PERSPECTIVES
A0.04 PERSPECTIVES
A0.05 SITE PHOTOS
A0.06 OCC. & EGRESS CALCS.
SU1.0 SURVEY
SU1.1 SURVEY
A1.00 SITE PLAN & LOT COVERAGE
A1.01 1ST FLOOR PLAN (E)
A1.02 ENLARGED 1ST FLOOR (E)
A1.03 1ST FLOOR PLAN (P)
A1.04 ENLARGED 1ST FLOOR (P)
A3.01 EXTERIOR ELEVATIONS
A3.02 EXTERIOR ELEVATIONS
A3.03 ENLARGED ELEVATIONS
E
(E ) C L O S E T
CLG. HEIGHT :
11'-9''
(D ) (D ) (D )
(D )
(D )
(D )
(D )
(D )
(D )(D )(D )
(D )
(D )
(D) (D) (D)
(D)
(D)
(D)
(D)
(D)
(D)(D)(D)
(D)
(D)
(D )(D)
(D ) (D ) (D ) (D ) (D ) (D ) (D )
(D )
(D) (D) (D) (D) (D) (D) (D)
(D)
HILLSIDE BLVD
(E) CEMETERY (NIC)
(E) CEMETERY (NIC)
SUBJECT PROPERTY
1651 HILLSIDE BLVD.
1-STORY BUILDING
262'-8"
267'-1"
36'-5"
90'-7"
133'-3"
15'-5"
208'-6"
18'-3"24'-2" 119'-11"
72'-0"
65'-4"
PLAN
NORTH
TRUE
NORTH
EXISTING
EXISTING 1ST FLOOR: 6,771 SQ. FT. CONDITIONED
0 SQ. FT. UNCONDITIONED
PROPOSED
EXISTING 1ST FLOOR: 6,771 SQ. FT. CONDITIONED
0 SQ. FT. UNCONDITIONED
PROPOSED EXPANSION 247 SQ. FT. CONDITIONED
TOTAL: 7,018 SQ.FT. CONDITIONED
THE PROJECT SCOPE DOES NOT INCLUDE WORK TO ALTER THE EXISTING LANDSCAPING OR PARKING. PLEASE REFER TO APPROVED PERMIT #110817-147 AND CONDITIONAL USE PERMIT RESOLUTION #2013-31.
EMBALMING WILL BE REMOVED FROM THE SERVICES PROVIDED AT THIS SITE.
NEW SIGNAGE IS TO BE FILED UNDER A SEPARATE PERMIT.
Attachment B
CYPRESS CHAPEL
1651 Hillside Blvd. Colma, CA 94104
Darryl Bowden1798 Canyon RoadRedlands, California 92373 client:
date byissues / revisions
JOHN LUM ARCHITECTURE3246 SEVENTEENTH STREET SAN FRANCISCO, CA 94110TEL 415.558.9550 FAX 415.558.0554
GENERAL NOTES
A0.01
date: file name:4/17/23 CYPRESS CHAPEL_230414_DD_v2022.vwx 04/17/23 Planning Permit Submission aa
GEOTECHNICAL OBSERVATION NOTES
EARTHWORK, UTILITY TRENCH BACKFILLING, SLAB SUBGRADE AND NON-EXPANSIVE FILL PREPARATION, HELICAL PIER INSTALLATION, FOUNDATION AND SLAB CONSTRUCTION, RETAINING WALL DRAINAGE AND BACKFILLING, AND SITE DRAINAGE SHOULD BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. GEOTECHNICAL ENGINEER SHOULD BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE OF ANY EARTHWORK OR FOUNDATION CONSTRUCTION, AND SHOULD OBSERVE AND TEST DURING EARTHWORK AND FOUNDATION CONSTRUCTION, AS RECOMMENDED IN THE GEOTECHNICAL REPORT. GEOTECHNICAL ENGINEER SHOULD BE NOTIFIED AT LEAST 5 DAYS PRIOR TO EARTHWORK, BASEMENT AND TRENCH BACKFILL AND SUBGRADE PREPERATION WORK TO ALLOW TIME FOR SAMPLING OF ON-SITE SOIL AND LABORATORY COMPACTION CURVE TESTING TO BE PERFORMED PRIOR TO ON-SITE COMPACTION DENSITY TESTING.
SYMBOLS:
WALL TYPES:
NEW WALL - NON-RATED:
NEW WALL - 1-HOUR FIRE-RATED WALL:
NEW WALL - 2-HOUR FIRE-RATED WALL:
NEW WALL - LOW:
EXISTING WALL:
DEMO WALL:
DIMENSIONS:
C.L. OF WALL:
FACE OF FINISH:
C.L. OF STUD:
FACE OF STUD:
FACE OF CONCRETE:
LINE TYPES:
OVERHEAD LINE:
HIDDEN LINE:
PROPERTY LINE:
SETBACK LINE:
CENTER LINE:
BREAK LINE:
ELEVATION LINE:
MARKERS:
SECTION DETAIL:
PLAN DETAIL:
ELEVATION:
SECTION:
INTERIOR ELEVATION:
GRID LINE
REVISION:
DOOR TAG:
WINDOW TAG:
STEP:
F.O.C.
F.O.S.
C.O.S.
LEVEL0"
W-101
D-101
1 6"
1A5.01
1A5.01
A1A4.01
1A3.01
1A5.01
ABBREVIATIONS:
&@Ø#§
(E)(D)(N)(R)
ABV.ADJ.A.F.F.ALUM.ARCH.ASPH.
BD. BASE BD.BLDG.BLK.BLKG.BOT.BM.B.U.
CLG.CNTLCONT.CTR.CLR.C.L.
DBL.D.F.DIM.DN.D.P.D.S.DWG.
EEAEL. OR ELEV.ELEC.EQ.EXP.EXT.
F.A.U.FDN.F.F.F.F.E.FIN.F.O.C.F.O.S.F.O.P.F.P.FURN.
GA.GALV.GND.GYP. BD.
H.C.HDR.HDWD.HGT.H.V.A.C.
I.D.INSUL.INT.
JST.
MAX.M.C.MECH.MEMB.MFR.MIN.MTL.
NN.I.C.NO.
O/O.C.OFCIOPNG.O.D.
P.C.PL.PLYWD.P.T.PT.PTD.
RRET. AIRRM.RD.WD.R.W.L.
SS.S.D.SASMSQ. FT.SHT.SHTG.SIM.S.P.SQ.S.ST.ST.STD.SUP. AIR T>.B.D.THK.T.O.P.T.O.S.T.O.F.F.T.O.W.T.P.T.R.TYP.
U.O.N.
VAR.V.D.C.VERT.V.I.F.
WW/W.C.WD.W.P.W.H.
CENTER LINEPROPERTY LINE
ANDATDIAMETERNUMBERSUB-SECTION
EXISTINGDEMOLISHNEWREPLACE
ABOVEADJACENTABOVE FINISH FLOORALUMINUMARCHITECTUREASPHALT
BOARDBASE BOARDBUILDINGBLOCKBLOCKINGBOTTOMBEAMBUILT-UP
CEILINGCONTROLCONTINUOUSCENTERCLEARCENTER LINE
DOUBLEDOUGLAS FIRDIMENSIONDOWNDOUBLE POLEDOWN SPOUTDRAWING
EASTEACHELEVATIONELECTRICALEQUALEXPOSEDEXTERIOR
FORCED-AIR-UNITFOUNDATIONFINISHED FLOORFINISHED FLOOR ELEVATIONFINISHFACE OF CONCRETEFACE OF STUDFACE OF PLYWOODFIRE PLACEFURNACE
GAUGEGALVANIZEDGROUNDGYPSUM BOARD
HOLLOW COREHEADERHARD WOODHEIGHTHEATING, VENTILATION, AIR CONDITIONING
INSIDE DIMENSIONINSULATIONINTERIOR
JOIST
MAXIMUMMEDICINE CABINETMECHANICALMEMBRANEMANUFACTURERMINIMUMMETAL
NORTHNOT IN CONTRACTNUMBEROVER
ON CENTEROWNER FURNISHED, CONTRACTOR INSTALLEDOPENINGOUTSIDE DIMENSION
PLUMBING CHASEPLATEPLYWOODPRESSURE TREATEDPOINTPAINTED
RADIUSRETURN AIRROOMREDWOODRAIN WATER LEADER
SOUTHSEE STRUCTURAL DRAWINGSSELF-ADHERED SHEET MEMBRANESQUARE FOOTSHEETSHEATHINGSIMILARSINGLE POLESQUARESTAINLESS STEELSTEELSTANDARDSUPPLY AIR
TONGUE AND GROOVETO BE DETERMINEDTHICKTOP OF PLATETOP OF SLABTOP OF FINISHED FLOORTOP OF WALLTOILET PAPER HOLDERTOWEL RACKTYPICAL
UNLESS OTHERWISE NOTED
VARIESVERIFY DURING CONSTRUCTIONVERTICALVERIFY IN FIELD
WESTWITHWATER CLOSETWOODWATER PROOFWATER HEATER
LCPL
GENERAL CONSTRUCTION NOTES
1. CONTRACTOR SHALL VERIFY ALL (E) DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. MEASUREMENTS SHALL NOT BE TAKEN OFF SCALE DRAWINGS, NOTED DIMENSIONS TAKE PRECEDENCE. ALL CONFLICTS WITH CONDITIONS IN THE FIELD SHALL BE DISCUSSED WITH THE ARCHITECT PRIOR TO PROCEEDING WITH AFFECTED WORK.
2. ALL DIMENSIONS ARE TO FACE OF FINISH OR CENTERLINE, U.O.N.
3. GENERAL CONTRACTOR IS TO COORDINATE INSTALLATION OF N.I.C. ITEMS WITH OTHER TRADES.
4. CARE SHALL BE TAKEN TO ELIMINATE DAMAGE TO (E) MATERIALS AND SURFACES DURING CONSTRUCTION. ANY DAMAGES TO EXISTING CONSTRUCTION SHALL BE REPLACED OR REPAIRED AT NO ADDITIONAL COST.
5. CONTRACTOR SHALL REPAIR ANY DAMAGE TO (E) WALLS AND FLOORS CAUSED BY DEMOLITION OF (E) PARTITIONS & CEILINGS.
6. ALL BLOCKING AND FURRING SHALL BE FIRE TREATED AS REQ. BY BLDG. CODE
7. ALL PARTITIONS ABUTTING EXISTING BLDG. CONSTRUCTION SHALL ALIGN FINISH FACE TO FINISH FACE, U.O.N.
8. ALL PARTITIONS SHALL BE BRACED PER THE REQUIREMENTS OF CURRENT LOCAL SEISMIC CODE
9. ALL NON FIRE-RATED INTERIOR DOORS TO BE UNDERCUT AS REQ. TO CLEAR FINISH FLOOR BY 1/4"
10. ALL WORK TO BE INSTALLED PLUMB, LEVEL, SQUARE, AND TRUE AND IN PROPER ALIGNMENT
11. CONTRACTOR TO PROTECT FINISHES IN PATH OF TRAVEL TO AREA OF WORK
12. INSTALL WATER-EFFICIENT FIXTURES AND FITTINGS AS SUMMARIZED IN CGBSC2019 §4.303. CONTRACTOR SHALL REPLACE ALL NONCOMPLIANT FIXTURES IN PROJECT AREA.
13. WHERE (N) STRUCTURAL WORK REQUIRES THE OPENING OF (E) WALLS PARALLEL TO & WITHIN 3'-0" OF PROPERTY LINE APPLY (N) 5/8" TYPE-X GYP. BD. AT INSIDE FACE OF STUD.
14. ALL CHANGES IN FLOOR MATERIAL SHALL OCCUR AT CENTERLINE OF DOOR OR FRAMED OPENING, UNLESS OTHERWISE INDICATED ON THE DRAWINGS.
15. SEALANT, CAULKING, FLASHING, ETC. LOCATIONS SHOWN ON DRAWINGS ARE INTENDED TO BE INCLUSIVE. FOLLOW MANUFACTURER’S INSTALLATION RECOMMENDATIONS AND STANDARD INDUSTRY AND BUILDING PRACTICES.
16. ALL ATTICS, RAFTER SPACES, SOFFITS, CRAWL SPACES, ETC. TO BE FULLY VENTILATED PER APPLICABLE CODE. U.O.N.
17. PROVIDE WOOD BLOCKING FOR ALL TOWEL BARS, ACCESSORIES, ETC.
1. AIA DOCUMENT 201, "GENERAL CONDITIONS FOR THE PERFORMANCE OF A CONTRACT", ARE HEREBY INCORPORATED INTO THESE DRAWINGS AND SHALL BE CONSIDERED AS PART OF THE REQUIREMENTS FOR THE COMPLETION OF WORK. SUPPLEMENTARY CONDITIONS TO THE CONTRACT ALSO APPLY.
2. ALL CONSTRUCTION SHALL CONFORM TO CURRENT STATE & LOCAL CODES AND ANY OTHER GOVERNING CODES, AMENDMENTS, RULES, REGULATIONS, ORDINANCES, LAWS, ORDERS, APPROVALS, ETC. THAT ARE REQUIRED BY APPLICABLE PUBLIC AUTHORITIES. IN THE EVENT OF CONFLICT THE MOST STRINGENT REQUIREMENTS SHALL APPLY.
3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CHECKING CONTRACT DOCUMENTS, FIELD CONDITIONS, AND DIMENSIONS FOR ACCURACY AND CONFIRMING THE WORK CAN BE BUILT OR DEMOLISHED AS SHOWN BEFORE PROCEEDING WITH THE WORK. IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER COORDINATION QUESTIONS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK IN QUESTION OR RELATED WORK.
4. ANY ERRORS, OMISSIONS OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, BEFORE PROCEEDING WITH THE WORK.
5. CONTRACTOR SHALL THOROUGHLY EXAMINE THE PREMISES AND SHALL BASE HIS BID ON THE EXISTING CONDITIONS, NOTWITHSTANDING ANY INFORMATION SHOWN OR NOT SHOWN ON THE DRAWINGS.
6. CONTRACTOR TO MAINTAIN ALL PROPER WORKMAN’S COMPENSATION AND LIABILITY INSURANCE THROUGHOUT THE DURATION OF PROJECT.
7. SUBSTITUTIONS, REVISIONS, OR CHANGES MUST HAVE PRIOR APPROVAL OF THE ARCHITECT.
8. DURING THE BIDDING AND NEGOTIATION PERIOD THE GENERAL CONTRACTOR AND SUBCONTRACTOR(S) SHALL CONFIRM IN WRITING APPROX. ON-SITE DELIVERY DATES FOR ALL CONSTRUCTION MATERIALS AS REQUIRED BY THE CONSTRUCTION DOCUMENTS AND SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY POSSIBLE CONSTRUCTION DELAYS AFFECTING OCCUPANCY THAT MAY ARISE DUE TO THE AVAILABILITY OF THE SPECIFIED PRODUCT.
9. ALL WORK SHALL BE PERFORMED SUCH THAT DAMAGE TO EXISTING LANDSCAPE AND/OR PERSONAL PROPERTY IS PREVENTED OR MINIMIZED.
10. CONTRACTOR SHALL TAKE MEASURES TO PROTECT ADJACENT PROPERTIES. USE VISQUEEN, PLYWOOD, ETC. TO MINIMIZE NOISE, DUST, ETC.
11. IN THE EVENT THAT FOUNDATION EXCAVATION MIGHT AFFECT ADJACENT PROPERTIES, CONTRACTOR SHALL TAKE ALL APPROPRIATE STEPS TO NOTIFY THE PROPERTY OWNER OF THE CONDITION, AND TO ADEQUATELY PROTECT THE ADJACENT STRUCTURE.
12. WRITTEN DIMENSIONS REFER TO FACE OF FINISH OR CENTER-LINE UNLESS OTHERWISE NOTED.
13. DIMENSIONS ARE TO TOP OF FIN. FLOOR, SLAB OR DECK IN SECTION OR ELEVATION, UNLESS OTHERWISE NOTED.
14. "SIM." OR "SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE ITEM NOTED. VERIFY DIMENSIONS AND ORIENTATION ON PLAN.
15. "TYP." OR TYPICAL MEANS IDENTICAL FOR ALL SIMILAR CONDITIONS UNLESS NOTED OTHERWISE.
16. DIMENSIONS NOTED "CLR" OR "CLEAR" ARE MINIMUM REQUIRED DIMENSIONS AND CLEARANCES MUST BE ACCURATELY MAINTAINED.
18. ALL MATERIALS AND EQUIPMENT TO BE NEW UNLESS OTHERWISE NOTED.
19. ALL MATERIALS AND EQUIPMENT TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS.
20. LOCATION/SPECIFICATION OF SAFETY GLAZING (TEMPERED OR LAMINATE GLASS) ARE SOLE RESPONSIBILITY OF CONTRACTOR.
GENERAL NOTES:
GUARDRAIL & HANDRAIL NOTES - CBC 2019
1. U.O.N. HANDRAILS SHALL BE 'TYPE I' PER CBC2019 §1014.3
2. 'TYPE I' HANDRAIL - W/ CIRCULAR CROSS-SECTION SHALL HAVE AN OUTSIDE Ø MIN. 1-1/4" & MAX 2"; W/O CIRCULAR CROSS-SECTION SHALL HAVE A PERIM. OF MIN. 4" & MAX. 6-1/4", & A MIN. CROSS-SECTIONAL DIM. OF 1". EDGES SHALL HAVE A MIN. RADIUS OF 0.01".
3. 'TYPE II' HANDRAIL - HANDRAILS W/ A PERIM. > 6 1/4" SHALL PROVIDE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN WITHIN MAX. 3/4" MEASURED VERTICAL FROM THE TALLEST POINT OF THE PROFILE AND ACHIEVE A MIN. 5/16" DEPTH W/IN 7/8" BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQD. DEPTH SHALL CONTINUE FOR MIN. 3/8" TO A LEVEL THAT IS MIN. 1-3/4" BELOW THE TALLEST PORTION OF THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE MIN. 1-1/4" & MAX. 2-3/4". EDGES SHALL HAVE A MIN. RADIUS OF 0.01".
4. U.O.N. GUARDRAILS SHALL HAVE NO OPENING THAT ALLOWS THE PASSAGE OF A 4" Ø SPHERE PER CBC2019 §1015.4.
EMERGENCY ESCAPE & RESCUE WINDOW NOTES - CBC 2022
1. §1031.1 GENERAL. IN ADDITION TO THE MEANS OF EGRESS, EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE PROVIDED IN GROUP R OCCUPANCIES. BASEMENTS AND SLEEPING ROOMS BELOW THE FOURTH STORY ABOVE GRADE PLANE SHALL HAVE AT LEAST ONE EXTERIOR EMERGENCY ESCAPE AND RESCUE OPENING. SUCH OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY.- EXCEPTION 1 - IN GROUP R-1 & R-2 OCCUPANCIES CONSTRUCTED OF TYPES I, IIA, IIIA, IV CONSTRUCTION EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM PER NFPA-13.- EXCEPTION 3 - BASEMENTS WITH A. CEILING HEIGHT OF LESS THAN 80" SHALL NOT BE REQUIRED TO HAVE EMERGENCY ESCAPE AND RESCUE OPENINGS.- EXCEPTION 4 - EMERGENCY ESCAPE AND RESCUE OPENINGS ARE NOT REQUIRED FROM BASEMENTS OR SLEEPING ROOMS THAT HAVE AN EXIT DOOR OR EXIT ACCESS DOOR THAT OPENS DIRECTLY INTO A PUBLIC WAY OR YARD, COURT, OR EXTERIOR EXIT BALCONY THAT OPENS TO A PUBLIC WAY.- EXCEPTION 5 - BASEMENTS W/O HABITABLE SPACES AND NOT HAVING MORE THAN 200 SQ. FT. IN FLOOR AREA SHALL NOT BE REQUIRED TO HAVE EMERGENCY ESCAPE AND RESCUE OPENINGS.EXCEPTION 6 - W/IN INDIVIDUAL DWELLING AND SLEEPING UNITS IN GROUPS R-2 AND R-3 OCCUPANCIES, WHERE THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM, SLEEPING ROOMS IN BASEMENTS SHALL NOT BE REQUIRED TO HAVE EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED THAT THE BASEMENT HAS EITHER ONE MEANS OF EGRESS + ONE EMERGENCY ESCAPE AND RESCUE OPENING, OR TWO MEANS OF EGRESS.
2. §1031.2.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES - EMERGENCY ESCAPE AND RESCUE OPENINGS AND ANY EXIT DOORS SHALL BE MAINTAINED FREE OF ANY OBSTRUCTIONS OTHER THAN THOSE ALLOWED BY THIS SECTION AND SHALL BE OPERATIONAL FROM INSIDE THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. WINDOW-OPENING CONTROL DEVICES COMPLYING WITH ASTM F2090 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING. THE RELEASE MECHANISM SHALL BE MAINTAINED OPERABLE AT ALL TIMES. SUCH BARS, GRILLS, GRATES, OR ANY SIMILAR DEVICES SHALL BE EQUIPPED WITH AN APPROVED EXTERIOR RELEASE DEVICE FOR USE BY THE FIRE DEPARTMENT ONLY WHEN REQUIRED BY THE AUTHORITY HAVING JURISDICTION. WHERE SECURITY BARS ARE INSTALLED ON EMERGENCY ESCAPE AND RESCUE WINDOWS OR DOORS, SUCH DEVICES SHALL COMPLY WITH CALIFORNIA BUILDING STANDARDS CODE, PART 12, CHAPTER 12-3 AND OTHER APPLICABLE PROVISIONS OF PART 2.
3. §1031.3.1 MINIMUM SIZE. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. EXCEPTION: THE MIN. NET CLEAR OPENING FOR GRADE-FLOOR EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE 5.0 SQ. FT.
4. §1031.3.2 MINIMUM DIMENSIONS. THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24 INCHES. THE MINIMUM NET CLEAR OPENING WIDTH DIMENSION SHALL BE 20 INCHES. THE NET CLEAR OPENING DIMENSIONS SHALL BE THE RESULT OF NORMAL OPERATION OF THE OPENING.
5. §1031.3.3 MAXIMUM HEIGHT FROM FLOOR. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES MEASURED FROM THE FLOOR.
6. §1031.5 WINDOW WELLS. AN EMERGENCY ESCAPE AND RESCUE OPENING W/ A FINISHED SILL HEIGHT BELOW THE ADJACENT GROUND LEVEL SHALL BE PROVIDED WITH A WINDOW WELL.
7. §1031.5.1 MINIMUM SIZE. THE MIN. HORIZONTAL AREA OF THE WINDOW WELL SHALL BE 9 SQ. FT. WITH A MIN. DIMENSION OF 36". THE AREA OF THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED.
8. §1031.5.2 LADDERS OR STEPS - WINDOW WELLS WITH A VERTICAL DEPTH OF MORE THAN 44" SHALL BE EQUIPPED WITH AN APPROVED PERMANENTLY AFFIXED LADDER OR STEPS. LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH OF MIN. 12", SHALL PROJECT MIN. 3" FROM THE WALL AND SHALL BE SPACE MAX. 18" O.C. VERTICALLY FOR THE FULL HEIGHT OF THE WINDOW WELL. THE LADDER OR STEPS SHALL NOT ENCROACH INTO THE REQUIRED DIMENSION OF THE WINDOW WELL BY MORE THAN 6"/ THE LADDER OR STEPS SHALL NOT BE OBSTRUCTED BY THE EMERGENCY ESCAPE AND RESCUE OPENING.
9. §1031.6 BARS, GRILLES, GRATES OR SIMILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED THE MINIMUM NET CLEAR OPENING SIZE COMPLIES WITH SECTION 1031.3 & 1031.5. SUCH DEVICES SHALL BE RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT, OR FORCE GREATER THAN THAT WHICH IS REQUIRED FOR NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. WHERE SUCH BARS, GRILLES, GRATES OR SIMILAR DEVICES ARE INSTALLED, SMOKE ALARMS SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS 907.2.11 REGARDLESS OF THE VALUATION OF THE ALTERATION.
WINDOW & DOOR CONSTRUCTION NOTES
1. THE LOCATION / SPECIFICATION OF SAFETY GLAZING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
2. THE CONTRACTOR SHALL VERIFY WINDOW & DOOR SIZES, HDR. HGT., SILL HGT., & MANUFACTURER W/ THE ARCHITECT PRIOR TO PURCHASE AND INSTALLATION.
3. ALL WINDOW & DOOR FRAME FINISHES TO BE SPECIFIED BY ARCHITECT.
4. ALL DIMENSIONS ARE APPROXIMATE FOR ESTIMATING PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ACTUAL DIMENSIONS W/ DETAILS AND AS-BUILT CONDITIONS, TYP.
5. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECT'S APPROVAL FOR ALL WINDOWS, PRIOR TO ORDERING.
6. VERIFY HARDWARE FOR ALL OPERABLE WINDOWS W/ ARCHITECT PRIOR TO FABRICATION. USE INTEGRAL MANUFACTURER HARDWARE WHERE POSSIBLE.
6. ALL SLAB-TYPE DOORS ARE TO BE SOLID-CORE WOOD, U.O.N.
7. ALL HINGED DOORS SHALL BE A MIN. 24" WIDE
8. WINDOW AND DOOR SIZES ARE NOMINAL DIMENSIONS. REFER TO MANUFACTURER’S SPECIFICATIONS FOR ACTUAL ROUGH OPENINGS.
9. WHERE LOCATIONS OF WINDOWS AND DOORS ARE NOT DIMENSIONED THEY SHALL BE CENTERED IN THE WALL OR PLACED TWO STUD WIDTHS FROM ADJACENT WALL AS INDICATED ON DRAWINGS, UNLESS OTHERWISE NOTED.
SAFETY GLAZING HAZARDOUS LOCATIONS NOTES - CBC 2022
PER CBC2022 §2406.4 THE FOLLOWING HAZARDOUS LOCATIONS REQUIRE SAFETY GLAZING:
1. §2406.4.1 GLAZING IN DOORS - EXCEPT DECORATIVE GLAZING OR SMALL OPENINGS THAT PREVENT THE PASSAGE OF A 3" Ø SPHERE
2. §2406.4.2 GLAZING ADJACENT TO DOORS - WHERE THE NEAREST VERTICAL EDGE OF THE GLAZING IS < 24" HORIZONTALLY FROM DOOR JAMBS & BOTTOM EDGE OF GLAZING IS < 60" ABOVE THE WALKING SURFACE. - EXCEPTIONS: - DECORATIVE GLAZING; WHERE A WALL IS LOCATED BETWEEN THE DOOR & GLAZING; THE DOOR ACCESSES A CLOSET OR STORAGE ROOM ≤ 3' IN DEPTH; - IN R-3 & W/IN INDIVIDUAL UNITS OF R-2 OCCUPANCIES WINDOWS IN WALLS PERPENDICULAR TO THE LATCH SIDE OF THE DOOR
3. §2406.4.3 GLAZING IN WINDOWS - GLAZING THAT MEETS ALL OF THE FOLLOWING CONDITIONS:- EXPOSED AREA OF AN INDIVIDUAL PANE > 9 SQ.FT.- BOTTOM EDGE OF GLAZING < 18" ABOVE FLOOR- TOP EDGE OF GLAZING > 36" ABOVE FLOOR- ONE OR MORE WALKING SURFACES ARE WITHIN 36" MEASURED HORIZONTALLY FROM THE GLAZING PLANE.- EXCEPTIONS: - DECORATIVE GLAZING OR GLAZING PROTECTED BY A GUARDRAIL PER THE SPECIFICS OF THIS CODE SECTION - SEE CODE SECTION FOR PARAMETERS
4. §2406.4.4 GLAZING IN GUARDS AND RAILINGS
5. §2406.4.5 GLAZING AT WET SURFACES - GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS & POOLS, WHERE THE BOTTOM EDGE OF THE GLAZING IS < 60" ABOVE THE WALKING SURFACE - EXCEPT GLAZING MEASURED > 60" HORIZONTALLY FROM THE EDGE OF THE WATER
6. §2406.4.6 GLAZING ADJACENT TO STAIRS & RAMPS - WHERE THE BOTTOM EDGE OF THE GLAZING IS < 60" ABOVE THE PLANE OF THE WALKING SURFACE OF STAIRWAYS, LANDINGS & RAMPS - EXCEPTIONS: - THE PRESENCE OF A GUARDRAIL SEPARATING WALKING SURFACE & GLAZING, WHERE THE GUARDRAIL IS > 18" HORIZONTALLY AWAY FROM THE PLANE OF THE GLAZING - GLAZING > 36" HORIZONTALLY AWAY FROM THE EDGE OF THE WALKING SURFACE
7. §2406.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING - WHERE THE GLAZING IS < 60" ABOVE THE LANDING & < 60" HORIZONTALLY FROM THE BOTTOM TREAD NOSING- EXCEPTIONS: - THE PRESENCE OF A GUARDRAIL SEPARATING WALKING SURFACE & GLAZING, WHERE THE GUARDRAIL IS > 18" HORIZONTALLY AWAY FROM THE PLANE OF THE GLAZING WILDLAND URBAN INTERFACE (WUI) NOTES - CBC 2022
NEW BUILDINGS DETERMINED TO BE LOCATED IN ANY FIRE HAZARD SEVERITY ZONE WITHIN STATE RESPONSIBILITY OR ANY WILDLAND-URBAN INTERFACE FIRE AREA SHALL COMPLY WITH §7A OF THE 2022 CALIFORNIA BUILDING CODE, INCLUDING THE FOLLOWING:
1. THE PROPERTY OWNER/APPLICANT SHALL SUBMIT A COPY OF THE SPECIAL INSPECTION REPORT THAT DEMONSTRATES THE BUILDING WAS CONSTRUCTED IN COMPLIANCE WITH ALL APPLICABLE STATE AND LOCAL BUILDING STANDARDS, INCLUDING THOSE FOR MATERIALS AND CONSTRUCTION METHODS FOR WILDFIRE EXPOSURE PRIOR TO COMPLETION OF CONSTRUCTION.
2. PRIOR TO FINAL INSPECTION AND COMPLETION OF THE BUILDING PERMIT PROCESS, THE PROPERTY SHALL BE IN COMPLIANCE WITH THE VEGETATION CLEARANCE REQUIREMENTS PRESCRIBED IN CALIFORNIA PUBLIC RESOURCES CODE 4291 CALIFORNIA GOVERNMENT CODE SECTION 51182.
3. THE SPACE BETWEEN THE ROOF COVERING AND THE ROOF DECKING SHALL BE CONSTRUCTED TO PREVENT THE INTRUSION OF FLAMES AND EMBERS, PER CBC 2022 §705A.2.
4. WHERE VALLEY FLASHING IS INSTALLED, THE FLASHING SHALL BE AT LEAST 0.019-INCH NO. 26 GAGE GALVANIZED SHEET CORROSION-RESISTANT METAL INSTALLED OVER AT LEAST ONE LAYER OF MINIMUM 72-POUND MINERAL-SURFACED NONPERFORATED CAP SHEET COMPLYING WITH ASTM D3909, AT LEAST 36-INCH-WIDE RUNNING THE FULL LENGTH OF THE VALLEY, PER CBC 2022 §705A.3.
5. GUTTER GUARDS SHALL BE INSTALLED TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS PER CBC 2022 §705A.4.
6. EXTERIOR VENTS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS PER CBC 2022 §706A.
7. VENTS SHALL NOT BE INSTALLED IN EAVES AND CORNICES UNLESS THEY RESIST THE INTRUSION OF FLAME AND BURNING EMBERS INTO THE ATTIC AREA OF THE STRUCTURE PER CBC 2022 §706A.1 8. THE EXPOSED UNDERSIDE OF THE EAVE SHALL BE COMPOSED OF FIRE-RETARDANT TREATED MATERIAL PER CBC 2022 §707A.4 AND §707A.5.
9. EXTERIOR WALLS SHALL BE COMPOSED OF FIRE-RETARDANT TREATED MATERIAL AND SHALL PROVIDE PROTECTION FROM THE INTRUSION OF FLAMES AND EMBERS PER CBC 2022 §707A.3.
10. EXTERIOR WALL COVERING SHALL EXTEND FROM THE TOP OF THE FOUNDATION TO THE ROOF, AND TERMINATE AT 2" NOMINAL SOLID WOOD BLOCKING BETWEEN RAFTERS AT ALL ROOF OVERHANGS (WHERE OCCURRING) PER CBC 2022 §707A.3.2.
11. ALL EXTERIOR GLAZING SHALL HAVE MINIMUM 20-MINUTE FIRE-RESISTANCE RATING, INSULATED GLASS WITH AT LEAST ONE PANE TEMPERED, MEET THE SFM 12-7A-2 STANDARD, OR BE CONSTRUCTED OF GLASS BLOCK UNITS, PER CBC 2022 §708A.2.1.
12. OPERABLE SKYLIGHTS SHALL BE PROTECTED BY A NONCOMBUSTIBLE MESH SCREEN WHERE THE DIMENSIONS OF THE OPENINGS IN THE SCREEN SHALL NOT EXCEED 1/8" PER CBC 2022 §708A.2.2.
13. ALL EXTERIOR DOORS SHALL BE OF NONCOMBUSTIBLE/INGNITION-RESISTANT MATERIAL, OR 1-3/8" SOLID CORE, OR HAVE A 20-MINUTE FIRE-RESISTANCE RATING OR CONFORM TO SFM 12-7A-1 PER CBC 2022 §708A.3. (SEE CODE SECTION FOR ADDITIONAL PARAMETERS)
14. DECKS, STAIR TREADS, RISERS, DECK LANDING, PORCHES AND BALCONIES WITHIN 10 FEET OF THE PRIMARY STRUCTURE (DWELLING) SHALL BE CONSTRUCTED OF NONCOMBUSTIBLE, FIRE-RETARDANT TREATED OR HEAVY-TIMBER CONSTRUCTION PER CBC 2022 §709A. (SEE CODE SECTION FOR ADDITIONAL PARAMETERS)
15. THE UNDERSIDE OF CANTILEVERED AND OVERHANGING DECKS, BALCONIES AND SIMILAR APPENDAGES SHALL CONSIST OF NONCOMBUSTIBLE/IGNITION-RESISTANT MATERIAL OR A LAYER OF TYPE X GYP. BEHIND AN EXTERIOR COVERING OR CONFORM TO SFM 12-7A-3, PER CBC 2022 §707A.7.
16. THE UNDERSIDE OF EXPOSED UNDERFLOOR SHALL CONSIST OF NONCOMBUSTIBLE/IGNITION-RESISTANT MATERIAL OR A LAYER OF TYPE X GYP. BEHIND AN EXTERIOR COVERING OR CONFORM TO SFM 12-7A-3 PER CBC 2022 §707A.8.
17. ALL NEW MATERIALS INSTALLED ON BUILDINGS ON ANY REMODEL WITHIN DESIGNATED WILDLAND URBAN INTERFACE AREAS SHALL BE COMPLIANT WITH CBC 2022 §7A.
18. EXTERIOR GARAGE DOORS SHALL HAVE NO GAP > 1/8" BETWEEN DOORS AND DOOR OPENINGS AT THE TOP, BOTTOM AND SIDES. SUCH GAPS SHALL BE CONTROLLED THROUGH OVERLAPPING TRIM OR METAL FLASHING AT DOOR JAMBS AND HEADER, AND WEATHER STRIPPER PER CBC2022 §708A.4.
RESERVED
1.1 10.31.23
CYPRESS CHAPEL
1651 Hillside Blvd. Colma, CA 94104
Darryl Bowden1798 Canyon RoadRedlands, California 92373 client:
date byissues / revisions
JOHN LUM ARCHITECTURE3246 SEVENTEENTH STREET SAN FRANCISCO, CA 94110TEL 415.558.9550 FAX 415.558.0554
PERSPECTIVES
A0.02
date: file name:4/17/23 CYPRESS CHAPEL_230414_DD_v2022.vwx 04/17/23 Planning Permit Submission aa
10.31.23 VIEW FROM NORTH EAST CORNER - PROPOSED
VIEW FROM NORTH EAST CORNER - EXISTING
BUILDING EXPANSION
CYPRESS CHAPEL
1651 Hillside Blvd. Colma, CA 94104
Darryl Bowden1798 Canyon RoadRedlands, California 92373 client:
date byissues / revisions
JOHN LUM ARCHITECTURE3246 SEVENTEENTH STREET SAN FRANCISCO, CA 94110TEL 415.558.9550 FAX 415.558.0554
PERSPECTIVES
A0.03
date: file name:4/17/23 CYPRESS CHAPEL_230414_DD_v2022.vwx 04/17/23 Planning Permit Submission aa
VIEW FROM NORTH WEST CORNER - EXISTING
VIEW FROM NORTH WEST CORNER - PROPOSED
BUILDING EXPANSION
10.31.23 CYPRESS CHAPEL
1651 Hillside Blvd. Colma, CA 94104
Darryl Bowden1798 Canyon RoadRedlands, California 92373 client:
date byissues / revisions
JOHN LUM ARCHITECTURE3246 SEVENTEENTH STREET SAN FRANCISCO, CA 94110TEL 415.558.9550 FAX 415.558.0554
PERSPECTIVES
A0.04
date: file name:4/17/23 CYPRESS CHAPEL_230414_DD_v2022.vwx 04/17/23 Planning Permit Submission aa
VIEW FROM SOUTH - EXISTING
VIEW FROM SOUTH - PROPOSED
BUILDING EXPANSION
10.31.23 E
(E) CLOSET
CLG. HEIGHT:11'-9''
(D) (D) (D)
(D)
(D)
(D)
(D)
(D)
(D)(D)(D)
(D)
(D)
(D) (D) (D)
(D)
(D)
(D)
(D)
(D)
(D)(D)(D)
(D)
(D)
(D)(D)
(D) (D) (D) (D) (D) (D) (D)
(D)
(D) (D) (D) (D) (D) (D) (D)
(D)
(E) DRIVEWAY
SITE PLAN - FOR REFERENCE ONLYScale: 1/16" = 1'-0"1A0.05 (E) CHIMNEY
CEMETERY ENTRANCE
(E) PARKING15 SPOTS
HILLSIDE BLVD
(E) CEMETERY (NIC)
(E) CEMETERY (NIC)
32'-0"20'-0"
CLR.42'-10" 102'-6"
(E) ROOF DRAIN (TYP.)
4:12
4:124:12
4:12
4:12 4:12
4:12
4:12
(E) SKYLIGHT
(E) COURTYARDON 1ST FLOOR598 SQ. FT.(PERMEABLE)
0 5 10 FT
(E) GATE (TYP.)
(E) PARKING ENCLOSURE FENCE (TYP.)
165'-1"
(E) COURTYARD WALL(E) SCREEN WALL
(E) LANDSCAPE AREAON 1ST FLOOR TO REMAIN (TYP.)
24'-0" 120'-0"
65'-4"
72'-0"SUBJECT PROPERTY1651 HILLSIDE BLVD.1-STORY BUILDING 20'-0"
CLR.
(E) ADA DROP OFF AREA & SIGN
(E) ROOFING SHINGLES
24'-1"
71'-4"65'-1"
REQUIRED TURNING RADIO FOR FIRE ACCESS (TYP.)
ADA ADA VANADAADAADA ADA
(E)
R 28'-0" TYP.
R 44'-8" TYP.
20'-0"
CLR.
18'-3" 9'-11"
(E) BUILDING WALL BELOW
PROPOSED BUILDING EXPANSION (BELOW EXISTING ROOF)
(E) ADA STAIRS, RAMP & SIGNAGE
(E) 15 PARKINGSPOTS TOTAL(6 ADA SPOTS)
(E) LANDSCAPE AREAON 1ST FLOOR TO REMAIN (TYP.)
(E) LOADING / UNLOADING AREA
(E) ACCESIBLE PATHOF TRAVEL TO ADAPARKING AND PUBLICRIGHT OF WAY(SIDEWALK)
CYPRESS CHAPEL
1651 Hillside Blvd. Colma, CA 94104
Darryl Bowden1798 Canyon RoadRedlands, California 92373 client:
date byissues / revisions
JOHN LUM ARCHITECTURE3246 SEVENTEENTH STREET SAN FRANCISCO, CA 94110TEL 415.558.9550 FAX 415.558.0554
SITE PHOTOS
A0.05
date: file name:4/17/23 CYPRESS CHAPEL_230414_DD_v2022.vwx 04/17/23 Planning Permit Submission aa
WEST FACADE - MAIN ENTRANCE4
5 EAST FACADE5
SOUTH EAST CORNER6 PARKING LOT ON EAST SIDE7
PARKING LOT ON EAST SIDE8
6 7
8 SITE FACING SOUTH2 WEST FACADE3
4 2
3 EXTERIOR WALL9
9 10.31.23
FIRST FLOOR PLAN - EGRESS AND OCCUPANT LOAD DIAGRAM Scale: 1/8" = 1'-0"1A0.06 EXIT
6'-11"
(E) CHAPEL 100 TOTAL: 304 OCCUPANTS
(E) LOBBY 101TOTAL: 3 OCCUPANTS
(N) FLOWER SHOPTOTAL: 10 OCCUPANTS
(E) IT & ELEC CL.105 (E) COOLER 113TOTAL: 1 OCCUPANT
(E) RISER ROOM110
(N) WORK AREATOTAL: 2 OCCUPANTS(N) RECEPTION 1TOTAL: 51 OCCUPANTS
EXITEXIT
0 5 10 FT
EXIT
EXIT
(N) COOLERTOTAL: 1 OCCUPANT(N) RECEPTION 2TOTAL: 21 OCCUPANTS TRAVEL DISTANCE: 58'-1"(MAX. ALLOWED 250'-0" FOROCCUPANCY A) OCC. LOAD = 150
138'-5" (DIAGONAL DISTANCE)
46'2'' = 1/3 DIAGONAL DISTANCE
(MIN. REQUIRED EXIT SEPARATION)
OCCUPANT LOAD FOR EGRESS AND PLUMBING
ROOM FUNTION USE OCCUPANCY TYPE SQUARE FOOTAGE
(E) CHAPPEL 100
(N) RECEPTION 1
(N) RECEPTION 2
(E) LOBBY 101
(E) IT & ELEC. CLOSET 105
(E) RISER ROOM 110
(E) COOLER 113
(N) COOLER
(N) WORK AREA
(N) FLOWER SHOP
ASSEMBLY
ASSEMBLY
ASSEMBLY
A-3
A-3
A-3
B (ACCESSORY TO A3)BUSINESS
S-2STORAGE
S-2STORAGE
S-2STORAGE
S-2STORAGE
BBUSINESS
MMERCANTILE
(E) HALLWAY 104 N/AHALLWAY
(E) TOILET 108 N/ARESTROOM
(E) TOILET 109 N/ARESTROOM
EGRESS SQUAREFACTOR PER CBC 2022422.1 TABLE 1004.5
PLUMBING SQUAREFACTOR PER CPC 2022422.1 TABLE 4-1 EGRESSOCCUPANT LOAD PLUMBINGOCCUPANT LOAD 2,134
763
309
400
73 51
115
47 275
579
670
214
165
7 15
15 150
300
300
150
60 11 304
(N) KITCHEN BKITCHEN 174
51 21
3 1
1 2
394*
30 30
150
N/A
N/A
150
HALLWAY 104
TOILET 108 TOILET 109
TRAVEL DISTANCE: 56'-8"
TRAVEL DISTANCE: 84'-2"
TRAVEL DISTANCE:73'-11"
TRAVEL DISTANCE:73'-6"
TOTAL
PLUMBING FIXTURE CALCULATIONS - PER CPC 2022 TABLE 422.1
FIRST FLOOR TOTAL OCCUPANCY MEN REQUIRED WATER CLOSETS
PLUMBING OCCUPANT LOAD
PROVIDED
244 122
REQUIRED URINALS REQUIRED LAVATORIES
101 - 200
2 101 - 200
4 1 - 200 1 - 200
22 WOMEN
122
REQUIRED DRINKINGFOUNTAINS
MALE QTY. FEMALE QTY
2 4
MALE QTY
50 100
1200
10 194
25 10
3 2
4 6
244
2 MALE QTY. FEMALE QTY
2 1 101 - 200 2 1 - 250
ALL QTY
1 2
(N) KITCHENTOTAL:1 OCCUPANT
85'-8" > 1/3 OVERALL
EXIT SEPARATION
EXIT ACCESS TRAVEL DISTANCEPER CBC 2022 TABLE 1017.2
OCCUPANCY W/O SPRINKLERSYSTEMA, M
B
200' - 0''
WITH SPRINKLERSYSTEM*250' - 0''
200' - 0'' 300' - 0''
OCC LOAD = 10OCC LOAD = 192
OCC LOAD = 192
EXIT PER CBC 2022 SEC. 1004 (TYP.)
506 BUILDING AREAPER TABLE 506.2 ALLOWABLE AREA FACTOR, MOST RESTRICTIVE OCCUPANCY UNDER S1: A-3ALLOWABLE AREA FACTOR TYPE VB (AT) = 24,000 SF TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)TYPE VB: 0 HR FIRE RATING REQ. FOR EXTERIOR 1001 MEANS OF EGRESS1008.3.2 EMERGENCY POWER FOR ILLUMINATION BUILDINGS EXIT PASSAGEWAYS, EM. ELECTRICAL SYSTEM AUTOMATICALLY ILLUMINATES 1010.1.1 SIZE OF DOOR: MIN. CLEAR WIDTH OF 32"
ADDITIONAL CODE REFERENCES
REQUIRED SEPARATION OF OCCUPANCIES (HOURS)PER CBC 2022 TABLE 508.4
OCCUPANCY W/OSPRINKLERA
B
0 WITHSPRINKLER2
- 0
M
W/OSPRINKLERWITHSPRINKLER2
0 W/OSPRINKLERWITHSPRINKLER
A B M
0 0
1 - 0
1 - - 0-- 0
(E) OUTDOORCORRIDOR(N) OUTDOORSTORAGE
(E) LOADING /UNLOADING AREA
(E) TRASH &RECYCLINGENCLOSUREAREA
*PROJECT TO BE FULLY SPRINKLERED
*DESIGN OCCUPANT LOAD TO DETERMINE LIFE SAFETY AND MEANS OF EGRESS. NOT INTENDED FOR CAPACITY AND USE. -
-
CYPRESS CHAPEL
1651 Hillside Blvd. Colma, CA 94104
Darryl Bowden1798 Canyon RoadRedlands, California 92373 client:
date byissues / revisions
JOHN LUM ARCHITECTURE3246 SEVENTEENTH STREET SAN FRANCISCO, CA 94110TEL 415.558.9550 FAX 415.558.0554 OCC. & EGRESS CALCS.
A0.06
date: file name:4/17/23 CYPRESS CHAPEL_230414_DD_v2022.vwx 04/17/23 Planning Permit Submission aa
10.31.23 CYPRESS CHAPEL
1651 Hillside Blvd. Colma, CA 94104
Darryl Bowden1798 Canyon RoadRedlands, California 92373 client:
date byissues / revisions
JOHN LUM ARCHITECTURE3246 SEVENTEENTH STREET SAN FRANCISCO, CA 94110TEL 415.558.9550 FAX 415.558.0554 SURVEY
SU1.0
date: file name:4/17/23 CYPRESS CHAPEL_230414_DD_v2022.vwx 04/17/23 Planning Permit Submission aa
11" = 00' NO.NO.REVISIONBYREVISIONBY
JUNE, 2016
OF 2 SHEETSSHEETORDER DATESCALEDRAFTERJOB NO.A13604-6ALTA/NSPS LAND TITLE SURVEYSTONEMOR1697 HILLSIDE BOULEVARDFOROFCOLMA,H.L. CALIFORNIA SURVEYORR.J.H. 1SURVEY UPDATED PER OWNER COMMENTS 12-27-2016RJHkwKIER & WRIGHTCIVIL ENGINEERS & SURVEYORS, INC.2850 Collier Canyon Road Phone (925) 245-8788Livermore, California 94551 Fax (925) 245-8796www.kierwright.com 2016 ALTA/NSPS TABLE A OPTIONAL SURVEY ITEMS
SURVEYOR'S CERTIFICATE
LEGAL DESCRIPTION
VICINITY MAP
TITLE EXCEPTION NOTESGENERAL NOTES
’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” ’ ” “ ” ’ ’ —’ ’
SITEN
12/27/16
BOUNDARY DETAIL
NORTH
CYPRESS CHAPEL
1651 Hillside Blvd. Colma, CA 94104
Darryl Bowden1798 Canyon RoadRedlands, California 92373 client:
date byissues / revisions
JOHN LUM ARCHITECTURE3246 SEVENTEENTH STREET SAN FRANCISCO, CA 94110TEL 415.558.9550 FAX 415.558.0554 SURVEY
SU1.1
date: file name:4/17/23 CYPRESS CHAPEL_230414_DD_v2022.vwx 04/17/23 Planning Permit Submission aa
HILLSIDE BLVDTRACT THREE OF LEGAL DESCRIPTIONAREA = 1.4273± ACRES 2AS NOTED NO.NO.REVISIONBYREVISIONBY
JUNE, 2016
OF 2 SHEETSSHEETORDER DATESCALEDRAFTERJOB NO.A13604-6ALTA/NSPS LAND TITLE SURVEYSTONEMOR1697 HILLSIDE BOULEVARDFOROFCOLMA,H.L. CALIFORNIA SURVEYORR.J.H. 1SURVEY UPDATED PER OWNER COMMENTS 12-27-2016RJHkwKIER & WRIGHTCIVIL ENGINEERS & SURVEYORS, INC.2850 Collier Canyon Road Phone (925) 245-8788Livermore, California 94551 Fax (925) 245-8796www.kierwright.com
NORTHLEGEND
NORTH
KEYMAPHILLSIDE BLVD
TRACT TWO OF LEGAL DESCRIPTION
1700' ± TO HOFFMAN STREET
AREA = 8.7380± ACRESVACANT LAND, NO BUILDINGS
TRACT TWO
TRACT THREE
(E) DRIVEWAY
SITE PLAN VIEW & LOT COVERAGE - PROPOSED
Scale: 1/16" = 1'-0"
1 A1.00
CEMETERY ENTRANCE
(E) PARKING
15 SPOTS
HILLSIDE BLVD
(E) CEMETERY (NIC)
(E) CEMETERY (NIC)
32'-0"20'-0"
CLR.
42'-10" 102'-6"
(E) COURTYARD
598 SQ. FT.
(PERMEABLE)
0 5 10 FT
(E) GATE (TYP.)
(E) PARKING
ENCLOSURE FENCE
(TYP.)
165'-1"
(E) COURTYARD WALL
(E) SCREEN WALL
(E) LANDSCAPE
TO REMAIN
65'-4"
72'-0"
20'-0"
CLR.
(E) ADA DROP OFF
AREA & SIGN
24'-1"
71'-4"65'-1"
REQUIRED TURNING
RADIO FOR FIRE
ACCESS (TYP.)
ADA ADA VANADAADAADA ADA
R 28'-0" TYP.
R 44'-8" TYP.
20'-0"
CLR.
9'-11"
(E) ADA STAIRS,
RAMP & SIGNAGE
(E) 15 PARKING
SPOTS TOTAL
(6 ADA SPOTS)
(E) LANDSCAPE
TO REMAIN (TYP)
SUBJECT PROPERTY
1651 HILLSIDE BLVD.
1-STORY BUILDING
(E) LOADING /
UNLOADING AREA
(N) TENANT SUITE
FLOWER SHOP
1,036 SQ. FT.
BUILDING EXPANSION
247 SQ. FT.
PROPOSED BUILDING
EXPANSION: 247 SQ. FT.
(E) LANDSCAPE
TO REMAIN (TYP)
(E) LANDSCAPE
TO REMAIN (TYP)
(E) LANDSCAPE
TO REMAIN (TYP)
S55°35'19''E 267.09'
N24°28'09''E 36.41'
N13°23'52''E
90.62'
N29°30'52''E 133.22'
N8°45'08''W
15.38'
N56°04'08''W 208.52'
N33°57'12''E 262.67'
(E)(E)
(E)
(E) (N)
(N)
(N)
(E) ACCESSIBLE RAMP
(E) LANDSCAPE
TO REMAIN
(E) LANDSCAPE
TO REMAIN
SCOPE OF WORK
62'-5 3/4" 59'-5" 45'-10"
AREA NOT INCLUDED IN SCOPE
OF WORK
ACCESSIBILITY UPGRADES
COMPLETED UNDER APPROVED
SEPARATE PERMIT
(E) ACCESIBLE
PATH TO PUBLIC
RIGHT OF WAY
CYPRESS CHAPEL
1651 Hillside Blvd.
Colma, CA 94104
Darryl Bowden
1798 Canyon Road
Redlands, California 92373
client:
date byissues / revisions
J O H N L U M A R C HIT E C T U R E
3246 S E V E N T E E N T H S T R E E T S A N F R A N CIS C O, C A 94110 T EL 415.558.9550 FA X 415.558.0554
SITE PLAN & LOT COVERAGE
A1.00
date: file name:4/13/23 CYPRESS CHAPEL_230203_DD_v2022.vwx 04/17/23 Planning Permit Submission aa
KEY NOTES
SYMBOLS / LEGEND
NEW WALL - NON-RATED:
NEW WALL - 1-HOUR FIRE-RATED WALL:
NEW WALL - LOW:
EXISTING WALL:
EXISTING WALL - 1-HOUR FIRE-RATED WALL:
EXISTING LANDSCAPE TO REMAIN:
28,134 SQ. FT.
EXISTING HARDSCAPE TO REMAIN:
25,053 SQ. FT.
AREA NOT INCLUDED IN SCOPE OF WORK:
EXIT / DISCHARGE
GROSS FLOOR AREA:
LOT COVERAGE CALCULATIONS:
LOT SIZE: 1.43 ACRES (APPROX. 62,171 SQ. FT.)
PROJECT AREA:
PERMEABLE AREA: EXISTING LANDSCAPE: 27,536 SQ. FT.
EXISTING COURTYARD: 598 SQ. FT.
EXISTING TOTAL: 28,134 SQ. FT.
PROPOSED: NO CHANGE
NON-PERMEABLE: EXISTING: 25,053 SQ. FT.
PROPOSED: NO CHANGE
TOTAL: 53,187 SQ.FT.
EXISTING
EXISTING 1ST FLOOR: 6,771 SQ. FT. CONDITIONED
0 SQ. FT. UNCONDITIONED
PROPOSED
EXISTING 1ST FLOOR: 6,771 SQ. FT. CONDITIONED
0 SQ. FT. UNCONDITIONED
PROPOSED EXPANSION 247 SQ. FT. CONDITIONED
TOTAL: 7,018 SQ.FT. CONDITIONED
PARKING CALCULATIONS:
SPOTS REQUIRED
PER CBC 2022 11B-208:
EXISTING PROPOSED
TOTAL PARKING SPOTS 15 NO CHANGE
(POTENTIALLY UP TO 200 CARS CAN
PARK WITHIN EXISTING CEMETERY
AREA ROADWAYS, WHICH THE CITY
HAS AGREED TO AS OVERFLOW
PARKING AS PER CONDITIONAL USE
PERMIT CONDITIONS 2013-31)
MIN. NUMBER OF REQ.
ACCESSIBLE PARKING PER
TABLE 11B-208.2
EXISTING PROPOSED
151 - 200 : 6 TOTAL 6 NO CHANGE
(INCLUDING 1 VAN SPOT)
10. 31.23
G
1 A2.01
1 A2.01
42"X30"
MODEL
7002
PL.
ASR
E
H.P. H.P. H.P.
GEN.
IRR.
CNTL.
IDF
(E) VIEW 1
102
(E) VIEW 2
103
(E) VIEW 3
104
(E) OFFICE
114
(E) DRESSING
112
(E) PREP ROOM
111
(E) CLOSET
FIRST FLOOR
EL: 230.97' (FIN.)
MAX. SLOPE 1:20
1:12
DN
2R@ 5.75''
1T@ 1'-1''
CLG. HEIGHT: 9'-11''
CLG. HEIGHT: 10'-0''CLG. HEIGHT: 10'-0''
CLG. HEIGHT: 13'-3''
(E) TRASH & RECYCLING
ENCLOSURE AREA
CLG. HEIGHT:
11'-9''
CLG. HEIGHT:
11'-9''
CLG. HEIGHT: 9'-11''
CLG. HEIGHT: 9'-11''
(D) (D) (D)
(D)
(D)
(D)
(D)
(E)
(D)
(E)(E)
(E)
(D)(D)(D)
(D)
(D)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(D)
(E) CONSULT ROOM
107
(E) CONSULT ROOM
106
(E) CLOSET
(E)
(D) (D) (D) (D) (D) (D) (D)
(D)
1 A3.01
3 A3.02
1 A3.02
4 A3.01
2 A3.01
(E)
(E)
(E) CHAPEL
100
(E) IT & ELEC. CLOSET
105
(E) LOBBY
101
(E) HALLWAY
104
(E) TOILET
108
(E) OUTDOOR CORRIDOR
(E) COURTYARD
(E) OUTDOOR CORRIDOR
(E) ELEC.
(E) LANDSCAPE TO REMAIN (TYP.)
(E) CLOSET
(E) COOLER
113
(E) RISER RM.
110
(E)
CLG. HEIGHT:
10'-0''
(E) TOILET
109
CLG. HEIGHT:
10'-0''
CLG. HEIGHT:
10'-0''
CLG. HEIGHT:
10'-0''
CLG. HEIGHT:
10'-0''
CLG. HEIGHT:
10'-0''
CLG. HEIGHT:
10'-0''
CLG. HEIGHT:
10'-0''
CLG. HEIGHT:
10'-0''
(E) LANDSCAPE TO REMAIN (TYP.)
(E) LANDSCAPE TO REMAIN (TYP.) (E) LANDSCAPE TO REMAIN (TYP.) (E) ACCESSIBLE RAMP
598 SQ. FT. (PERMEABLE)
(E) LOADING /
UNLOADING AREA
(E)
(E)
(E)
(E)
(E) DROP-OFF AREA
7'-11 1/4"
B
8'-0"
C
8'-0"
D
8'-0"
E
8'-0"
F
7'-11 3/4"
G
8'-0 1/2"
H
8'-0 1/2"
I A
7'-11 3/4"
02 8'-0"
03 8'-0"
04 8'-0 3/4"
05 8'-0"
06 8'-0 1/2"
07 8'-0"
08 8'-0 1/2"
09 7'-11 1/2"
10 7'-11 1/2"
11 8'-0"
12 7'-11 1/2"
13 8'-0 1/2"
14 8'-0"
15 7'-11 1/2"
16 8'-0 1/2"
17 8'-0 1/2"
1801
(E) DRIVEWAY
(E) PARKING
15 SPOTS
137'-6 1/2"
65'-7"
48'-9 1/2"
120'-8 1/2"
(E) SKYLIGHT
VAN ADAADAADA ADAADAADA
FIRST FLOOR PLAN - EXISTING / DEMO
Scale: 1/8" = 1'-0"
1 A1.01
0 5 10 FT
1. 2.
3. 4.
5. 8.
6. 6.
7. 9.
10. AREA NOT INCLUDED
IN SCOPE OF WORK
ACCESSIBILITY UPGRADES
COMPLETED
UNDER APPROVED 2018 PERMIT
6. 11.
13.12. 9.
9. 9.
7. 14.
15. TYP.
CYPRESS CHAPEL
1651 Hillside Blvd.
Colma, CA 94104
Darryl Bowden
1798 Canyon Road
Redlands, California 92373
client:
date byissues / revisions
J O H N L U M A R C HIT E C T U R E
3246 S E V E N T E E N T H S T R E E T S A N F R A N CIS C O, C A 94110 T EL 415.558.9550 FA X 415.558.0554
1ST FLOOR PLAN (E)
A1.01
date: file name:4/17/23 CYPRESS CHAPEL_230414_DD_v2022.vwx 04/17/23 Planning Permit Submission aa
KEY NOTES
1. SCOPE OF WORK
2. PROJECTION OF (E) ROOF ABOVE
3. (E) GATE
4. (E) WOOD PARKING ENCLOSURE
5. REMOVE (E) WALLS, STRUCTURE, DOORS, WINDOWS, EQUIPMENT,
FIXTURES & FINISHES IN AREA SHOWN
6. (E) FLOORING TO BE REMOVED
7. (E) FLOORING TO REMAIN
8. (E) FULL HEIGHT PRIVACY SCREEN TO BE RELOCATED
9. (E) LANDSCAPE TO REMAIN (TYP.)
10. (E) GATE TO BE RELOCATED
11. (E) PRIVACY SCREEN TO BE MODIFIED
12. REMOVE (E) CONCRETE BELOW AS NEEDED
13. (E) WATER DRINKING FOUNTAIN TO REMAIN
(E) ACCESIBLE PATH OF TRAVEL TO ADA PARKING AND PUBLIC
RIGHT OF WAY (SIDEWALK)
14. (E) ADA PARKING SIGNAGE (TYP.)15.
SYMBOLS / LEGEND
EXISTING WALL:
EXISTING WALL - 1-HOUR FIRE-RATED WALL:
DEMO WALL:
AREA TO BE DEMOLISH:
EXISTING LANDSCAPE TO REMAIN:
28,134 SQ. FT.
EXISTING HARDSCAPE TO REMAIN:
25,053 SQ. FT.
AREA NOT INCLUDED IN SCOPE OF WORK:
EXIT / DISCHARGE:
BUILDING INFORMATION:
MIXED USE OCCUPANCY: A3, B & M
10. 31.23
G
42"X30"
MODEL
7002
PL.
ASR
E
H.P. H.P. H.P.
GEN.
IRR.
CNTL.
IDF
(E) CONSULT ROOM
107
(E) CONSULT ROOM
106
(E) VIEW 1
102
(E) VIEW 2
103
(E) VIEW 3
104
(E) OFFICE
114
(E) DRESSING ROOM
112
(E) PREP ROOM
111
(E) CLOSET
(E) CLOSET
FIRST FLOOR
EL: 230.97' (FIN.)
MAX. SLOPE 1:20
1:12
DN
2R@ 5.75''
1T@ 1'-1''
FIRST FLOOR
EL: 230.97' (FIN.)
(D) (D) (D)
(D)
(D)
(D)
(D)
(D)
(D)(D)(D)
(D)
(D)
(D)
(D) (D) (D) (D) (D) (D) (D)
(D)
CLG. HEIGHT:
11'-9''
CLG. HEIGHT
10' - 0''
(E) IT & ELEC. CLOSET
105
(E) LOBBY
101
(E) HALLWAY
104
(E) COOLER
113
(E) TOILET ROOM
109
(E) TOILET ROOM
108
(E) OUTDOOR CORRIDOR
(E) ELEC.
(E) CLOSET
(E) LANDSCAPE TO REMAIN (TYP.)
(E) OUTDOOR CORRIDOR
(E) RISER ROOM
110
CLG. HEIGHT:
9'-11''
CLG. HEIGHT:
10'-0''
CLG. HEIGHT:
9'-11''
(E)
(E)(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
CLG. HEIGHT:
9'-11''
(E) TRASH & RECYCLING
ENCLOSURE AREA
CLG. HEIGHT
10' - 0''
CLG. HEIGHT
10' - 0''
CLG. HEIGHT
10' - 0''
CLG. HEIGHT:
11'-9''
CLG. HEIGHT:
10'-0''
CLG. HEIGHT:
10'-0''
CLG. HEIGHT:
10'-0''
CLG. HEIGHT:
10'-0''
CLG. HEIGHT:
10'-0''
CLG. HEIGHT:
10'-0''
(E) LANDSCAPE TO REMAIN (TYP.)
(E) ACCESSIBLE RAMP
(E) LOADING /
UNLOADING AREA
(E)
(E)
ENLARGED PARTIAL FIRST FLOOR PLAN - EXISTING / DEMO
Scale: 1/4" = 1'-0"
1 A1.02
65'-7"
48'-9"
(E) SKYLIGHT
5'-5"
3'-7"
6'-1"
1. 2.
5. 8.
6. 6.
7. 0 5 10 FT
9. 10.
6. AREA NOT INCLUDED
IN SCOPE OF WORK
ACCESSIBILITY UPGRADES COMPLETED
UNDER APPROVED 2018 PERMIT
11. 12. 13.
3 A3.02
1 A3.02
2 A3.01
9. 7.
6. 14.
CYPRESS CHAPEL
1651 Hillside Blvd.
Colma, CA 94104
Darryl Bowden
1798 Canyon Road
Redlands, California 92373
client:
date byissues / revisions
J O H N L U M A R C HIT E C T U R E
3246 S E V E N T E E N T H S T R E E T S A N F R A N CIS C O, C A 94110 T EL 415.558.9550 FA X 415.558.0554
ENLARGED 1ST FLOOR (E)
A1.02
date: file name:4/17/23 CYPRESS CHAPEL_230414_DD_v2022.vwx 04/17/23 Planning Permit Submission aa
SYMBOLS / LEGEND
KEY NOTES
1. SCOPE OF WORK
2. PROJECTION OF (E) ROOF ABOVE
3. (E) GATE
4. (E) WOOD PARKING ENCLOSURE
5. REMOVE (E) WALLS, STRUCTURE, DOORS, WINDOWS, EQUIPMENT,
FIXTURES & FINISHES IN AREA SHOWN
6. (E) FLOORING TO BE REMOVED
7. (E) FLOORING TO REMAIN
8. (E) FULL HEIGHT PRIVACY SCREEN TO BE RELOCATED
9. (E) LANDSCAPE TO REMAIN (TYP.)
10. (E) GATE TO BE RELOCATED
11. (E) PRIVACY SCREEN TO BE MODIFIED
12. REMOVE (E) CONCRETE BELOW AS NEEDED
13. (E) WATER DRINKING FOUNTAIN TO REMAIN
(E) ACCESIBLE PATH OF TRAVEL TO ADA PARKING AND PUBLIC
RIGHT OF WAY (SIDEWALK)
14. (E) ADA PARKING SIGNAGE (TYP.)15.
SYMBOLS / LEGEND
EXISTING WALL:
EXISTING WALL - 1-HOUR FIRE-RATED WALL:
DEMO WALL:
AREA TO BE DEMOLISH:
EXISTING LANDSCAPE TO REMAIN:
28,134 SQ. FT.
EXISTING HARDSCAPE TO REMAIN:
25,053 SQ. FT.
AREA NOT INCLUDED IN SCOPE OF WORK:
EXIT / DISCHARGE:
BUILDING INFORMATION:
MIXED USE OCCUPANCY: A3, B & M
10. 31.23
G
42"X30"
MODEL
7002
ASR
H.P. H.P. H.P.
GEN.
IRR.
CNTL.
IDF
FIRST FLOOR
EL: 230.97' (FIN.)
MAX. SLOPE 1:20
1:12
DN
2R@ 5.75''
1T@ 1'-1''
CLG. HEIGHT: 9'-11''
CLG. HEIGHT: 10'-0''CLG. HEIGHT: 10'-0''
CLG. HEIGHT: 13'-3''
(E) TRASH & RECYCLING
ENCLOSURE AREA
CLG. HEIGHT: 9'-11''
CLG. HEIGHT: 9'-11''
(E)
(E)(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(N) MAIN
ENTRANCE
OUTDOOR
STORAGE
R
6"
A
(N)
(N)
4 A3.02
3 A3.01
5 A3.01
(E)
2 A3.02
(N) P.O.S.
(N)
(N)
(E)
(E)
(N)
(N) (N) (N) (N) (N)
(N)
(N)
(N)(N)(N)(N)
(N)
(N) (N) (N) (N)(N) (N) (N) (N) (N)(N)
WORK SURFACE
(N)
(N) KITCHEN
(N) COOLER
(N) FLOWER SHOP
(N) RECEPTION 1
(N) WORK AREA
(E) CHAPEL
100
(E) IT & ELEC. CLOSET
105
(E) LOBBY
101
(E) HALLWAY
104
(E) TOILET
108
(E) OUTDOOR CORRIDOR
(E) COURTYARD
(E) OUTDOOR CORRIDOR
(E) ELEC.
(E) LANDSCAPE TO REMAIN (TYP.)
(E) CLOSET
(E) COOLER
113
(E) RISER RM.
110
(N) RECEPTION 2
(N)
(E)
(N)
CLG. HEIGHT: 10'-0''
CLG. HEIGHT:
10'-0'' CLG. HEIGHT:
10'-0''
CLG. HEIGHT:
10'-0''
CLG. HEIGHT:
9'-6''CLG. HEIGHT:
11'-9''
CLG. HEIGHT:
10'-0''
(E) TOILET
109
CLG. HEIGHT:
10'-0''
CLG. HEIGHT:
10'-0''
(E) LANDSCAPE TO REMAIN (TYP.)
(E) LANDSCAPE TO REMAIN (TYP.) (E) LANDSCAPE TO REMAIN (TYP.) (E) ACCESSIBLE RAMP
598 SQ. FT. (PERMEABLE)
(E) LOADING /
UNLOADING AREA
(N) TENANT SUITE
FLOWER SHOP
1,036 SQ. FT.
(E)
(E)
(E)
(E)
(N)
(N)
(N)
(E) DROP-OFF AREA
7'-11 1/4"
B
8'-0"
C
8'-0"
D
8'-0"
E
8'-0"
F
7'-11 3/4"
G
8'-0 1/2"
H
8'-0 1/2"
I A
7'-11 3/4"
02 8'-0"
03 8'-0"
04 8'-0 3/4"
05 8'-0"
06 8'-0 1/2"
07 8'-0"
08 8'-0 1/2"
09 7'-11 1/2"
10 7'-11 1/2"
11 8'-0"
12 7'-11 1/2"
13 8'-0 1/2"
14 8'-0"
15 7'-11 1/2"
16 8'-0 1/2"
17 8'-0 1/2"
1801
(E) DRIVEWAY
(E) PARKING
15 SPOTS
137'-6 1/2"
65'-7"
48'-9 1/2"
120'-8 1/2"
(E) SKYLIGHT
VAN ADAADAADA ADAADAADA
FIRST FLOOR PLAN - PROPOSED
Scale: 1/8" = 1'-0"
1 A1.03
0 5 10 FT
1. 2.
4. 3.
14. 7.
6. 5.
9. 10.
8. 11.
AREA NOT INCLUDED
IN SCOPE OF WORK
ACCESSIBILITY UPGRADES
COMPLETED
UNDER APPROVED 2018 PERMIT
13.15. 16.
TYP.
17. 18.
19. 22.
22. 22.
23. 24.
9. 9. 9.
20. 21.
20. 21.
12. 25.
CYPRESS CHAPEL
1651 Hillside Blvd.
Colma, CA 94104
Darryl Bowden
1798 Canyon Road
Redlands, California 92373
client:
date byissues / revisions
J O H N L U M A R C HIT E C T U R E
3246 S E V E N T E E N T H S T R E E T S A N F R A N CIS C O, C A 94110 T EL 415.558.9550 FA X 415.558.0554
1ST FLOOR PLAN (P)
A1.03
date: file name:4/17/23 CYPRESS CHAPEL_230414_DD_v2022.vwx 04/17/23 Planning Permit Submission aa
(N) PARTIAL HEIGHT PRIVACY SCREEN W/ TOP RAIL & (N) STRUCTURAL SUPPORT (S.S.D.). FINISH TO MATCH EXISTING. REFER TO DETAIL 12/A5.01
KEY NOTES
1. SCOPE OF WORK
2. PROJECTION OF (E) ROOF ABOVE
3. (E) GATE
4. (E) WOOD PARKING ENCLOSURE
5. (N) UTILITY SINK
6. (N) FLOOR DRAIN, PROVIDE MIN. 1/4” SLOPE TO FD., TYP. (U.O.N)
7. (E) FLOORING TO REMAIN
8. (E) RELOCATED FULL HEIGHT PRIVACY SCREEN
9. (E) LANDSCAPE TO REMAIN (TYP.)
10. (E) RELOCATED GATE10. (E) RELOCATED GATE
11. (N) DECORATIVE SIGNAGE BY OWNER. UNDER SEPARATE PERMIT
12. FURR OUT WALLS TO MATCH (E) EXTERIOR COLUMNS (TYP.)
MODIFY (E) PRIVACY SCREEN, PARTIAL HEIGHT W/ TOP RAIL & (N) STRUCTURAL SUPPORT (S.S.D.). REFER TO DETAIL 12/A5.01
13. 14.
(E) STONE CAPPED/VENEER COURTYARD WALL
(E) ADA PARKING SIGNAGE (TYP.)
(E) ADA DROP OFF AREA, PROVIDE NO PARKING SIGNAGE
(E) STAIR WITH CLOSED RISER - STAIR WIDTH MIN. 3'-0" PER CBC2022 SEC.1011.1 - MAX. RISER 7", MIN. TREAD 10", MIN. 3/4" NOSINGS ON TREADS <11" PER CBC2019 SEC. 11B-504 HANDRAIL TO HEIGHT MIN. 2'-10", MAX. 3'-2" ABOVE STAIR NOSINGS PER CBC2022 SEC.1014.2 - GUARDRAIL TO MIN. 34” MAX 38” HEIGHT ABOVE STAIR NOSINGS PER CBC2019 SEC.1015.3 EX.2. THE HANDRAILS SHALL EXTEND HORIZONTALLY NOT LESS THAN 12 INCHES BEYOND THE
TOP RISER AND CONTINUE TO SLOPE FOR THE DEPTH OF ONE
TREAD BEYOND THE BOTTOM RISER PER CBC2022 SEC.1014.6
(E) CONTRASTING STRIPE ON STAIR TREAD AND UPPER APPROACH AS PER CBC2022 SEC. 11B-504.4.1 STAIR TREADS TO BE SLIP RESISTANT.
PROVIDE ISA SIGNAGE ADJACENT TO ENTRY DOOR, REFER TO
SHEET A0.02
PROVIDE EXIT TACTILE SIGN AT EXITS OR LOCATED ON WALL
ADJACENT TO LATCH SIDE OF SINGLE DOOR AND RIGHT SIDE OF DOUBLE DOOR, PER CBC SECTION 11B-70 AND CBC SECTION 1013.4 PROVIDE SIGN ON DOOR “THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED” PER 2022 CBC 1010.1.9.3 ITEM 2.2 (E) 1 HR. FIRE RATED CEILING IN (E) CHAPEL, (N) FLOWER SHOP
AND (N) WORK AREA
15. 16.
17. 18.
19. 20.
21. 22.
(E) BUILDING FOOTPRINT23.
(E) ACCESIBLE WATER DRINKING FOUNTAIN TO REMAIN24.
(E) ACCESIBLE PATH OF TRAVEL TO ADA PARKING AND PUBLIC
RIGHT OF WAY (SIDEWALK)
25. A
FIGURE B
FRONT APPROACH
PULL SIDE
FIGURE A
5'-0'' DIAMETER
B
5'-0"
MIN.
1'-6"
MIN.
C
5'-0"
MIN.
1'-0"
MIN.
D
4'-0"
MIN.
1'-10"
MIN.
FIGURE D
HINGE APPROACH
PUSH SIDE
FIGURE C
FRONT APPROACH
PUSH SIDE
ADA DIAGRAMS FOR DOOR CLEARANCES
Ø 5'-0"
32'' CLEAR
MIN.
32'' CLEAR
MIN.
32'' CLEAR
MIN.
SYMBOLS / LEGEND
NEW WALL - NON-RATED:
NEW WALL - 1-HOUR FIRE-RATED WALL:
NEW WALL - LOW:
EXISTING WALL:
EXISTING WALL - 1-HOUR FIRE-RATED WALL:
EXISTING LANDSCAPE TO REMAIN:
28,134 SQ. FT.
EXISTING HARDSCAPE TO REMAIN:
25,053 SQ. FT.
AREA NOT INCLUDED IN SCOPE OF WORK:
EXIT / DISCHARGE
BUILDING INFORMATION:
MIXED USE OCCUPANCY: A3, B & M
10. 31.23
G
42"X30"
MODEL
7002
ASR
H.P. H.P. H.P.
GEN.
IRR.
CNTL.
IDF
FIRST FLOOR
EL: 230.97' (FIN.)
MAX. SLOPE 1:20
1:12
DN
2R@ 5.75''
1T@ 1'-1''
FIRST FLOOR
EL: 230.97' (FIN.)
R
6"
A
B C
BC
A
MAIN
ENTRANCE
(N)
(N) O.F.S.
(N)
(N) (N) (N) (N)
(N) (N)
(N)
(N)
(N)(N)(N)(N)
(N)
(N)
CLG. HEIGHT
10' - 0''
(N) (N) (N) (N) (N) (N) (N) (N)(N)(N)
(N)
B
A
WORK SURFACE
B C
D B
C
CLG. HEIGHT
10' - 0''
(N) KITCHEN
(N) COOLER
(N) WORK AREA
(N) FLOWER SHOP
(N) RECEPTION 1
(N) RECEPTION 2
CLG. HEIGHT
10' - 0''
CLG. HEIGHT
10' - 0''
CLG. HEIGHT
10' - 0''
(E) IT & ELEC. CLOSET
105
(E) LOBBY
101
(E) HALLWAY
104
(E) COOLER
113
(E) TOILET ROOM
109
(E) TOILET ROOM
108
(E) OUTDOOR CORRIDOR
(E) ELEC.
(E) CLOSET
(E) LANDSCAPE TO REMAIN (TYP.)
(E) OUTDOOR CORRIDOR
(E) RISER ROOM
110
CLG. HEIGHT:
9'-11''
CLG. HEIGHT:
10'-0''
CLG. HEIGHT:
9'-11''
(E)
(E)(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
CLG. HEIGHT:
9'-11''
CLG. HEIGHT:
11'-9''
(E) TRASH & RECYCLING
ENCLOSURE AREA
CLG. HEIGHT
10' - 0''
CLG. HEIGHT
10' - 0''
CLG. HEIGHT
10' - 0''
CLG. HEIGHT
9' - 6''
(E) LANDSCAPE TO REMAIN (TYP.)
(E) ACCESSIBLE RAMP
(E) LOADING /
UNLOADING AREA
(N) TENANT SUITE
FLOWER SHOP
1,036 SQ. FT.
(E)
(E)
(N)
(N)
(N)
ENLARGED PARTIAL FIRST FLOOR PLAN - PROPOSED
Scale: 1/4" = 1'-0"
1 A1.04
0 5 10 FT
(E) SKYLIGHT
3'-7"
1. 2.
7. 5.
6. 11.
AREA NOT INCLUDED
IN SCOPE OF WORK
ACCESSIBILITY UPGRADES COMPLETED
UNDER APPROVED 2018 PERMIT
12. ALIGN
13. 14.
10. 18.
19. 20.
20. 21.
21. 22.
22. 23.
24. 3
A3.02
2 A3.02
1 A3.01
25. CYPRESS CHAPEL
1651 Hillside Blvd.
Colma, CA 94104
Darryl Bowden
1798 Canyon Road
Redlands, California 92373
client:
date byissues / revisions
J O H N L U M A R C HIT E C T U R E
3246 S E V E N T E E N T H S T R E E T S A N F R A N CIS C O, C A 94110 T EL 415.558.9550 FA X 415.558.0554
ENLARGED 1ST FLOOR (P)
A1.04
date: file name:4/17/23 CYPRESS CHAPEL_230414_DD_v2022.vwx 04/17/23 Planning Permit Submission aa
(N) PARTIAL HEIGHT PRIVACY SCREEN W/ TOP RAIL & (N) STRUCTURAL SUPPORT (S.S.D.). FINISH TO MATCH EXISTING. REFER TO DETAIL 12/A5.01
KEY NOTES
1. SCOPE OF WORK
2. PROJECTION OF (E) ROOF ABOVE
3. (E) GATE
4. (E) WOOD PARKING ENCLOSURE
5. (N) UTILITY SINK
6. (N) FLOOR DRAIN, PROVIDE MIN. 1/4” SLOPE TO FD., TYP. (U.O.N)
7. (E) FLOORING TO REMAIN
8. (E) RELOCATED FULL HEIGHT PRIVACY SCREEN
9. (E) LANDSCAPE TO REMAIN (TYP.)
10. (E) RELOCATED GATE10. (E) RELOCATED GATE
11. (N) DECORATIVE SIGNAGE BY OWNER. UNDER SEPARATE PERMIT
12. FURR OUT WALLS TO MATCH (E) EXTERIOR COLUMNS (TYP.)
MODIFY (E) PRIVACY SCREEN, PARTIAL HEIGHT W/ TOP RAIL & (N) STRUCTURAL SUPPORT (S.S.D.). REFER TO DETAIL 12/A5.01
13. 14.
(E) STONE CAPPED/VENEER COURTYARD WALL
(E) ADA PARKING SIGNAGE (TYP.)
(E) ADA DROP OFF AREA, PROVIDE NO PARKING SIGNAGE
(E) STAIR WITH CLOSED RISER - STAIR WIDTH MIN. 3'-0" PER CBC2022 SEC.1011.1 - MAX. RISER 7", MIN. TREAD 10", MIN. 3/4" NOSINGS ON TREADS <11" PER CBC2019 SEC. 11B-504 HANDRAIL TO HEIGHT MIN. 2'-10", MAX. 3'-2" ABOVE STAIR NOSINGS PER CBC2022 SEC.1014.2 - GUARDRAIL TO MIN. 34” MAX 38” HEIGHT ABOVE STAIR NOSINGS PER CBC2019 SEC.1015.3 EX.2. THE HANDRAILS SHALL EXTEND HORIZONTALLY NOT LESS THAN 12 INCHES BEYOND THE
TOP RISER AND CONTINUE TO SLOPE FOR THE DEPTH OF ONE
TREAD BEYOND THE BOTTOM RISER PER CBC2022 SEC.1014.6
(E) CONTRASTING STRIPE ON STAIR TREAD AND UPPER APPROACH AS PER CBC2022 SEC. 11B-504.4.1 STAIR TREADS TO BE SLIP RESISTANT.
PROVIDE ISA SIGNAGE ADJACENT TO ENTRY DOOR, REFER TO
SHEET A0.02
PROVIDE EXIT TACTILE SIGN AT EXITS OR LOCATED ON WALL
ADJACENT TO LATCH SIDE OF SINGLE DOOR AND RIGHT SIDE OF DOUBLE DOOR, PER CBC SECTION 11B-70 AND CBC SECTION 1013.4 PROVIDE SIGN ON DOOR “THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED” PER 2022 CBC 1010.1.9.3 ITEM 2.2 (E) 1 HR. FIRE RATED CEILING IN (E) CHAPEL, (N) FLOWER SHOP
AND (N) WORK AREA
15. 16.
17. 18.
19. 20.
21. 22.
(E) BUILDING FOOTPRINT23.
(E) ACCESIBLE WATER DRINKING FOUNTAIN TO REMAIN24.
(E) ACCESIBLE PATH OF TRAVEL TO ADA PARKING AND PUBLIC
RIGHT OF WAY (SIDEWALK)
25. A
FIGURE B
FRONT APPROACH
PULL SIDE
FIGURE A
5'-0'' DIAMETER
B
5'-0"
MIN.
1'-6"
MIN.
C
5'-0"
MIN.
1'-0"
MIN.
D
4'-0"
MIN.
1'-10"
MIN.
FIGURE D
HINGE APPROACH
PUSH SIDE
FIGURE C
FRONT APPROACH
PUSH SIDE
ADA DIAGRAMS FOR DOOR CLEARANCES
Ø 5'-0"
32'' CLEAR
MIN.
32'' CLEAR
MIN.
32'' CLEAR
MIN.
SYMBOLS / LEGEND
NEW WALL - NON-RATED:
NEW WALL - 1-HOUR FIRE-RATED WALL:
NEW WALL - LOW:
EXISTING WALL:
EXISTING WALL - 1-HOUR FIRE-RATED WALL:
EXISTING LANDSCAPE TO REMAIN:
28,134 SQ. FT.
EXISTING HARDSCAPE TO REMAIN:
25,053 SQ. FT.
AREA NOT INCLUDED IN SCOPE OF WORK:
EXIT / DISCHARGE
BUILDING INFORMATION:
MIXED USE OCCUPANCY: A3, B & M
10. 31.23
CYPRESS CHAPEL
1651 Hillside Blvd. Colma, CA 94104
Darryl Bowden1798 Canyon RoadRedlands, California 92373 client:
date byissues / revisions
JOHN LUM ARCHITECTURE3246 SEVENTEENTH STREET SAN FRANCISCO, CA 94110TEL 415.558.9550 FAX 415.558.0554
EXTERIOR ELEVATIONS
A3.01
date: file name:4/17/23 CYPRESS CHAPEL_230414_DD_v2022.vwx 04/17/23 Planning Permit Submission aa
NORTH EXTERIOR ELEVATION - EXISTING PRIVACY FENCE (NO CHANGE)Scale: 1/8" = 1'-0"1A3.01 124
19'-5"
(E) BLG. HEIGHT
(E) ROOFING SHINGLES
(E) CHIMNEY
(E) COOPER FASCIA
(E) WOOD PARKING ECLOSURE
(E) FIRST FLOOR F.F. V.I.F.230.97' (0'-0")
T.O. (E) ROOF V.I.F.250.4' (19' -5")
(E) WALKWAY V.I.F.230.8'
SOUTH ELEVATION - EXISTING / DEMOScale: 1/8" = 1'-0"4A3.01 T.O. (E) ROOF V.I.F.250.4' (19' -5")
(E) ROOFING SHINGLES
(E) CHIMNEY
(E) COPPER FASCIA
(E) WALKWAY V.I.F.230.8'
(E) FIRST FLOOR F.F. V.I.F.230.97' (0'-0")
124
(E)(E) (E) (E) (E) (E) (E)
10'-0"
19'-5"
(E) BLD. HEIGHT(E) FULL HEIGHT PRIVACY SCREEN TO REMAIN (BEYOND) 124
(E) COOPER FASCIA
(E) ROOFING SHINGLES
(E) CHIMNEY
(E) COURTYARD WALL (BEYOND)
(E) GATE TO BE RELOCATED (TYP.)
(E) WOOD PARKING ENCLOSURE IN THE FOREGROUND
NORTH EXTERIOR ELEVATION - EXISTING / DEMOScale: 1/8" = 1'-0"2A3.01 (E) (D)(D)
10'-0"
19'-5"
(E) BLD. HEIGHT
(E) FIRST FLOOR F.F. V.I.F.230.97' (0'-0")
T.O. (E) ROOF V.I.F.250.4' (19' -5")
(E) WALKWAY V.I.F.230.8'
SOUTH ELEVATION - PROPOSEDScale: 1/8" = 1'-0"5A3.01
T.O. (E) ROOF V.I.F.250.4' (19' -5")
(E) CHIMNEY
(E) COPPER FASCIA
(E) WALKWAY V.I.F.230.8'
(E) FIRST FLOOR F.F. V.I.F.230.97' (0'-0")
124
(E)(E) (E) (E) (E) (E)(N) (N)
10'-0"
(E) STEEL TROWEL PLASTER, PATCH, AND REPAIR AS NEEDED (TYP. FOR EXTERIOR WALLS AND COLUMNS) 19'-5" (E) BLD. HEIGHT
(N) ALUMINUM FRAMED DOORS & WINDOWS, FINISH TO MATCH EXISTING (BEYOND) (E) RELOCATED FULL HEIGHT PRIVACY SCREEN (TYP.)
(E) ROOFING SHINGLES
124
NORTH EXTERIOR ELEVATION - PROPOSEDScale: 1/8" = 1'-0"3A3.01 (N)
10'-0"
19'-5"
(E) BLD. HEIGHT
(N)(E)
(E) FIRST FLOOR F.F. V.I.F.230.97' (0'-0")
T.O. (E) ROOF V.I.F.250.4' (19' -5")
(E) WALKWAY V.I.F.230.8'
(E) COOPER FASCIA
(E) ROOFING SHINGLES
(E) CHIMNEY
(E) RELOCATED GATE (BEYOND)
(E) STEEL TROWEL PLASTER, PATCH, AND REPAIR AS NEEDED (TYP. FOR EXTERIOR WALLS AND COLUMNS) (E) WOOD PARKING ENCLOSURE IN THE FOREGROUND
EXTERIOR FINISH FOR WALLS AND COLUMNSSTEEL TROWLED PLASTER EXISTING WOOD PRIVACY SCREEN1 2
EXISTING ALUMINUM FRAMED DOORSAND WINDOWS 3
3 2
1 1
2 10.31.23
CYPRESS CHAPEL
1651 Hillside Blvd. Colma, CA 94104
Darryl Bowden1798 Canyon RoadRedlands, California 92373 client:
date byissues / revisions
JOHN LUM ARCHITECTURE3246 SEVENTEENTH STREET SAN FRANCISCO, CA 94110TEL 415.558.9550 FAX 415.558.0554
EXTERIOR ELEVATIONS
A3.02
date: file name:4/17/23 CYPRESS CHAPEL_230414_DD_v2022.vwx 04/17/23 Planning Permit Submission aa
T.O. (E) ROOF V.I.F.250.4' (19' -5")
(E)
(E) FIRST FLOOR F.F. V.I.F.230.97' (0'-0")
± 9'-3"
(N) (N) (N) (N) (E) (E) (E) (E) (E)
19'-5"
(E) BLD. HEIGHT
(E) WALKWAY V.I.F.230.8' WEST EXTERIOR ELEVATIONScale: 1/8" = 1'-0"4A3.02 2A3.03
(E) (E) (E) (E)
(E) SKYLIGHT
(E) CHIMNEY
(E) WOOD PRIVACY FENCE TO REMAIN (TYP.)
(N) ALUMINUM FRAMED DOORS& WINDOWS, FINISH TO MATCHEXISTING (TYP.) (E) STEEL TROWEL PLASTER,PATCH, AND REPAIR AS NEEDED(TYP. FOR EXTERIOR WALLS ANDCOLUMNS) (N) DECORATIVE SIGNAGE BYOWNER. UNDER SEPARATEPERMIT
10'-0"
± 7'-7"
EAST EXTERIOR ELEVATION - PROPOSEDScale: 1/8" = 1'-0"2A3.02 (E) (N) (N) (N)(N) (N) (E)(N)(N)(N)(E)(E)(E)(E)
(N) (N) (N) (N) (N) (N) (N) (N) (N)
(E) (E)
3'-8"
19'-5"
(E) BLD. HEIGHT
T.O. (E) ROOF 250.4' (19' -5")
(E) WALKWAY V.I.F.230.8'
(E) FIRST FLOOR F.F.230.97' (0'-0")
1A3.03
(E) WOOD PRIVACY FENCE TO REMAIN
(E) COPPER FASCIA
(N) ALUMINUM FRAMED DOORS & WINDOWS, FINISH TO MATCH EXISTING (TYP.)(E) RELOCATED FULL HEIGHTPRIVACY SCREEN (E) CHIMNEY
(E) WOOD PRIVACY FENCE TOREMAIN (TYP.)
(N) PARTIAL HEIGHT PRIVACY SCREEN W/ TOP RAIL & (N) STRUCTURALSUPPORT (S.S.D.). FINISH TO MATCH EXISTING (E) STEEL TROWEL PLASTER, PATCH,AND REPAIR AS NEEDED (TYP. FOREXTERIOR WALLS AND COLUMNS) T.O. (E) ROOF V.I.F.250.4' (19' -5")
(E)
(E) SKYLIGHT
WEST EXTERIOR ELEVATION - EXISTING / DEMOScale: 1/8" = 1'-0"3A3.02 (E) FIRST FLOOR F.F. V.I.F.230.97' (0'-0")
(E) EXTERIOR STEP
(E) CHIMNEY(E) STEEL TROWEL STUCCOFINISH
(E) (E) (E)
PORTION OF (E) WALL TOREMOVED FOR (N) OPENINGS(TYP.)
(E) WOOD PRIVACY FENCE TO REMAIN (TYP.)
(E) (E) (E) (E) (E) (E)
10'-0"
19'-5"
(E) BLD. HEIGHT
(E) WALKWAY V.I.F.230.8'
± 7'-7"
EAST EXTERIOR ELEVATION - EXISTING / DEMOScale: 1/8" = 1'-0"1A3.02 (E) COPPER FASCIA
(E) (E)
(E) WOOD PRIVACY FENCE TO REMAIN (TYP.)
(E) WOOD PRIVACY FENCE TO BE RELOCATED (TYP.)
(D)(D)(D)(D)(D)(D)(D)(E)(E)(E)(E)(E)(E)(E)
(E) CHIMNEY
19'-5"
(E) BLD. HEIGHT
(E) STEEL TROWEL STUCCO FINISH (TYP.) T.O. (E) ROOF 250.4' (19' -5") (E) WALKWAY V.I.F.230.8'
(E) FIRST FLOOR F.F.230.97' (0'-0")
EXTERIOR FINISH FOR WALLS AND COLUMNSSTEEL TROWLED PLASTER
EXISTING WOOD PRIVACY SCREEN
1 2
EXISTING ALUMINUM FRAMED DOORSAND WINDOWS 3
1 2
2 2
3 1
3 2
1 2
2 2
1 2
10.31.23 CYPRESS CHAPEL
1651 Hillside Blvd. Colma, CA 94104
Darryl Bowden1798 Canyon RoadRedlands, California 92373 client:
date byissues / revisions
JOHN LUM ARCHITECTURE3246 SEVENTEENTH STREET SAN FRANCISCO, CA 94110TEL 415.558.9550 FAX 415.558.0554
ENLARGED ELEVATIONS
A3.03
date: file name:4/17/23 CYPRESS CHAPEL_230414_DD_v2022.vwx 04/17/23 Planning Permit Submission aa
T.O. (E) ROOF V.I.F.250.4' (19' -5")
ENLARGED PARTIAL WEST EXTERIOR ELEVATION - PROPOSEDScale: 1/4" = 1'-0"2A3.03 (E) FIRST FLOOR F.F. V.I.F.230.97' (0'-0")
(N) (N) (N) (N)
19'-5"(E) BLD. HEIGHT
(E) STEEL TROWEL PLASTER, PATCH, ANDREPAIR AS NEEDED (TYP. FOR EXTERIORWALLS AND COLUMNS) (N) ALUMINUM FRAMED DOORS & WINDOWS,FINISH TO MATCH EXISTING (TYP.) (E) WOOD PRIVACY FENCETO REMAIN (TYP.)
(E) COPPER FASCIA
(N) DECORATIVE SIGNAGE BY OWNER.UNDER SEPARATE PERMIT
ENLARGED PARTIAL EAST EXTERIOR ELEVATION - PROPOSEDScale: 1/4" = 1'-0"1A3.03 (N) (N) (N) (N)
3'-8"
T.O. (E) ROOF 250.4' (19' -5")
(E) FIRST FLOOR F.F.230.97' (0'-0")
19'-5"(E) BLD. HEIGHT
(N) (N) (N) (N) (N) (N)
(N)
(E) COPPER FASCIA
(N) ALUMINUM FRAMED DOORS &WINDOWS, FINISH TO MATCH EXISTING(TYP.) (E) CHIMNEY
(N) PARTIAL HEIGHT PRIVACY SCREENW/ TOP RAIL & (N) STRUCTURALSUPPORT (S.S.D.). FINISH TO MATCHEXISTING(E) STEEL TROWEL PLASTER, PATCH,AND REPAIR AS NEEDED (TYP. FOREXTERIOR WALLS AND COLUMNS) (E)
1 2
2 1
3 3
EXTERIOR FINISH FOR WALLS AND COLUMNSSTEEL TROWLED PLASTER
EXISTING WOOD PRIVACY SCREEN
1 2
EXISTING ALUMINUM FRAMED DOORSAND WINDOWS 3
10.31.23 Cypress Chapel – 04.17.23 – Conditional Use Permit Supporting Statements/Information
Project Description
Tenant improvement and a minor expansion (west elevation) of the existing building within the roof structure. New privacy screens to match existing at east and west elevations. The interior changes will include the following:
• New Kitchen
• New Reception Area
• New Flower Shop with Work Area
Embalming will be removed from the services provided at this site.
New signage is to be filed under a separate permit.
• Conditional Use Permit
a. The proposed project will continue the existing use of a funeral establishment, which the property is zoned for. The new proposed flower shop will support the funeral service attendees.
b. All activities of the proposed use will occur on-site and within the existing property, therefore not affecting the surrounding properties. All required access and parking will be accommodated on-site.
The project scope does not include work to alter the existing landscaping or parking.
Please refer to approved permit #110817-147 and Conditional Use Permit Resolution #2013- 31.
Attachment C
Cypress Chapel – 04.17.23 – Conditional Use Permit
Cypress Chapel Business Operational Plan Hours of Operation Office hours: Monday – Sunday 8:00 am – 5:00 PM Funeral Hours: Monday – Sunday 8:00 AM – 11:00 PM upon request of the family. Capacity and Use The funeral home will have a seating capacity of roughly 120-200 to accommodate guests for funerals, memorials, and other death-related activities, including but not limited to funerals, visitations, memorial services, receptions, wakes, prayer services, and funeral arrangements. Staff Staffing is anticipated at four full-time and six part-time employees as needed for events and services.