Written materials relating to an item on this agenda that are distributed to the legislative bodies within 72 hours before the item is to be considered at its regularly scheduled meeting will be made available for public inspection at the City Clerk’s Office, 300 West Third Street 4th Floor during customary business hours. Agenda reports are also on the City of Oxnard web site at www.oxnard.gov.
In compliance with the Americans with Disabilities Act, if you require special assistance to participate in a meeting, please contact the City Clerk’s Office at 385-7803. Notice at least 72 hours prior to the meeting will enable the City to reasonably arrange for your accessibility to the meeting.
Agenda Item Time Estimates include: (Minutes for Presentation + Council Discussion + Public Comment)
AMENDED AGENDA
(Amended 10/3/2025 Revised Closed Session Item No. C-3 and I-3) AGENDA
OXNARD CITY COUNCIL
OXNARD COMMUNITY DEVELOPMENT COMMISSION SUCCESSOR AGENCY
OXNARD FINANCING AUTHORITY
OXNARD HOUSING AUTHORITY
Meeting Location: Council Chambers, 305 West Third Street October 7, 2025
Closed Session - 4:30 PM
Appointment Items - 5:00 PM
Regular Meeting - 6:00 PM
Zoom details to call-in for public comment during a meeting:
1. Dial Phone Number: (888) 475-4499
2. Enter Meeting ID: 834 0973 5166
3. Passcode: 977030
If you wish to speak during public comments or a particular item on the agenda, please sign-on by following the zoom call-in steps listed above. Once the presiding officer calls for public speakers, press *9 to raise your hand to inform the City Clerk you would like to speak during the public speaking section for that particular item on the agenda, while in the zoom waiting room. Press *6 when asked to unmute. Listen to the instructions provided virtually on the phone while on hold in the zoom waiting room. Please note that there is a slight time delay when viewing the meeting via television.
IN ACCORDANCE WITH ASSEMBLY BILL 2449, MEMBERS OF THE LEGISLATIVE BODY MAY MEET INPERSON OR REMOTELY. TO PARTICIPATE REMOTELY VISIT WWW.OXNARD.GOV.
To find out how you may provide public comment, please refer to the instructions below or at www.https://www.oxnard.org/city-meetings/.
The public may view the meeting from home on Spectrum channel 10, Frontier channel 35, or YouTube at Youtube.com/oxnardnews.
Video recordings of the meeting are typically available online following the meeting at the City’s website at www.oxnard.org/citymeetings. *Please see the link for the Measure M pre-recorded presentation video for each item listed on this agenda.
YOU MAY PARTICIPATE IN THE MEETING IN THE FOLLOWING WAYS:
1. ATTEND THE MEETING AT THE LOCATION LISTED ABOVE: Submit a speaker card to the City Clerk.
2. EMAIL COMMENTS OR SIGN UP TO SPEAK REMOTELY BEFORE THE MEETING a. Submit a request to speak remotely by 3:00 p.m. on the day of the meeting by using the form available at www.oxnard.org/citymeetings.
1 OXNARD CITY COUNCIL OXNARD FINANCING AUTHORITY HOUSING AUTHORITY
OXNARD COMMUNITY DEVELOPMENT COMMISSION SUCCESSOR AGENCY October 7, 2025 PAGE 2
b. Submit an email to [email protected] by 3:00 p.m. on the day of the meeting (indicate the agenda item number in the subject line). All email correspondence will be forwarded to the legislative body prior to the start of the meeting and made part of the legislative record.
c. Contact the City Clerk’s Office at (805) 385-7803 to submit your request.
3. PROVIDE PUBLIC COMMENT REMOTELY DURING THE MEETING
a. Follow Zoom details listed above.
b. Public comments on agenda items will be taken following the announcement of the item. After the item is announced, members of the public may register or otherwise be recognized for the purpose of providing public comment.
Please review the Zoom instructions on the registration page to help ensure there are no technical difficulties during your comments and help you understand public comment procedures using Zoom. Detailed participation instructions can be found at www.oxnard.org/city-meetings.
In the event of a disruption which prevents a legislative body of the City of Oxnard from broadcasting a meeting using a call-in option or internet-based service option, or in the event of a disruption within the City’s control which prevents members of the public from offering public comment using the call-in option or internet-based service option, the legislative body shall take no further action on items appearing on a meeting agenda until public access to the meeting via the call-in option or internet-based service option is restored. However, if any of the broadcast options are disrupted, but any of the other broadcast options is still available to the public, the legislative body may take further action on items appearing on a meeting agenda without waiting for the disrupted broadcast option(s) to be restored.
A. ROLL CALL, POSTING OF AGENDA
THE FOLLOWING LEGISLATIVE BODIES ARE MEETING: City Council, Community Development Commission Successor Agency, Financing Authority and Oxnard Housing Authority
CONSIDERATION OF TELECONFERENCE PARTICIPATION PURSUANT TO ASSEMBLY BILL 2449
B. PUBLIC COMMENTS ON CLOSED SESSION ITEMS
At this time, a person may address the legislative body only on matters appearing on the closed session agenda. The presiding officer shall limit public comments to three minutes.
C. CLOSED SESSION (4:30 PM)
1. CONFERENCE WITH LABOR NEGOTIATORS (Government Code section 54957.6) Agency designated representatives: Ashley Golden, Assistant City Manager and Steve Naveau, Director of Human Resources
Employee organizations: Service Employees International Union CTW, CLC, Local 721 (SEIU Local 721)
Legislative Body: City Council
2. CONFERENCE WITH LEGAL COUNSEL — EXISTING LITIGATION (Government Code Section 54956.9(d)(1))
Name of case: Beatriz Elizarraras v. City of Oxnard, et al.
Ventura Superior Court Case No. 2025CUPP037741
Legislative Body: City Council
3. CONFERENCE WITH LEGAL COUNSEL – ANTICIPATED LITIGATION (Government Code section 54956.9(d)(4))
Based on existing facts and circumstances, the City Council shall decide whether to initiate litigation in five potential cases.
Legislative Body: City Council
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D. APPOINTMENT ITEMS (5:00 PM)
1. Cultural & Community Services Department
SUBJECT: Cultural Arts Commission Annual Report. (30 minutes) RECOMMENDATION: That the City Council receives the Cultural Arts Commission annual report.
Legislative Body: City Council
Contact: Terrel Harrison, (805) 385-7994
2. City Manager Department
SUBJECT: Community Relations Commission Annual Report. (30 minutes) RECOMMENDATION: That the City Council: 1) Receive the 2025 annual report from the Community Relations Commission; and 2) Present a Proclamation designating October 2025 as "Global Diversity Awareness Month" in the City of Oxnard.
Legislative Body: City Council
Contact: Ashley Golden, (805) 385-7478
E. OPENING CEREMONIES (6:00 PM)
Pledge of allegiance to the flag of the United States.
F. CEREMONIAL ITEMS
1. SUBJECT: Presentation of a Proclamation Designating the Month of October 2025 as "Filipino American History Month."
2. SUBJECT: Presentation of a Proclamation Designating October 13, 2025 as "Indigenous People's Day."
G. PUBLIC COMMENTS ON ITEMS NOT ON THE AGENDA AND NON-ACTION ITEMS
A person may address the legislative body only on matters not appearing on the agenda and within the subject matter jurisdiction of the legislative body, and on non-action items such as ceremonial items, report of city manager / executive director / secretary, and city council/ housing authority / successor agency / financing authority business / committee reports. Speaker requests shall be submitted as set forth on the first page of this agenda. Speakers are limited to three minutes. After 30 minutes, if all speakers have not had the opportunity to speak, the remaining speakers will be given an opportunity to speak prior to adjournment of the meeting. The legislative body cannot enter into a detailed discussion or take action on any items presented during public comments at this time. Such items may only be referred to the City Manager / Executive Director / Secretary for administrative action or scheduled on a subsequent agenda for discussion. Persons wishing to speak on public hearing items should do so at the time of the hearing.
H. REPORT OF CITY MANAGER/EXECUTIVE DIRECTOR/SECRETARY
The City Manager/Executive Director/Secretary shall report on items of interest to the legislative body occurring since the last meeting. The legislative body cannot enter into detailed discussion or take action on any item presented during this report. Such items may only be referred to the City Manager/Executive Director/Secretary for administrative action or scheduled on a subsequent agenda for discussion. 3 OXNARD CITY COUNCIL OXNARD FINANCING AUTHORITY HOUSING AUTHORITY
OXNARD COMMUNITY DEVELOPMENT COMMISSION SUCCESSOR AGENCY October 7, 2025 PAGE 4
I. CITY COUNCIL/HOUSING AUTHORITY/SUCCESSOR AGENCY/FINANCING AUTHORITY
BUSINESS/COMMITTEE REPORTS
At this time, a member of the legislative body may make a brief announcement, or make a brief report on his or her activities. Further, members of the legislative body may request to schedule consideration of whether to place an item on a future agenda. The legislative body cannot enter into detailed discussion or take action on any item presented during this report. The member's report shall not exceed three minutes, unless additional time is granted by the presiding officer.
1. City Clerk Department
SUBJECT: City Council Meeting Schedule. (5 minutes)
RECOMMENDATION: That the City Council conduct a regular meeting on Monday, November 3, 2025 and cancel the meeting currently scheduled for Tuesday, November 4, 2025. (This item did not originate in Committee.)
Please click the following link to view the required Measure M pre-recorded presentation video: https://youtu.be/7s_5HrIxtl8
Legislative Body: City Council and Oxnard Housing Authority Contact: Luly Lopez, (805) 385-7805
2. City Clerk Department
SUBJECT: League of California Cities Annual Conference Voting Delegate 2025. (5 minutes) RECOMMENDATION: That the City Council designate a voting delegate and a voting alternate to attend the League of California Cities Annual Conference. (This item did not originate in Committee.)
Please click the following link to view the required Measure M pre-recorded presentation video: https://youtu.be/Q31udwxPSDU
Legislative Body: City Council
Contact: Luly Lopez, (805) 385-7805
3. City Clerk Department
SUBJECT: 2026 Regular Meeting Schedule for Legislative Bodies. (5 minutes) RECOMMENDATION: That the City Council, Community Development Commission Successor Agency, Financing Authority, and Housing Authority adopt the proposed regular meeting dates for the calendar year 2026.
(This item did not originate in Committee.)
Please click the following link to view the required Measure M pre-recorded presentation video: https://youtu.be/7s_5HrIxtl8
Legislative Body: City Council, Community Development Commission Successor Agency, Financing Authority, and Housing Authority Board
Contact: Luly Lopez, (805) 385-7805
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OXNARD COMMUNITY DEVELOPMENT COMMISSION SUCCESSOR AGENCY October 7, 2025 PAGE 5
J. REVIEW OF INFORMATION/CONSENT AGENDA
The members of the legislative body will consider whether to remove Information/Consent Agenda items for discussion later during the meeting.
K. PUBLIC COMMENTS ON INFORMATION/CONSENT AGENDA
At this time, a person may address the legislative body only on matters appearing on the information/consent agenda. The presiding officer shall limit public comments to three minutes.
L. INFORMATION/CONSENT AGENDA
1. City Clerk Department
SUBJECT: Approval of Minutes.
RECOMMENDATION: That the City Council approve the regular meeting minutes for July 15 and September 16, 2025.
That the Oxnard Housing Authority Board of Commissioners approve the minutes for July 15, July 29, September 2 and September 16, 2025.
Legislative Body: City Council and Oxnard Housing Authority Contact: Luly Lopez, (805) 385-7805
2. Community Development Department
SUBJECT: Approving the 2025 City of Oxnard Water System Design and Construction Standards and an update to the 2002 City of Oxnard Standard Plates and Design Criteria.
RECOMMENDATION: That the City Council:
1. Adopt a resolution approving the 2025 Water System Design and Construction Standards and an update to the 2002 City of Oxnard Standard Plates and Design Criteria for public works construction; and
2. Delegating discretionary authority to the Public Works City Engineer to approve future revisions to the 2025 Water System Design and Construction Standards and 2002 City of Oxnard Standard Plates and Design Criteria; and
3. Authorizing the City Manager to take whatever actions are necessary and appropriate to carry out the purpose and intent of this resolution.
(The Public Works and Transportation Committee approved 3-0 on September 9, 2025)
Legislative Body: City Council
Contact: Michael Wolfe, Jeff Pengilley, (805) 385-8055, (805) 385-8208
3. Finance Department
SUBJECT: Monthly Investment Report for the period ending August 31, 2025.
RECOMMENDATION: That the City Council receive and file the monthly investment report. This is an information item.
(This item did not originate in Committee.)
Legislative Body: City Council
Contact: Javier Chagoyen-Lazaro, (805) 200-5400
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4. Housing Department
SUBJECT: Amendment and Extension of the Agreements with local hotel operators in support of the Encampment Resolution Funding Program.
RECOMMENDATION: That the City Council approve and authorize the City Manager, or designee, to negotiate and execute agreement amendments with local hotel operators to offer noncongregate shelter. (This item did not originate in Committee because it is a continuation of an item previously approved by City Council.)
Legislative Body: City Council
Contact: Brenda Lopez, (805) 385-8092
5. Human Resources Department
SUBJECT: Approving Resolutions Amending the City's Classification and Salary Resolution, and Amending the City's Position Control Resolution to Add the Deputy City Treasurer Position.
RECOMMENDATION: That the City Council:
1. Adopt a resolution Amending the Classification and Salary Schedule Resolution No.15,886; and
2. Adopt a resolution Amending the Full-Time Equivalent Resolution No. 15,885. (This item did not originate in Committee.)
Legislative Body: City Council
Contact: Steve Naveau, (805) 385-7947
6. Public Works Department
SUBJECT: FY 2025-26 Harbour Island Homeowners Association Donation to Waterways Maintenance Assessment District Zone 2 - Harbour Island (Agreement A-8597) and Budget Adjustment.
RECOMMENDATION: That the City Council, acting as the legislative body of the Waterways Maintenance Assessment District, approve and authorize:
1. Acceptance of a $17,400 donation from the Harbour Island Homeowners Association (HOA) to support landscape maintenance and on-call services within the Harbour Island linear park; and
2. Approval of Agreement A-8597, entered by and between the City of Oxnard and the Harbour Island Homeowners Association for the donation; and
3. Approval of associated budget appropriations within Waterways Maintenance Assessment District Zone 2 – Harbour Island Fund (120-40203801) to recognize the full amount of the donation revenue and to authorize expenditures up to the full amount of available funding consistent with the specific purposes outlined in the Agreement. (Public Works and Transportation Committee approved 3-0 on September 9, 2025)
Legislative Body: City Council
Contact: Michael Wolfe, (805) 385-8055
6 OXNARD CITY COUNCIL OXNARD FINANCING AUTHORITY HOUSING AUTHORITY
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7. Public Works Department
SUBJECT: Purchase Orders with Gibbs International, Inc. and The Charles Machine Works, Inc. for Heavy Equipment for the Public Works Water Division.
RECOMMENDATION: That the City Council approve and authorize the Purchasing Agent to execute two purchase orders for the following:
1. Gibbs International Inc. for a not-to-exceed value up to $300,000.00 for the purchase of a 2026 HV607 SBA International Truck, 10-Ton Dump Truck (dump truck); and
2. The Charles Machine Works, Inc. for a not-to-exceed value up to $700,000.00 for the purchase of a 2025 Kenworth T480 with a Ditch Witch Hydro Vacuum Truck/Excavator W8 Standard Package (vacuum truck).
(Public Works and Transportation Committee approved 3-0 on September 9, 2025)
Legislative Body: City Council
Contact: Michael Wolfe, (805) 385-8055
8. Public Works Department
SUBJECT: Multiple Agreements for On-Call Real Property Services and Right of Way Acquisition.
RECOMMENDATION: That the City Council approve and authorize the Mayor to execute the following Agreements, each with an initial term of one year from October 9, 2025 to October 8, 2026, with an option for four consecutive one-year period extensions ending October 8, 2030, for on-call Professional Real Property Services and Right of Way Acquisition:
1. Agreement 32600016 with Beacon Integrated Professional Resources, Inc. DBA Hamner, Jewell & Associates for a total amount not to exceed $500,000;
2. Agreement 32600017 with Bender Rosenthal, Inc. for a total amount not to exceed $500,000; and
3. Agreement 32600018 with Clark Land Resources, Inc. for a total amount not to exceed $500,000.
(Public Works and Transportation Committee approved 3-0 on September 9, 2025)
Legislative Body: City Council
Contact: Michael Wolfe, (805) 385-8055
9. Public Works Department
SUBJECT: Multiple Agreements for On-Call Landscape Architect Services.
RECOMMENDATION: That the City Council approve and authorize the Mayor to execute the following Agreements, each with an initial term of three years from October 8, 2025, to October 7, 2028, with an option for two consecutive one-year period extensions ending October 7, 2030, for on-call Professional Landscape Architect Services:
1. Agreement 32600006 with David Volz Design Landscape Architects, Inc. DBA David Volz Design for a total amount not to exceed $750,000;
2. Agreement 32600007 with IDS Group, Inc. for a total amount not to exceed $750,000; 7 OXNARD CITY COUNCIL OXNARD FINANCING AUTHORITY HOUSING AUTHORITY
OXNARD COMMUNITY DEVELOPMENT COMMISSION SUCCESSOR AGENCY October 7, 2025 PAGE 8
3. Agreement 32600008 with Pacific Coast Land Design, Inc. for a total amount not to exceed $750,000; and
4. Agreement 32600009 with RJM Design Group, Inc. for a total amount not to exceed $750,000.
(Public Works and Transportation Committee approved 3-0 on September 9, 2025)
Legislative Body: City Council
Contact: Michael Wolfe, (805) 385-8055
M. PUBLIC HEARINGS
1. Housing Department
SUBJECT: First Substantial Amendment to the FY 2025-26 Annual Action Plan. (10 minutes) RECOMMENDATION: That the City Council:
1. Conduct a public hearing regarding the First Substantial Amendment to the FY 2025-26 Annual Action Plan;
2. Approve the First Substantial Amendment to the FY 2025-26 Annual Action Plan recommending use of Community Development Block Grant (CDBG) funds for public infrastructure improvements;
3. Authorize the City Manager, and his designees, to incorporate the amended grant allocations into the FY 2025-26 Annual Action Plan and authorize any necessary budget appropriation and corresponding revenue recognition in CDBG funding (Fund 201) for the project;
4. Authorize the City Manager, or his designees, to execute the required documents for the submission of the amended FY 2025-26 Annual Action Plan; and,
5. Receive and file any comments made during the 30-day public comment period or made in person at the public hearing with the Amendment.
(This item did not originate in Committee.)
Please click the following link to view the required Measure M pre-recorded presentation video: https://youtu.be/zLqARSiXJqI
Legislative Body: City Council
Contact: Brenda Lopez, (805) 385-8092
N. REPORTS
1. Public Works Department
SUBJECT: Project Budget Appropriation Transfers - Neighborhood Street Resurfacing - La Colonia Phase III Project. (10 minutes)
RECOMMENDATION: That the City Council authorize the City Manager, or designee, to approve project budget appropriation transfers totalling $1,019,255.54, consisting of $953,255.54 within the 2014 Lease Revenue Bond Fund (314) and $66,000.00 within the Water Operating Fund (601) as well as the corresponding Capital Outlay Fund (301) appropriation transfers from the Colonia Road Street Resurfacing Project (C1803) to the Neighborhood Street Resurfacing Project (C2209). (This item did not originate in Committee as this is a capital improvement project specifically listed 8 OXNARD CITY COUNCIL OXNARD FINANCING AUTHORITY HOUSING AUTHORITY
OXNARD COMMUNITY DEVELOPMENT COMMISSION SUCCESSOR AGENCY October 7, 2025 PAGE 9
in the City's Capital Improvement Program budget, which was previously approved by the City Council.)
Please click the following link to view the required Measure M pre-recorded presentation video: https://youtu.be/VJkxFI100Do
Legislative Body: City Council
Contact: Michael Wolfe, (805) 385-8055
2. Community Development Department
SUBJECT: Pre-Application Review of the Colonia Townhomes Project, located at 245 Colonia Road, Planning and Zoning Permit No. 25-600-01 (APN: 201-0-021-160). (30 minutes) RECOMMENDATION: That the City Council review and provide preliminary comments on a PreApplication for a General Plan Amendment, Zone Change, Planned Development Permit, Tentative Map, and Density Bonus to allow for the construction of a 121-unit for-sale condominium project.
Please click the following link to view the required Measure M pre-recorded presentation video: https://youtu.be/q66d_kDOqJE
Legislative Body: City Council
Contact: Jeff Pengilley, (805) 385-8208
3. Public Works Department
SUBJECT: Budget Appropriations for the Automated Meter Infrastructure Installation Project PW 17-32. (10 minutes)
RECOMMENDATION: That the City Council approve and authorize an appropriation in an amount up to $2,750,000 for Fiscal Year 2025-26 from the available fund balance in the Water Operating Fund (601) and corresponding transfers in the Water Capital Fund (602) for the Automated Meter Infrastructure Installation Project PW 17-32 (C2022). (This item did not originate in Committee as this is a capital improvement project specifically listed in the City's Capital Improvement Program budget, which was previously approved by the City Council.)
Please click the following link to view the required Measure M pre-recorded presentation video: https://youtu.be/N1BScKow8Us
Legislative Body: City Council
Contact: Michael Wolfe, (805) 385-8055
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4. Police Department
SUBJECT: Police Department Standard-Issue Firearm Replacement: Agreement with Adamson Police Products to Purchase New Standard-Issue Handguns for the Police Department. (15 minutes) RECOMMENDATION: That the City Council:
1. Approve a budget appropriation not to exceed $300,000.00 from the General Fund (101) available fund balance for the payment of firearm purchases; and
2. Authorizes the Mayor to sign the contract agreement with Adamson Police Products to purchase equipment for an amount not to exceed $300,000.00.
Please click the following link to view the required Measure M pre-recorded presentation video: https://youtu.be/3UmPVz-QqC8
Legislative Body: City Council
Contact: Jason Benites, (805) 385-7624
O. ADJOURNMENT
10 CITY COUNCIL AGENDA REPORT
APPOINTMENT ITEMS (5:00 PM)
AGENDA ITEM NO. D.1
DATE: October 7, 2025
TO: City Council
FROM: Terrel Harrison, Cultural & Community Services Director, (805) 385-7994, [email protected] SUBJECT: Cultural Arts Commission Annual Report. (30 minutes)
RECOMMENDATION
That the City Council receives the Cultural Arts Commission annual report.
BACKGROUND
The Cultural Arts Commission serves as an advisory body to the City Council focused on fostering cultural arts in the City through the development of public arts projects.
The Cultural Arts Commission is responsible for providing an annual report of activities to the City Council. This live presentation will include highlights of the commission’s activities over the past 12 months, showcasing work on Commission goals, arts programming and community involvement.
The Cultural Arts Commission will continue to work with the community to fulfill their powers and duties and advise the City Council on such matters.
STRATEGIC PRIORITIES
This agenda item supports the Quality of Life strategy. The purpose of the Quality of Life strategy is to restore and increase quality services and programs that enrich Oxnard’s diverse community, promotes safe neighborhoods, encourages community engagement, and supports our residents in their efforts to improve their quality of life.
FINANCIAL IMPACT
There is no financial impact.
COMMITTEE OUTCOME
This item did not originate in Committee.
Prepared by: Julie Estrada, Management Analyst
ATTACHMENTS
1. CAC Annual Report 2025_FINAL
11 ANNUAL REPORT TO CITY COUNCIL
October 7, 2025
12 Cultural Arts Commissioners 2
Teodoro Lopez
Chair
Web & Multimedia
Communications
Paloma B. Concordia
Vice Chair
Public Relations
Vice-Chair, Wagon Wheel
Neighborhood Council
A first generation Filipina and
Spanish American, born and raised
in the San Francisco Bay Area. She
founded the PapaLoDown Agency in
2009, a boutique public relations
company specializing in a client
base of entrepreneurs and
organizations in the arts, culture,
and community spaces.
Sandra Diaz
Commissioner
Retired Elementary School Teacher
Rio Lindo Neighborhood Council
Chair
I was part of the fascinating
process of reviewing the first two
City Hall murals. I enjoy art as a
hobby. I love to create my own art,
specializing in small pieces like
postcard greeting cards, wooden
block jewelry art, and holiday art for
family.
13 The CAC currently
has six appointed
Commissioners
with one vacancy
(Mayor/City-wide)
Cultural Arts Commissioners 3
Elisa Torres
Commissioner
Public Artist, Muralist
She creates murals, designs
sculptures and creates
community-based art projects that
celebrate local culture, history, and
identity, with work featured across
Ventura County in schools,
neighborhoods, and cultural
centers.
Jose Cano
Commissioner
Musician, Arts Advocate, Mentor
He's dedicated much of his time to
championing local musicians,
sharing his knowledge and
experience working in the music
industry. He’s done this through
mentoring, advising, providing free
studio time, producing, as well as
creating a music industry speaking
series InSite In Sound connecting
local and professional musicians.
Velia Soto
Commissioner
Teacher, K-12 Special
Education, Disability Rights
Advocate, Intertribal
Cultural Artist
14 1. Review the Cultural Arts Commission Powers and Duties and prepare a recommendation to staff.
• Complete: Ordinance passed 7-1-2025
2. Review the City of Oxnard’s Public Art Inventory and determine needs for repairs and maintenance of the artwork under the City of Oxnard’s authority.
• On-going: Repair & restoration of the “History of la Colonia” Mural is currently underway.
3. Develop a future project idea list that can create public art installations that support safety, such as lighting, crosswalks, etc. • Research to be presented at October commission meeting
4. Increase the public art installations throughout Oxnard.
CAC GOALS 2025-2026 4
15 Cultural Arts Commission
Sec 2-134. POWERS AND DUTIES.
The powers and duties of the cultural arts commission shall be as follows:
(A) Advise the city council on all matters pertaining to the cultural arts in the community; (B) Advise and make recommendations on the quality, quantity, scope, and style of public arts projects administered by the City, nominate members to serve on selection panels, and review and recommend funding for these projects.
(C) Recommend to the city council the distribution of revenues collected through fundraising, grants and public art funds consistent with the needs of the community, including solicitation and analysis of cultural arts grant proposals. (D) Participate in the development of the strategic public art plan and longer-ranged strategic public art plans.
(E) Perform other art, cultural and arts education duties as may from time to time be prescribed by the city council.
(F) Prepare and submit an annual report of activities to the city council and make such other reports and recommendations from time as the cultural arts commission may determine necessary to support cultural arts in the community.
The CAC currently has six appointed Commissioners with one vacancy (Mayor/City-wide) Cultural Arts Commission Powers & Duties 5
16 Goal 2: Review of Public Art Inventory
CULTURAL ART COMMISSION PROJECT 6
Artwork Artist Location Type
Unknown Jesse Arms
Botke
Oxnard Public Library Mural on
Canvas
Performing Arts Unknown Oxnard Performing
Arts & Convention
Center
Sculpture
Unknown -
Emilie Ritchen
Mural
Unknown South Oxnard Branch
Library
Mural on
Canvas
Historical Images
of La Colonia
Judy Suzuki Colonia Park Mural on
Stucco
California
Immigrants
Celeste Byers Civic Center West
Wing
Mural on
Stucco
Growth Mauricio Ramirez Civic Center East
Wing
Mural on
Stucco
17 CULTURAL ARTS PROGRAMS AND ACTIVITIES 7
Programs and Activities
2024-2025
18 CULTURAL ARTS PROGRAMS AND ACTIVITIES
8 Mini Mural Program • August 2024 • Children’s Library with Cartoonist Robb Armstrong
• January 2025 • MLK CommUNITY Weekend, Oxnard PAL
Gymnasium
• February 2025 • Oxnard PAL at Southwinds Youth Center • May 2025 • South Oxnard Rec Center Mural • July 2025 • Oxnard Sterling Summer Festival Community Paint #1
• August 2025 • Oxnard Parking Structure • Oxnard Sterling Summer Festival Community Paint #2&3
19 CULTURAL ARTS PROGRAMS AND ACTIVITIES 9
• Music Classes
• Colonia Recreation Center
• Art Classes - Elementary Students
• Oxnard PAL at Southwinds Youth Center
• 6 Afterschool Programs
• Art Classes - Teens
• Oxnard Public Library Main Branch
• South Oxnard Branch Library
20 CULTURAL ARTS PROGRAMS AND ACTIVITIES 10
Dia de los Muertos Community Altar
November 1-3
Carnegie Museum Steps
424 South C Street, Oxnard
21 CULTURAL ARTS PROGRAMS AND ACTIVITIES 11
Sterling Oxnard Summer Festival
• Concert
• Crafters/Arts Market
• Food Trucks
• Family Fun Area (bounce houses,
crafts, games
CCS Drop-in Art Programs
• Chill Color & Craft
• Oxnard Library & Oxnard Special
Populations
• Senior Services Art in the Garden
• Wilson Senior Center
• Oxnard Traffic Boxes
• Rose Shopping Center
22 CULTURAL ARTS PROGRAMS AND ACTIVITIES 12
2025 City Council Chambers Art by CCS
• January/February - MLK Mural for Black History
Month
• Completed by Oxnard Youth
• March/April - Cesar Chavez Day
• Painted by Oxnard Arts Academy Instructor
• May - Older Americans Month
• Painted by Oxnard Senior Services
Participants
• June - Insect Festival
• Painted by City Corps Youth
• July - Parks & Recreation Month
• Painted by Oxnard Cultural Arts Team
• September - Hispanic Heritage Month
• Painted by the Summer At City Hall Interns
• October - Dia de los Muertos
23 CULTURAL ARTS IMPACT 13
Educational Programs 7,705 unduplicated
Oxnard Arts Academy, Oxnard Scholars Afterschool Program, SHINE Afterschool Program, Oxnard PAL, Senior Services, Youth Development Programs
Recreational Art Programs 52,335 duplicated
Oxnard Mini Murals, Oxnard Special Populations (OSP) Art Class, Chill Color & Craft (Library & OSP), Youth Centers, Senior Centers, Library Programs
Special Events 57,447 duplicated
Dia de los Muertos, World Art Day, Art Gala, Eggstravaganza, Insect Festival, Fall Festival, Halloween Float, Tamale Festival, Santa Float
24 Upcoming Calls for Artists for Public Art Projects
• Parking Structure Mural
• 4th Street Mobility Project (request coming soon)
OCA Art Special Programs and Events
• Mini Murals at the South Oxnard Branch Library
• World Art Day - April 15, 2026
• Art Gala - April 23, 2026
• Sterling Oxnard Summer Festival 2026
PROJECTS COMING IN 2026-2027 14
25 THANK YOU
15 15
26 CITY COUNCIL AGENDA REPORT
APPOINTMENT ITEMS (5:00 PM)
AGENDA ITEM NO. D.2
DATE: October 7, 2025
TO: City Council
FROM: Ashley Golden, Assistant City Manager, (805) 385-7478, [email protected] SUBJECT: Community Relations Commission Annual Report. (30 minutes)
RECOMMENDATION
That the City Council: 1) Receive the 2025 annual report from the Community Relations Commission; and 2) Present a Proclamation designating October 2025 as "Global Diversity Awareness Month" in the City of Oxnard.
BACKGROUND
The Community Relations Commission (CRC) serves as an advisory body to the City Council focused on community relations issues and needs in the City. Their efforts are focused on promoting mutual understanding and respect among all residents of the city, sharing educational resources that will assist in eliminating discriminatory practices, and serving as an information resource and promoting community events and organizations focused on these efforts.
The CRC is responsible for providing an annual report of activities to the City Council. This live presentation will include highlights of the commission's activities over the past 12 months, showcasing the annual Community Recognition Awards and the various community programs and organizations who provided presentations at the commission meetings.
The CRC will continue to work with local organizations and staff to showcase the valuable work these organizations do in Oxnard to promote mutual understanding and work to discourage and prevent practices of discrimination in all forms.
STRATEGIC PRIORITIES
This agenda item supports the Quality of Life strategy. The purpose of the Quality of Life strategy is to restore and increase quality services and programs that enrich Oxnard's diverse community, promotes safe neighborhoods, encourages community engagement, and supports our residents in their efforts to improve their quality of life.
FINANCIAL IMPACT
There is no financial impact.
COMMITTEE OUTCOME
This item did not originate in Committee.
Prepared by: Martha Guillen, Executive Assistant
ATTACHMENTS
1. 2025 CRC Annual Report
27 COMMUNITY RELATIONS COMMISSION
ANNUAL REPORT TO CITY COUNCIL
2025 Commissioners:
● Khalilah Durias, Chair
● Cynthia Gonzalez, Vice Chair
● Tiffany Lopez
● Meaghan T. Salas
● Helaine Rochelle Stallion
October 7, 2025
28 The Powers & Duties of the CRC are included in the Oxnard City Code and define the focus area of the CRC, including:
• Analyze, define, and investigate community relations issues and needs in the city and advise the city council on matters involving group prejudices, racial tension, intolerance or differences in treatment or favoritism of persons on a basis other than individual merit
• Disseminate information and educational materials and reports that will assist in the elimination of practices involving group prejudices, racial tension, intolerance or differences in treatment or favoritism of persons on a basis other than individual merit • Endorse community events that improve community relations in the city and are consistent with the duties of the community relations commission
The CRC currently has five appointed Commissioners with two vacancies (at large & D4)
ABOUT THE COMMUNITY RELATIONS COMMISSION 2
29 The CRC regularly invites local organizations, City staff, and other groups to showcase the work they do to further the mission of the CRC.
In the past year, the CRC has received the following presentations:
• OPD Drone as a First Responder (DFR) Plan
• EMS Corps Program & Women in Fire Initiative opportunities from Oxnard Fire Department
• History of Cesar Chavez & 2025 Cesar Chavez Memorial Event • City Updates from City Manager Alexander Nguyen
• Fatherhood Summit
• City Enforcement and Issuance of Gun Violence Restraining Orders from City Attorney’s Office
• Efforts to Combat Housing Discrimination from Housing Department
• Update Regarding ICE Raids from Oxnard Police Department • Voting Rights from County Clerk-Recorder Michelle Ascencion CRC PRESENTATIONS & SPEAKERS 3
30 COMMUNITY RECOGNITION AWARDS 4
The Community Recognition Awards recognize deserving
individuals and groups that support the mission of the CRC.
These are recognized annually by the Community Relations Commission in the following categories:
• Community Volunteer
• Youth Volunteer
• Senior Volunteer
• Business
• Non-Profit Organization/Community Group
The 2025 award recipients will be selected at the November CRC meeting.
31 COMMUNITY EVENTS 5
To further the mission of the CRC, Commissioners attend and participate in various community events during the year. This collaboration further educates the CRC members on
community interests and concerns. These events include:
● Insect Festival
● Juneteenth
● Martin Luther King Jr Day
● Immigration Forums
● Various community events and activities
32 THANK YOU
6 33
CITY COUNCIL AGENDA REPORT
CITY COUNCIL/HOUSING AUTHORITY/SUCCESSOR
AGENCY/FINANCING AUTHORITY
BUSINESS/COMMITTEE REPORTS
AGENDA ITEM NO. I.1
DATE: October 7, 2025
TO: City Council and Oxnard Housing Authority
FROM: Luly Lopez, City Clerk, (805) 385-7805, [email protected] SUBJECT: City Council Meeting Schedule. (5 minutes)
RECOMMENDATION
That the City Council conduct a regular meeting on Monday, November 3, 2025 and cancel the meeting currently scheduled for Tuesday, November 4, 2025.
(This item did not originate in Committee.)
Please click the following link to view the required Measure M pre-recorded presentation video: https://youtu.be/7s_5HrIxtl8
BACKGROUND
On September 3, 2024, the Oxnard City Council adopted the 2025 regular meeting schedule for the legislative bodies.
California's Proposition 50, a constitutional amendment, was officially qualified for the ballot when Governor Gavin Newsom signed the authorizing legislation, Senate Bill 280 on August 21, 2025. This action set the measure for a statewide special election on Tuesday, November 4, 2025.
For this reason, staff is recommending that the City Council hold a regular meeting on Monday, November 3, 2025 and cancel the meeting currently scheduled for Tuesday, November 4, 2025. The City Council also has the ability to schedule additional meetings or cancel meetings as necessary.
STRATEGIC PRIORITIES
This agenda item is a routine operational item or does not relate to the five strategic priorities adopted by City Council on March 16, 2021.
FINANCIAL IMPACT
There is no financial impact.
COMMITTEE OUTCOME
This item did not originate in Committee.
Prepared by: Luly Lopez, City Clerk
ATTACHMENTS
1. 2025 City Council Calendar
34 2. City Council Meeting Schedule
35 2025 Oxnard City Council Meetings
City Council (1st & 3rd Tues) Committee (2nd & 4th Tues) Closed Friday Holiday Half-Day Holiday Election Day
JANUARY FEBRUARY MARCH APRIL
S M T W T F S S M T W T F S S M T W T F S S M T W T F S 1 2 3 4 1 1 1 2 3 4 5
5 6 7 8 9 10 11 2 3 4 5 6 7 8 2 3 4 5 6 7 8 6 7 8 9 10 11 12 12 13 14 15 16 17 18 9 10 11 12 13 14 15 9 10 11 12 13 14 15 13 14 15 16 17 18 19 19 20 21 22 23 24 25 16 17 18 19 20 21 22 16 17 18 19 20 21 22 20 21 22 23 24 25 26 26 27 28 29 30 31 23 24 25 26 27 28 23 24 25 26 27 28 29 27 28 29 30 30 31
MAY JUNE JULY AUGUST
S M T W T F S S M T W T F S S M T W T F S S M T W T F S 1 2 3 1 2 3 4 5 6 7 1 2 3 4 5 1 2
4 5 6 7 8 9 10 8 9 10 11 12 13 14 6 7 8 9 10 11 12 3 4 5 6 7 8 9 11 12 13 14 15 16 17 15 16 17 18 19 20 21 13 14 15 16 17 18 19 10 11 12 13 14 15 16 18 19 20 21 22 23 24 22 23 24 25 26 27 28 20 21 22 23 24 25 26 17 18 19 20 21 22 23 25 26 27 28 29 30 31 29 30 27 28 29 30 31 24 25 26 27 28 29 30 31 SEPTEMBER OCTOBER NOVEMBER DECEMBER
S M T W T F S S M T W T F S S M T W T F S S M T W T F S 1 2 3 4 5 6 1 2 3 4 1 1 2 3 4 5 6
7 8 9 10 11 12 13 5 6 7 8 9 10 11 2 3 4 5 6 7 8 7 8 9 10 11 12 13 14 15 16 17 18 19 20 12 13 14 15 16 17 18 9 10 11 12 13 14 15 14 15 16 17 18 19 20 21 22 23 24 25 26 27 19 20 21 22 23 24 25 16 17 18 19 20 21 22 21 22 23 24 25 26 27 28 29 30 26 27 28 29 30 31 23 24 25 26 27 28 29 28 29 30 31 30 Revised 9/23/2025
36 Luly A. López, City Clerk
City Council Meeting Schedule
City Council
October 7, 2025
37 RECOMMENDATION 2
That the City Council conduct a regular
meeting on Monday, November 3, 2025 and
cancel the meeting currently scheduled for
Tuesday, November 4, 2025.
38 3
BACKGROUND
California's Proposition 50, a constitutional
amendment, was officially qualified for the
ballot when Governor Gavin Newsom signed
the authorizing legislation, Senate Bill 280 on
August 21, 2025. This action set the measure
for a statewide special election on Tuesday,
November 4, 2025.
39 ANY QUESTIONS? 4
40 CITY COUNCIL AGENDA REPORT
CITY COUNCIL/HOUSING AUTHORITY/SUCCESSOR
AGENCY/FINANCING AUTHORITY
BUSINESS/COMMITTEE REPORTS
AGENDA ITEM NO. I.2
DATE: October 7, 2025
TO: City Council
FROM: Luly Lopez, City Clerk, (805) 385-7805, [email protected] SUBJECT: League of California Cities Annual Conference Voting Delegate 2025. (5 minutes)
RECOMMENDATION
That the City Council designate a voting delegate and a voting alternate to attend the League of California Cities Annual Conference.
(This item did not originate in Committee.)
Please click the following link to view the required Measure M pre-recorded presentation video: https://youtu.be/Q31udwxPSDU
BACKGROUND
This year's League of California Cities Annual Conference is scheduled for Wednesday, October 8 through Friday, October 10, 2025, at the Long Beach Convention Center. The League's Annual Business meeting will be held at 8:30 a.m. on Friday, October 10. At this meeting, the League members will consider and take action on a resolution that establishes League policy. At the request of the League, and in order to expedite the conduct of business at this policymaking meeting, a City Councilmember from each City is designated as the voting delegate. Only the individual who is the voting delegate (or alternate voting delegates) may sign petitions to initiate a resolution pertaining to League policy.
Each City Council is asked to designate a voting delegate and a voting alternate who will be present at the annual business meeting. League bylaws provide that each city is entitled to one vote in matters affecting municipal or League policy. It has been past practice for the City Council to designate the Mayor as the voting delegate and the Mayor Pro Tem as the voting alternate; however, City Council may choose to designate the voting delegate and alternate differently. This year, Councilwoman Perez and Councilwoman Rodriguez will be the two City representatives attending the conference.
STRATEGIC PRIORITIES
This agenda item is a routine operational item or does not relate to the five strategic priorities adopted by City Council on March 16, 2021.
FINANCIAL IMPACT
This action alone does not require funding.
COMMITTEE OUTCOME
This item did not originate in Committee.
41 Prepared by: Luly Lopez, City Clerk
ATTACHMENTS
1. 2025 Voting Delegate Information Packet
2. League of California Cities Annual Conference Voting Delegate 2025 42 1400 K Street, Suite 400, Sacramento, CA 95814 • 916.658.8200 • calcities.org
DATE: Wednesday, July 16, 2025
TO: Mayors, Council Members, City Clerks, and City Managers RE: DESIGNATION OF VOTING DELEGATES AND ALTERNATES
League of California Cities Annual Conference and Expo, Oct. 8-10, 2025 Long Beach Convention Center
Every year, the League of California Cities convenes a member-driven General Assembly at the Cal Cities Annual Conference and Expo. The General Assembly is an important opportunity where city officials can directly participate in the development of Cal Cities policy.
Taking place on Oct. 10, the General Assembly is comprised of voting delegates appointed by each member city; every city has one voting delegate. Your appointed voting delegate plays an important role during the General Assembly by representing your city and voting on resolutions.
To cast a vote during the General Assembly, your city must designate a voting delegate and up to two alternate voting delegates, one of whom may vote if the designated voting delegate is unable to serve in that capacity. Voting delegates may either be an elected or appointed official.
Action by Council Required. Consistent with Cal Cities bylaws, a city’s voting delegate and up to two alternates must be designated by the city council. Please note that designating the voting delegate and alternates must be done by city council action and cannot be accomplished by individual action of the mayor or city manager alone.
Following council action, please submit your city’s delegates through the online submission portal by Wed., Sept. 24. When completing the Voting Delegate submission form, you will be asked to attest that council action was taken. You will need to be signed in to your My Cal Cities account when submitting the form.
Submitting your voting delegate form by the deadline will allow us time to establish voting delegate/alternate records prior to the conference and provide pre-conference communications with voting delegates.
Conference Registration Required. The voting delegate and alternates must be registered to attend the conference. They need not register for the entire conference; they may register for Friday only. Conference registration is open on the Cal Cities website.
Council Action Advised by September 24, 2025
43 For a city to cast a vote, one voter must be present at the General Assembly and in possession of the voting delegate card and voting tool. Voting delegates and alternates need to pick up their conference badges before signing in and picking up the voting delegate card at the voting delegate desk. This will enable them to receive the special sticker on their name badges that will admit the voting delegate into the voting area during the General Assembly.
Please view Cal Cities’ event and meeting policy in advance of the conference.
Transferring Voting Card to Non-Designated Individuals Not Allowed. The voting delegate card may be transferred freely between the voting delegate and alternates, but only between the voting delegate and alternates. If the voting delegate and alternates find themselves unable to attend the General Assembly, they may not transfer the voting card to another city official.
Seating Protocol during General Assembly. At the General Assembly, individuals with a voting card will sit in a designated area. Admission to the voting area will be limited to the individual in possession of the voting card and with a special sticker on their name badge identifying them as a voting delegate.
The voting delegate desk, located in the conference registration area of the Long Beach Convention Center in Long Beach, will be open at the following times: Wednesday, Oct. 8, 8:00 a.m.-6:00 p.m. and Thursday, Oct. 9, 7:30 a.m.-4:00 p.m. On Friday, Oct. 10, the voting delegate desk will be open at the General Assembly, starting at 7:30 a.m., but will be closed during roll calls and voting.
The voting procedures that will be used at the conference are attached to this memo.
Please share these procedures and this memo with your council and especially with the individuals that your council designates as your city’s voting delegate and alternates.
Once again, thank you for submitting your voting delegate and alternates by Wednesday, Sept. 24. If you have questions, please contact Zach Seals at [email protected].
Attachments:
• General Assembly Voting Guidelines
• Information Sheet: Cal Cities Resolutions and the General Assembly 44 1400 K Street, Suite 400, Sacramento, CA 95814 • 916.658.8200 • calcities.org General Assembly Voting Guidelines
1. One City One Vote. Each member city has a right to cast one vote on matters pertaining to Cal Cities policy.
2. Designating a City Voting Representative. Prior to the Cal Cities Annual Conference and Expo, each city council may designate a voting delegate and up to two alternates; these individuals are identified on the voting delegate form provided to the Cal Cities Credentials Committee.
3. Registering with the Credentials Committee. The voting delegate, or alternates, may pick up the city's voting card at the voting delegate desk in the conference registration area. Voting delegates and alternates must sign in at the voting delegate desk. Here they will receive a special sticker on their name badge and thus be admitted to the voting area at the General Assembly.
4. Signing Initiated Resolution Petitions. Only those individuals who are voting delegates (or alternates), and who have picked up their city’s voting card by providing a signature to the credentials committee at the voting delegate desk, may sign petitions to initiate a resolution.
5. Voting. To cast the city's vote, a city official must have in their possession the city's voting card and voting tool; and be registered with the credentials committee. The voting card may be transferred freely between the voting delegate and alternates but may not be transferred to another city official who is neither a voting delegate nor alternate.
6. Voting Area at General Assembly. At the General Assembly, individuals with a voting card will sit in a designated area. Admission to the voting area will be limited to the individual in possession of the voting card and with a special sticker on their name badge identifying them as a voting delegate.
7. Resolving Disputes. In case of dispute, the credentials committee will determine the validity of signatures on petitioned resolutions and the right of a city official to vote at the General Assembly.
45 Sixty days before the
Annual Conference
and Expo, Cal Cities
members may submit
policy proposals on
issues of importance
to cities. The resolution must
have the concurrence of at least
five additional member cities or
individual members.
How it works: Cal Cities
Resolutions and the General Assembly
General Assembly
General Resolutions Policy Committees
Developing League of California Cities policy is a dynamic process that engages a wide range of members to ensure Cal Cities represents cities with one voice. These policies directly guide Cal Cities’ advocacy to promote local decision-making, and lobby against statewide policies that erode local control.
The resolutions process and General Assembly is one way that city officials can directly participate in the development of Cal Cities policy. If a resolution is approved at the General Assembly, it becomes official Cal Cities policy. Here’s how resolutions and the General Assembly work.
The petitioned
resolution is an
alternate method
to introduce policy
proposals during
the annual conference. The
petition must be signed by
voting delegates from 10% of
member cities, and submitted to
the Cal Cities President at least
24 hours before the beginning
of the General Assembly.
Petitioned Resolutions
The Cal Cities
President assigns
general resolutions
to policy committees
where members
review, debate, and recommend
positions for each policy proposal.
Recommendations are forwarded
to the Resolutions Committee.
Who’s who
The Resolutions Committee
includes representatives
from each Cal Cities
diversity caucus, regional
division, municipal
department, and policy
committee, as well as
individuals appointed by
the Cal Cities president.
Voting delegates
are appointed by each
member city; every city
has one voting delegate.
The General Assembly is a
meeting of the collective
body of all voting
delegates —one from
every member city.
Seven policy committees
meet throughout the year
to review and recommend
positions to take on bills
and regulatory proposals.
Policy committees include
members from each Cal
Cities diversity caucus,
regional division, and
municipal department,
as well as individuals
appointed by the Cal
Cities president.
During the General Assembly, voting delegates
debate and consider general and petitioned
resolutions forwarded by the Resolutions
Committee. Potential Cal Cities bylaws
amendments are also considered at this meeting.
Cal Cities policy
development is a memberinformed process,
grounded in the voices and
experiences of city officials
throughout the state.
For more information visit www.calcities.org/general-assembly Prior to the Annual Conference and Expo
Resolutions Committee
The Resolutions
Committee considers
all resolutions. General
Resolutions approved1 by
either a policy committee
or the Resolutions Committee are next
considered by the General Assembly.
General resolutions not approved, or
referred for further study by both a
policy committee and the Resolutions
Committee do not go to the General
Assembly. All Petitioned Resolutions
are considered by the General
Assembly, unless disqualified.2
During the Annual Conference and Expo
1 The Resolution Committee can amend a general resolution prior to sending it to the General Assembly. 2 Petitioned Resolutions may be disqualified by the Resolutions Committee according to Cal Cities Bylaws Article VI. Sec. 5(f). 46 Luly A. López, City Clerk
League of California Cities Annual
Conference Voting Delegate 2025
City Council
October 7, 2025
47 RECOMMENDATION 2
That the City Council designate a voting
delegate and a voting alternate to attend the
League of California Cities Annual Conference.
48 3
BACKGROUND
This year's League of California Cities Annual Conference is scheduled for Wednesday, October 8 through Friday, October 10, 2025, at the Long Beach Convention Center. The League's Annual Business meeting will be held at 8:30 a.m. on Friday, October 10 and League members consider and take action on a resolution that establishes League policy.
At the request of the League, and in order to expedite the conduct of business at this policy-making meeting, a City Councilmember from each City is designated as the voting delegate. Only the individual who is the voting delegate (or alternate voting delegates) may sign petitions to initiate a resolution pertaining to League policy.
This year, Councilwoman Perez and Councilwoman Rodriguez will be the two City representatives attending the conference.
49 ANY QUESTIONS? 4
50 CITY COUNCIL AGENDA REPORT
CITY COUNCIL/HOUSING AUTHORITY/SUCCESSOR
AGENCY/FINANCING AUTHORITY
BUSINESS/COMMITTEE REPORTS
AGENDA ITEM NO. I.3
DATE: October 7, 2025
TO: City Council, Community Development Commission Successor Agency, Financing Authority, and Housing Authority Board
FROM: Luly Lopez, City Clerk, (805) 385-7805, [email protected] SUBJECT: 2026 Regular Meeting Schedule for Legislative Bodies. (5 minutes)
RECOMMENDATION
That the City Council, Community Development Commission Successor Agency, Financing Authority, and Housing Authority adopt the proposed regular meeting dates for the calendar year 2026. (This item did not originate in Committee.)
Please click the following link to view the required Measure M pre-recorded presentation video: https://youtu.be/1R_S3yTb0I8
BACKGROUND
On November 13, 2018, the City Council adopted Ordinance No. 2949 amending Chapter 2, Article 1, Section 2-1 and adding Section 2-1.1 to the City Code regarding the regular City Council meeting schedule and establishing City Council committees, to take effect January 1, 2019. Per Oxnard City Code Section 2-1, the City Council will meet the first and third Tuesdays of the month. Per Oxnard City Code Section 2-1.1, City Committees will meet the second and fourth Tuesdays of the month. The Council has the ability to schedule additional meetings or cancel meetings as necessary.
Staff proposes the following regular meeting dates for the City Council, Community Development Commission Successor Agency, Financing Authority, and Housing Authority for calendar year 2026:
January 6 and 20
February 3 and 17
March 3 and 17
April 7, 21 and 30
May 5 and 19
June 1, 16 and 30
July 7, 21 and 30
September 1 and 15
October 6 and 20
November 17
December 1 and 15
Staff proposes the following regular meeting dates for the City Council Committees for calendar year 2026:
January 13 and 27
February 10 and 24
March 10 and 24
51 April 14 and 28
May 12 and 26
June 9 and 23
July 14 and 28
September 8 and 22
October 13 and 27
November 10 and 24
December 8 and 22
The Tuesdays on which the Council would not meet, along with the reasons, are listed below:
June 2 - Statewide primary election
August 4, 11, 18 and 25 - Council recess the month of August November 3 - Election Day
December 29 - day before holidays
This schedule results in a total of 24 City Council meetings and 22 meetings of the City Council Committtees for the 2026 calendar year. The Council has the ability to schedule additional special meetings as needed.
Per Oxnard City Code Section 2-1.2, Council meetings open sessions shall commence no earlier than 5:00 p.m. As set forth in the Council Procedures Manual, public hearings are scheduled to commence at 6:15 p.m., unless otherwise approved by the Council. Closed sessions generally start as early as 4:30 p.m., as needed.
Residents are invited to participate in the Council and Committee meetings in person or virtually. These meetings are also televised on Spectrum, Channel 10 and Frontier Communications, Channel 35. Finally, residents have access to these public meetings via the City's webpage or YouTube, both in real time and archived following the meetings at www.oxnard.gov/city-meetings.
STRATEGIC PRIORITIES
This agenda item is a routine operational item or does not relate to the five strategic priorities adopted by City Council on March 16, 2021.
FINANCIAL IMPACT
There is no financial impact.
COMMITTEE OUTCOME
This item did not originate in Committee.
Prepared by: Luly Lopez, City Clerk
ATTACHMENTS
1. 2026 Calendar revised September 30th with changes
2. City Council Meeting Schedule 2026 presentation
52 City Council (1st and 3rd Tues) Committee (2nd & 4th Tues) Closed Friday Half-Day Holiday Election Day
Su M Tu W Th F Sa Su M Tu W Th F Sa Su M Tu W Th F Sa Su M Tu W Th F Sa 1 2 3 1 2 3 4 5 6 7 1 2 3 4 5 6 7 1 2 3 4
4 5 6 7 8 9 10 8 9 10 11 12 13 14 8 9 10 11 12 13 14 5 6 7 8 9 10 11 11 12 13 14 15 16 17 15 16 17 18 19 20 21 15 16 17 18 19 20 21 12 13 14 15 16 17 18 18 19 20 21 22 23 24 22 23 24 25 26 27 28 22 23 24 25 26 27 28 19 20 21 22 23 24 25 25 26 27 28 29 30 31 29 30 31 26 27 28 29 30
Su M Tu W Th F Sa Su M Tu W Th F Sa Su M Tu W Th F Sa Su M Tu W Th F Sa 1 2 1 2 3 4 5 6 1 2 3 4 1
3 4 5 6 7 8 9 7 8 9 10 11 12 13 5 6 7 8 9 10 11 2 3 4 5 6 7 8 10 11 12 13 14 15 16 14 15 16 17 18 19 20 12 13 14 15 16 17 18 9 10 11 12 13 14 15 17 18 19 20 21 22 23 21 22 23 24 25 26 27 19 20 21 22 23 24 25 16 17 18 19 20 21 22 24 25 26 27 28 29 30 28 29 30 26 27 28 29 30 31 23 24 25 26 27 28 29 31 30 31
Su M Tu W Th F Sa Su M Tu W Th F Sa Su M Tu W Th F Sa Su M Tu W Th F Sa 1 2 3 4 5 1 2 3 1 2 3 4 5 6 7 1 2 3 4 5
6 7 8 9 10 11 12 4 5 6 7 8 9 10 8 9 10 11 12 13 14 6 7 8 9 10 11 12 13 14 15 16 17 18 19 11 12 13 14 15 16 17 15 16 17 18 19 20 21 13 14 15 16 17 18 19 20 21 22 23 24 25 26 18 19 20 21 22 23 24 22 23 24 25 26 27 28 20 21 22 23 24 25 26 27 28 29 30 25 26 27 28 29 30 31 29 30 27 28 29 30 31
Revised 9/30/2025
Holiday
November December
July
2026 Oxnard City Council Meetings
August
April
May June
September
January February March
October
53 Luly A. López, City Clerk
2026 Regular Meeting Schedule
for Legislative Bodies
City Council
October 7, 2025
54 RECOMMENDATION 2
That the City Council, Community
Development Commission
Successor Agency, Financing
Authority, and Housing Authority
adopt the proposed regular meeting
dates for the calendar year 2026.
55 3
BACKGROUND
On November 13, 2018, the City Council adopted Ordinance No. 2949 amending Chapter 2, Article 1, Section 2-1 and adding Section 2-1.1 to the City Code regarding the regular City Council meeting schedule and establishing City Council committees, to take effect January 1, 2019.
Per Oxnard City Code Section 2-1 and 2-1.1, the City Council will meet the first and third Tuesdays and City Committees will meet the second and fourth Tuesdays of the month. The Council has the ability to schedule additional meetings or cancel meetings as necessary.
56 4
BACKGROUND
57 ANY QUESTIONS? 5
58 CITY COUNCIL AGENDA REPORT
INFORMATION/CONSENT AGENDA
AGENDA ITEM NO. L.1
DATE: October 7, 2025
TO: City Council and Oxnard Housing Authority
FROM: Luly Lopez, City Clerk, (805) 385-7805, [email protected] SUBJECT: Approval of Minutes.
RECOMMENDATION
That the City Council approve the regular meeting minutes for July 15 and September 16, 2025.
That the Oxnard Housing Authority Board of Commissioners approve the minutes for July 15, July 29, September 2 and September 16, 2025.
BACKGROUND
On July 29, 2025, the City Council approved the regular meeting minutes for July 15, 2025; however, I noticed that the information/consent item nos. 4 and 8 were omitted from the minutes. For that reason, I am asking that the City Council reapprove the July 15, 2025 minutes.
STRATEGIC PRIORITIES
This agenda item is a routine operational item or does not relate to the five strategic priorities adopted by City Council on March 16, 2021.
FINANCIAL IMPACT
There is no financial impact.
COMMITTEE OUTCOME
This item did not originate in Committee.
Prepared by: Luly Lopez, City Clerk
ATTACHMENTS
1. City Council meeting of July 15 2025 (2)
2. City Council meeting of September 16, 2025
3. Housing Authority meeting of July 15 2025
4. Housing Authority meeting of July 29 2025
5. Housing Authority meeting of September 2 2025
6. Housing Authority meeting of September 16, 2025
59 MINUTES
OXNARD CITY COUNCIL
Regular Meeting
July 15, 2025
A. ROLL CALL, POSTING OF AGENDA
At 4:32 p.m., Mayor Luis A. Mc Arthur presided and called to order the regular meeting of the Oxnard City Council convened in the Council Chambers at 305 West Third Street, Oxnard, California. Councilmembers Luis A. Mc Arthur; Bert E. Perello; Gabriela Rodriguez; Aaron Starr and Gabriel Teran were present. Councilwoman Michaela Perez joined the meeting virtually. The City Clerk stated that the agenda was posted on Wednesday, July 2, 2025 and the amended agenda on Thursday, July 10, 2025 at the Library, City Hall kiosk, City Administrative Offices and on the website.
Staff members present were Alexander Nguyen, City Manager, Ashley Golden, Assistant City Manager; Stephen Fischer, City Attorney; Steve Naveau, Human Resources Director; Javier Chagoyen-Lázaro, Chief Financial Officer; Brenda Lopez, Interim Housing Director; Albert Ramirez, Assistant Housing Director and Lourdes A. López, City Clerk.
CONSIDERATION OF TELECONFERENCE PARTICIPATION PURSUANT TO ASSEMBLY BILL 2449
B. PUBLIC COMMENTS ON CLOSED SESSION ITEMS
No public comments were received. At 4:35 p.m., the City Council recessed to a closed session.
At 4:58 p.m. Councilwoman Gabriela Basua was present.
At 6:15 p.m., the City Council reconvened in an open session in the Council Chambers. City Attorney announced that no reportable actions resulted from the closed session.
C. CLOSED SESSION (4:30 PM)
1. CONFERENCE WITH LABOR NEGOTIATORS—(Government Code section 54957.6) Agency designated representatives: Ashley Golden, Assistant City Manager and Steve Naveau, Director of Human Resources
Employee organizations: Service Employees International Union CTW, CLC, Local 721 (SEIU Local 721); International Union of Operating Engineers AFL-CIO, Local No. 501 (IUOE Local 501); Oxnard Mid-Managers Association (OMMA); International Association of Firefighters, AFL-CIO (IAFF), Local 1684 Legislative Body: City Council
2. CONFERENCE WITH REAL PROPERTY NEGOTIATORS—(Government Code section 54956.8)
Property: Property designated as APN 132-0-33-010 located between U.S. 101 and Riverpark Boulevard, west of the East Vineyard Avenue and Riverpark Boulevard intersection
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Agency Negotiator: Brenda Lopez, Interim Housing Director Negotiating Party: Dynamic Retail Partners, LLC
Under Negotiation: Price and terms of payment
Legislative Body: City Council
3. CONFERENCE WITH LEGAL COUNSEL—EXISTING LITIGATION (Government Code Section 54956.9(d)(1))
Name of case: Salvador Olea Rodriguez v. City of Oxnard Workers' Compensation Case No.: ADJ18967126
Legislative Body: City Council
4. CONFERENCE WITH LEGAL COUNSEL—EXISTING LITIGATION (Government Code Section 54956.9(d)(1))
Name of case: David Walker v. City of Oxnard
Workers' Compensation Case Nos.: ADJ14083086 and ADJ15688978 Legislative Body: City Council
5. CONFERENCE WITH LEGAL COUNSEL—EXISTING LITIGATION (Government Code Section 54956.9(d)(1))
Name of case: Bo Espinoza v. City of Oxnard
Workers' Compensation Case Nos.: ADJ19938324, ADJ19938325, and ADJ19938326 Legislative Body: City Council
D. OPENING CEREMONIES (6:00 PM)
At 6:16 p.m., Mayor Luis A. Mc Arthur presided and called to order the regular meeting of the Oxnard City Council concurrently with the Oxnard Housing Authority in the City Hall Council Chambers at 305 W. Third Street, Oxnard, California. Councilmembers Gabriela Basua, Luis Mc Arthur, Bert E. Perello, Gabriela Rodriguez, Aaron Starr and Gabriel Teran were present.
Councilwoman Michaela Perez joined the meeting virtually. The City Clerk stated that the agenda was posted on Wednesday, July 2, 2025 and the amended agenda on Thursday, July 10th at the Library, City Hall kiosk, City Administrative Offices and on the website.
The meeting opened with the pledge of allegiance to the flag of the United States led by Councilwoman Rodriguez, followed by a moment of silence in honor of Jaime Alanis Garcia and all that is happening around our country.
Staff members present were Alexander Nguyen, City Manager; Ashley Golden, Assistant City Manager; Stephen Fischer, City Attorney; Kenneth Rozell, Chief Assistant City Attorney; Andrew Gonzalez, Deputy City Attorney; Mira Saleh, Deputy City Attorney; Javier ChagoyenLázaro, Chief Financial Officer; Michael Wolfe, Public Works Director; Anthony Miller, Special Districts Manager; Jason Benites, Police Chief; Dale McAlpine, Police Commander; Andrew Dickinson, Code Compliance Manager and Lourdes A. López, City Clerk. 61 JULY 15, 2025 OXNARD CITY COUNCIL PAGE 3
E. CEREMONIAL ITEMS
F. PUBLIC COMMENTS ON ITEMS NOT ON THE AGENDA AND NON-ACTION ITEMS Public comments were received from Martina Gallegos (various issues); Ava Schmidt (national night out); Paul Scott (fireworks); Fabio Vitale (fireworks); Ray Blattel (fireworks); Dalilah and Emily (Ventura County fair poster); Victor Solis (recent ICE events); Veronica Miranda (recent ICE incident); Doug Partello (fireworks); Leonard Castillo (SEIU); Ren Studinarz (SEIU); Adriana Olivas (SEIU); Emily Santiago (Glass Farm incident); Cynthia Salas (prevention plan); KC Roadriguez; Elidet Reyes Bordon; Greg Runyon (events that transpired); Vanessa Valdez (Glass House incident); Angela Garcia (Glass House incident); Odette Moran (Glass Farm incident); Red Wolf; Julie Pena; Juan Carlos Villagomez (recent ICE incident); Alex Auclair (donations; Eric Andrist (video).
G. REPORT OF CITY MANAGER/EXECUTIVE DIRECTOR/SECRETARY
H. CITY COUNCIL BUSINESS/COMMITTEE REPORTS
The members of the Council provided brief announcements regarding their various activities.
Councilwoman Perez requested that we have a vetted, credible immigration expert or entity come in person to a future City Council meeting with legal resources and Know-Your-Rights information. She also requests that the City join the City of Los Angeles in their lawsuit against the DHS.
1. City Clerk Department
SUBJECT: Appointment of a Member to Serve on the City's Citizen Advisory Groups (CAGs). (5 minutes)
RECOMMENDATION: That the Mayor, with the approval of the City Council, appoint Henry Barcena to the Planning Commission representing District 3. (This item did not originate in Committee.)
Public comment was received from Henry Barcena. Discussion ensued among the Council.
It was moved by Mayor Mc Arthur, seconded by Councilmember Perello, to approve the appointment of Henry Barcena to the Planning Commission. VOTE: Mc Arthur, Perello, Perez, Rodriguez, Starr, Teran and Basua voted in favor; motion carried 7-0.
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I. REVIEW OF INFORMATION/CONSENT AGENDA
The City Clerk announced that Item K-1, City Council minutes of July 1, 2025 were being removed from the agenda and will be rescheduled.
Item Nos. K-3 and K-6 were discussed among the Council and staff.
J. PUBLIC COMMENTS ON INFORMATION/CONSENT AGENDA
Public comments were received from Greg Runyon (K-3); Dawn Durazo (K-6); Maria Navarro (K-6); Barbara Macri-Ortiz (K-6); Olivia Lopez (K-6); Yoselyn Gomez (K-6); Jocelyn Lucas (K-6) and Marbely Cruz (K-6).
K. INFORMATION/CONSENT AGENDA
1. City Clerk Department
SUBJECT: Approval of Minutes.
RECOMMENDATION: That the City Council approve the minutes of the June 26, and July 1, 2025 regular meeting as presented.
2. City Manager Department
SUBJECT: List of City Manager Approved Contracts - Informational Only.
RECOMMENDATION: That the City Council receive and file the list of City Manager approved contracts for the period December 6, 2024 through June 30, 2025. (This item did not originate in Committee.)
3. Community Development Department
SUBJECT: Planning Commission Stipend Ordinance.
RECOMMENDATION: That the Oxnard City Council:
Adopt Ordinance 3064 titled “AN ORDINANCE OF THE CITY OF OXNARD, CALIFORNIA AMENDING CHAPTER 2 ARTICLE II DIVISION 7 SECTIONS 2-96 AND 2-97 OF THE OXNARD CITY CODE ESTABLISHING A STIPEND FOR SERVICE ON THE OXNARD PLANNING COMMISSION”
(The Finance & Governance Committee approved 2-1 on March 11, 2025.)
4. Community Development Department
SUBJECT: Private Parking Ordinance.
RECOMMENDATION: That the Oxnard City Council:
RECOMMENDATION: That the City Council:
Adopt Ordinance No. 3063 titled “AN ORDINANCE OF THE CITY COUNCIL OF 63 JULY 15, 2025 OXNARD CITY COUNCIL PAGE 5
THE CITY OF OXNARD ADDING DIVISION 3 TO ARTICLE IV OF CHAPTER 8 OF THE OXNARD CITY CODE REGARDING PRIVATE PARKING; FILED BY CITY OF OXNARD, COMMUNITY DEVELOPMENT DEPARTMENT, 214 SOUTH C STREET, OXNARD, CA, 93030.”
(The Community Services, Public Safety, Housing & Development Committee approved 3-0 on May 13, 2025.)
6. Housing Department
SUBJECT: Adoption of the Tenant Anti-Harassment Ordinance.
RECOMMENDATION: That the City Council adopt Ordinance 3057 titled:
ORDINANCE OF THE CITY OF OXNARD, CALIFORNIA, ADDING ARTICLE III TO CHAPTER 27 OF THE OXNARD CITY CODE ESTABLISHING TENANT ANTIHARASSMENT PROTECTIONS (The Community Services, Public Safety, Housing & Development Committee approved 3-0 on March 25, 2025.)
7. Public Works Department
SUBJECT: Annual Purchase Orders with Astra Backflow, Inc. for Backflow Equipment and Supplies.
RECOMMENDATION: The City Council approve and authorize the Purchasing Agent to execute annual purchase orders with Astra Backflow, Inc. (Astra) for an initial term of one year from July 1, 2025, to June 30, 2026, with an option for four consecutive one-year period extensions ending June 30, 2030, for a total contract amount not to exceed $860,000 for backflow equipment and supplies.
(Public Works and Transportation Committee approved 3-0 on June 24, 2025)
8. Public Works Department
SUBJECT: Public Project Agreement 32600023 with BSN Construction Inc. for Asphalt Repairs in Multiple Neighborhood Locations, Specification No. PW 25-107.
RECOMMENDATION: That the City Council approve and authorize the Mayor to execute an Agreement with BSN Construction Inc., in the amount of $504,768 for the Project and approve a Project contingency amount of $50,477 (~10%) for a total not to exceed value of $555,245 for the Project.
(Public Works and Transportation Committee approved 3-0 on June 24, 2025)
9. Public Works Department
SUBJECT: Agreement 32600002 with Pirate California Holdings, LLC dba Pirate Staffing for Temporary and Supplemental Labor Services at the Del Norte Regional Recycling and Transfer Station.
RECOMMENDATION: That the City Council approve and authorize the Mayor to execute an agreement with Pirate California Holdings, LLC dba Pirate Staffing with an initial term of three years from July 16, 2025 through July 15, 2028, with an option for two 64 JULY 15, 2025 OXNARD CITY COUNCIL PAGE 6
one-year extensions ending July 15, 2030 for a total amount not to exceed $1,250,000, for temporary and supplemental labor services at the Del Norte Regional Recycling and Transfer Station (Del Norte).
(Public Works and Transportation Committee approved 3-0 on June 24, 2025)
10. Public Works Department
SUBJECT: Agreement 32500487 with Cragoe Pest Services, Inc. for Landscape Pest Control Services.
RECOMMENDATION: That the City Council approve and authorize the Mayor to execute an agreement with Cragoe Pest Services, Inc. with an initial term of three years from July 16, 2025 to July 15, 2028, with an option for two consecutive one-year period extensions ending July 15, 2030, and for a total amount not to exceed $660,000 for landscape pest control services at City parks and other City landscaped areas. (Public Works and Transportation Committee approved 3-0 on June 24, 2025)
11. Cultural & Community Services Department
SUBJECT: Ordinance Revising the Cultural Arts Commission Powers & Duties.
RECOMMENDATION: That the City Council adopt Ordinance 3061 titled:
"ORDINANCE OF THE CITY OF OXNARD, CALIFORNIA, AMENDING SECTION 2-131 TO THE OXNARD CITY CODE UPDATING THE POWERS AND DUTIES OF THE CULTURAL ARTS COMMISSION"
Consent Items K-1, K-2, K-4, K-7, K-8, K-9, K-10, and K-11 It was moved by Mayor Pro Tem Teran, seconded by Councilwoman Rodriguez, to approve the Information/Consent item as presented (with the removal of the City Council minutes of July 1, 2025). VOTE: Perello, Perez, Rodriguez, Starr, Teran, Basua and Mc Arthur voted in favor; motion carried 7-0.
OXNARD HOUSING AUTHORITY
At 8:55 p.m., the joint meeting with the Oxnard Housing Authority concluded.
Consent Item K-3
It was moved by Mayor Pro Tem Teran, seconded by Councilmember Perello, to approve the Information/Consent K-3 item as presented. VOTE: Perez, Rodriguez, Teran, Basua, Mc Arthur and Perello voted in favor; motion carried 6-1 with Councilman Starr voting no.
Consent Item K-6
It was moved by Mayor Mc Arthur, seconded by Councilwoman Basua, to approve the Information/Consent K-6 item as presented. VOTE: Rodriguez, Teran, Basua, Mc Arthur, Perello and Perez voted in favor; motion carried 6-1 with Councilman Starr voting no. 65 JULY 15, 2025 OXNARD CITY COUNCIL PAGE 7
It was moved by Mayor Pro Tem Teran, seconded by Councilmember Perello, to extend the meeting past 10:00 p.m. VOTE: Basua, Mc Arthur, Perello, Perez, Rodriguez, Starr and Teran voted in favor; the motion carried 7-0.
RECESS
At 9:43 p.m., the City Council recessed and at 9:53 p.m., the City Council reconvened.
L. PUBLIC HEARINGS
1. Public Works Department
SUBJECT: Public Hearing and Election on Modification of the City of Oxnard Community Facilities District No. 9 (Northshore at Mandalay Bay) and Approval of Amendment to Funding and Acquisition Agreement. (20 minutes) RECOMMENDATION: That the City Council, acting as the legislative body of the City of Oxnard Community Facilities District No. 9 (Northshore at Mandalay Bay):
1. Hold a public hearing to receive public testimony regarding the proposed changes to Community Facilities District No. 9 (Northshore at Mandalay Bay);
2. Adopt Resolution No. 15,995 Calling a Special Election to Modify the Rate and Method of Apportionment of the Special Tax Relating to the City of Oxnard Community Facilities District No. 9 (Northshore at Mandalay Bay), Increase Certain Special Tax Rates, Add a New Special Tax, Increase the Maximum Bonded Indebtedness, and Revise the Appropriations Limit of Said Community Facilities District;
3. Conduct an Election;
4. Adopt Resolution No. 15,996 Canvassing the Results of the Change Proceedings Election Held within the City of Oxnard Community Facilities District No. 9 (Northshore at Mandalay Bay); and
5. Adopt Resolution No. 15,997 of Approving Certain Modifications to the City of Oxnard Community Facilities District No. 9 (Northshore At Mandalay Bay), and Approving the Execution and Delivery of An Amendment to Funding and Acquisition Agreement A-8376 in Connection Therewith.
The City Clerk announced the affidavit of publication published in Vida Newspaper on July 3, 2025 in accordance with the Mello-Roos Community Facilities Act of 1982 and stated there were no written communications received on this item.
The Public Works Director and Special Districts Manager were available to answer questions. Discussion ensued among the Council and staff.
Mayor Mc Arthur opened the public testimony portion of the public hearing.
No public comments were received.
Without objection, the Council approved closing the public testimony portion of the public hearing.
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Discussion ensued among the Council and staff. Bill Myers representative for the developer Fifth Harbor Owner presented and answered questions from the Council as they relate to the non-profit.
Resolution Calling a Special Election to Modify the Rate and Method of Apportionment
It was moved by Councilmember Perello, seconded by Councilwoman Rodriguez, to approve the recommended action. VOTE: Teran, Basua, Mc Arthur, Perello, Perez and Rodriguez voted in favor; the motion carried 6-1 with Councilman Starr voting no.
The City Clerk tabulated the ballots and announced 100% in support of the propositions.
Resolution Canvassing the Results of the Election
It was moved by Councilwoman Basua, seconded by Mayor Pro Tem Teran, to approve the recommended action. VOTE: Basua, Mc Arthur, Perello, Perez, Rodriguez and Teran voted in favor; the motion carried 6-1 with Councilman Starr voting no.
Resolution of Change Approving the Modifications
It was moved by Mayor Pro Tem Teran, seconded by Councilwoman Basua, to approve the recommended action. VOTE: Mc Arthur, Perello, Perez, Rodriguez, Teran and Basua voted in favor; the motion carried 6-1 with Councilman Starr voting no.
M. REPORTS
1. Public Works Department
SUBJECT: Adoption of Resolution Establishing a Maintenance and Funding Policy for Landscape Maintenance Districts for the City of Oxnard. (30 minutes) RECOMMENDATION: That the City Council Adopt Resolution No. 15,998 Establishing a Maintenance and Funding Policy for Landscape Maintenance Districts managed by the City of Oxnard.
(Public Works and Transportation Committee approved 3-0 on March 25, 2025) At 10:10 p.m. Mayor Mc Arthur (LMD 54) and Councilmember Perello (LMD 13) recused themselves because they live within an LMD. Councilman Starr recused himself because of his employer located in LMD 30. All three Councilmembers left the dias.
Mayor Pro Tem Teran presided. No public comments were received. The Public Works Director and Special Districts Manager were available to answer questions. Discussion ensued among the Council and staff.
It was moved by Councilwoman Basua, seconded by Councilwoman Rodriguez, to approve the recommended action. VOTE: Basua, Perez, Rodriguez and Teran voted in favor; motion carried 4-0-3 with Councilmembers Perello (LMD No. 13), Mc Arthur (LMD No. 52) and Starr (LMD No. 30) recusing themselves because of conflict of interests. 67 JULY 15, 2025 OXNARD CITY COUNCIL PAGE 9
At 10:18 p.m., Mayor Mc Arthur presided and Councilmember Perello and Councilman Starr were present.
2. Public Works Department
SUBJECT: Response to Grand Jury Report - Prioritizing Best Practice Street Maintenance. (10 minutes)
RECOMMENDATION: That the City Council authorize the Mayor to sign on behalf of the City Council, the City of Oxnard’s response to the 2024-2025 Ventura County Grand Jury Report - Prioritizing Best Practice Street Maintenance. (This item did not originate in Committee.)
No public comments were received. The Public Works Director was available to answer questions. Discussion ensued among the Council and staff.
It was moved by Councilmember Perello, seconded by Councilwoman Rodriguez, to approve the recommended action. VOTE: Mc Arthur, Perello, Perez, Rodriguez, Teran and Basua voted in favor; motion carried 6-1 with Councilman Starr voting no.
3. City Attorney Department
SUBJECT: Prohibition of Nitrous Oxide Ordinance. (10 minutes) RECOMMENDATION: That the City Council approve the first reading by title only and waive further reading of the proposed Ordinance No. 3065 titled:
“ORDINANCE OF THE CITY OF OXNARD, CALIFORNIA, ADDING ARTICLE XXVII TO CHAPTER 7 TO THE OXNARD CITY CODE PERTAINING TO THE PROHIBITION OF NITROUS OXIDE.”
(The Community Services, Public Safety, Housing & Development Committee approved 3-0 on June 24, 2025.)
No public comments were received. Written comments were received from Arielle, Brian Schumacher, Yaderi Salazar, Heather Schmidt, Esperanza Gómez and Vicky Gonzales.
Deputy City Attorney Gonzalez and Commander McAlpine were available to answer questions. Discussion ensued among the Council and staff.
It was moved by Councilmember Perello, seconded by Mayor Pro Tem Teran, to approve the recommended action. VOTE: Perello, Perez, Rodriguez, Teran, Basua and Mc Arthur voted in favor; motion carried 6-1 with Councilman Starr voting no.
4. City Attorney Department
SUBJECT: Disposal of Confiscated, Impounded And Unclaimed Property Ordinance. (10 minutes)
68 JULY 15, 2025 OXNARD CITY COUNCIL PAGE 10
RECOMMENDATION: That the City Council approve the first reading by title only and waive further reading of the proposed Ordinance No. 3066 titled:
“ORDINANCE OF THE CITY OF OXNARD, CALIFORNIA, AMENDING ARTICLE III OF CHAPTER 7 OF THE OXNARD CITY CODE REGARDING DISPOSAL OF CONFISCATED, IMPOUNDED AND UNCLAIMED PROPERTY.”
(The Community Services, Public Safety, Housing & Development Committee approved 3-0 on June 24, 2025.)
No public comments were received. Deputy City Attorney Gonzalez and Code Compliance Manager were available to answer questions. Discussion ensued among the Council and staff.
It was moved by Councilman Starr, seconded by Councilwoman Rodriguez, to approve the recommended action. VOTE: Perez, Rodriguez, Starr, Teran, Basua, Mc Arthur and Perello voted in favor; motion carried 7-0.
5. City Attorney Department
SUBJECT: Regulation of Skateboard Parks. (10 minutes)
RECOMMENDATION: That the City Council approve the first reading by title only and waive further reading of an Ordinance No. 3067 titled:
"AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF OXNARD ADDING ARTICLE XXVIII TO CHAPTER 7 OF THE OXNARD CITY CODE PERTAINING TO THE REGULATION OF CITY SKATEBOARD PARKS."
(The Community Services, Public Safety, Housing & Development Committee approved 3-0 on June 24, 2025.)
No public comments were received. Deputy City Attorney Saleh was available to answer questions. Discussion ensued among the Council and staff.
It was moved by Councilman Starr, seconded by Mayor Pro Tem Teran, to approve the recommended action. VOTE: Perez, Rodriguez, Starr, Teran, Basua, Mc Arthur and Perello voted in favor; motion carried 7-0.
N. ADJOURNMENT
There being no further business on the agenda, and without objection, Mayor Mc Arthur adjourned the meeting at 11:35 p.m.
________________________________ _____________________________ LOURDES A. LÓPEZ LUIS A. MC ARTHUR
City Clerk Mayor
69 MINUTES
OXNARD CITY COUNCIL
Regular Meeting
September 16, 2025
A. ROLL CALL, POSTING OF AGENDA
At 5:01 p.m., Mayor Luis A. Mc Arthur presided and called to order the regular meeting of the Oxnard City Council in the City Hall Council Chambers at 305 W. Third Street, Oxnard, California. Councilmembers Gabriela Basua (arrived at 5:08 p.m.), Luis A. Mc Arthur, Bert E. Perello, Michaela Perez, Gabriela Rodriguez (arrived at 5:10 p.m.), Aaron Starr and Gabriel Teran were present. The City Clerk stated that the agenda was posted on Thursday, September 4, 2025 at the Library, City Hall kiosk, City Administrative Offices and on the website.
Staff members present were Alexander Nguyen, City Manager; Ashley Golden, Assistant City Manager; Kenneth Rozell, Chief Assistant City Attorney and Lourdes A. López, City Clerk.
CONSIDERATION OF TELECONFERENCE PARTICIPATION PURSUANT TO ASSEMBLY BILL 2449
B. PUBLIC COMMENTS ON CLOSED SESSION ITEMS
No public comments were received. Mayor Pro Tem Teran recused himself due to a conflict of interest and his professional involvement with the County of Ventura. At 5:03 p.m., the City Council recessed to a closed session.
C. CLOSED SESSION (5:00 PM)
1. CONFERENCE WITH LEGAL COUNSEL — EXISTING LITIGATION
(Government Code Section
54956.9(d)(1))
Name of case: In re: Purdue Pharma L.P., et al.
United States Bankruptcy Court Southern District of New York, Case No. 19-23649 (SHL)
Legislative Body: City Council
2. CONFERENCE WITH LEGAL COUNSEL — EXISTING LITIGATION
(Government Code Section
54956.9(d)(1))
Name of case: National Prescription Opiate Litigation commonly known as the “Secondary Manufacturers Settlements” (see, www.nationalopiodsettlement.com and www.oag.ca.gov/opiods).
Legislative Body: City Council
70 SEPTEMBER 16, 2025 OXNARD CITY COUNCIL PAGE 2
At 5:34 p.m., the City Council reconvened in an open session in the Council Chambers.
The Chief Assistant City Attorney announced that there were no reportable actions out of closed session.
D. APPOINTMENT ITEMS (5:30 PM)
1. SUBJECT: Presentation by the County of Ventura Public Health Agency on Measles. (30 minutes)
Dr. Uldine Castel, Ventura County’s Public Health Officer provided an update on measles and encouraged the community to stay up to date with vaccines. Discussion ensued among the Council and Dr. Castel. No public comments were received. No action was required.
RECESSED
The City Council took a brief recess at 5:54 p.m.; the meeting resumed at 6:03 p.m.
E. OPENING CEREMONIES (6:00 PM)
At 6:03 p.m., Mayor Luis A. Mc Arthur presided and called to order the regular meeting of the Oxnard City Council concurrently with the Oxnard Housing Authority in the City Hall Council Chambers at 305 W. Third Street, Oxnard, California. Councilmembers Gabriela Basua, Luis A. Mc Arthur, Bert E. Perello, Michaela Perez, Gabriela Rodriguez, Aaron Starr and Gabriel Teran were present. The City Clerk stated that the agenda was posted on Thursday, September 4, 2025 at the Library, City Hall kiosk, City Administrative Offices and on the website.
The meeting opened with the pledge of allegiance to the flag of the United States led by Councilwoman Rodriguez, followed by a moment of silence for Albert Garcia, retired Equipment Operator with the City of Oxnard Environmental Resources.
Staff members present were Alexander Nguyen, City Manager; Ashley Golden, Assistant City Manager; Eric Sonstegard, Assistant City Manager; Kenneth Rozell, Chief Assistant City Attorney; Javier Chagoyen-Lázaro, Chief Financial Officer; Michael Wolfe, Public Works Director; KJ May, Construction Project Manager; Eric Humel, Grants Coordinator; Steve Naveau, Human Resources Director; Samantha Shapiro, Project Manager and Lourdes A. López, City Clerk.
F. CEREMONIAL ITEMS
1. SUBJECT: Presentation of a Proclamation Designating the Week of September 17 - 23, 2025 as "Constitution Week."
Mayor Mc Arthur read the proclamation and presented it to Jason Zaragoza, Assistant City Attorney. No public comments were received.
71 SEPTEMBER 16, 2025 OXNARD CITY COUNCIL PAGE 3
2. SUBJECT: Presentation of a Commendation to the El Rio Fastpitch 12u for Winning the 2025 USA Softball Western B National Championship, and El Rio Fastpitch 14u for Winning the 2025 USA Softball C State Championship.
Councilmembers presented certificates to the players and coaches. League President Albert Trevino made some remarks. No public comments were received.
G. PUBLIC COMMENTS ON ITEMS NOT ON THE AGENDA AND NON-ACTION ITEMS
Public comments were received from Yajaira Arroyo; Alondra Mendoza; Juan Carlos Diaz; Marlen Ramirez; Valeria Reyes; Chris Cisneros; Genevieve Flores-Haro; Willie Lubka; Julissa Peña; Aurora; Maria Navarro; Karla Godinez Lopez; Sarah Wilczewski; Karla Alejandra; Julio Almazan; Eulalia Mendoza; Jorge Toledano; Vanessa Teran; Estella; Glenn Sutherland; Ronald Arruejo; Vanessa Valdez; Greg Runyon; Fernando Gutierrez; Vivana Barajas; Larry Stein; Bev Dransfeldt and Odette Moran.
At 6:56 p.m. the City Council voted to continue with Items Not on the Agenda and NonAction Items past the 30 minutes allotted.
It was moved by Councilmember Perello, seconded by Mayor Pro Tem Teran, to suspend the rules to allow the Council to accept speakers past the allotted thirty minutes. VOTE:
Perello, Perez, Rodriguez, Starr, Teran, Basua and Mc Arthur voted in favor; the motion carried 7-0.
RECESSED
The City Council took a brief recess at 7:52 p.m.; the meeting resumed at 8:03 p.m.
Note: The City Manager requested to give his update after Council Business.
I. CITY COUNCIL/HOUSING AUTHORITY/SUCCESSOR AGENCY/FINANCING
AUTHORITY BUSINESS/COMMITTEE REPORTS
The members of the Council provided brief announcements regarding various activities.
Mayor Pro Tem Teran asked that the City Manager bring back to the City Council an agenda item that would provide options for legal representation and services for those facing legal challenges.
Councilwoman Basua directed the City Manager to discuss with the County the possibility of entering into an MOU with the Public Defender’s Office to match one attorney and bring back to the City Council an agenda item for consideration. 72 SEPTEMBER 16, 2025 OXNARD CITY COUNCIL PAGE 4
Councilwoman Perez and Mayor Mc Arthur requesting an agenda item regarding SB 627, SB 805, AB 1108 and look into Newsom vs Trump case.
Mayor Mc Arthur also requested that staff look at alternate resources besides the County of Ventura to provide legal representation for Oxnard residents.
Councilmember Perello and Councilwoman Basua requested an agenda item on background checks for soccer coaches.
Councilmember Perello requested an update on the parking structure elevators.
Public comment was received from Manuel Herrera.
H. REPORT OF CITY MANAGER/EXECUTIVE DIRECTOR/SECRETARY
Candy Campbell, Emergency Services Manager provided an update on Disaster Preparedness work that is taking place in our City. The Chief Financial Officer and Assistant City Manager Sonstegard provided an update regarding Standard & Poor’s (S&P) two credit rating upgrades (Water Fund upgrade to A+ and Wastewater Fund to A+ with a stable outlook).
J. REVIEW OF INFORMATION/CONSENT AGENDA
Item Nos. L-2 and L-6 were reviewed and discussed among the Council and staff.
K. PUBLIC COMMENTS ON INFORMATION/CONSENT AGENDA
No public comments were received.
L. INFORMATION/CONSENT AGENDA
1. City Clerk Department
SUBJECT: Approval of Minutes.
RECOMMENDATION: That the City Council approve the regular meeting minutes for September 2, 2025 and the special meeting minutes for August 19, 2025.
2. City Manager Department
SUBJECT: Updates to Citizen Advisory Group (CAG) Bylaws & Adoption of Library Board Bylaws.
RECOMMENDATION: That the City Council adopt Resolution No. 16,003:
1. Incorporating modifications to the Citizen Advisory Group (CAG) Bylaws; and
2. Establishing Bylaws for the Library Board.
(This item did not originate in committee.)
73 SEPTEMBER 16, 2025 OXNARD CITY COUNCIL PAGE 5
3. Finance Department
SUBJECT: Monthly Report and Accounting of All Receipts, Disbursements, and Fund Balances.
RECOMMENDATION: That the City Council receive and file this report and accounting of all receipts, disbursements and fund balances for the months of June 2025 and July 2025.
(This item did not originate in Committee)
4. Finance Department
SUBJECT: City's Monthly Investment Report for the period ending July 2025.
RECOMMENDATION: That the City Council receive and file the monthly investment report. This is an information item.
(This item did not originate in Committee.)
6. Public Works Department
SUBJECT: Third Amendment to Agreement 32300182 with MERITO Foundation for Education and Engagement Services at Ormond Beach.
RECOMMENDATION: That the City Council approve and authorize the Mayor to execute a Third Amendment to Professional Services Agreement 32300182 with MERITO Foundation in the amount of $65,999 for a new total not-to-exceed amount of $285,000 and extend the term to March 1, 2028, for education and engagement services.
(This item did not originate in Committee as it is a continuation of an item previously approved by the City Council on February 21, 2023.)
Consent Item Nos. L-1, L-3*, L-4*
It was moved by Councilmember Perello, seconded by Councilwoman Perez, to approve the Information/Consent items as presented. VOTE: Perello, Perez, Rodriguez, Starr, Teran, Basua and Mc Arthur voted in favor; the motion carried 7-
0. *Items L-3 and L-4 were for information only. No action was required.
Consent Item No. L-2
It was moved by Councilman Starr, seconded by Councilwoman Rodriguez, to approve Information/Consent L-2 as amended by staff. VOTE: Perez, Rodriguez, Starr, Teran, Basua, Perello and Mc Arthur voted in favor; the motion carried 7-0. 74 SEPTEMBER 16, 2025 OXNARD CITY COUNCIL PAGE 6
Consent Item No. L-6
The Public Works Director and Grants Coordinator presented and were available to answer questions. Discussion ensued among the Council and staff. No public comments were received.
It was moved by Councilwoman Perez, seconded by Mayor Pro Tem Teran, to approve Information/Consent Item L-6 as presented. VOTE: Rodriguez, Starr, Teran, Basua, Perello, Perez and Mc Arthur voted in favor; the motion carried 7-0.
OXNARD HOUSING AUTHORITY
At 9:24 p.m., the joint meeting with the Oxnard Housing Authority concluded.
At 9:24 p.m., it was moved by Mayor Pro Tem Teran, seconded by Councilmember Perello, to extend the meeting past 10:00 p.m. VOTE: Perello, Perez, Rodriguez, Starr, Teran, Basua and Mc Arthur voted in favor; the motion carried 7-0.
M. PUBLIC HEARINGS
N. REPORTS
1. Public Works Department
SUBJECT: Agreement 32600091 with Hazen and Sawyer for Professional Engineering & Consulting Services for Effluent Pump Station Improvements. (10 minutes)
RECOMMENDATION: That the City Council approve and authorize the Mayor to execute an Agreement with Hazen and Sawyer for a term of five years from September 15, 2025, to September 15, 2030, for a total amount not to exceed $2,415,738 for Professional Engineering Services related to the Effluent Pump Station Improvements Project PW 25-100.
(This item did not originate in Committee as this is a capital improvement project specifically listed in the City's Capital Improvement Program budget, which was previously approved by the City Council.)
No public comments were received.
It was moved by Councilman Starr, seconded by Mayor Pro Tem Teran, to approve the recommended action. VOTE: Perez, Rodriguez, Starr, Teran, Basua, Perello and Mc Arthur voted in favor; the motion carried 7-0.
75 SEPTEMBER 16, 2025 OXNARD CITY COUNCIL PAGE 7
2. Public Works Department
SUBJECT: Public Project Agreement 32600126 with Jilk Heavy Construction, Inc. for Mandalay Bay Seawalls (West Hemlock Street Seawall Repairs) Project, Specification No. PW 24-129. (10 minutes)
RECOMMENDATION: That the City Council approve and authorize:
1. A total of $2,586,765 in Project funds for the Mandalay Bay Seawalls (West Hemlock Street Seawall Repairs) Project, Specification No. PW 24-129;
2. The Mayor to Execute an Agreement with Jilk Heavy Construction, Inc. in the amount of $2,210,910 for the Project and approve a Project contingency amount of $221,091 (10%) with Jilk Heavy Construction, Inc. for a total not to exceed value of $2,432,001 for the Project; and
3. A Project allocation amount of $154,764 (~7%) for engineering, inspection, survey and project management for the Project.
(This item did not originate in Committee as this is a capital improvement project specifically listed in the City's Capital Improvement Program budget, which was previously approved by the City Council.)
The Public Works Director and Construction Project Manager May presented and were available to answer questions. Discussion ensued among the Council and staff.
No public comments were received. The City Clerk stated that there were 32 written comments in support of this contract.
It was moved by Councilwoman Rodriguez, seconded by Councilmember Perello, to approve the recommended action. VOTE: Rodriguez, Starr, Teran, Basua, Perello, Perez and Mc Arthur voted in favor; the motion carried 7-0.
3. Human Resources Department
SUBJECT: Resolutions Approving the Ratified Tentative Agreements with the Oxnard Mid-Managers Association, International Union of Operating Engineers, and a Resolution Approving the Salary and Benefits for Executive and Unrepresented Employees. (10 minutes)
RECOMMENDATION: That the City Council adopt the resolutions approving the tentative agreements with the Oxnard Mid-Managers Association (Resolution No. 16,004), the International Union of Operating Engineers (Resolution No. 16,005), and approving the salary and benefits for the Executive and Unrepresented Employees (Resolution No. 16,006).
(This item did not originate in Committee.)
76 SEPTEMBER 16, 2025 OXNARD CITY COUNCIL PAGE 8
The Human Resources Director and Chief Financial Officer presented and were available to answer questions. Discussion ensued among the Council and staff.
Public comment was received from Larry Stein.
It was moved by Councilwoman Basua, seconded by Councilwoman Rodriguez, to approve the recommended action. VOTE: Teran, Basua, Perello, Perez, Rodriguez and Mc Arthur voted in favor; the motion carried 6-1 with Councilman Starr voting no.
4. Finance Department
SUBJECT: Delegation of City Council Investment Authority. (10 minutes) RECOMMENDATION: That City Council provide direction to staff on the Delegation of City Council Investment Authority.
The Chief Financial Officer, Assistant City Manager Sonstegard and Chief Assistant City Attorney reviewed the options available under Government Code Section 53601(p) and 53060 and were available to answer questions. Discussion ensued among the Council and staff. No public comments were received.
It was moved by Councilman Starr, seconded by Councilwoman Basua, directed staff to investigate Option No. 1, including the request for proposals and return to City Council. VOTE: Basua, Perello, Perez, Rodriguez, Starr, Teran and Mc Arthur voted in favor; the motion carried 7-0.
O. ADJOURNMENT
There being no further business on the agenda, and without objection, Mayor Mc Arthur adjourned the meeting at 10:45 p.m.
________________________________ _____________________________ LOURDES A. LÓPEZ LUIS A. MC ARTHUR
City Clerk Mayor
77 MINUTES
OXNARD HOUSING AUTHORITY
Regular Meeting
July 15, 2025
A. ROLL CALL, POSTING OF AGENDA
At 6:16 p.m., Chair Luis A. Mc Arthur presided and called to order the regular meeting of the Oxnard Housing Authority concurrently with the Oxnard City Council in the City Hall Council Chambers at 305 W. Third Street, Oxnard, California. Commissioners Jose Andrade, Gabriela Basua, Luis Mc Arthur, Bert E. Perello, Michaela Perez, Gabriela Rodriguez, Aaron Starr and Gabriel Teran were present. Commissioner Francisco Vega was absent. The Secretary Designate stated that the agenda was posted on Wednesday, July 2, 2025 and the amended agenda on Thursday, July 10th at the Library, City Hall kiosk, City Administrative Offices and on the website.
CONSIDERATION OF TELECONFERENCE PARTICIPATION PURSUANT TO ASSEMBLY BILL 2449
B. PUBLIC COMMENTS ON CLOSED SESSION ITEMS
C. CLOSED SESSION
D. OPENING CEREMONIES
The meeting opened with the pledge of allegiance to the flag of the United States led by Commissioner Rodriguez, followed by a moment of silence in honor of Jaime Alanis Garcia and all that is happening around our country.
Staff members present were Alexander Nguyen, City Manager; Ashley Golden, Assistant City Manager; Stephen Fischer, City Attorney; Kenneth Rozell, Chief Assistant City Attorney; Andrew Gonzalez, Deputy City Attorney; Mira Saleh, Deputy City Attorney; Financial Officer; Michael Wolfe, Public Works Director; Anthony Miller, Special Districts Manager; Jason Benites, Police Chief; Andrew Dickinson, Code Compliance Manager and Lourdes A. López, City Clerk.
E. CEREMONIAL ITEMS
F. PUBLIC COMMENTS ON ITEMS NOT ON THE AGENDA AND NON-ACTION ITEMS
G. REPORT OF EXECUTIVE DIRECTOR/SECRETARY
H. HOUSING AUTHORITY BUSINESS/COMMITTEE REPORTS
I. REVIEW OF INFORMATION/CONSENT AGENDA
78 JULY 15, 2025 HOUSING AUTHORITY PAGE 2
The City Clerk announced that Item K-1, City Council minutes of July 1, 2025 were being removed from the agenda and will be rescheduled.
Item Nos. K-3 and K-6 were discussed among the Council and staff.
J. PUBLIC COMMENTS ON INFORMATION/CONSENT AGENDA
No public comments were received.
K. INFORMATION/CONSENT AGENDA
1. City Clerk Department
SUBJECT: Approval of Minutes.
RECOMMENDATION: That the Oxnard Housing Authority Board of Commissioners approve the minutes of the June 3, 17 and 26, 2025 regular meetings as presented.
5. Housing Department
SUBJECT: Policy, Portfolio Guidelines, and Investment Delegation for the Housing Authority of the City of Oxnard.
RECOMMENDATION: That the Oxnard Housing Authority Board of Commissioners adopt Resolution No. 1,353 approving an investment policy and investment portfolio guidelines for the Housing Authority of the City of Oxnard, and delegating investment authority to the Housing Finance Officer for Fiscal Year 2025-2026.
(The Finance and Governance Committee approved 3-0 on June 24, 2025.)
It was moved by Mayor Pro Tem Teran, seconded by Councilmember Perello, to extend the meeting past 10:00 p.m. VOTE: Basua, Mc Arthur, Perello, Perez, Rodriguez, Starr and Teran voted in favor; the motion carried 7-0.
RECESS
At 9:43 p.m., the City Council recessed and at 9:53 p.m., the City Council reconvened.
L. PUBLIC HEARINGS
M. REPORTS
N. ADJOURNMENT
79 JULY 15, 2025 HOUSING AUTHORITY PAGE 3
There being no further business on the agenda, and without objection, Mayor Mc Arthur adjourned the meeting at 11:35 p.m.
________________________________ _____________________________ LOURDES A. LÓPEZ LUIS A. MC ARTHUR
City Clerk Chair
80 MINUTES
OXNARD HOUSING AUTHORITY
Regular Meeting
July 29, 2025
Because there were no items requiring consideration on this date, there was no regular meeting.
________________________________ _____________________________ LOURDES A. LÓPEZ LUIS A. MC ARTHUR
Secretary Designate Chair
81 MINUTES
OXNARD HOUSING AUTHORITY
Regular Meeting
September 2, 2025
Because there were no items requiring consideration on this date, there was no regular meeting.
________________________________ _____________________________ LOURDES A. LÓPEZ LUIS A. MC ARTHUR
Secretary Designate Chair
82 MINUTES
OXNARD HOUSING AUTHORITY
Regular Meeting
September 16, 2025
A. ROLL CALL, POSTING OF AGENDA
At 6:03 p.m., Chair Luis A. Mc Arthur presided and called to order the regular meeting of the Oxnard Housing Authority concurrently with the Oxnard City Council in the City Hall Council Chambers at 305 W. Third Street, Oxnard, California. Commissioners Jose Andrade, Gabriela Basua, Luis A. Mc Arthur, Bert E. Perello, Michaela Perez, Gabriela Rodriguez, Aaron Starr and Gabriel Teran were present. Commissioner Francisco Vega was absent. The Secretary Designate stated that the agenda was posted on Thursday, September 4, 2025 at the Library, City Hall kiosk, City Administrative Offices and on the website.
CONSIDERATION OF TELECONFERENCE PARTICIPATION PURSUANT TO ASSEMBLY BILL 2449
B. PUBLIC COMMENTS ON CLOSED SESSION ITEMS
C. CLOSED SESSION
D. APPOINTMENT ITEMS
E. OPENING CEREMONIES
The meeting opened with the pledge of allegiance to the flag of the United States led by Commissioner Rodriguez, followed by a moment of silence for Albert Garcia, retired Equipment Operator with the City of Oxnard Environmental Resources.
Staff members present were Alexander Nguyen, Executive Secretary; Ashley Golden, Assistant Executive Secretary; Kenneth Rozell, Chief Assistant General Counsel; Brenda Lopez, Housing Director and Lourdes A. López, Secretary Designate.
F. CEREMONIAL ITEMS
G. PUBLIC COMMENTS ON ITEMS NOT ON THE AGENDA AND NON-ACTION ITEMS
RECESSED
The Oxnard Housing Authority took a brief recess at 7:52 p.m.; the meeting resumed at 8:03 p.m.
83 SEPTEMBER 16, 2025 HOUSING AUTHORITY PAGE 2
H. REPORT OF EXECUTIVE DIRECTOR/SECRETARY
I. HOUSING AUTHORITY BUSINESS/COMMITTEE REPORTS
J. REVIEW OF INFORMATION/CONSENT AGENDA
K. PUBLIC COMMENTS ON INFORMATION/CONSENT AGENDA
No public comments were received.
L. INFORMATION/CONSENT AGENDA
5. Housing Department
SUBJECT: Oxnard Housing Authority’s Monthly Investment Report for period ending July 2025.
RECOMMENDATION: That the Oxnard Housing Authority Board of Commissioners to receive and file the monthly investment report. This is an information item.
(This item did not originate in Committee.)
Consent Item No. L-5
It was moved by Commissioner Andrade, seconded by Vice Chair Teran, to approve Information/Consent L-2 as recommended. VOTE: Andrade, Perez, Rodriguez, Starr, Teran, Basua, Perello and Mc Arthur voted in favor; the motion carried 8-0-1.
Commissioner Vega absent.
OXNARD CITY COUNCIL
At 9:24 p.m., the joint meeting with the Oxnard City Council concluded.
M. PUBLIC HEARINGS
N. REPORTS
O. ADJOURNMENT
There being no further business on the agenda, and without objection, Chair Mc Arthur adjourned the meeting at 9:24 p.m.
________________________________ _____________________________ LOURDES A. LÓPEZ LUIS A. MC ARTHUR
Secretary Designate Chair
84 CITY COUNCIL AGENDA REPORT
INFORMATION/CONSENT AGENDA
AGENDA ITEM NO. L.2
DATE: October 7, 2025
TO: City Council
FROM: Michael Wolfe, Public Works Director, (805) 385-8055, [email protected] Jeff Pengilley, Community Development Director, (805) 385-8208, [email protected] SUBJECT: Approving the 2025 City of Oxnard Water System Design and Construction Standards and an update to the 2002 City of Oxnard Standard Plates and Design Criteria.
RECOMMENDATION
That the City Council:
1. Adopt a resolution approving the 2025 Water System Design and Construction Standards and an update to the 2002 City of Oxnard Standard Plates and Design Criteria for public works construction; and
2. Delegating discretionary authority to the Public Works City Engineer to approve future revisions to the 2025 Water System Design and Construction Standards and 2002 City of Oxnard Standard Plates and Design Criteria; and
3. Authorizing the City Manager to take whatever actions are necessary and appropriate to carry out the purpose and intent of this resolution.
(The Public Works and Transportation Committee approved 3-0 on September 9, 2025)
BACKGROUND
The 2002 City of Oxnard Standard Plates and Design Criteria has been used by engineers, developers, contractors, and the general public for guidance to construct improvements to the City's infrastructure. It covers commonly encountered aspects of public improvements such as street construction, stormwater conveyance, and water/wastewater infrastructure.
The proposed update to the water system design and construction standards reflects the collaboration of engineering and water works staff from the Public Works and Community Development Departments, and reflects the latest industry standards, State requirements, and waterworks requirements. This helps ensure that the highest quality of public and private water improvements are used throughout the City. To allow for certain legal protections under design immunity consistent with Government Code Section 830.6, staff recommends the City Council delegate discretionary authority to the Public Works City Engineer to approve future revisions.
DISCUSSION
A comprehensive update effort for the water system design and construction requirements commenced in 2023.
Engineering and waterworks staff from the Community Development and Public Works Departments combined their expertise to develop an updated set of engineering standard drawings and specifications for the public water system. This update aligns with industry standards, state requirements, and the latest waterworks regulations.
The core of the update focuses mainly on the municipal water system engineering and construction requirements. Staff incorporated changes in construction practice and specification formatting for the public water system as a standalone document, as shown in Attachment 2, and detaching it from the 2002 Standard Plates and Design Criteria. These updated water standards, presented in a clear and concise manner, will assist engineers, developers, contractors, and the general 85 public by providing guidance for the City's requirements for quality public works construction.
The present 2002 Standard Plates and Design Criteria, with the removal of the old water standards, is over 200 pages long. Revisions have been periodically performed to keep the standard plates and design criteria relevant to current engineering and construction standards. The Public Works City Engineer, as the City’s technical lead, is responsible for overseeing and approving such revisions; this process provides proper quality control and assurance steps to ensure that the document is continuously updated.
STRATEGIC PRIORITIES
This agenda item supports the Infrastructure and Natural Resources strategy. The purpose of the Infrastructure and Natural Resources strategy is to preserve and improve our roads, utilities, parks, trees, water supply, and natural resources through effective planning, prioritization, and an equitable and efficient use of available funding.
FINANCIAL IMPACT
There is no financial impact.
COMMITTEE OUTCOME
The Public Works and Transportation Committee recommended 3-0 on September 9, 2025, to approve the staff recommendation and to forward the item for Council approval.
Prepared by: Tai Chau, Assistant Community Development Director
ATTACHMENTS
1. Draft City Council Resolution
2. 2025 Water System Design and Construction Standards
3. Updated 2002 Standard Plates and Design Criteria
86 CITY COUNCIL OF THE CITY OF OXNARD
RESOLUTION NO. _______
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF OXNARD
APPROVING AN UPDATE TO THE 2002 STANDARD PLATES AND
DESIGN CRITERIA FOR PUBLIC WORKS CONSTRUCTION AND THE
2025 CITY OF OXNARD WATER SYSTEM DESIGN AND CONSTRUCTION
STANDARDS AND DELEGATING DISCRETIONARY AUTHORITY TO THE
CITY ENGINEER TO APPROVE FUTURE REVISIONS
WHEREAS, the City of Oxnard Standard Plates and Design Criteria was originally published in 2002; and
WHEREAS, the 2002 City of Oxnard Standard Plates and Design Criteria have been used by engineers, developers, contractors, and the general public to construct improvements to the City's infrastructure; and
WHEREAS, it is in the best interest of the City and developers to have the engineering standards and specifications continued to be updated to align with industry standards and State of California Requirements for public works construction; and WHEREAS, each succeeding revision to the 2002 City of Oxnard Standard Plates and Design Criteria reflects the constantly changing technology and advanced thinking of the construction industry, and
WHEREAS, the American Water Works Association Standards and the Standard Specifications for Public Works Construction (“Greenbook”) were used in developing the 2025 City of Oxnard Water Design and Construction Standards for adoption herein; and WHEREAS, from time to time, the Public Works City Engineer will deem it necessary to make revisions to the 2002 City of Oxnard Standard Plates and Design Criteria and the 2025 City of Oxnard Water System Design and Construction Standards.
WHEREAS, the Public Works and Transportation Committee reviewed at its regular meeting of September 9, 2025 and recommended that the City Council consider and approve the 2025 City of Oxnard Water System Design and Construction Standards and an update to the 2002 City of Oxnard Standard Plates and Design Criteria.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF OXNARD DOES RESOLVE AS FOLLOWS:
1. Approves the 2025 City of Oxnard Water System Design and Construction Standards and an update to the 2002 City of Oxnard Standard Plates and Design Criteria; and 87 Resolution No. ______ (Resolution Engineering Standards)
2. Authorizes the Public Works City Engineer to approve future revisions to the 2002 City of Oxnard Standard Plates and Design Criteria and the 2025 City of Oxnard Water System Design and Construction Standards; and
3. Authorizes the City Manager to take whatever actions are necessary and appropriate to carry out the purpose and intent of this resolution.
PASSED AND ADOPTED this ____ day of _______________, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
__________________________________
Luis A. Mc Arthur, Mayor
ATTEST:
_________________________________
Lourdes A. López, City Clerk
APPROVED AS TO FROM:
__________________________________
Stephen M. Fischer, City Attorney
88 CITY OF OXNARD WATER SYSTEM
DESIGN AND CONSTRUCTION STANDARDS
2025 EDITION
CITY COUNCIL RESOLUTION NO. XXX
89 2002 STANDARD PLATES AND DESIGN CRITIERA
REVISION TRACKER
DATE PLATE DESCRIPTION
10.07.2025 All
City Council Resolution XXX approving the 2025 Water System Design and Construction Standards.
90 2
TABLE OF CONTENTS
SECTION 1 – PURPOSE AND SCOPE.................................................................................................. 4
1.1 CITY JURISDICTION.................................................................................................................... 4
1.2 EXCEPTIONS & INTERPRETATIONS............................................................................................ 4
1.3 WATER SERVICE AREA............................................................................................................... 5 SECTION 2 - DESIGN CRITERIA.......................................................................................................... 6
2.1 WATER MAIN DESIGN REQUIREMENTS.................................................................................... 6
2.2 PUBLIC WATER EASEMENT ....................................................................................................... 8 SECTION 3 – MATERIAL REQUIREMENTS ..................................................................................... 9
3.1 MATERIALS OVERVIEW ............................................................................................................. 9
3.2 WATER SERVICE LINE MATERIALS AND FITTINGS................................................................... 12
3.3 WATER MAIN PIPE MATERIALS............................................................................................... 13
3.4 MAIN LINE COUPLINGS ........................................................................................................... 17
3.5 MAIN LINE VALVES.................................................................................................................. 18
3.6 SPECIALTY VALVES .................................................................................................................. 20
3.7 FIRE HYDRANTS....................................................................................................................... 20
3.8 TRENCH BACKFILL ................................................................................................................... 21
3.8 CONCRETE AND REINFORCING STEEL ..................................................................................... 23 SECTION 4 – EXISTING FACILITIES ................................................................................................24
4.1 PROTECTION ........................................................................................................................... 24
4.2 REMOVAL ................................................................................................................................ 25 SECTION 5 – CONSTRUCTION DETAILS........................................................................................26
5.1 GENERAL ................................................................................................................................. 26
5.2 HANDLING AND LAYING PIPE.................................................................................................. 26
5.3 INSTALLING VALVE AND BOXES .............................................................................................. 27
5.4 INSTALLING FIRE HYDRANTS................................................................................................... 28
5.5 THRUST BLOCKING.................................................................................................................. 28
5.6 AIR AND VACUUM VALVES ..................................................................................................... 28
5.7 SERVICES ................................................................................................................................. 29
5.8 EXISTING WATER SERVICES..................................................................................................... 30 SECTION 6 – TESTING AND DISINFECTING WATER MAINS...................................................31
6.1 PRESSURE TESTING ................................................................................................................. 31
6.2 FLUSHING................................................................................................................................ 34
6.3 DISINFECTION.......................................................................................................................... 35
6.4 BACTERIOLOGICAL TESTS ........................................................................................................ 36
6.5 CONNECTIONS TO EXISTING WATER MAIN LINES .................................................................. 37 SECTION 7 – CROSS-CONNECTION BACKFLOW.........................................................................38 91 3
7.1 TYPES OF BACKFLOW PREVENTERS: ....................................................................................... 38
7.2 SERVICE PIPING....................................................................................................................... 39
7.3 INSPECTIONS AND TESTING.................................................................................................... 39
7.4 FIRE SPRINKLER SYSTEMS: ...................................................................................................... 40 SECTION 8 – RECYCLED WATER IDENTIFICATION ..................................................................41
8.1 RECYCLED WATER IDENTIFICATION........................................................................................ 41 SECTION 9 – STORMWATER POLLUTION PREVENTION ........................................................43
9.1 POLLUTION PREVENTION PLANS ............................................................................................ 43
9.2 DEWATERING.......................................................................................................................... 43
WATER STANDARD PLATES
W-0 General Notes
W-1 Fire Hydrant
W-2 Fire Hydrant Bollards
W-3 Gate Valve Installation
W-4 2-inch Copper Service
W-5 1-inch Polyethylene Water Service
W-7 Blowoff Valve Installation
W-8 Combination Air-Vac Valve
W-9 2-inch & Smaller Water Meter and Backflow
W-10 3-inch & Larger Water Meter and Backflow
W-11 2-inch Fire Backflow
W-12 3-inch & Larger Fire Backflow
W-13 Water Main Crossings
W-14 Fire Hydrant Air Gap Method
W-15 Water Sampling Station
W-18 Meter Box at Beach Tracts
W-20 Concrete Thrust Blocking
W-21 Standard Trench
W-22 Residential Fire Line Service
92 4
SECTION 1 – PURPOSE AND SCOPE
The design and construction of water mains and other appurtenances in the City of Oxnard (City) shall comply with these standards herein called 2025 Water Design and Construction Standards (WDCS), except where specific modifications have been approved, in writing by the Director of Public Works, City Engineer, or Water Division Manager. A registered civil engineer shall sign all submitted plans, and all work shall be done in accordance with good engineering practice. This document sets forth the procedure for designing and preparing plans and specifications for the public water systems built for the City of Oxnard. Wherever there are differences between these standards, state or federal regulations, the most stringent or highest requirement shall govern.
Specifications and Standard Plates relating to pipelines are intended for pipes up to 18-inches in diameter. Pipe size larger than 18-inches shall be reviewed and approved by the City Engineer.
Based on field conditions, the City Engineer has the discretion to impose additional requirements beyond the WDCS.
The City intends to provide uniformity of design and construction; the design engineer shall review the methods and procedures contained herein to ensure they apply to the project under design or construction. The City will revise the WDCS as needed to keep them current and include new or changed policies, data, and methods. The City Engineer shall have the primary responsibility for the coordination and preparation of new materials or revisions to the WDCS.
1.1 CITY JURISDICTION
Public facilities are public water infrastructure located within public streets, City properties, easements, or other rights-of-way, including water services from the public water mains to the City meters. The City shall operate, maintain, and repair its facilities. For all projects subject to City approval, the applicant’s design engineer shall submit all water improvement plans to the City for review. All plans, specifications, reports, and/or documents shall be prepared, signed, and tamped by a registered civil engineer licensed to practice in California and shall be in conformance with the most current edition of the WDCS.
1.2 EXCEPTIONS & INTERPRETATIONS
Requests to modify or deviate from the WDCS must be submitted in writing to the City Engineer for review and approval. The City Engineer along with the Water Division Manager, shall have sole authority to determine the interpretation of all design and construction standards requiring clarification.
93 5
1.3 WATER SERVICE AREA
Developers and project proponents are advised to coordinate with the City Community Development Department and, if deemed necessary, the Public Works Department Water Division to confirm that a property is within the City Service Area and to determine water availability and service requirements for a property prior to its purchase and development. The City shall not be held liable for any decision made to purchase a property based on the information provided. It is the responsibility of the interested party to practice due diligence and perform an independent verification from a licensed engineer as to the feasibility and constructability of water improvements to the property. 94 6
SECTION 2 - DESIGN CRITERIA
The WDCS outlines design criteria that apply to the design and construction of all waterworks facilities owned and/or operated by the City. Variance from the requirements specified in this section may be requested by the design engineer. The City Engineer has sole discretion to approve or reject all variance requests.
The applicant and project proponents shall be responsible for the construction of any improvements to the City’s water distribution system to satisfy the WDCS requirements. The applicant shall be responsible for demonstrating that the WDCS requirements can be met through hydraulic calculations.
2.1 WATER MAIN DESIGN REQUIREMENTS
A. Water Main Location
The city water mains shall be located on the public streets minimum 5-feet from the south or east curb face unless the City of Oxnard Street Standard Plates or City Engineer requires otherwise.
B. Fire Hydrants
Fire hydrants shall be installed along the public water main at an interval of 500-feet maximum for low density residential areas. The fire hydrant internal shall be 300-feet maximum for high density residential, commercial and industrial areas with sufficient numbers so that all points of all structures are within 150-feet of a fire hydrant, or as otherwise approved by the Fire Department.
C. Depth of Water Main
The standard uniform minimum depth of cover to the top of the pipe shall be 42-inches unless the City Engineer permits a shallower depth with special trench backfill.
D. Water Main Flow Velocity
City water mains shall be sized to limit the flow velocity to not exceed 5-feet per second under peak hourly flow and 10-feet per second with fire flow. 95 7
E. Water Main Sizing & Hydraulic Calculations
Water mains shall be a minimum of 8-inches in diameter. Any exceptions shall be reviewed and approved by the City Engineer on a case-by-case basis. All hydraulic calculations shall be prepared, signed, and sealed by a registered Civil Engineer licensed in the State of California. The calculations shall be submitted to the City Engineer for review and approval.
For pipeline analysis, the maximum Hazen-Williams coefficient (C) shall be assumed to be 120 for cement mortar-lined pipes and 130 for polyvinyl chloride pipes.
F. Title 22 Separation Requirements
The separation of water mains adjacent to sewers, storm drains, and other conduits carrying hazardous fluids shall comply with Section 64572, Title 22, California Code of Regulations, entitled “California Waterworks Standards,” as set forth by the California State Water Resource Control Board, Division of Drinking Water (DDW).
The basic separation requirements are listed below for guidance purposes only. The design engineers and contractors shall refer to the Title 22 requirements for details. 1) Parallel Construction: The horizontal distance (outside diameter to outside diameter) between water mains and sewer lines shall be a minimum of 10-feet and 4-feet minimum for storm drain lines. The water mains shall be located 1-foot vertically above the top of the sewer and storm drain lines.
2) Perpendicular Construction (Crossing): Pressure water mains shall be at least 1-foot above the top of sanitary sewer and storm drain lines without joints within 8-feet over the crossings.
3) Common Trench Prohibition: Construction of water and wastewater main lines in the same (common) trench is prohibited.
4) Exceptions to Basic Separation Standards: All efforts shall be made to comply with the separation requirements described above; any exceptions shall be reviewed and approved by DDW via a Waiver Process. Title 22 Waivers shall first be reviewed and approved by the City Engineer and Water Manager. The City will coordinate with DDW for final approval.
96 8
2.2 PUBLIC WATER EASEMENT
Where a fire line or a water main crosses private property, a licensed surveyor or registered civil engineer (licensed to practice landing surveying) shall submit the proposed easements to the City Engineer for review and approval prior to the start of construction. Each sheet is to bear the seal and signature of the responsible person. The easement information shall be legibly, professionally, and sufficiently ready for the retracement of the survey without further research.
The project proponents shall provide additional information requested by the City Engineer needed to complete the review and approval of the easement.
A. Public Easement Requirements
The easement will be a minimum of 15-feet wide, with the water line located 5-feet from one side to allow a 10-foot work area. Except for crossings and where approved by the City Engineer, other utilities are not permitted to be installed parallel to the public water main inside the water easement. The water easement will be recorded in the Tract or Parcel Map and shall be indicated on the improvement plans prior to approval by the City.
The water easement shall be recorded on a Grant Deed if no map is recorded.
All water service lines from the main up to and including the meter box shall be within the water easement. The developer is responsible for paying all necessary fees to the City to cover the review approval and recordation of the water easement. Fire line or water main on private property within the exclusive water easement will not be classified as a point of service connection unless approved by the City Engineer and Fire Department under unique/special circumstances.
B. Variance & Deviation
Where approved by the City of Oxnard Fire Department for the design of the onsite water system that supplies water to the onsite hydrants to be privately owned, the system shall have backflow prevention device(s) located to prevent possible contamination of the public water from the private water line. The location and type of backflow device will be subject to the City’s review and approval prior to installation. 97 9
SECTION 3 – MATERIAL REQUIREMENTS
The materials outlined herein have been selected for their strength, durability, and ease of maintenance. Unless specifically approved otherwise by the City Engineer or Water Division Manager, all materials shall be new and unused. American Water Works Association (AWWA), Standard Specifications for Public Works Construction (SSPW), or other standards are referenced where applicable, and it shall be the responsibility of the design engineer and contractor to become familiar with those standards to ensure compliance.
The City established parts standardization, including manufacturer and product names or approved equals. Other products may also meet City requirements; the contractor must indicate that the product/material is equal to the one specified in the construction documents and submit any requested change of materials in writing for City approval prior to placement.
The City reserves the right to discontinue or prohibit the use of any specific product or material.
The City Engineer has the sole authority to make such changes based on engineering judgment, product performance, or maintenance criteria.
3.1 MATERIALS OVERVIEW
A. Summary
1) All potable water components shall be certified as NSF 61 and lead-free. 2) For grant-funded projects and where specified by the City Engineer or Water Manager, any material or item installed in the water system shall be of American origin with a certificate of origin.
3) Approved equal products from Ford, Jones, Mueller, and McDonald are all acceptable products.
4) Each PVC pipeline and polyethylene service shall include a 12-gauge blue insulated copper wire above the pipeline.
5) All meters shall read in 10-cubic feet. Water meters 3-inches and larger shall be approved by the City and installed by the contractor.
6) The table below summarizes the material requirements. Refer to each specific subsection for further details
98 10
SUMMARY OF MATERIALS (1 OF 2)
Item Material Description Standard/Model
Service Saddles
PVC CC Thread Outlet AWWA C800 Ford 202BS
Ductile Iron, Cast
Iron, & AC
CC Thread Outlet AWWA C800 Ford 202B
Corporation
Stops (Ball
Type)
1” AWWA/CC Thread (PEP Pack Joint) Ford FB 1001‐4‐NL
2” AWWA/CC Thread (CTS Pack Joint) Ford FB 1000‐7‐NL
Services
1” service Polyethylene Pipe IPS SDIR‐7
ASTM D2239
PE 4710
2” Service
Type K Hard Copper Tubing ASTM B88
NSF 61 Lead‐Free Solder ASTM B‐32
Angle
Meter/Curb
Stops
(Ball Type)
¾” & 1” Meters
City (PEP Pack Joint) Ford BA63‐444W‐NL
Customer w/ Handle (CTS Pack Joint) Ford BA43‐444W‐NL
1.5” & 2” Meters City & Customer (CTS Pack Joint) Ford BFA43‐777W‐NL Meters
2” and Smaller E‐Series Ultrasonic Badger No. 100‐1596 or Equal
3” – 8” E‐Series Ultra Sonic Lead‐Free Bronze Badger No. 101‐5832 10” and Larger Badger Ultra Sonic ‐ TBD by the City TBD by the City Meter Boxes
1” Meter Non‐Traffic Rated Fibrelyte FL30 with AMI Lid
1.5” & 2” Meter Non‐Traffic Rated Fibrelyte FL36 with AMI Lid 1” Meter Traffic Rated
Armorcast A6001946PCX12
with AMI Lid
1.5” & 2” Meter Traffic Rated Armorcast A6001640PCX12
with AMI Lid
Tapping
Sleeves
4” & Larger Stainless Steel AWWA C223
Gate Valves
Resilient‐Seated
Gate Valves Epoxy Coated AWWA C509
Valve Boxes Traffic Rated
Bingham & Taylor
Mark V Heavy
Lid 4” Skirt: CUL10HVY4W
Box Flange: CUL10RHVYF
99 11
SUMMARY OF MATERIALS (2 OF 2)
Item Material Description Standard/Model
Water Main
Pipes
PVC Class 305 DR 14 AWWA C900
Ductile Iron Class 350 AWWA C151
Coatings and
Linings
Ductile Iron Pipe
& Fittings
Asphaltic Seal Coat (Inside and Out) AWWA C151
Double Cement Lining AWWA C104
Exterior Polyethylene Encasement AWWA C105
Joints
Ductile Iron
Pipe Joints
Push‐On (Tyton) & Mechanical Rubber
Gasket Joints
AWWA C111
Flanged Joint AWWA C115
Fittings
Ductile Iron
Fittings
Mechanical Restraint Compact Body AWWA C153
Mechanical Restraint Full Body AWWA C110
Flanged Connection AWWA C110
Double Cement Lining AWWA C104
Asphaltic Seal Coat (Inside and Out) AWWA C104/C153
Nuts and Bolts Stainless Steel 304/316 ASTM A240
Gasket
(Push‐On &
Restraint)
Styrene Butadiene Copolymer (SBR) AWWA C111
Full Face Gasket
1/8” minimum
(Flanged)
Styrene Butadiene Copolymer (SBR) or
Ethylene Propylene Diene Monomer (EPDM)
AWWA C111
Fire Hydrants
Ductile Iron Body
Low Residential
Jones J 4040 / Clow 850
(4‐1/2" x 2‐1/2”)
AWWA C503
Ductile Iron Body
Commercial & High Residential
Jones J 4065 / Clow 865
(4‐1/2" x 4‐1/2” x 2‐1/2”)
AWWA C503
Hydrant
Check Valve Hydrant Guard HG1‐611‐611 AWWA C503
Air‐Vacuum
Combo Valves
2‐in & smaller ARI D040 / APCO 145‐C / Crispen U‐20 AWWA C512 Enclosure 24” DIA. X 36” High Polyethylene Armorcast P6002002 100
12 3.2 WATER SERVICE LINE MATERIALS AND FITTINGS
A. Polyethylene Service
1) Polyethylene pipe (PE) shall be SIDR-7 PE-4710, meeting the Iron Pipe Size standards and conforming to all applicable requirements of AWWA C901 and ASTM D2239. PE installation shall include tubular stainless-steel inserts per ASTM 240-92B. 1-inch PE service lines shall be installed for 3/4-inch and 1-inch meters. 2) Marking: PE pipe or tubing shall be permanently indented/branded indicating size, manufacturer’s name, pressure rating, NSF logo, material designation code, applicable ASTM Specification, date code, and any other appropriate code designation.
3) Protection: PE pipe or tubing shall be protected for outdoor storage with suitable wrapping material. Materials stored outside without proper protection will not be accepted for installation.
B. Copper Service
1) Type K hard copper shall be used for 1.5 to 2-inch water services, and shall also be used for risers and connections to backflow devices.
C. Corporation Stops
1) All corporation stops shall be ball-type with AWWA/CC thread. All brass shall conform to AWWA C800.
2) 1-inch corporation stops shall be Ford PEP pack joint FB 1001 or approved equal for PE services.
3) 2-inch corporation stops shall be Ford CTS pack joint part number FB 1000 or approved equal for copper services.
D. Angle Stops
1) All 1-inch City angle meter stops shall be ball-type with Ford PEP pack joint part number BA63 or approved equal compatible with PE services. 101
13 2) Customer 1-inch angle meter stops shall be Ford CTS pack joint BA43 (with handle) compatible with building water service lines.
3) All 2-inch angle meter stops shall be Ford CTS pack joint with meter flange part number BFA43 with insert for copper services. Each customer angle meter stop shall be equipped with a handle.
E. Service Saddles
1) General: Service saddles shall be double band/strap brass saddle type with stainless steel band or bronze straps with AWWA/CC outlet thread. All brass shall conform to the requirements of AWWA C800. Gaskets shall be EPDM rubber per ASTM D2000.
The outlet tap shall be:
• PVC C900: Ford 202BS or approved equal.
• AC, Ductile Iron, Cast Iron: Ford 202B or approved equal. 2) All 4-inch service connections or larger shall consist of a tee or tapping tee with a flanged outlet and a flange RS gate valve.
3.3 WATER MAIN PIPE MATERIALS
F. Polyvinyl Chloride (PVC)
1) PVC Pipe: PVC Pipe for public water lines shall be Class 305 DR 14 and conform to the quality and strength requirements of the latest edition of AWWA C-900. All PVC pressure pipes for domestic water applications shall be blue color. 2) Pipe Marking: Each pipe length shall be marked with the date of manufacture, nominal pipe size, and OD base, the AWWA pressure class, and the AWWA specification designation AWWA C900.
3) Joint Mechanisms: One gasket shall be furnished with each length of elastomeric-gasket bell-end in accordance with the requirements of AWWA C900. 4) Coupling: PVC couplings shall be supplied with an elastomeric gasket at each end per AWWA C900/C905. Solvent cement joints or couplings are not allowed. 5) Fittings: PVC pushed-on fittings are not permitted. Ductile iron fittings shall be used 102
14 with PVC pipe, meeting the requirements of AWWA C110 (full body) or C153 (compact). Ductile iron fittings shall be double cement lined with asphaltic coating (inside and out), meeting the requirements of AWWA C104. Nuts and bolts used with fittings shall be stainless steel 304/316. All fittings shall be rated for 250 psi. 6) Physical Testing Requirements: All test requirements shall be in accordance with the provisions of AWWA C900.
G. Ductile Iron Pipe
1) Ductile Iron Pipe: Ductile iron pipe shall be Pressure Class 350 with push-on or mechanical joints, restrained joints, plain ends, or cast flange ends conforming to the requirements of the latest edition of AWWA C151.
2) Special Thickness Class: Minimum wall thickness for pipe having threaded, grooved, or ball and socket ends shall be Special Thickness Class 53 in accordance with AWWA C150 & C151.
3) Lining and Coating: Ductile iron pipe shall be double-cement mortar lined meeting the requirements of AWWA C104. The interior and exterior coating shall have a bituminous coating approximately one (1) mil thick.
4) Push Joints: Unless otherwise called out on the plans, “Tyton®” type push-on joints shall be used. The joint dimension and gasket shall be as specified in AWWA C111. 5) Fittings: Ductile iron fittings, mechanical joint or flanged, shall be used with ductile iron pipe meeting the requirements of AWWA C110 (full body) or C153 (compact).
Ductile iron fittings shall be double cement lined with bituminous coating inside and out, meeting the requirements of AWWA C104. Nuts and bolts used with fittings shall be stainless steel 304/316. All fittings shall be rated for 250 psi 6) Polyethylene Encasement shall be furnished and installed in accordance with AWWA C105 and shall protect the outside surface of pipes and fittings. Ductile iron pipes and fittings shall be polyethylene encased.
7) Gaskets:
• Mechanical, push-on, and restrained joints shall be synthetic or natural rubber in accordance with AWWA C111.
103
15 • Gaskets for flanged joints shall be 1/8-inch thick. Full-face type gaskets with prepunched holes shall be used where both flanges have flat faces. Ring gaskets extending to the inner edge of the bolts may be used where a raised face flange is present.
H. Steel Pipe
1) General: The use of steel pipe is not permitted unless where deemed necessary and approved by the City Engineer. The specifications provided herein for steel pipe are for guidance only.
2) Steel Pipe: Steel Pipe shall conform to AWWA C-200, AWWA M-11, latest edition.
Steel shall be ASTM A-36, ASTM A-1011 or A-1018, Grade 36, having a 0.25% maximum carbon content. Cylinders shall be fabricated from hot-rolled carbon steel sheets or plates conforming to ASTM A570 or ASTM A283, with a minimum yield point of 33,000 psi, or shall conform to ASTM A53, Type E or S, Grade B. 3) Pipe Thickness: Steel cylinder shall be a minimum of 0.188-inches thick for straight runs of distribution and transmission pipe with diameters less than 30-inches and shall be a minimum of 0.25 inches for diameters 30-inches and larger.
The minimum wall thickness shall be 0.25 inches for all pipe specials, and all pipes regardless of size, within 10-feet of structures, vaults, and other significant pipe appurtenances (such as blow-offs, manways, PRV vaults, valve vaults, meter vaults, pump stations, etc.); wherever the pipe is to be installed or jacked inside pipe casings; and wherever pipe penetrations are required.
4) Lining: All steel pipes shall have cement-mortar lining in accordance with AWWA C205. Cement for mortar shall be shall be in accordance with ASTM C150, Type II or V. The minimum lining thickness shall be per AWWA C205 and is summarized below:
Nominal Pipe Diameter Lining Thickness Tolerance
4” to 10” 1/4” -1/16” to +1/8”
11” to 23” 5/16” -1/16” to +1/8”
24” to 36” 3/8” -1/16” to +1/8”
104
16 5) Coating: Cement-mortar coating shall meet the requirements of AWWA C205 and shall be ASTM C150, Type V.
Cement Mortar Coating Thickness
Nominal Pipe Size
Inches
Coating Thickness
Inches
Thickness Tolerance
Inches
6”-10”
12 “-16”
18” and larger
1/2
5/8
3/4
-0 + 1/ 8
-0 + 1/ 8
-0 + 1/ 8
Reinforcement for the coating of pipe section shall be one of the following as specified by the supplier:
Spiral wire - 15 gage @ max. 1-1/4” spacing with wire meeting ASTM A82. Wire fabric - 2x4 steel wire mesh, 13 gage each way meeting ASTM Al85. Ribbon mesh - 18 gage wire or 1-1/2 x 1-1/4 mesh of 17 gage wire all meeting ASTM A82.
6) Fittings: Minimum wall thickness of all fittings (pipe specials) shall be 0.25-inches.
Fittings 4 through 10-inches shall be designed for 250 psi and conform to ANSI B16.9.
Fittings 12-inches diameter and larger shall comply with AWWA C208. Note, the minimum plate thickness required for the steel pipe shall also apply to fittings.
Reinforcement of fittings shall be in accordance with AWWA M11.
Material for fittings 4 through 10-inches shall comply with ASTM A-234, Grade WPB.
Material for fittings larger than 10-inches but less than or equal to 30-inches in diameter shall be the same as the pipe. Cement-mortar lining and ID dimensions shall be the same as the specified pipe.
7) Bolts, Nuts, and Gaskets for Joints and Flanges: Bolts and nuts for flanges shall be Type 316 stainless steel. Gaskets shall be NSF 61 certified and be composed of synthetic fiber with rubber binder and shall be “full faced”, 1/8-inch thick. Gasketsshall conform dimensionally to ANSI B16.21.
8) Grooved End Fittings: Fittings smaller the 24-inches in diameter with grooved ends shall have rolled grooves, flexible type, with dimensions as shown in AWWA C-606, Table 3. Steel wall thickness shall be standard weight, ANSI B36.10. Cement-mortar lining and ID dimensions shall be the same as the specified pipe. 105
17 9) Welded Fittings: Welded joints shall be lap welded – double lap welded or joined by butt-strap connection. One of each section shall be swaged out to form a female or bell end, which allows the male or spigot end to enter approximately 1-inch with a clearance of approximately 1/32-inch. The spigot end shall be “sized” to permit it to enter the bell end of the adjacent section and the weld bead shall be ground flush for the distance it is to enter the bell end. Welders shall be qualified under the provisions of ANSI/AWS D1.1 by an independent local, approved testing agency not more than 6 months prior to commencing work on the pipeline.
3.4 MAIN LINE COUPLINGS
A. Ductile Iron Flexible Couplings
1) Ductile iron couplings meeting the requirements of ASTM A536 and manufactured in accordance with the requirements of AWWA C219 for unrestrained coupling used to join plain end pipes shall be either two-bolt or multi-bolts with a minimum rated pressure of 250 psi working pressure. All flexible couplings shall be fusion-bonded epoxy lined and coated in accordance with AWWA C213. The minimum center sleeve length shall be 7-inches for pipe sizes up to 6-inches in diameter; 10- inches for pipe sizes larger than 6-inches pipe diameters.
2) Sleeve Bolts: Sleeve bolts shall be corrosion-resistant Type 304/316 stainless steel with minimum yield strength of 45,000 psi and shall conform to ASTM-A-193 and AWWA C111.
3) Transition Couplings: These are designed to connect pipes of the nominal size, but different materials shall be ductile iron, meeting the requirements of ASTM A536 and manufactured in accordance with the requirements of AWWA C219. Transitional coupling shall have a 250 psi rated working pressure with fusion-bonded epoxy lined and coated in accordance with AWWAC213 using stainless steel 316 fasteners, nuts, and bolts.
B. Restraint Couplings
1) Ductile iron restraint couplings shall meet the requirements of ASTM A536 with 250- psi rated working pressure with fusion-bonded epoxy lined and coated in accordance with AWWAC213 with stainless steel 304/316 fasteners, nuts, and bolts. 106
18 3.5 MAIN LINE VALVES
A. Gate Valve (4” – 12”)
1) General: For 4-inch through 12-inch diameter valves, the contractor shall provide epoxy-coated, resilient-seated gate valves with FL x MJ. Valves larger than 12-inches in diameter shall be project-specific and receive approval from the City Engineer or Water Division Manager.
2) Resilient Seated Gate Valves: 4-Inches Through 12-Inches: Resilient seated wedgetype gate valves shall conform to AWWA 509 and the following requirements. Valve shall have a wedge-type resilient seat, fully encapsulated in peroxide-cured EPDM.
Valves shall be designed for a minimum working pressure of 200 psi. 3) Stem: Valves shall have non-rising stems fabricated of Type 304 or Type 316 stainless steel. As an alternative stem material may be high-strength bronze alloy. Stem nuts shall be independent of the gate and shall be made of bronze.
Low friction and torque reduction thrust bearings shall be provided both above and below the stem collar. Stuffing boxes shall be O-ring seal type with two rings located in the stem above the thrust collar. Stem shall be equipped with a 2-inch AWWA square nut and shall turn in a counter-clockwise direction to open the valve. 4) Valve Stem Extension: A valve stem extension shall be provided for each valve having an operating nut more than 40” below finished grade. Extension stem either of standard manufacture or shop fabricated shall bring the operating nut within 12- inches of the surface.
The extension stem shall be made of a solid round steel bar of a diameter equal to the valve stem diameter with a minimum of 1-inch diameter or extra heavy steel pipe of diameter equal to 1.25 times the valve stem diameter with a minimum of 1.25-inch diameter.
5) Coating: Valves shall be factory-coated with fusion-bonded epoxy on all interior and exterior surfaces. Epoxy coating shall be in accordance with ANSI/AWWA C550 Standard.
6) Polyethylene Wrap: Buried valves shall be wrapped with two layers of 8-mil polyethylene wrap per AWWA C105 and secured with a 10-mil thick corrosion protection tape.
107
19 7) Valve Anchor: Valves shall be anchored in concrete as specified by the Standard Plate.
Supports are not required for buried valves bolted to flanged pipe or fixed or supported fittings. Supports shall be installed prior to pressurizing the system. 8) Boxes & Risers: Valve boxes shall be Bingham & Taylor Mark V Heavy with 8-inch PVC SDR-35 risers.
B. Butterfly Valves
1) General: Butterfly valves shall be in accordance with the requirements of AWWA C504, Class 250B, and shall be permitted only when specifically called for in the plans and approved by the City Engineer or Water Division Manager. 2) Valve Body: Shall be ductile iron with integrally cast mechanical joint or flanged ends. 3) Nuts and Bolts: Body bolts for all valves shall be Type 304/316 stainless steel. 4) Valve Operators: Shall be of the manual traveling nut design. Operators shall be equipped with a 2-inch AWWA square operating nut and shall turn in a counterclockwise direction to open the valve. The valve operators shall be sealed and gasketed and lubricated for underground service and have stops in the open/close position. The actuator shall have a mechanical stop which will withstand an input torque of 450 ft-lbs against the stop.
5) Coating: Valves shall be factory-coated with fusion-bonded epoxy on all interior and exterior surfaces. Epoxy coating shall be in accordance with ANSI/AWWA C550 Standard.
6) Polyethylene Wrap: Buried valves shall be wrapped with two layers of 8-mil polyethylene wrap per AWWA C105 and secured with a 10-mil thick corrosion protection tape.
7) Valve Anchor: Valves shall be anchored in concrete as specified by the Standard Plate.
Supports are not required for buried valves bolted to flanged pipe or fixed or supported fittings. Supports shall be installed prior to pressurizing the system. 8) Valve Boxes & Risers: Valve boxes shall be Bingham & Taylor Mark V Heavy with 4- inch skirt and box flange along with 8-inch PVC SDR-35 risers. 108
20 C. Tapping Sleeves and Valves
1) Tapping sleeves shall be made of stainless steel, including the bolts, nuts, and washers, and shall be made in accordance with AWWA C223 and shall be 200 psi working rated pressure.
2) Tapping valves shall be resilient-wedge gate valves.
3.6 SPECIALTY VALVES
D. Combination Air Release and Vacuum Assemblies
1) Combination Air Release and Vacuum Relief Valves (1-inch through 2-inch): Shall consist of both an air and vacuum valve and air-release functions contained in one body. The air and vacuum shall serve to release and admit large quantities of air when pipelines are filled and drained. The air-release shall serve to release small quantities of air that accumulate during pipeline operation. Valves shall have an operating pressure of 150 psi. Valves shall be ARI D-040 or equal. 2) Air-Release Valves: 3-inch and greater, shall be project-specific and approved by the City Water Division.
3) Vented Cover: 2-inch and smaller valves shall be enclosed inside a removable, cylindrically-shaped, vented cover. Vented covers shall be manufactured of linearlow-density polyethylene (LLDPE) as made by Amorcast Products, Pipeline Products, Inc. or equal. The color of the vented cover shall be Sandstone for potable water applications and purple for recycled water applications. The cover shall be 18-inches diameter by 30-inches high vented enclosure.
4) 3-inch and Greater: Valves enclosure shall be project-specific and approved by the City Water Division.
3.7 FIRE HYDRANTS
E. Fire Hydrants
1) General: Fire Hydrants shall conform to AWWA C503 unless otherwise specified.
Hydrant bodies will be all ductile iron construction. Fluted design. Fire hydrants shall have a 6-inch barrel unless otherwise noted. The sizing and type of City of Oxnardapproved hydrants are as follows:
109
21 Type Residential R-1 4” x 2-1/2”
Jones Triton J-4040 or equal
Type II R-2 or greater 4” x 4” x 2-1/2”
Multi-Family, Commercial, Industrial Jones Triton J-4065 or equal 2) Bury shall have a minimum inlet size of 6-inches with mechanical joint. Hydrant mounting flange shall be six-hole pattern on 9.44 centers. Bury and extension sections shall be as manufactured by Clow, Tyler, South Bay Foundry, or equal. 3) Hydrant bodies shall have a mounting flange with six-hole pattern on 9.44 centers.
Required nozzles shall be individually controlled with rubber disc, compression type valve and shall be fitted with threaded protecting caps. Nozzle threads shall conform to ANSI (ASA) B 26 National Standard fire hose coupling screw threads. 4) Break-Off Check Valves: Break-off check valves shall be installed with all fire hydrants meeting the requirements of AWWA C503. The product shall be Hydrant Guard HG1- 611-611 or approved equal.
5) Coating: Interior ferrous surfaces of the bury and spool shall be coated with cement mortar and bituminous asphalt inside and out.
6) Exterior Painting: Fire hydrants shall be surface prepared to receive paint by scraping and wire brushing, and shall be painted with one coat of primer, Dunn-Edwards 42-44 and two coats of DunnEdwards Hi-Visibility Yellow, Syn-Lustro #10-14, or approved equal.
3.8 TRENCH BACKFILL
A. Pipe Zone
1) The pipe zone shall include the full width of the trench from the bottom of the pipe or conduit to a horizontal level 12-inches above the top of the pipe. Where multiple pipes or conduits are placed in the same trench, the pipe zone shall extend from the bottom of the lowest pipes to a horizontal level above the top of the highest or topmost pipe.
110
22 2) Pipe Zone and Pipe Base - The pipe base and pipe zone backfill material shall be imported sand and shall conform to the following gradation with a minimum sand equivalent of 50 per ASTM D2419:
Sieve Size Percent Passing
3/8 – inch 100
No. 4 75-100
No. 30 12-50
No. 100 5-20
No. 200 0-10
B. Trench Zone
1) Trench Zone - Native or imported backfill with a minimum sand equivalent of 20 per ASTM D2419 and shall be fine-grained non-organic materials free from peat, roots, debris, and rocks larger than 3-inches, and which can be compacted to 95% relative compaction, unless otherwise directed by the jurisdictional agency. Trench zone backfill for all public streets shall be in accordance with City Standard Plates or as specified by the jurisdictional agency and as shown on the agency’s typical trench detail.
2) Slurry Backfill: A cement/sand slurry mix of 1-1/2 sacks may be used in lieu of compacted soils backfill.
C. Slurry Backfill
3) Trench Zone - Native or imported backfill shall be excavated, fine-grained non-organic materials free from peat, roots, debris, and rocks larger than 3-inches, and which can be compacted to the specified relative compaction unless otherwise directed by the jurisdictional agency. Trench zone backfill for all public streets shall be in accordance with City Standard Plates or as specified by the jurisdictional agency and as shown on the agency’s typical trench detail.
D. Gravel or Crushed Rock.
1) Refill Material for Foundation Stabilization - Refill material below the pipe shall be material conforming to the size requirement for gravel or crushed rock conforming to the Standard Specifications for Public Works Construction, Section 200-1.2 and shall meet the following gradation:
111
23 Designated Material Size
Percent Passing by Weight
Sieve Size 1-1/2-inch 1-inch 3/4-inch
2-inches 100 -- --
1-1/2-inches 90-100 100 --
1-inch 20-55 90-100 100
3/4-inch 0-15 30-60 90-100
1/2-inch -- 0-20 30-60
3/8-inch 0-5 -- 0-20
No. 4 -- 0-5 0-5
No. 8 -- -- --
3.8 CONCRETE AND REINFORCING STEEL
A. Concrete
1) Concrete material shall consist of portland cement, concrete aggregates, and water, meeting Standard Specifications for Public Works Construction Concrete Class 560-C3250.
B. Reinforcing Steel
1) Concrete reinforcement bars shall be Grade 40 minimum deformed bars meeting the requirements of ASTM A615. Where bars are used as tie-down in anchor or thrust blocks, they shall be with a bitumastic coal tar epoxy coating. 2) Steel mesh reinforcement shall be in accordance with the requirements of ASTM A185.
E. Bollards
1) Steel bollards: Where fire hydrants are not located behind a curb, bollards constructed to protect fire hydrants shall be A-120 steel pipe 4-inches in diameter and a minimum of 0.25-inches of wall thickness filled with concrete or approved equal.
The bollards shall be painted yellow, matching the fire hydrant. 112
24 SECTION 4 – EXISTING FACILITIES
The contractor shall be responsible for potholing and determining in advance the location and elevation of all existing pipelines to which connections are to be made. Discrepancies shall be reported to the City and design engineer prior to the fabrication of or purchase of material affected by the discrepancy.
The contractor shall notify Underground Service Alert of Southern California (USA Dig Alert) at least two working days prior to construction at 1-800-422-4133.
The City does not warranty the condition, size, material, and location of existing facilities. The contractor shall be responsible for verifying the properties of the existing pipe that will be connected to the proposed piping.
4.1 PROTECTION
A. Protection of Existing Utilities and Facilities
1) The contractor shall be responsible for the care and protection of all existing sewer pipes, water pipes, gas mains, culverts, power or communications lines, sidewalks, curbs, pavement, or other facilities and structures that may be encountered in or near the area of the work.
2) It shall be the duty of the contractor to notify USA Dig Alert and each agency of jurisdiction and make arrangements for locating their facilities prior to construction. 3) The contractor shall submit a plan as to the method the contractor will use to protect and support any utilities that will become exposed during excavation or that are vulnerable to failure due to unsupported trenches or other construction activity. 4) In the event of damage to any existing facilities during the work progress and of the failure of the contractor to exercise the proper precautions, the contractor will pay for the cost of all repairs and protection to said facilities. The contractor’s work may be stopped until repair operations are complete.
5) The contractor shall provide temporary support for all pipelines crossing the proposed trench. All pipelines 18-inches in diameter or larger crossing over the proposed water main with less than four (4) feet of clearance shall have concrete support poured as 113
25 shown on the drawings or as directed by the City Representative. All pipelines less than 18-inches in diameter and crossing over the proposed water main with less than two (2) feet of clearance shall be protected by pouring a 1.5-sack sand/cement slurry from the top of the water main to the bottom of the crossing pipeline. 6) The contractor shall protect the thrust blocks in place or shore to resist the thrust by a means acceptable to the City.
7) If the thrust blocks are exposed or rendered to be ineffective in the opinion of the City, the contractor shall reconstruct the thrust block to bear against firm unexcavated or backfill material. Provide firm support by backfilling that portion of the trench for a distance of a minimum of two (2) feet on each side of the thrust block to be reconstructed from the pipe bedding to the pavement subgrade, with 1.5-sack sandcement slurry. Excavate the backfill material for construction of the thrust block.
4.2 REMOVAL
A. Removal of Existing Utilities and Facilities
1) Removal of existing pipelines shall mean complete removal of the existing pipeline and disposal of the pipe and appurtenances designated as unsalvageable. The contractor is responsible for the disposal of all pipe materials and associated costs. 2) All water service surface fittings, meters, meter boxes, and customer service valves shall be removed. The service line and corporation stop shall be removed, the service saddle plugged with a brass (lead-free) plug, or its service saddle and corporation stop removed, and the tap plugged with a repair clamp unless directed otherwise by the City. If there is no corporation stop on the service, the adapter shall be removed, and a brass plug shall be installed in the service saddle. If the water service is a direct tap, the corporation stop shall be removed, and a repair clamp shall be installed. 3) All portions of the vault or structure to be abandoned shall be removed to a point six (6) feet below the finished ground surface. The remaining portions of the vault shall be filled with 1.5-sack sand cement slurry. A sufficient quantity of holes shall be provided through the bottom of the vault to allow for water to drain out of the abandoned structure.
4) All asphalt and concrete and other pavement removed or damaged during the course of construction shall be restored to the standard of the jurisdiction having authority. 114
26 SECTION 5 – CONSTRUCTION DETAILS
Improvement plans with proposed service locations shall be submitted to the Community Development Department for review and approval of service locations. The contractor shall install all public water system and components consistent with the Standard Specifications for Public Works Construction (SSPW) except where specified herein.
5.1 GENERAL
1) All services shall be installed at the locations as shown on the approved plans. Locations shall be in the public right-of-way at 18 inches or greater from the side property line. 2) Water service connections shall be installed in conformance with the water standard plates and other applicable approved drawings.
5.2 HANDLING AND LAYING PIPE
1) All foreign matter or dirt shall be removed from the inside of the pipe before it is lowered into its position in the trench, and it shall be kept clean by approved means during and after laying. All openings in the pipeline shall be closed with watertight expandable type sewer plugs or PVC C900 test plugs at the end of each day’s operation or whenever the pipe openings are left unattended. The use of burlap, wood, or other similar temporary plugs will not be permitted.
2) At times when pipe laying is not in progress, the open ends of the pipe shall be closed by approved means, and no trench water shall be permitted to enter the pipe. 3) Whenever water is excluded from the interior of the pipe, adequate backfill shall be deposited on the pipe to prevent floating. Any pipe that has floated shall be removed from the trench and be re-laid as directed by the engineer. 4) Neither PVC nor ductile iron pipe shall be deflected vertically or horizontally in excess of the recommendation by the manufacturer of the coupling. 5) Onsite pipe storage shall be limited to a maximum of one week unless an exception is approved by the City.
6) Plastic caps placed over the ends of the steel pipe shall not be removed until the pipe is 115
27 ready to be placed in the trench. Plastic caps may be opened temporarily to spray water inside the pipe for moisture control.
7) Sewer and Storm Crossings: All crossings shall meet the latest Title 22 separation requirements.
8) Casings: Casings shall be installed where dedicated on the plans by jacking or boring.
Casings shall be of smooth steel, coat tar enamel coated with diameter and cylinder thickness as shown on the plans and Standard Plate. Installations of the water main within the casing shall comply with the applicable pipe manufacturer’s recommendations.
Synthetic skids used to convey the pipe through the casing shall be sized to maintain a uniform space between the pipe and casing, which shall be sand or a material designated by the design engineer.
9) If deemed necessary to fill voids outside the casing well, holes shall be provided at 4-feet intervals, staggered longitudinally for injection of cement mortar grout. The ends of the casings shall be sealed with portland cement concrete or approved flexible material. If a rigid connection is made between the cas1.ng and PVC pipe, a flexible joint shall be made at a point not more than two feet from each end of the casing. 10) Pipe installed in casing and offset shall be ductile iron. Joints shall be US pipe TR Flex restrain joint or approved equal.
11) Offset section will include a blow-off valve and air-vac breaker. 12) Thrust blocks are required at each elbow in addition to mechanical restraint joints per standard plate.
5.3 INSTALLING VALVE AND BOXES
1) Gate Valves: All resilient gate valves shall be anchored in concrete in the manner shown on standard plate. Care shall be taken to prevent concrete from running over the valve bells against the pipe or into the bells and to keep the bonnet bolts accessible. Any concrete on the operating nut, stem packing glands, or bonnets shall be removed. 2) Butterfly Valves: All butterfly valves shall be anchored in concrete in the manner shown on standard plate. Care shall be taken to prevent the concrete from running over the valve bells against the pipe or into the bells and to keep the valve operator bolts accessible. Any concrete on the operating nut, stern spading glands, or bonnets shall be removed. 3) Valves Boxes: Valve boxes shall be installed by the contractor at each valve location. The 116
28 boxes shall be so placed that they will just cover the packing glands of the valves and so that settlement of one and one-half inches will not bring the bottom of the boxes into contact with the valves. Boxes shall be set plumb and centered over the operating nut of the valve.
5.4 INSTALLING FIRE HYDRANTS
1) Standard Fire Hydrant: The location of hydrants shall be shown on the plans. Where hydrants are to be placed at corners, they shall be located five feet before the beginning of the curb curve. At locations on other corners, they shall be placed as close to property lines between lots as field conditions permit, except that they shall not be within five feet of the driveway. The fire hydrant lateral shall be perpendicular to the water main. 2) The complete hydrant installation will include a main line MJ tee with a six-inch flanged outlet, and a six-inch flange by MJ valve. A 6-inch MJ bury with a check valve. In parkways, the bury and spool shall be set so that its flanged outlet is approximately three inches above the top of the curb.
3) The hydrant body shall be set on the bury so that the outlets are aligned to the curb, as shown on the standard plate. Acceptable breakaway bolts shall be used with nuts on the underside of the flange. Upon completion of the installation, the hydrant shall be cleaned of all concrete, dirt, and debris, and all exposed iron or steel parts, including bolts, shall be painted.
5.5 THRUST BLOCKING
All fittings, hydrants, reducers, caps, and line valves subject to thrust action from line or test pressure shall be checked against thrust by “poured in place” concrete blocks of sufficient size as determined by the engineer. Thrust blocks shall consist of concrete developing a compressive set strength 3,000 psi in 28 days, poured against undisturbed earth in such a manner that all joints are exposed.
5.6 AIR AND VACUUM VALVES
Air release and vacuum valves shall be installed where indicated on the plans and where directed by the engineer. Installation shall consist of a corporation stop, service saddle, copper tubing, curb stop, air-vac valve with return bend, and housing. Valve assembly shall be installed above ground and in accordance with standard plate. 117
29 5.7 SERVICES
1) All services, unless otherwise indicated on the plans or specified in the special conditions, of new water services from 1 to 2 inches in size shall be as shown on standard plates and shall include excavation and backfill, furnishing, installing, testing, and disinfection of service tubing, tube fittings, corporation stops, and curb or angle stops with an appropriate fitting for meter connection.
2) All services 1 to 2-inches, including the meters, shall be within the City right-of-way or easement. Services include domestic, irrigation, fire sprinkler, and any other type of water service, from the city water system to private property. Water meters 3-inches and larger shall be installed as part of the backflow devices located at a maximum distance of 5-feet from the right-of-way or within the public utilities/water easement. 3) Services shall not be installed on private property without easement of public water/utilities.
4) A backflow assembly shall be installed on all irrigation, fire, commercial, industrial, and multi-family services. See backflow types and requirements under CROSS-CONNECTION.
Backflow assemblies shall be located 5 feet maximum from the property line or City water easement closest to the water meters.
5) Services 4-inches and larger shall include a tee, valve, thrust block, ductile iron fittings, and cap or plug. All service runs shall be perpendicular to the main for their entire length. 6) All polyethylene services shall be perpendicular to the main, with a blue 12 gauge locating wire installed.
7) Meter boxes subject to traffic shall be traffic-rated lids. 8) If necessary, jumpers may be provided by the City as approved by the Water Manager. 9) Contractor shall have a service tapping card on file for each service. 10) The service pipe and tailpiece shall be the same size as the meter for 1 to 2-inch meters.
A 3/4-inch meter shall have 1-inch service pipe from the main. 11) The building service line after the tailpiece may be a larger pipe diameter per approved plans.
118
30 12) Service saddle shall be used for all service connections. Direct tap or other methods are not to be used unless existing pipe conditions do not allow the installation of the service saddle. In such scenario, the contractor shall submit a proposed method to the City Engineer for approval.
13) Corporation stops shall not be located within 12-inches (measured longitudinally along pipe) of each other.
14) All copper service pipes and fittings for 1.5-inch and 2-inch services shall be copper Type K sweat joint using lead-free solder. 1-inch water services shall be polyethylene pipe with pack joint style and stainless-steel inserts.
15) Services and laterals larger than 2-inches shall be constructed using C900 PVC DR 14 or Ductile Iron Pipe with the minimum service size of 4-inches. All services shall be tested prior to backfilling. A minimum separation of 10-feet shall be maintained between water services and sewer laterals.
5.8 EXISTING WATER SERVICES
1) Transferring Services: If an existing service meets the requirements of these specifications and is deemed acceptable by the Water Manager, it need not be renewed or replaced. It may be disconnected from the existing main and reconnected to the main, with all additional material and labor required furnished by the contractor unless otherwise specifically provided in special condition.
2) Replacing Services: Galvanized black iron or PVC services not meeting the requirements of these specifications or services acceptable to the Water Manager shall be replaced by new material conforming to the requirements of these specifications. Where an existing service is on flat rate and does not include a meter, the replacement shall consist of a connection to the main (with service saddle, if required), service line, meter stops, meter, meter box, and connection to the customer’s service at property line. The contractor shall furnish all necessary labor and materials for the replacement with the approval of the City Engineer.
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31 SECTION 6 – TESTING AND DISINFECTING WATER MAINS
The contractor shall test all newly constructed waterlines, service lines, and appurtenant structures for pressure and leakage; all lines and structures shall be cleaned and disinfected at the contractor’s expense prior to acceptance by the City.
Testing and disinfection of water mains and appurtenances shall be per the applicable AWWA Standards except as modified herein. The contractor shall provide written approval of the Water Manager’s disinfection plan before conducting the testing and disinfection. The contractor shall coordinate with the City Inspector and establish the testing schedule before the actual time of testing and disinfection. Testing shall not commence until the City Inspector approves the schedule.
When the pressure test, leakage test, chlorination, or bacteriological and plate count tests fail to meet the requirement of the specifications, the contractor shall, at his/her own expense, make the necessary repairs, replacements, or repetition of procedures to conform to the specified requirements. The contractor shall correct all defects in workmanship or materials that become evident by inspection or testing at any time during the work. The contractor shall perform all testing and disinfection after the complete installation and compaction of all underground utilities.
The contractor shall provide city-approved backflow prevention assemblies and a temporary hydrant meter or construction meter to account for water usage prior to the commencement of any procedure(s) hereinafter.
6.1 PRESSURE TESTING
Hydrostatic testing aims to test for the ability of the water system to withstand required pressure and to ensure the pipeline does not leak. Hydrostatic tests shall be conducted in accordance with the following:
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32 Hydrostatic Testing Criteria
Pipe Material Criteria
Steel AWWA Manual of Water Supply Practices M11, Steel
Pipe - A Guide for Design and Installation.
Polyvinyl Chloride (PVC)
AWWA Manual of Water Supply Practices M23, PVC
Pipe-Design, and Installation, and ANSI/AWWA Standard
C605; Underground Installation of Polyvinyl Chloride
(PVC) Pressure Pipe and Fittings for Water.
Ductile Iron (DI)
AWWA Manual of Water Supply Practices M41, DuctileIron Pipe, and Fittings. ANSI/AWWA Standard C600; Installation of Ductile- Iron Water Mains and Their
Appurtenances.
1) All water mains and appurtenances shall be tested as described herein; the pressure test shall not be performed until the following conditions have been met:
• In areas where a pavement surfacing is to be constructed, the pressure test shall be performed only after other utilities such as storm drains and sanitary sewers have been installed;
• Subgrade materials of the portion of the pavement area have been constructed to proper grade, and all compaction tests, including tests for water trenches, have been approved by the City;
• All services, fire hydrants, meter boxes, and other appurtenances have been installed and adjusted to final grade and location;
• All concrete anchor and thrust blocks shall have cured at least three (3) days; 2) A blind flange or other approved mechanical separation shall be provided between the backflow prevention assemblies and pipe sections undergoing pressure to prevent pressure from being exerted against the backflow prevention assembly check valves. 3) All air shall be purged from the pipeline before checking for leaks or performing pressure tests on the system. To accomplish this, if air valves or other outlets are not available at high points, taps shall be made to expel the air, and these taps shall be tightly plugged after testing.
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33 4) The maximum length of pipe to be included in any one test shall be not more than 2,500 feet or the distance between valves, whichever is less. The contractor shall provide suitable test bulkheads, blocking, and fittings to permit such sectionalizing. 5) Pressurization:
a. After the pipeline has been filled and allowed to sit a minimum of 48 hours (72 hours for mortar-lined pipelines), the pressure in the pipeline shall then be pumped up to the specified test pressure.
b. If a large quantity of water is required to increase the pressure during testing, entrapped air, leakage at joints, or a broken pipe may be suspected. TESTS SHOULD BE DISCONTINUED until the source of trouble is identified and corrected. c. Field Test Pressure: Unless otherwise specified, the pipeline shall be subjected to a field hydrostatic pressure of 200 psi pressure for a minimum period of 15 minutes and 4 hours at 150 psi.
6) Allowable Leakage Pipelines of Diameter 10-inches and Under:
a. When the test pressure has been reached, pumping shall be discontinued until the pressure in the line has dropped 5 psi, at which time the pressure shall again be pumped up to the specified test pressure. This procedure shall be repeated until four hours have elapsed from the time the specified test pressure was first applied. At the end of the four-hour period, the pressure shall be pumped up to the test pressure for the last time.
b. The leakage shall be considered as the total amount of water pumped into the pipeline during the four-hour period, including the amount required to reach the test pressure for the final time. The following table indicates the leakage allowance for various sizes of pipe and test pressures:
122
34 Allowable Leakage Gallons per Hour
(per 100 ft of Pipe)
Diameter
Test Pressure
150 psi
Test Pressure
200 psi
4” 0.033 0.038
6” 0.050 0.057
8” 0.066 0.760
10” 0.083 0.096
12” 0.099 0.115
14” 0.115 0.134
16” 0.132 0.153
18” 0.149 0.172
7) Note the allowable leakage rate for pipeline sections with flanged, welded, and/or grooved-end joints shall show zero.
8) Repetition of Test: If the actual leakage exceeds the allowable, the faulty work shall be located and corrected, and the test shall be repeated. The work shall be restored, and all damage resulting from leaks repaired. All visible leakage shall be eliminated. 9) Bulkhead and Test Facility Removal: After a satisfactory test, the water shall be drained, test bulkheads and other test facilities removed, pipe coatings restored, and the section of pipe shall be connected to the adjacent piping.
6.2 FLUSHING
1) Newly constructed water mains shall be flushed with potable water before disinfection.
The primary purpose of flushing is to remove the sediments and miscellaneous products of construction. Included shall be service lines, fire hydrants, valves, and all other accessories.
2) The contractor shall provide a sufficient number of suitable outlets at the end(s) of the line(s) being sterilized, in addition to those required by the plans, to permit the main to be flushed with water at a velocity of at least 2.5-feet per second over its entire length. 123
35 Minimum Flushing Flow Rate for Velocity of 2.5 (fps) Nominal Inside Diameter
Inches
Minimum Flushing Flow
Gallons Per Min
Minimum Blow-off Size
Inches
4 100 1
6 220 1.5
8 390 2
10 610 2.5
12 880 3
14 1200 3.5
16 1565 3.5
18 1980 4
3) Flushing shall not be a substitute for preventive measures. If the City Inspector observes dirt in the pipe, the interior of the pipe shall be cleaned and swabbed as necessary with a
12.5% hypochlorite disinfecting solution and may require additional bacteria samples. 4) The contractor shall remove the flushing water or the chlorinated water from the project area. The contractor shall be responsible for any damage resulting from flushing operations.
5) The contractor shall obtain a wastewater discharge permit from the Environmental Compliance Division before discharging to the public sewer system. The contractor shall ensure that the flushed water has a residual chlorine content that does not exceed 0.10 mg/L.
6.3 DISINFECTION
1) All newly constructed water mains and appurtenances shall be disinfected following AWWAC-651, Disinfecting Water Mains, except as modified herein. Disinfection shall be performed after the pressure and leakage tests have been performed by the contractor and accepted by the City.
124
36 2) Chlorine used for disinfection must be a liquid chlorine solution. The liquid chlorine and sodium salts, making up the sodium hypochlorite solution (sodium hypochlorite less than or equal to 15%; typically 12.5%), shall be fed directly into the water main pipe. NSF/ANSI 61 sodium hypochlorite shall be approved for potable water use. The contractor shall follow the safe handling practices outlined in AWWA M20 - Water Chlorination/ Chlorination Practices.
3) The chlorine solution shall be used using the continuous feed method as outlined in subsection 5.2 of AWWAC-651-05 except when modified by the Water Manager. Water dosed with chlorine is fed into the line at a constant rate such that the chlorine concentration of the water in the pipe is maintained at a minimum of 50 mg/L and a maximum of 150 mg/L available chlorine. The chlorine application shall not cease until the entire main is filled with the chlorine solution, and all valves and hydrants shall be operated to disinfect the appurtenances.
4) The chlorinated water shall then be retained in the main for a minimum 24-hour period.
At the end of the 24 hours, the chlorine residual shall be no less than 25 mg/L throughout the main.
5) After the applicable retention period, the heavily chlorinated water shall be flushed from the main until the chlorine residual in the water leaving the main is no higher than that in the generally prevailing distribution system.
6.4 BACTERIOLOGICAL TESTS
1) After final flushing and before the main is placed into service, a sample or samples shall be collected and tested for bacteriologic quality and shall show the absence of coliform organisms. All bacteriologic testing shall be performed by a State/County certified testing facility.
2) If the initial disinfection fails to produce satisfactory samples, or in the case of pressure breaks during hydrostatic testing, complete flushing, and disinfection shall be repeated until satisfactory results are obtained. When all procedures are complete, and the samples are determined to be satisfactory, the City will approve the main being placed into service.
3) The contractor shall be solely responsible for constructing a water main that passes the pressure and leakage test and complies with the disinfection requirements specified herein. The fact that the City provides inspections during the construction and testing of 125
37 the water facilities and receives laboratory test results shall not relieve the contractor’s responsibility in this regard.
4) It is the contractor’s responsibility to prevent the consumption or use of water from undisinfected mains, whether by the workers, subcontractors, or any other person to come into contact with the un-disinfected water. The contractor shall indemnify and hold harmless the City, its officers, agents, and employees from any and all claims, suits, or actions of every name, kind, or description, brought by any person or persons for or on account of any injury, sickness or death of any person, including the contractor, sustained or arising out of the consumption of water from the main until final acceptance by the City.
6.5 CONNECTIONS TO EXISTING WATER MAIN LINES
1) Under no circumstances shall a connection be made permanent or otherwise, between any existing water main, hydrant, or other source to any unapproved contractor-installed water main, regardless of size.
2) The contractor shall make no permanent connection between any contractor-installed water main and existing water mains except for wet-tapped water services. All wet taps require full-time City inspection. Wet-tapped connections with mechanical joint tapping sleeves shall be cleaned and disinfected following AWWAC-651. The work shall include treating the trench with a hypochlorite solution, as deemed necessary by the City Inspector; thoroughly cleaning the main to be tapped and the interiors of the sleeve and tapping gate; and swabbing the tapping sleeve interior with a 12.5% hypochlorite solution. 3) Water required for the initial filling, pressure testing, leakage testing, flushing, and chlorination may be obtained from an existing main through the public fire hydrant by use of a City-issued temporary hydrant meter. The temporary hydrant meter shall measure all water usage. The contractor shall supply a City-approved backflow prevention assembly prior to water usage.
4) The contractor shall pay a deposit, fees, and water usage charges for the temporary hydrant meter.
126
38 SECTION 7 – CROSS-CONNECTION BACKFLOW
The water supplier shall protect the public water supply from contamination by implementing a Cross-Connection Control program. The purpose of this section is to protect the public water supply against actual or potential cross-connections by isolating the water within the premise.
Contamination or pollution may occur because of some undiscovered or unauthorized crossconnection on the premises. Minimum cross-connection/backflow protection requirements are contained in Title 17 of the California Administration Code, USC Foundation for Cross-Connection Control and Hydraulic Research Manual of Cross-Connection latest edition, and Chapter 33 Article 4 of the City Code.
7.1 TYPES OF BACKFLOW PREVENTERS:
1) Air-gap Separation: An air-gap separation shall be located as close as practical to the user’s connection, and all piping between the user’s connection and the receiving tank shall be entirely visible unless otherwise approved in writing by the water supplier and the health agency.
2) Double-Check Valve Assembly: A double-check valve assembly shall be located as close as practical to the user’s connection and shall be installed above grade, if possible, and in a manner where it is readily accessible for testing and maintenance. 3) Reduced Pressure Principle Backflow Prevention Device: A reduced pressure principle backflow prevention device shall be located as close as practical to the user’s connection and shall be installed a minimum of 12 inches above grade and not more than 36 inches above grade measured from the bottom of the device and with a minimum of 12-inches side clearance.
4) Non-approved Backflow Devices: Pressure vacuum breakers (PVB) and atmospheric vacuum breakers (AVB) are not approved for use at user’s connections. 5) Location, size, and type of backflow prevention shall be approved by the City Engineer.
Protection shall be as close to the service connection as practical, with a maximum of 5- feet from the street right-of-way and within three feet of the side property line. 127
39 6) Service types requiring backflow prevention include:
• Multi-family (apartment complexes)
• Commercial and industrial services
• Irrigation services (except for single-family)
• Restaurant services
• Fire sprinkler system and service
Services not listed above may require backflow devices and shall be determined on a caseby-case basis. 7) All backflow preventers shall be visible from the public right-of-way to allow visual inspection and access at all times. If at any time visual inspection or access is obstructed by fences or any other obstruction, water service will be discontinued per City Code, Chapter 33.
7.2 SERVICE PIPING
The service pipe from the city water meter to the backflow preventer shall be:
1) Pipe and fittings smaller than 2-inches in diameter shall be brass/Type K Hard Copper.
Short threaded nipples and brass pipe shall conform to ASTM B 43, regular wall thickness, except that nipples and pipe of sizes 1-inch and smaller shall be extra strong. Threads shall conform to ANSI B1.20.1. Brass material shall be lead-free certified and conform to ANSI/AWWA Standard C800.
2) Pipe and fittings for 3-inch diameter and larger backflow prevention assemblies shall be double cement mortar ductile iron pipe.
7.3 INSPECTIONS AND TESTING
1) All backflow preventers shall be tested by the City Cross-Connection Control personnel. 2) Water service to unapproved devices or installations will be discontinued until the device or installation is approved.
128
40 7.4 FIRE SPRINKLER SYSTEMS:
1) All fire sprinkler systems are required to have a double check-detector valve assembly and a Fire Department connection.
2) Bypass meter type and manufacturer shall be approved by the Water Division. 3) Installation shall be at the location shown on plans. Other details refer to standard plates. 129
41 SECTION 8 – RECYCLED WATER IDENTIFICATION
8.1 RECYCLED WATER IDENTIFICATION
1) For buried PVC pipe carrying recycled water:
a. Purple-colored pipe marked with the wording “CAUTION: RECYCLED WATER, DO NOT DRINK” on opposite sides of the pipe. Lettering shall be a minimum of ½-inch high black letters and shall be repeated every 12-inches. b. Purple identification tape with the wording “CAUTION: RECYCLED WATER, DO NOT DRINK” may be attached directly to the top of the pipe with plastic adhesive tape. c. Encase PVC pipe with purple-colored polyethylene encasement with the wording “CAUTION: RECYCLED WATER, DO NOT DRINK.”
2) For buried Ductile Iron and Copper Pipe:
a. Attach purple-colored identification tape with the wording “CAUTION: RECYCLED WATER, DO NOT DRINK” directly to the top of the ductile iron and polyethylene encasement and copper pipe with plastic adhesive tape.
b. Encase ductile iron pipe with purple-colored polyethylene encasement with the wording “CAUTION: RECYCLED WATER, DO NOT DRINK”.
3) Warning Materials, Signs and Labels: Warning and locator tape shall be as supplied by T.
Christy Enterprises, Inc. (714/507-3300); Griffolyn Co., Inc. (800/213-6074); Terra Tape, Division of Reef Industries (800/231-2417); or equal.
4) The City requires warning labels on all appurtenances in vaults, such as air release valves, blow-offs, and meters, and on designated facilities, such as, but not limited to, pressurereducing valves, above-ground valves, and controller panels. 5) Each and every pipe shall be identified with a painted label. In a fenced area, at least one sign shall be posted on the fence, which can be readily seen by all operations personnel using the facilities.
6) Warning tags shall be inert plastic film or polyurethane formulated explicitly for prolonged exposure. The warning tag shall incorporate an integral attachment neck and reinforced attachment hole. The size of the tag shall be 3-inch by 4-inch with a minimum thickness of 10 mils.
130
42 7) Warning tags shall be attached with heavy-duty nylon fasteners. The size, type of label, and location will be dictated by each individual application and will be subject to acceptance by the City’s Representative. The minimum size shall be 0.5-inch letters. 8) Recycled water warning tags shall be prepared on purple field, and shall have the words:
“CAUTION: RECYCLED WATER – DO NOT DRINK” printed on the field in black letters.
Minimum letter height shall be 0.25-inches.
9) Warning labels shall be a minimum 3.5 mil flexible vinyl base with a permanent acrylic adhesive backing on a 90# stayflat liner. Both the background and legend are printed with UV-cured vinyl ink. The entire decal shall be clear flood-printed for superior weathering and UV protection. The size shall be 3.5-inch by 4.3-inch for controllers, 2.5-inch by 8.25- inch for pumping equipment, and 1.25-inch by 5.75-inch for potable water decals. 10) In all cases, the warning labels must be approved prior to installation. Failure to receive prior approval may result in the contractor removing and providing approved replacement(s). All costs shall be borne by the contractor for the replacements. 131
43 SECTION 9 – STORMWATER POLLUTION PREVENTION
The contractor shall use appropriate Best Management Practices (BMPs) to reduce constructionrelated impacts and control runoffs to protect channels, storm drains, and bodies of water from pollution.
9.1 POLLUTION PREVENTION PLANS
1) For projects that disturb less than one (1) acre of land, the contractor shall prepare a sitespecific Local Storm Water Pollution Control Plan (SWCP). 2) For projects that disturb one (1) acre of soil or more, the Developer or Contractor shall prepare a site-specific Stormwater Pollution Prevention Plan (SWPPP) per the latest applicable Construction Stormwater General Permit Order. 3) Disposal of construction water from operations such as groundwater dewatering and water used for testing, disinfecting, and flushing pipelines is not part of the work under this section.
9.2 DEWATERING
1) The contractor shall not be authorized to discharge groundwater, pipeline dewatering, or water for pressure testing or flushing to the storm drain without obtaining a General Water Discharge Permit for Groundwater Remediation and Dewatering Waste Discharges from the Regional Water Quality Control Board. The contractor will be required to obtain and pay for any NPDES permit required for the temporary dewatering and surface drainage control discharges to a storm drain facility.
2) The NPDES permit shall be prominently displayed on the site prior to constructing dewatering and surface water discharge operations. If the contractor is under contract with the City, not for a developer, and has been granted prior approval, they can work under the City’s NPDES Permit. The contractor shall notify the Water Division of the dewatering activities two working days prior to commencing the activity. 3) All water discharged from the temporary dewatering and surface control shall be disposed of in accordance with project permits. Dewatering of non-contaminated or contaminated groundwater via surface erosion is prohibited. 4) Excavations for foundations and structures shall be maintained in the dry for a minimum 132
44 of four (4) days after concrete placement. In no event shall water be allowed to enter an excavation and rise to cause unbalanced pressure on foundations and structures until the concrete and mortar have set at least 24 hours.
5) Dewatering and surface water control operations shall at all times be conducted in such a manner as to preserve the natural undisturbed bearing capacity of the subgrade at the bottom of the excavation. If the subgrade becomes disturbed for any reason, the unsuitable subgrade material shall be removed and replaced with compacted granular fill or other approved material to restore the bearing capacity of the subgrade to its original undisturbed condition.
6) Dewatering and surface water control operations shall be conducted in a manner that does not cause loss of ground or disturbance to the pipe bedding or soil that supports overlying or adjacent structures.
7) At the contractor’s sole expense and to the owner and/or the City’s satisfaction, the contractor shall repair and make good all damage or settlement to the foundation or other portion of any new or any existing facilities or structures caused by permanent or temporary failure or operation of the dewatering or by failure to maintain the existing groundwater level outside the dewatering areas.
133
SHEET OF W-01 2 REV. BY DATE DRAWN. APPROVED: MORGAN KESSLER, PE, CITY ENGINEER CKD. STANDARD PLATE GENERAL NOTES 2025 “ ” ’ “ ” “ ” ’ ’ TPC 134
STANDARD PLATE 2025 SHEET OF W-02 2 REV. BY DATE DRAWN. CKD. APPROVED: GENERAL NOTES TPC MORGAN KESSLER, PE, CITY ENGINEER 135
SHEET OF W-11 1 REV. BY DATE DRAWN. CKD. APPROVED: STANDARD PLATE FIRE HYDRANT 2025 TPC MORGAN KESSLER, PE, CITY ENGINEER 136
STANDARD PLATE SHEET OF W-21 1 REV. BY DATE DRAWN. CKD. APPROVED: STANDARD PLATE FIRE HYDRANT BOLLARDS 2025 TPC MORGAN KESSLER, PE, CITY ENGINEER 137
SHEET OF W-31 2 REV. BY DATE DRAWN. CKD. APPROVED: STANDARD PLATE GATE VALVE INSTALLATION 2025 TPC MORGAN KESSLER, PE, CITY ENGINEER 138
SHEET OF W-32 2 REV. BY DATE DRAWN. CKD. APPROVED: STANDARD PLATE GATE VALVE INSTALLATION 2025 MORGAN KESSLER, PE, CITY ENGINEER 139
SHEET OF W-41 1 REV. BY DATE DRAWN. CKD. APPROVED: STANDARD PLATE 2-INCH COPPER WATER SERVICE 2025 TPC MORGAN KESSLER, PE, CITY ENGINEER (FOR 1.5-INCH AND 2-INCH METERS) 140
SHEET OF W-51 1 REV. BY DATE DRAWN. CKD. APPROVED: STANDARD PLATE 1-INCH POLYETHYLENE WATER SERVICE 2025 TPC MORGAN KESSLER, PE, CITY ENGINEER (FOR 3/4-INCH AND 1-INCH METERS) 141
SHEET OF W-71 1 REV. BY DATE DRAWN. CKD. APPROVED: STANDARD PLATE BLOW-OFF VALVE INSTALLATION 2025 TPC MORGAN KESSLER, PE, CITY ENGINEER 142
SHEET OF W-81 1 REV. BY DATE DRAWN. CKD. APPROVED: STANDARD PLATE COMBINATION AIR-VAC VALVE 2025 TPC MORGAN KESSLER, PE, CITY ENGINEER 143
SHEET OF W-91 1 REV. BY DATE DRAWN. CKD. APPROVED: STANDARD PLATE 2-INCH AND SMALLER WATER AND BACKFLOW 2025 TPC MORGAN KESSLER, PE, CITY ENGINEER 144
SHEET OF W-10 1 1 REV. BY DATE DRAWN. CKD. APPROVED: STANDARD PLATE 3" & LARGER WATER METER AND BACKFLOW 2025 TPC MORGAN KESSLER, PE, CITY ENGINEER 145
2-INCH FIRE BACKFLOW SHEET OF W-11 1 1 REV. BY DATE DRAWN. CKD. APPROVED: STANDARD PLATE 2025 TPC MORGAN KESSLER, PE, CITY ENGINEER 146
3-INCH & LARGER FIRE BACKFLOW SHEET OF W-12
1 1 REV. BY DATE DRAWN. CKD. APPROVED: STANDARD PLATE 2025 TPC MORGAN KESSLER, PE, CITY ENGINEER 147
WATER MAIN CROSSINGS SHEET OF W-13 1 1 REV. BY DATE DRAWN. CKD. APPROVED: STANDARD PLATE 2025 TPC MORGAN KESSLER, PE, CITY ENGINEER 148
SHEET OF W-14 1 1 REV. BY DATE DRAWN. CKD. APPROVED: STANDARD PLATE FIRE HYDRANT AIR-GAP METHOD 2025 TPC MORGAN KESSLER, PE, CITY ENGINEER 149
SHEET OF W-15 1 1 REV. BY DATE DRAWN. CKD. APPROVED: STANDARD PLATE WATER SAMPLING STATION 2025 TPC MORGAN KESSLER, PE, CITY ENGINEER 150
SHEET OF W-18 1 1 REV. BY DATE DRAWN. CKD. APPROVED: STANDARD PLATE METER BOX AT BEACH TRACTS 2025 TPC MORGAN KESSLER, PE, CITY ENGINEER 151
SHEET OF W-20 1 2 REV. BY DATE DRAWN. CKD. APPROVED: STANDARD PLATE CONCRETE THRUST BLOCKING 2025 TPC MORGAN KESSLER, PE, CITY ENGINEER 152
SHEET OF W-20 2 2 REV. BY DATE DRAWN. CKD. APPROVED: STANDARD PLATE CONCRETE THRUST BLOCKING 2025 TPC MORGAN KESSLER, PE, CITY ENGINEER 153
SHEET OF W-21 1 1 REV. BY DATE DRAWN. CKD. APPROVED: STANDARD PLATE STANDARD TRENCH 2025 TPC MORGAN KESSLER, PE, CITY ENGINEER 154
SHEET OF W-22 1 1 REV. BY DATE DRAWN. CKD. APPROVED: STANDARD PLATE RESIDENTIAL FIRE LINE SERVICE 2025 TPC MORGAN KESSLER, PE, CITY ENGINEER 155
STANDARD PLATES AND DESIGN CRITERIA
FOR PUBLIC WORKS CONSTRUCTION
2002 EDITION
(UPDATED 2025)
CITY COUNCIL RESOLUTION NO. XXX
156
2002 STANDARD PLATES AND DESIGN CRITIERA
REVISION TRACKER
DATE PLATE DESCRIPTION
10.07.2025 All
City Council Resolution XXX approving an update to the 2002 Standard Plates and Design Criteria. Water system specifications and standard plates removed.
157
TABLE OF CONTENTS
SECTIONI
GENERAL REQUIREMENTS
PLATE SECTION
1 10
1 11
2 12
4 13
; 8 14
8 15
10 20
10 -1
10 -2
11 -3
GENERAL ROAD DESIGN GOALS AND PROCEDURES
GRADES
GEOMETRIC DESIGN STANDARDS
ASPHALTCONCRETE PAVEMENT DESIGN
INTERSECTION
MATERIAL TESTING
GENERAL STREET LIGHTING, TRAFFIC SIGNALS, TRANSIT
STREET LIGHTING GUIDELINES
TRAFFIC SIGNALS
TRANSIT FACILITIES
12 30 GENERAL WATER SYSTEM DESIGN GOALS AND PROCEDURES
22 31 FlRE HYDRANTS
25 32 SERVICE MATERIAL
27 33 MISCELLANEOUS MATERIALS
34 35
; 29 36 CONSTRUCTION DETAlL
38 37 TESTING & INSTALLATION
39 38 EASEMENTS
39 39 CROSS - CONNECnON BACKFLOW
STANDARO PlAN
2002
SHEET O.
DRAWN: STAFF PLATE i ICKD.: STAFFf,"~ { -' .... A.
Dep8.rtment 01 Public Works APPR. Granville M. awmon
TABLE OF CONTENTS .....
158
PLATE SECTION
40 40 GENERAL SEWER SYSTEM DESIGN GOALS AND PROCEDURES
42 41 DESIGN CRITERIA
46 42 GENERAL REQUIREMENTS
47 43 SEWER LOCATION
48 44 ALIGNMENT
49 45 DEPTH OF SEWERS
49 46 STRUCTURES
52 47 STRUCTURAL
52 48 FORCE MAINS AND LIFT STATIONS
53 49 WATER-SEWER SEPARATION - HEALTH REQUIREMENTS
¡
54 50 GENERAL DRAINAGE DESIGN GOALS AND PROCEDURES
55 51 STREET DRAINAGE CRITERIA
57 52 MODIFIED RATIONAL FORMULA - COOK'S METHOD
59 53 MODIFIED COOK'S - HYDROLOGIC CALCULATIONS
60 54 MODIFIED RATIONAL FORMULA - "c" FACTORS
61 -- FREQUENCY FACTORS, RAINFALL INTENSITY FACTORS AND
SHAPE CORRECTION FACTORS
62 -- AREA - RUNOFF - "c" FA CTORS (CURVE NO. ) - GRAPH.
ITY OF TABLE OF CONTENTS
ILD~RA~W~N-,-:;;;;;S;.;TA"""F=F=-~IC~KD!d.:.'i..,;;;: ;;;;;S;.;TA"""F~PI¿::,:,~ /I.A. I - , lA~I:A~nrJX.~~---
Department 01 Public W'orks APPR. -G=-:;--n~=i·lIe-..,M-:- •...,-=-Bo-wm-o.,-~---
STANDARD PLAN
2002
PLATE ii
SHEET OF
159
I
;
I
s
;I
ti
• .J
PLATE
100
101
102
103
104
105
106
107
108
109
110
111
& 112
113
& 114
115
116
117
118
119
120
121
122
123
124 ..
SECTION II
STREET IMPROVEMENTS
TITLE
RESIDENTIAL STREET
NOTUSED
ARTERIAL ROADWAY
NOTUSED
RESIDENTIAL SERVICE ROAD BULB CONNECTION
INDUSTRIAL SERVICE ROAD BULB CONNECnON
NOTUSED
RESIDENTIAL CUL-DE-SAC (PADDLE TYPE)
INDUSTRIAL CUL-DE-SAC
KNUCKLE INTERSECTION
CURERAMP
CONC. CURE, CURB AND GUTTER, A.C. BERM
CONCRETE SIDEWALK (WEAKENED PLANE JOINTS,
EXPANSION JOINTS, ANO SCORING LINES - TYPICAL SPACING)
CURE AND SIDEWALK JOINTS
CROSS GUTTER & SPANDREL
DRlVEWAY
COMMERCIAL AND INDUSTRIAL DRIVEWAYS
RlBDON GUTTER
NOTUSED
NOTUSED
UNDERGROUND UTILITIES LOCATED INSTREET
UNDERGROUND UTILITIES LOCATED IN ARTERIAL
SIDEWALK DRAIN PIPE
NOTUSED
PARKWAY DRAIN
TABLE OF CONTENTS
WN:STAFF CK .: STAFF
DeparbntJrJt 0:1 PubJic "orlC8, APPR.
Sl"MONIl PlAN
2002
PLATE ¡¡¡
SHEET OF
160
125 BARRICADE
126 INTERSECTION AND LEFT TURN POCKET
127 MEDIAN ENDS DETAlL
128 STAMPED CONCRETE MEDIAN DETAlL
SECTION III
TRAFFIC SYSTEM IMPROVEMENTS
PLATE TITLE
200 BUS TURNOUT-FORSTREETW/OPARKINGLANE
201 BUS TURNOUT - FOR STREET WITH PARKING LANE
¡ 202 BLUE REFLECTIVE PAVEMENT MARKERS
203 TRAFFIC CONTROL SIGNS
204 SIGN POSITION AND PLACEMENT
205 STREET NAME SIGN
& 206 OVERHEAD & ADVANCE STREET NAME SIGN
& 207 WAYFINDING SIGN
& 208 DOWNTOWN SIGNAGE
SECTIONIV 111
al
....
o
a:: WATER SYSTEM IMPROVEMENTS
o
c:
o
:;¡
'6 PLATE TITLE
tO
o 300 DETAILS FOR FlRE HYDRANT INSTALLATION
O>
¡'" 301 TYPICAL BARRICADES FOR FlRE HYDRANT PROTECTION
ro
::l 302 VALVE ANCHOR o
...J
303 VALVE BOX INSTALLATION
304 STANDARD II/i ,- 2" COPPER SERVICE INSTALLATION
STANDARD PlAN TABLE OF CONTENTS 2002
DRAWN: A. ROQUE CKD.: L.8.4 PLATE iv
Department of PubJic 1'forks APPR. L BOlderr~O' ~:~ SHEET OF 161
&305 STANDARD 1" POLYETHYLENE (P.E.) SERVICE INSTALLATION &306 GROUPED METER BOXES
&307 BLOWOFF INSTALLATION
308 COMBINATION AIR - YAC VALVE INSTALLATION
309 TYPICAL BACKFLOW PREVENTON DEVICE INSTALLATION
310 3" & LARGER WATER SERVICE AND METER INSTALLATION
311 TYPICAL FIRE UNE INSTALLATION
312 RELOCTION OF WATER MAIN AND PIRE HYDRANT
LATERALS - CONDITION I
313 RELOCATION OF WATER MAIN AND FIRE HYDRANT LATERALS
CONDITION II
314 FIRE HYDRANT CONNECTIONS AIR GAP METHOD
; 315 WATER SAMPUNG STATION
316 PROPOSED FENCING AROUND FIRE HYDRANTS & WATER METERS 317 3" & LARGER IRRIGATION WATER SERVICE AND METERINSTALLATION 318 METER BOX INSTALLATION AT BEACH TRACTS
319 NOTUSED
320 THRUST BLOCKING
321 NOTUSED
.2: 322 RESIDENTIAL FIRE UNE SERVICE Ql
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-
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o SEWER SYSTEM IMPROVEMENTS :::iE
ID
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al PLATE TITLE
;
N
tri 400 PRE-CAST CONCRETE MANHOLE
::l
.3 401 MODIFYING EXISTING MANHOLES
402 CHIMNEYS
403 BLANKET PROTECTION FOR PIPES
TABLE OF CONTENTS
DRAWN: A. ROQUE CKD.: L. B. ~~
DepBrtment 01 Public W'orks APPR. lo QlderrQ~ C~
STANDARD PLAN
2002
PLATE V
SHEET OF
162
&404 SUPPORT FOR CONDUITS ACROSS TRENCHES
&40S HOUSE CONNECTION (6" & BELOW)
&406 STEEP SERVICE LATERAL
407 TERMINAL CLEANOUT
408 SHALLOW MANHOLE
409 HOUSE CONNECTION REMODELING
410 INDUSTRIAL WASTE FLOW MONITORING VAULT
411 DROP MANHOLE
412 MANHOLE FRAME AND COVER
413 SAMPLEWELL
414 NOTUSED
41S GREASE INTERCEPTOR - INTERNAL PLUMBING CONFIGURATION ; 416 GRAVITY SEPARATOR - INTERNAL PLUMBLING CONFIGURATION
SECTIONVI
DRAINAGE SYSTEM IMPROVEMENTS
PLATE TITLE
SOO NOTUSED
> SOl CURB OPENING CATCH BASIN Q)
....
o S02 CURB OPENING CATCH BASIN WITH GRATING(S) a:
E S03 CURBSIDE GRATING CATCH BASIN o
Lo
....
"O S04 GRATING CATCH BASIN - ALLEY (LONGITUDINAL) Q)
> SOS GRATING CATCH BASIN - ALLEY (TRANSVERSE) o
:::!:
tO
o S06 DETAlL OF CATCH BASIN OPENING
m
C".I S07 CATCH BASIN REINFORCEMENT
; ro S08 MONOLITHIC CATCH BASIN CONNECTION :::;l
.3 S09 LOCAL DEPRESSION FOR SIDE OPENING CATCH BASIN
SIO CATCH BASIN MANHOLE FRAME AND COVER
SIl BICYCLE PROOF GRATE DETAlLS
TABLE OF CONTENTS STANDARD PLAN
2002
PLATE . DRAWN: A. ROQUE CKD.: L. B. VI
Department 0.1 PubJic W'orks SHEET OF
163
&512
&513
&514
515
516
517
518
519
520
521
522
523
524
525
CONCRETE COLLAR
MANHOLE NO. 1
MANHOLE NO. 2
MANHOLE NO. 3
CONCRETE RINGS, REDUCER FOR MANHOLE SHAFT
MANHOLEFRAMEANDCOVER
NOTUSED
NOTUSED
WINDOW DETAILS FOR MULTIPLE BOX SECTION
JUNCTION STRUCTURE NO. 1
JUNCTION STRUCTURE NO. 2
JUNCTION STRUCTURE NO. 3
JUNCTION STRUCTURE NO. 4
JUNCTION STRUCTURE NO. 5
526 NOTUSED
528 TRENCH WIDTH AND LOAD FACTOR
529 REINFORCED CONCRETE PIPE CHART
530 "D" LOAD TABLE FOR DESIGN OF REINFORCED CONCRETE PIPE 531 TRANSITION STRUCTURE NO. 1 (PIPE TO BOX)
532 TRANSITION STRUCTURE NO. 2 (SINGLE BOX TO SINGLE BOX) 533 TRANSITION STRUCTURE NO. 3 (SINGLE BOX TO BOUBLE BOX) 534 TRANSITION STRUCTURE NO. 4 (DOUBLE BOX TO DOUBLE BOX) 535 TRANSITION STRUCTURE NO. 5 (DOUBLE BOX TO TRIPLE BOX) 536 TRANSITION STRUCTURE NO. 6 (TRIPLE BOX TO TRIPLE BOX) .:;;
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527
PLATE
600
NOTUSED
SECTIONVII
MISCELLANEOUS
TITLE
RETAINING WALL
I-DRA- W-N-:A":"".-=R::":O:":'a':"':':UE=-"T-CK-D-.:-:"L-.'="B.-----,--~--f -,~--,.-"Jt'~--//-:;-/::/-'"":"'"---IPLATE vii Department O/ PubJic W'orks APPR. ~neer SHEET OF
TABLE OF CONTENTS STANDARD PlAN
2002
164
.& 601
.& 602
603
604
605
606
607
608
609
610
; 611
612
613
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STANDARD LOT DRAINAOE
STANDARD TRENCH BACKFILL REQUIRMENT
NOTUSED
PARALLEL REFUSE CONTAINER ENCLOSURE WITH SIDE ENTRANCE
PARALLEL REFUSE CONTAINER ENCLOSURE WITHOUT SIDE
ENTRANCE
PERPENDICULAR REFUSE CONTAINER ENCLOSURE WITHOUT SIDE
ENTRANCE
30 y ARD REFUSE CONTAINER ENCLOSURE
DECKlFENCE CONSTRUCTION OVER OR NEAR BULKHEAD WALL
SURVEY MONUMENT
PARALLEL DOCK AND PILINO LOCATIONS
PERPENDICULAR DOCK AND PILINO LOCATIONS
PAINTED CURB HOUSE NUMBERS
STANDARD CHAIN LINK FENCE
DRAWN: A. ROQUE CKD.: L. B. . / // PLATE viii
Denartment :r of PubJic W'orks APPR.L-L. olderromo. ..-flf~ Cit En ineer SHEET Of TABLE OF CONTENTS STANDARD PlAN
2002
165
10 GENERAL ROAD DESIGN GOALS AND PROCEDURES
10 -1 All streets and roadways to be build within and made part of. the City road system shall be designed to conform to these standards.
Where standards are not definitive , design shall conform to good engineering practice approved by the Director of Public Works.
The Caltrans Design Manuals generally provide guidance in good engineering practice " of road design.
10 - 2 The Public Works Director may issue , modify , revise or cancel standards showing engineering and construction details for roadways and other construction.
10 - 3
10 - 4
Deviations from Right-of-Way and improvements of these standards shall be allowed only with the approval of the Public Works Director.
Deviation from the technical requirements of the standards may be granted by the Public Works Director. Any request for deviation from the requirements of the standards must be accompanied by sufficient supporting data . The applicant requesting the deviations shall provide the supporting data well in advance and obtain the approval prior to utilizing the proposed deviation in his design.
Turning lanes at intersections and bicycle lanes may require Right - of - Way and improvement widths greater than those shown on the 100 - series standards.
10 - 5 Design loading for box culverts and bridges on all roadways shall be AASHTO H-20.
10 - 6 Vertical clearance on all roadways shall be 15' minimum . 10 - 7 Sight distance on all curvili near roads shall be per Table-1. 11 GRADES
II - 1 LONGITUDINAL GRADE
All streets and roadways shall have minimum grade of 0.40% on straight reach. On curved alignment, minimum grade of 0.40% is required on outer radius of the curve. This will entail steeper grades along centerline.
- 1.1 Minimum grade of cross-gutter and spandrel) flow line shall be 0.50% This grade will be required on centerline of the street parallel to the cross-gutter . Cross fall should not be adjusted to accomplish the required grades.
11 - 1.2 Minimum grade across " Knuckle " is 0.40%along outer curb.
This will require steeper grades along centerline and inner curb II - 1.3 Minimum grade on flowline of a cut-de-sac shall be 0.40%.
Adjust the centerline grade such that cross - fall ranges between
1.6% minimum and 3.6% maximum.
GENERAL REQUIREMENTS - STREETS
,DRAWN:. SOHER ICKO.
,Public Works iepartment
STANDARD PLAN
PLATE 1
SHEET OF
CITY OF
arch
166
II - 2 TRANSVERSE GRADE=
More commonly known as cross fall shall be not less than 1.6% - Preferrable value of the cross fall is 2.0% . It shall not be more than 3.6% unless approval of higher value is granted by the Public Works Director.
11 - 3 GRADE BREAKS=
Grade breaks on all streets and roadways shall be limited to 0.5% maximum. Where grade differencial is greater than 0.5% vertical curve shall be required per table -2, section 12 - 2. A maximum of. 1.0%. grade break is allowed on curb-returns before a vertical curve is required. For the ease of plan-checking show your grade break points on profile. Also show tangent grades in parentheses when actual finish surface profile is a vertical curve. Grade breaks must not be closer together than the length of vertical curve for grade changes of 1.0%. See section 12-2 1 " vertical curves " in this text.
12 GEOMETRIC DESIGN STANDARDS
12 - 1 HORIZONTAL CURVES=
Minimum horizontal curve design criteria for street and roadways within the City jurisdiction shall be as summarized in Table-I.
TABLE - 1
MINIMUM HORIZONTAL CURVE DESIGN CRITERIA
DESIGN CRITERIA RES.
STREETS
COMM./
INDUSTR.
LOCAL/
SEC. ARTERIAL
PRIMARY
ARTERIAL
Design Speed ( m.p.h. ) 30 35 45 55
Minimum Centerline
Radius (feet) 200 300 850 1,150
Minimum horizontal
Sight distance (feet) 200 250 370 510
Minimum reverse
Curve tangent (feet) 100 200 300 500
Minimum approach
tangent @ intersections
(feet) 100 200 300 500
12 - 2 VERTICAL CURVES=
Minimum vertical curve design criteria for streets and roadways within the City jurisdiction shall be as summarized in Table-2. .414....f CITY OF
GENERAL REQUIREMENTS - STREETS
STANDARD PLAN
PLATE 2
SHEET OF
DRAWN:M:01 R CKadrigiitiL___ r APPR. BY
Niri., Ilan)
Eli& Works n _epar_men., i i 7 .'---,•,.■ i IMINIIIIIIIIIINlif AIL 167
REV. APPR. BY DATE
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TABLE — 2 VERTICAL CURVE DESIGN CRITERIA
Minimum lengths of vertical curves to maintain required sight distances and smooth riding characteristics.
A = Algebraic difference in grades for values of "A " between tabulated values, use next higher value.
B = Length of vertical curve at bulb end of cul-de-sac.
DESIGN SPEED 25 M.P.H. 30 M.P.H. 35 M.P.H. 40 M.P.H. 45 M.P.H. 50 M.P.H. 55 M.P.H, STOPPING SIGHT DISTANCE 160 FT. 200 FT. 250 FT. 310 FT. 370 FT. 440 FT. 510 FT.
A B SAG CREST SAG CREST SAG CREST SAG CREST SAG CREST SAG CREST SAG CREST < 0.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
>0.5 10 10 10 10 10 10 10 10 10 20 20 20 20 30 30
1.0 10 10 10 20 20 20 20 20 20 30 30 30 30 50 50
1.5 10 20 20 20 20 30 30 30 30 40 40 50 50 70 100
• 2.0 10 20 20 30 30 40 40 40 40 60 80 80 200 100 330
3.0 20 30 30 40 40 80 50 130 160 180 280 240 420 300 570
4.0 20 80 30 130 70 190 170 250 270 320 400 400 560 480 760
5.0 30 130 60 180 130 250 230 330 350 410 500 500 700 600 950
6.0 30 160 100 220 170 300 270 390 420 490 600 600 840 720 1140
7.0 40 190 120 260 210 350 320 460 490 560 700 700 980 840 1330
8.0 40 220 150 300 230 400 360 520 550 650 800 800 1120 960 1520
9.0 50 240 180 330 260 450 410 580 620 730 900 900 1260 1080 1710
10.0 50 270 200 370 290 500 450 650 690 810 1000 1000 1400 1200 1900
11.0 60 300 220 400 320 550 500 720 760 890 1100 1100 1550 1350 2100
12.0 60 320 240 440 350 600 550 780 830 970 1200 1200 1700 1500 2300 S:4
NV1d 021 VONVIS
168
12-3 MINIMUM CURB RETURN AND PROPERTY LINE RADII SHALL
BE AS FOLLOWS :
TABLE-3 MINIMUM RADII AT INTERSECTIONS
Type .of. Intersection. Curb Return Property Line.
Residential - Residential 25 feet 12 feet
Residential - Comm.! Ind. 30 feet 17 feet
Comm.! Ind. - Comm./ Ind. 30 feet 17 feet
Comm./ Ind. - Local/ Sec. Art. 30 feet 15 feet
Residential - Local/ Sec. Art. 30 feet 15 feet
Residential - Primary Art. 30 feet 15 feet
Comm./ Ind. - Primary Art. 35 feet 20 feet
Local/ Sec. Art. - Local/ Sec. Art. 35 feet 20 feet
Local/ Sec. Art. - Primary. Art. 40 feet 25 feet
Primary Art. - Primary Art. 40 feet 25 feet
12-4 ROAD WIDTH TRANSITION TAPERS=
When constructing a roadway that will directly connect with an existing roadway of Tess width, it is necessary to install a transition taper between the two. The length of taper depends upon the offset difference between the outside travelled edge of the two sections and the spe^ed limit or design speed as shown in the taper formula below.
These values are not to be used in the design of speed change or left turn storage lanes
MINIMUM ROAD WIDTH TRANSITION TAPERS
TAPER FORMULA:
L S x W For speeds greater than 40 mph
L = W S2
60 For speeds of 40 mph or less.
WHERE :
L = Length of taper ( min. 100')
S =' Numerical value of posted speed limit or 85 percentile speed W= Width of offset.
13 ASPHALT CONCRETE PAVEMENT DESIGN
13-1 GENERAL PRINCIPLES
The design of asphalt concrete pavement is based on the principle of layers of progressively decreasing strengths from the finished surface to the sub-grade. In each case, the finished surface consists of a layer of asphalt concrete pavement of the thickness computed by the design formulas, but not less than a specified minimum thickness.
CITY OF
GENERAL REQUIREMENTS - STREETS
STANDARD PLAN
PLATE 4
SHEET OF
DRAWN: SOHE.R ICKO. aty-q-jitiet
Ilan) Tugic Works a arttnent
169
The design method provides a numerical solution to the thickness of any layer based on the following t
a. The Traffic Index, a measure of the amount and type of truck traffic that is expected over the 20-year period following construction.
b. The physical strength, measured by gravel equivalent , of the layer being designed.
c. The physical strength, measured by R-Value , of the layer immediately below the layer being designed.
d. The minimum physical strength, measured by R-Value, of the sub-grade material.
e. The thickness and physical strength measured by gravel equivalent, of the material above the layer being designed, if any.
By varing the types of materials used, a number of different, acceptable pavements can be designed for each combination of Traffic Index and sub-grade R-Value.
13-2 ECONOMIC CONSIDERATIONS=
he relative costs of the materials making up the layers of pavement vary from time to time resulting in differing combinations of layers being the most economical at any given time.
In selecting a complete pavement design, the following should be taken into consideration:
a. Sub-grade soils can be improved in strength by several types of treatment which do not require the material to be removed from the site.
b. Base materials with R-Values less than that of Standard Specification Crushed Miscellaneous Base ( C.M.B. ) can be used economically with the lower Traffic Indices. A note on the plans or a special provision is needed.
c. Existing bases and surfacing can be reused. This may require treatment in place or removal and reprocessing.
d. Materials cannot be compared on cost per ton basis alone because:
(I) Higher strength materials require less thickness when used in place of lower strength materials.
(2) Elimination of a complete layer by thickening the layer above may result in savings in construction costs not reflected in per ton costs alone.
(3) Gravel equivalent of A.C. increases when thickness is over 0.4 feet.
e. Thinner overall thickness of the layered pavement sections results in less excavation and may avoid interferenCe with or
STANDARD PLAN GENERAL REQUIREMENTS - STREETS
DRAWN* SOH CKD.
Public Works Department
CITY OF
arch
170
damage to utility and drainage facilities.
f. Current scarcity in the supply of any material used.
Several alternate sections should be designed, the overall cost of each estimated, and the most economical section specified. Where costs are nearly equal or where relative costs of materials are changing rapidly, it may be desirable to provide more than one acceptable design from which the contractor can choose the one to construct.
13-3 DESIGN METHOD
(3-3.1 NOMENCLATURE
T= Thickness of layer in feet.
T1 = Traffic index from standard drawings plates or a greater value indicated by a traffic engineering study.
GF = Gravel factor of material in a layer.
GE = Gravel equivalent of the pavement or a layer. The
theoretical thickness of the pavement or layer if composed entirely of material with a GF of one.
SF = Safety factor. An additional thickness of A.C. expressed as gravel equivalent.
R = Minimum resistant R-Value of material.
AC = Subscript referring to Asphalt Concrete layer.
B = Subscript referring to Base layer.
SB = Subscript referring to Subbase layer.
SG = Subscript referring to Subgrade.
MIN = Subscript referring to Minimum Allowable Thickness of a layer.
13-3.2 CONSTANTS FOR AC
GF = 2.5 for TI <5
GF = 5.67for Ti >5
1 TAc min. over Base material or stabilized subgrade = 0.25 ft. 1 MATERIAL
TAC min. over unstabilized subgrade s=FA0c.3„.. 3ft.
13-3.3 CONSTANTS FOR BASES AND SUBBASE
R* GF T Min. , Ft.
Select subbase
cAl..3
60 1.0 0 0.33 (Subbase
only)
CAB- 80 1.1 0.16 0.33
Lime Treated 80 *** 0.18 0.50
Base
Soil Cement 80 1.2 0 0.50
Bituminous 80 1.3 0 0.50
Stabilized Base
Cement Treated 80 1.2 0.18 0.50
Base
CITY OF GENERAL REQUIREMENTS STREETS
STANDARD PLAN
PLATE 6
SHEET OF
\ DRAWN: SOHER
nar' Public 1Vorks artment
171
APP . BY
*Maximum R-Value lesser values must be used if standard specifications are modified.
**For T.I. < 8.0, SFAC=0
***LTB GF = 0.9+( Unconfined compressive strength in PSI/1000 )
CONVENTIONAL DESIGN
A layered system of A.C., base and sub-base over the subgrade.
The material in each layer must have a higher R-Value than the material below it. The thickness of each layer is designed, starting with the A.C. surface layer and working down, as follows:
a. GEAC = 0.0032xTI x (100-Ro) SFAC
b. T
AC = GE AC / GFACIf TAC 0.25, use TAc = 0.25ft.
c. GEB = 0.0032 x T1 x ( 100 -% ) - ( TAC x GF C ) A
d. T B = GEB/ GFB If TB<TmIN, use TB= TMIN
e. GE so = 0.0032 x TI x ( 100-Rsd - (TleGFAc )-(To xGFo ) f.TSB = GE so If TSB < TMIN , then either
(I) TSB T or MIN
(2) TB = ( GEB + GEsd / GFB and TsB=0
THICK LIFT DESIGN
An A.C. surface layer , 0.3 feet or more in thickness , placed either directly on the subgrade ( stabilized* or unstabilized ) or over a layer of base material* designed as follows:
a. GE AC = -0 0032 x - R ) - T x GF SG B B
b. T = GE AC / GFAC
c. If Ti<0.4 ft., TAC = Ti
d. If Ti> 0.4 ft., T2= [GEAC- (0.4 x GFAC)] / ( 1.3 x GFAC) e. If 12(0.4 ft., TAC = 0.4ft. + T2
f. If T10.4 ft., T3 = [ GEAC- ( 0.92 x GFAC / (1.5 x GFAC ) 13-3.4
13-3.5
Lu;
■Cr
Cal
g. Then TAC = 0.8 ft. + T3
* Base or stabilized subbase shall be 0.5 ft. or thicker.
GENERAL REQUIREMENTS - STREETS
STANDARD PLAN
CITY OF
DRAWN: CKD. .4,,
(41,
24lic Works 1.)ebr-tlizent SHEET OF
PLATE 7
172
14 INTERSECTION
All at-grade intersections provide linkage between two or more streets. Design considerations should be such that intersections provide smooth riding characteristics and ample unobstructed sight distances. Minimize the use of cross-gutters, whenever possible. Also , all intersections and certain approach distances withstand greater acceleration and deceleration actions.
To help minimize the wear and tear of the pavement , increase the design value of traffic index by 0.5 and increase the structural section. If the intersection is formed by the junction of two or more roadways, then the entire intersection shall be designed for the upgraded T.I. of the street with higher T.1. .
The entire intersection means, full pavement width traversing along main street from the beginning of first curb return to the end of last curb return plus the maximum coverage of the secondary street by extending perpendicular lines from the farthest end of curb returns.
The approach distances shall be those sight distances given in Table I ( sub-section 12-I and measured beyond the limit of the intersection as defined above. The approaches on main street shall be designed for the T.I. = designated T.1. + 0.5 of the main street and similarly the approaches on secondary street shall be designed for T.I. = designated Ti. + 0.5 of the secondary street..
This could be accomplished by thickening asphalt and / or base section or any combination thereof . Also, it is desirable to bring up to pavement surface and reduce the curb height thereby.
This helps in the design of the access ramps for physically handicapped and forces the drainage flow away from the
intersection.
15 MATERIAL TESTING
15-1 ADMINISTRATIVE
15-1.1 All design for thickness of pavements, including soils testing , and all control testing during construction shall be performed by a Materials Engineer.
15-1.2 A Materials Engineer acceptable to the Director of Public Works shall be employed and paid by the developer of any land development project and by permittee on jobs requiring permits. The Materials Engineer , or a consulting Engineer employed by the City , shall be the Materials Engineer on City projects.
15-1.3 A materials Engineer shall be a Registered Civil Engineer knowledgeable in the field of soil mechanics and road materials. 15-1.4 Since A.C. (viscocity) varries from refinery to refinery , use of A.C. 4000 ( as called on Std. Plates ) may be substituted with A.R. 8000 by the Engineer.
GENERAL REQUIREMENTS - STREETS
DRAWN:a0BER_iCKO. /1116
Pugic Works ie 'artment r
APPR. BY
Atie&rVIWW/e&
CITY OF
nary
STANDARD PLAN
PLATE 8
SHEET OF
173
15-2 TEST METHODS AND REPORTS
15-2.1 Materials shall be tested in accordance with "City Standard Specifications" , as well as those supplementary test methods required by the Director of Public Works.
15-2.2 A soil classification survey ( Unified Soil Classification System ) shall be performed at appropriate intervals in the street areas of subdivisions to determine the areas with similar soils.
A limited number of soils tests shall be made, as required, prior to pavement design. Tests for pavement design shall not be done until rough grading has been completed to within one foot of final finish surface grade, nor until it is assured that the soils sampled are representative of those at the final grade.
15-2.3 The test report shall include the results of sampling and testing, work sheets for the subgrade strength tests, a plan showing material limits and areas represented by a given subgrade strength test and specific recommendations derived from the test data given. Any other test data not required but which will have an effect on the recommendations shall be included. 15-2.4
15-2.5
During construction a sufficient number of tests shall be made to assure that the quality of construction and component materials is equal to that required by specification. These specified requirements include, but are not limited to , fill densities and supporting qualities, subgrade and base quality and compaction, and asphalt concrete quality and compaction.
When treated soil or aggregate is used, a quality control plan must be submitted and approved by the City of Oxnard.
Though materials may be tested for conformity to specification while stockpiled, final acceptance of these materials will be subject to their conformity to specification requirements when in final position on the work..
GENERAL REQUIREMENTS STREETS
111.tet-
.1:lac Works Department
STANDA PD PLAN
PLATE 9
SHEET OF
CITY OF
arch DRAWN: SOLER JCKD. APPR. BY
174
20 GENERAL STREET LIGHTING, TRAFFIC SIGNALS,
TRANSIT.
20-I STREET LIGHTING GUIDELINES
TYPE STREET
Local Residential
Heavily - Traveled
Collector. street
Thoroughfare
20-2 TRAFFIC SIGNALS
LIGHTING
5800 Lumen High Pressure Sodium
Vapor (HPSV) one side at 180 to
240 foot spacing.
9500 Lumen HPSV one side at
180 to 240 foot spacing
9500 Lumen HPSV in median at 180
240 foot spacing on staggered sides
of pole except at intersections or
along high pedestrian traffic areas where
two lights per pole shall be placed.
Where no median 9500 Lumen HPSV
on one side at 180 to 240 foot
spacing.
Caltrans standard plans and specifications are made a part of plans with following special provisions =
t. Conduits shall be rigid metallic. Min cover 36' over buried conduits.
2. Pedestrian signals shall be type A.
3. Detector loop wire shall be type 1. Lead in cable shall be type B.
4. Luminaires shall be 200 WHPSV ( Watts High Pressure Sodium Vapor), cutoff type.
5. Internally illuminated street name signs shall be double-faced, type A.
6. At least one telephone drop must be provided to each isolated signal or each interconnected system. Signal interconnect conduit to be installed along all arterial highways.
GENERAL REQUIREMENTS - STREETS
DRAWN SOHER ICKD
Works 2rtment
STANDARD PLAN
PLATE 10
SHEET OF
CITY OF
nar
175
7. Electrical service enclosure shall be type III BF.
8. Concrete pullboxes shall be used.
9. Splices shall be Insulated by Method B. Conductors # 8AWG or larger shall be spliced by use of "C" shaped compression connectors.
10. Type 170 signal controller equipment in type 332 cabinet (anodized aluminum) modified to provide 2 serial parts on 170 unit and 412/64 program module configured with 27-256
EPROM with 8K RAM and 4K zero power RAM.
II. Signal head reflectors shall be ALZAK.
12. Back plates shall be metallic . Signal heads may be plastic. 20-3 TRANSIT FACILITIES
Where required , bus pullouts shall be designed per Plate 200&201.
When only a bus pad is required the pavement section shall be designed for T.1. = 10.5
The dimensions of the pad shall be 60 feet x 10 feet unless otherwise directed.
GENERAL REQUIREMENTS - STREETS
DRAWN: SOHER ICKD <;;OffittiL
Public Works Department
STANDARD PLAN
PLATE 11
SHEET OF
CITY OF
arch
176
GENERAL REQUIREMENTS — SEWER
STANOAPO PLAN
\ DRAWN: _SGHER ICK D. xnaro (r) colic orksDepartment
CITY OF
40 GENERAL SEWER SYSTEM DESIGN GOALS AND
ACCEPTABLE PROCEDURES
40-1 GENERAL REQUIREMENTS
The design and construction of sanitary sewers in the City of Oxnard shall be in accordance with good engineering practice.
The work shall comply with these design goals except where specific modifications have been approved by the Public Works Director in writing. The Director shall decide all questions of interpretation of Good Engineering Practice ". All work on sewers and sewer service laterals outside of City right - of - way or sewer easements will be governed by the provisions of the Uniform Plumbing Code. Where City requirements and standards are more restrictive than U.P.C., the City requirements shall govern.
Where purveyor's requirements are more restrictive than these standards, the purveyor's requirements shall govern.
40-2 SPECIFIC REQUIREMENTS
40-2.1. VELOCITY
The velocity of flow ( averaged over the wetted cross-section) for sanitary sewers flowing part-full or full should be between
2.0 f.p.s. and 10.0 f.p.s. The most commonly used formula is Manning's , which is
V _1.486 R
I/3 S
v 2 in f.p.s.
Where n is roughness coefficient (see sect. 40-4)
R is hydraulic radius
S is energy gradient . Rir open channels, uniform flow
condition it is equal to invert slope.
Discharge 0 = V A in c.f.s.
Where V = Velocity of flow in f.p.s.
A = Wetted cross-sectional area In sq.ft.
Also
0 g.p.m. a ( Qc.f.s. ) x( 448.83)
40-2.2 FLOW DEPTH
a) For pipe 10' or less In diameter I
Design pipe so that peak flow rate will be carried when pipe is flowing at one-half ( 1/2 ) depth. Discharge at one-half depth equals one-half discharge when full and velocity equals velocity when full.
b) For pipe 12" and larger in diameter I
Design pipe so that peak flow rate will be carried when pipe is flowing at two-third (2/3 ) depth. Discharge at 2/3 depth equals 3/4 discharge when full and velocity equals 1.16 times velocity when full.
In no case gravity sewer lines will be designed to flow full or pressurize the system.
177
40-3 MINIMUM STREET SEWER SIZE
40-3.1 Minimum street sewer size shall be 8", except that 6" pipe may be used where all of the following conditions are met
(a) The minimum invert slope shall be 0.008.
(b) The length shall not exceed 200' with no possibility of future extension.
(c) No more than 10 house laterals contribute to the 6" diameter reach.
(d) Minimum cover of line shall be 5.0feet.
40-4 MINIMUM INVERT SLOPE 8
Slope of sewer invert shall equal or exceed those set forth in the following table. For case of checking maximum flow capacity at these minimum slope is given for V.C.P. ( n= 0.013 ) and P.V.C. ( n=0.011 ) in c.f.s. and g.p.m.
TABLE - 1
PIPE DIAMETER MINIMUM SEWER
INVERT SLOPE
MAXIMUM FLOW CAPACITY IN
c.f.s. ( g.p.m.)
V.C.P. P.V.C.
6"
a1 0"
12'
14"
15'
16"
18'
20"
21"
24"
27'
30'
33"
36"
0.0060
0.0040
0.0028
0.0020
0.0020
0.0016
0.0016
0.0016
0.0012
0.0012
0.D012
0.0012
0.0012
0.0012
0.0012
0.218 (97.7)
0.383 (1 71 .8)
0.581 (260.6)
1.250 (561.0)
1.885 (846.2)
2.027(909.8)
2.408 (1080.6)
3.296 (1479.4)
3.781 (1696.8)
4.306 (1932.6)
6.148 (2759.2)
8.416 (3777.4)
11.146(5002.7)
14.372(6450.4)
18.125 (8135.0)
0.257 (115.5)
0.452 (203.0)
0.686 (308.0)
1.477 (663.0)
2.228 (1000.0)
2.396 (1075.2)
2.845 (1277.0)
3.895 (1748.4)
4.468 (2005.3)
5.089 (2284.0)
7.265 (3260.9)
9.946 (4464.1)
13.173 (5912.3)
16.985 (7623.2)
21.420 (9614.0)
GENERAL REQUIREMENTS - SEWER
DRAWN: _S.Cll:ECK1). 14• APPR. BY
Bhlic Works #artment
STANOARO PLAN
PLATE 41
SHEET OF
CITY OF
178
CITY OF
nc r2 DRAWN' 1CKD.
11 )orks Department
GENERAL REQUIREMENTS - SEWER
PLATE 42
fff/arl,q
SHEET OF
STANDARD PLAN
AP R. BY
Substandard slopes below the minimum slopes listed in table -I may be used in order to avoid pumping only upon specific approval of the City Engineer . Such approval should be solicited well in advance of completion of design.
41 DESIGN CRITERIA
41-I AVERAGE SEWAGE FLOW RATES
The average flow rate shall be determined by the developer 's Engineer based on good engineering practice . Sewage flows shall be determined from the potential land use of the tributary area.
Average sewage flow rates were developed for various land use and anticipated population density and given in term of G.P.M./Acre The currently accepted values are given in Table on Plate 44 These flow rates should be used for new development and determining effects of future land use per general plan.
Acreage in table is gross acreage including roads , yards, parking , etc. For estimating the sewage flows for specific land use the flow rate value given in Table on Plate 43.
41 -2 PEAK SEWAGE FLOW RATES
The rates between peak flow to average flow shall be determined by using following information
41-2.1 For average flow up to I C.F.S.
( Peak flow , c.f.s. ) =2.0 x (Average flow ,c.f.s.)
0822
41-2.2 For average flow greater than I C.F.S.
Peaking factor = 2.0 x ( Average flow, c.f.s. )
The graphical representation of above equations is given on late 45 . This should be used in designing sewer system in the City of Oxnard.
179
PLATE 43
SHEET I Or 2
CITY OF
t:;-?aWN: SOHFR__ICKO. dvsbri.L. APPR. BY
;Public Works 'Department
STANDARD PLAN
GENERAL REQUIREMENTS - SEWER
AVERAGE SEWAGE FLOW RATES
TYPE OF DEVELOPMENT GALLONS/PERSON/DAY
Airport 15
4 Factories No showers 20
With showers 30
Cafeteria - Add industrial waste
Offices 20
Stores (Not including food & laundry waste)100
400
(Per shift) 15
Laundries (Coin operated). 300
Per customer.... 50
Service Station 1000
500
10 Swimming Pools 10
4 With hot water 8
Theaters 5
Drive in 5
Assembly & Dance Halls.... 2
Church - Small
Large & with kitchen 6
Bowling Alleys - Pool Parlors 75
Country Clubs 75
Add 25
Camps - Resort (Limited Plumbing).... 50
(Luxury)... 120
Youth & Recreation 50
Tent Campground (toilets only) 25
Central stations w/showers.. 35
Vacation cottages.. 200
Picnic Parks (toilets only)... 10
(w/bath house & flush toilets) 15
Camper & Travel Trailers
Without hook up.. 50
w/water and sewer hook up. 120
Camps - Summer and Seasonal 50
Construction 50
Day Camps no meal served 20
per employee
per passenger
per employee
per employee
and BOD load
per employee
per 1000 Sq.Ft. space
per toilet
per employee
per machine
per wash
for first bay
for each additional
per car served
per employee
per swimmer
per swimmer
per seat
per, space
per seat or customer
per seat
per seat
per lane or table
per member
per non-member
per person
per person
per camper
per camper
per camper
per cottage
per person
per perscn
per space
per space
per person
per nerson
per person
180
AVERAGE SEWAGE FLOW RATES
TYPE OF DEVELOPMENT GALLONS/PERSON/DAY
Mobil Home Parks (Average)
(Delux)..
Overnight & Travel Trailer
Restaurants - Cafeterias..
Add Kitchen Waste..
Add Garbage Grinder
Toilet & Kitchen Waste
Day time Operation
24-hr. Operation...
Curb Service
With Tavern, add
Schools and Colleges
Staff and Office
Elementry students
Intermediate and High
Day Schools w/cafeteria only....
w/showers
Boarding school
College Dormitories
Hospitals
Institutions (Resident)
Nursing homes
Rest homes
Convalescent
Hotel/Motels - No private bath
with Private bath
Apartment Buildings:
Bachelor or Single
Dwelling units (Studio)
1 bedroom dwelling unit
2 bedroom dwelling unit
3 bedroom dwelling unit
180 per space
225 per space
150 per space
15 per employee
7 per meal served
1 per meal served
10 per customer
70 per seat space
100 per seat space
50 per car
2 per customer
20 per person
15 per student
20 per student
15 per student
20 per student
80 per student
85 per student
100 per bed
150 per patient & Staff
100 per person
100 per person
100 per person
85 per bed
100 per room (2 persons)
150 per room (2 persons)
100 per dwelling unit
150 per dwelling unit
200 per dwelling unit
250 per dwelling unit
GENERAL REQUIREMENTS — SEWER
CITY OF
liar° 011;lic Works artment
STANDARD PLAN
PLATE 43
SHEET 2 or 2 0
181
SEWAGE GENERATION FACTOR AND LAND USE
BASED ON CURRENT PLANNING DESIGNATION
S1MBOL LAND USE DESCRIPTION
ASSUMED
UNIT/ AC.
FLOW RATE
GPM / AC. GPD I AC. GPD/ UNIT
R I SINGLE FAMILY RESIDENTIAL 4.0 0. 853 I, 228. 32 307. I R2 DUPLEX ( MULTI FAMILY
RESIDENTIAL ) 11.2I . 75 I 2, 52 1.44 225.2
GARDEN APTS. ( TRI & 20.0 3.143 4,525.92 226.3
R4 HIGH RISE RESIDENTIAL 38.3 6.000 8,640.00 225.6
RPD R EADVEENLT8 iil■ It., EPNLTA N N E D 11.2 1.751 2,521.44 225.2 MHP MOBIL HOME PARK 4.0 ---- 6(2.00 153.0
ASSUMED
T.S.F.1A C. GPD/ T.S.F.
CO COMMERCIAL OFFICE 10.0 2.083 3,000.00 300.0
CE NEIGHBORHOOD COMMERCIAL 13.6 1.042 j,5OO.00
1,500.00
6,000.00
4,500.00
3,000.00
1 10.0
76.0 _600.0
C2 GENERAL COMMERCIAL 19.8 1.042
C3 HEAVY COMMERCIAL 10.0 4.167
CB CENTRAL BUSINESS DISTRICT 10.0 3.125 450.0
CPD COMMERCIAL PLANNED
DEVELOPMENT 11.0 2.083 300.0
TP TRAILER PARK 13.0 1.391 2,003.00 153.0
MI LIGHT MANUFACTURING 11.75 2.244 3,232.00 275.0
M2 HEAVY MANUFACTURING 19.38 2.065 2,974.00 153.5
M3 HEAVY MANUFACTURING
AND GROUP HOUSING 19.38 2.065 2,974.00 153.5
MPD
MANUFACTURING PLANNED
DEVELOPMENT 19.38 2.065 2,974.00 153.5
CR COMMUNITY RESERVE
AGRICULTURAL - OIL DRILLIN4 ---
0.449
0.449 646.60
646.60 ----
AO ----
CITY OF
GENERAL REQUIREMENTS - SEWER
STANOARD PLAN
PLATE 44
SHEET I OF I
DRAWN - SOHE.Pl_im. 0iati_02td. APPR. BY
at - ,(4,-c- l
'IWPN/larci Tubiic Works 'Department
182
V
inEMEinarli
4c VIZZA:UMILINMET=MIVOINM 11.3 mum otrimmagnmftweissisp o simeamegarma 111111=1111111111101111
111111•10111111
=man=
min
========1111111111111111111 .........mmiumenniumms•awansmanasuuts 0,0"`"' 11=== -
==
—
INIMMVIMMMOMM.M•IIMI N -
==IMINOVIMMIONNSMONMNS 1=1.711TIONNOMINI .".""'"""e=
=====14" ...""====1••■IIINOMMIM=1= 1
1111.1.11.11 111111111111
/WI= 111111111.1=1111111111
11111111111111111i1M1111111111111111111=111111111111111MNIMMIMIINMINIMIMIIMIUMMIN mummurpimprompuy,ANN, ammo ii
5 6 7 8 9 0- 5 6 7 8 -• 5 6 7 8 9 -
AVERAGE FLOW RATE IN CUBIC FEET PER SECOND ( C.F.S. )
1 1 I 1 f 1 1 1
• 5 6 7 9 0 2 3 a 5 6 7
AVERAGE FLOW RATE IN G.P.M.
(PEAK FLOW, c.f.s.) = 2.0 x ( AVERAGE FLOW, c.f.s.) "22 A. FOR AVERAGE FLOW UP TO 1.0 C.F.S.
— —4—
einsommininewasminainsinown====tai lmi inenamee llo ezrztaleammilirsownwqraar ea NM EMON.M=111=MMOM11.11==inusigimi ulliall.1111111.4.0 .11.111 _ , alialiMiliallinil 11111111111111101111111111111111111111111111111111■11111•11111111111111111111111111111111111/MMINIMIN=IMMI NINEINUMINOMINOMMin — — - — - L -. 7 arimi•____Warunipommimumrseal= 111111111111111111111111111111M11111111111111111111 MN ._ M•M=rIII ,1111111111 1.41:1 4 moommomm inlimmumuniummomummirm■wimmus suircumnimum. . 1,..2.1. _ • 5 6 7 9 9 _ 2 5 6 7 8 9 0 2 3 • 5 6 7 8 9E 0
AVERAGE FLOW RATE IN CUBIC FEET PER SECOND ( C.F.S. )
1111111111111111111111111111111111111111111111111111MINIMMINIMINIIIII 5 6 7 8 9 0 2 2 0 5 6 7 8 9 0
8 0
AVERAGE FLOW RATE IN G.P.M.
PEAKING FACTOR = 2.0x (AVERAGE FLOW, c.f.s.)- 0.10
B. FOR AVERAGE FLOW GREATER THAN .1.0 C.F.S.
GENERAL REQUIREMENTS - SEWER
APPR. BY
SIAM:),RO PLAN
PLATE 45
SHEET OF
CITY OF
\ DRAWN SMERICKD
,Pifilic Works artment
183
arr of
DRAWN: SOHtH
GENERAL REQUIREMENTS - SEWER
CKO.
nar 11 )orks cartment
42 GENERAL REQUIREMENTS
42-1 SEWER CONNECTION PERMIT
No person shall connect any sewer system on private property, within or outside the City limits, to the City's Sewer System without first procuring a permit from the City of Oxnard to make such connection. Any person desiring to obtain such a permit shall submit to the City- Public Works Development section the following:
i) Completed application
2) Accurate estimate of quantity and quality of sewage
flow to be discharged In the existing system.
3) Variation in sewage discharges on daily basis and
seasonal basis.
4) Sewer connection fees as determined based on
above facts.
42-2 ENCROACHMENT PERMIT
Oxnard City Code, Section 26, requires all persons to obtain an enchroachment permit for all works within Public right-of-way within the City. Upon request by - the contractor, the Public Works Department will Issue the permit without charge on City project contracts.
42-3 PLANS AND CONSTRUCTION
Flans are required for the construction of main line sewers and service laterals. They shall conform to the City of Oxnard , Department of Public Works requirements. All design calcs. and field information pertaining to tie-in point shall be submitted for review and approval. All construction shall conform to the plans unless a change is approved in writing by the Public Works Director and noted on revision block.
ZL, All sewers shall be videotaped in VHS. Tapes to be delivered to the inspector of the 42-4 CITY INSPECTION time of taping.
All new construction shall be subject to Inspection by the City - Public Works inspectors. Major projects are required to pay for such inspection as required by the Public Works department.
Therefore, keep your field changes to a minimum by putting more efforts in the design phase and resolving utility conflicts at early stage. 42-5 OVERSIZING AND EXTRA DEPTH
Oversizing and extra depth of certain tract sewers may be required where such sewers can logically serve an upstream tributary area.
42-6 PROTECTION OF ACTIVE SEWERS
When new sewer tines are to be connected to an existing manhole which is in active use, the designer shall call for such protections as is necessary to prevent construction debris from being washed into the active sewers. Plugged inlets or other suitable protection shall be called for in the active manhole before beginning manhole modifications or tract sewer cleaning. aa
PS
184
GENERAL REQUIREMENTS — SEWER
STANOARO PLAN
PLATE 47
SHEET OF
CITY OF
\ DR AWN: _SfaHEEL___ICKD 6171 _ APPR. BY
Works Depathrent
43 SEWER LOCATION
43-I STREETS AND ROADWAYS
Street sewer main shall be 5 feet north or west of and parallel to the centerline of undivided street i see plate 120).
In divided roadways, it shall be 10 feet north or west of and parallel to the centerline of the roadways ( see plate (2! )'.
Exception to these location requirements may be made only on approval of the Public Works Director.
* Sewer mains in public alleys shall be north or west of and parallel to centerline of the alleys per Plate 122.
43-2 EASEMENTS
43-2.1 Sewer easements shall be not less than 12feet wide for 5' deep sewer line. The easement width shall be increased by one foot increment for every additional one foot depth . ( i.e. for 10' deep sewer main , the easement width shall be 17' minimum ). 43-2.2 Where easements follow common lot lines, the full easement width shall be on one lot, in such a manner that access to manholes will not be obstructed by walls, trees , or permanent improvements.
Where this requirement can not be met without interfering with existing buildings, easements may straddle lot lines.
43-2.3 Deeds for easements shall provide for restrictions of permanent construction within easement to provide ingress and egress for maintenance.
43-3 FUTURE EXTENSIONS =
When an area outside the tract can be logically served by future extension of a tract sewer, the tract sewer shall extend to the tract boundary or to the end of a paved street or alley in a manner to facilitate the future extension without removing permanent facilities.
185
44 ALIGNMENT
44-I Sewer mains shall be laid on a straight alignment and grade between manholes.
44-2 Minimum horizontal radius of curvature is as followsz P.V.C. or V.C.P. 6" thru 12" 200' Radius
P.V.C. or V.C.P. 15" thru 24" 300' Radius
P.V.C. or V.C.P. 27' thru 36" 400' Radius
P.V.C. or V.C.P. 39" thru 42" 600' Radius
Minimum grade of horizontally curved sewer shall be at least same as straight sewers and preferably higher . Reverse curves are not permitted between manholes . AU curved lines to be inspected by T.V. camera before acceptance by the City at Contractors expense.
44-3 Vertical curves may be used in combination with horizontal curves where invert slopes exceed 1.0% throughout the reach between the manholes.
44-4 The arithmetic sum of all horizontal and vertical deflection in curved sewers between adjacent manholes shall not exceed 60°. 44-5 WATER-SEWER SEPARATION
State Department of Health Requirements shall be met for Water-Sewer separation. ( see Section 49 )
CITY OF
GENERAL REQUIREMENTS - SEWER
STANDARD PLAN
PLATE 48
SHEET OF
APPR. BY
.Z.P14464
\ DRAWN SOHER lc 0.4?EcteL
flan-) ,D1/01-1/C. IPorks Department
186
45 DEPTH OF SEWERS
45-I BASIC REQUIREMENT
Sewers shall be installed at a depth which will provide suitable service to the properties connected and will allow subsequent installation of water lines in accordance with the Water Sewer Separation Ordinance with a minimum of special construction of the water lines other than joint spacing.
45-2 STANDARD DEPTHS
Compliance with Subsection 45-I will usually be assured if The main sewer is located at a depth of 7' to top of pipe below the flow line of the existing or proposed gutter 7or where no gutter exists , from the elevation of the outermost edge of the traveled way 7and the house laterals are located either , (1) 6' to top of pipe below the ground surface at the property line, or
(2) at a depth below the ground surface at the property line that will provide for the construction of a straight run of private sewers at a slope of 0.02 from one foot below the surface at any point within the established building setback lines, excluding any areas steeper than 5 horizontally to one vertically , whichever depth is greater.
45-3 EXCEPTIONS
Designs not in accordance with Subsection 45-2 shall be submitted to the Engineer for approval together with evidence that it complies with subsection 45-I.
46 STRUCTURES
46-1 MANHOLES
46-1.1 LOCATIONS
a. Manholes shall be located at all abrupt changes in alignment or grade and at all junctions.
b. Manholes shall be located at least every 350 feet along lines smaller than 12* in diameter. Spacing of manholes on lines 15' in diameter and larger will usually be at 400 feet but may be extended subject to the approval of the Engineer. c. The center of upper most (last) manhole for sewers on *Thru a streets shall be a minimum of 8, feet upgrade from the sewer lateral of the last lot served ( laterals to be perpendicular to sewer main ). Manholes at the end of
cul-de-sac streets shall end ( depending on available space ) 10' to 15' before the curb face at the end of the street.
CITY OF
GENERAL REQUIREMENTS - SEWER
STANDARD PLAN
PLATE 49
SHEET OF
DRAWN:S( CKD. SIzttL._ APPR. BY
flar' ubtic Works tgpartment /5
187
STANDARD PLAN
PLATE 50
SHEET OF
46-1.2 DROP MANHOLES
Drop manholes shall be used wherever sewers enter manholes at more than 32 inches above the outlet elevation of the manhole. Vertical curves may be used to eliminate drop
manholes in accordance with the requirements of section 44 46-1.3 DESIGN
Manholes shall be constructed generally in accordance with Plates 400, 408, 411 & 412 .
Manhole designs, which , in the opinion of the Engineer, provide access to the sewers, a stable working platform and freedom from splash and turbulence , equivalent to or better than the design shown herein will be approved.
46-1.4 PROTECTION
Where new tract sewers are to be connected into a manhole which is in active use, the designer shall call for such protection as is necessary to prevent construction debris from being washed into the active sewers. Plugged inlets or other suitable protection shall be called for in the active manhole before beginning manhole modifications or tract sewer cleaning. 46-1.5 RIM ELEVATIONS
In paved areas , the manhole rim elevation shall match the finished grade . In other than paved areas or travelled ways, the height of the manhole rim will normally be 18" above the finished grade, high water mark, or above the top of future fill areas.
In areas where the top of the manhole will need to be below the surface , such as fields that are being farmed, a water tight frame and cover will be required. The elevations shown for the tops of manholes on the design plans shall not relieve the contractor from making final adjustments to match street surfaces. 46-2 CLEANOUTS
46-2.1 REQUIREMENTS
Dead end sewers not over 200 feet in length shall terminate in standard manholes or cleanouts. Dead ends over 200 feet long shall terminate in standard manholes unless future extension of said dead end will include a manhole within 350 feet of the upper most manhole, in which case a temporary cleanout is permitted. Where dead ends are on a slope of 0.01 or greater, the length for use of a cleanout may be extended to 275 feet. 46-2.2 LOCATION
End structures shall be located Five (5) feet up grade from the down grade lot line of the last lot served unless greater length is necessary to serve the property. Cleanouts at the end of cul-de-sac streets shall end 10' to 15' ( depending on available space) before the curb face at the end of the street.
46-2.3 DESIGN
Cleanouts shall be constructed generally in accordance with Plate 407.
GENERAL REQUIREMENTS - SEWER
OR AWN :)0HER ICKO. APPR. BY t
ithlic Works 'Department (S:1-(4/
CITY OF
188
46-3 SERVICE LATERALS
46-3.1 REQUIREMENTS
Wherever it !s Known or can be reasonably assumed that a building sewer connection is required, a service lateral shall be shown on the plans and installed a minimum of 5' inside the property line as a part of the street sewer construction, prior to paving . Service laterals shall be installed whenever possible during construction of the sewer main using
prefabricated fittings . All laterals shall be perpendicular to the sewer main , with the exception in cul-de-sac area and knuckle area. Sewer laterals shall not be located within driveways.
46-3.2 SIZE
Service laterals for single dwellings and small single stores or offices shall be 4 1' or larger provided the plumbing Code does not require the building sewer to be larger than 4". All other service laterals shall be 6° or larger and at least equal to the size of the building sewer.
46-3.3 DEPTH
Service laterals shall be at the minimum depths herein provided and in addition such depth shall be sufficient to provide a connection to any point on the lot within the established building setback lines ( excluding any area steeper than 5 horizontally to one vertically ) with a cover of one foot and a slope on not less than 0.02. Any exception to this
requirement may be madeonly upon approval by the Director of Public Works.
46-3.4
46-3.5
FUTURE CONNECTIONS
Unused openings shall be tightly sealed and supported in a manner to facilitate their future location and use. Developer's engineer shall select appropriate service lateral locations and shall instruct contractor to locate laterals according to the design elevations and locations.
Sewers shall be designed to preclude the backflow of sewage into laterals except when this is economically infeasible.
Backflow of sewage into laterals may occur in any building that has waste receiving inlets which are lower than the rim elevation of the next upstream manhole or other structure providing hydraulic relief. While the Plumbing Code provides for the customer to install check valves under certain
conditions, the conditions stated do not cover all possibilities of backflow and check valves frequently fail to operate properly.
Causes of sewer stoppage include the introduction of foreign objects into manholes , the buildup of grease in the sewer crown at locations where hydraulic jumps occur / high flow rates due to ground or surface water entering the sewer / difficulties while balling sewers 7 and undersized sewers.
STANDARD PLAN GENERAL REQUIREMENTS - SEWER
y
CITY OF
\ DRAWN SOHFR CXD APPR. BY, id, PLATE 51
nar 11)As Department 13.4'(-7a (7', SHEET OF
189
46-3.6
46-3.7
46-3.8
CONNECTION TO CESSPOOLS OR SEPTIC TANKS
A person shall not connect or cause to be connected any cesspool seepage pit or septic tank to any main line sewer or to any service lateral leading thereto .
CURB MARKINGS
The location of all sewer service laterals shall be marked on the curb at completion of construction .
LATERAL ABANDONMENT
An inspection fee , of the amount approved by City Council , shall be collected and a written permit shall be issued. A public works inspector shall inspect the exposed sewer lateral to see that it has been plugged or capped to insure that any future infilterafion shall be eliminated . The inspector shall determine whether the on-site lateral shall remain Intact or be crushed in place or removed .
47 STRUCTURAL
47-1 ROADS
All structures and pipe placed under public roads shall be of sufficient strength to support with (an adequate factor of safety ) the backlit' , road surfacing and H-20 truck loading with impact. 47-2 OTHER PIPES AND STRUCTURES
Sewers under other pipes and structures shall be protected from damage and shall be constructed so as not to endanger the other pipe or structure . Minimum clearance between outside of pipes or between pipes and other structures is 6' unless approved by the Engineer.
47-3 FLEXIBLE JOINTS
Flexible joints which will allow for differential settlements or other movement of sewer pipe , sewer structures , adjacent pipe and adjacent structures shall be provided where sewer lines enter encasements , manholes or other structures.
Flexible joints shall be within 4 feet of such structures. 47-4 STEEP GRADES
Sewers laid on grades steeper than 10%, which are not
under pavements, shall be anchored in place and protected from erosion in a manner approved by the Engineer.
48 FORCE MAINS AND LIFT STATIONS
48-i REQUIREMENTS
All sewage shall reach the system by gravity flow, in a fresh condition susceptible to conventional sewage treatment processes.
Where extreme hardship conditions prevail, and a substantial area cannot be sewered by gravity sewers in accordance with these requirements, a sewage pumping station may be installed.
No pumping facilities shall be incorporated in sewer plans without approval of the Engineer.
GENERAL REQUIREMENTS - SEWER
STANDARD PLAN
CITY OF
DRAWN SSXiEftjCKD dctg_jatd--
X"ar° „PI& Works Department
190
Sr)ztte.L. _
,Public Works 'Department
CITY OF
nark
GENERAL REQUIREMENTS — SEWER
DRAWN' SOfiEl ICKD T APPR. BY
(3AttligA4APIA48-2 LIFT STATIONS DESIGN
Lift stations, where allowed, shall be of the dry-pit type incorporating the following features
a) Pumps or other devices shall be provided in duplicate, arranged for positive priming .
b) Capacity shall be provided to handle ultimate peak flow from the tributary area with the largest pump out of service.
Stage installation of pumps is allowed providing space is provided for future installations.
c) Access shall be provided to site for removal and repair of equipment .
d) A means for dewatering force mains shall be provided. e) An overflow to natural channel or storm drain shall be provided or an alternate method of protection approved by the Engineer.
1) The lift station shall not be in CITY road right of way except with permission from the Engineer.
48-3 FORCE MAIN DESIGN
Force mains need not comply with the requirements for gravity sewers. Force mains shall be designed in accordance with good engineering practice.
49 WATER — SEWER SEPARATION — HEALTH REQUIREMENTS
See plate 53 sheet 2 thru 10.
WI
ct •
o.
CC '
.
0-,
at
LUI
CC:
191
STATE OF CALIFORNIA Revised Jam 1963
DEPARTMENT OF HEALTH
CRITERIA FCR THE SEPARATION
CF WATER MAINS AND SANITARY SEWERS
A. PUBLIC HEALTH CONSIDERATIONS
Waterborne disease outbreaks attributed to the entry of sewage-contaminated groundwater into the distribution
systems of public water supplies continue to be a problem in the United States. A community with its buried
water mains in close proximity to sanitary sewers is
vulnerable to waterborne disease outbreaks.
Sanitary sewers frecuently leak and saturate the
surrounding soil with sewage. This is caused primarily by structural failure of the sewer line, improperly constructed joints, and subsidence or upheaval of the soil encasing the conduit. A serious public health hazard exists when the water mains are depressurized and no pressure or negative pressures occur. The hazard is further compounded when, in the course of installing or repairing a water main,
existing sewer lines are broken. Sewage spills into the excavation and, hence, enters into the water itself.
Additionally, if a water main fails in close proximity to a sewer line, the resultant failure may disturb the bedding of the sewer line and cause it to fail. In the event of an earthquake or man-made disaster, simultaneous failure of both conduits often occurs.
The water supplier is responsible for the quality of the water delivered to consumers and must take all practical steps to minimize the hazard of sewage contamination to the public water supply. Protection of the quality of
the water in the public water system is best achieved by the barrier provided by the physical separation of the
water mains and sewer lines.
The document sets forth the construction criteria for the installation of water mains and sewer lines to prevent
contamination of the public water supplies from nearby
sanitary sewers.
B. BASIC SEPARATION STANDARDS
The "California Waterworks Standards" set forth the
minimum separation requirements for water mains and sewer lines. These Standards, contained in Section 64630, Title 22, California Administrative Code, specify:
STANDARD PLAN
GENERAL REQUIREMENTS - SEWER
\ CR AWN 22H.FR jCi00 seakt_ xitarc) [Public Works `LePartment CITY OF PLATE 53
SHEET 2 OF 10
192
GENERAL REQUIREMENTS - SEWER
CITY OF
CRAWN: SCHER ICKD .07,71eLfAPPR. BY
'liar' :Public Works `LePartment
(a)
(b)
(c) (1) Parallel Construction: The horizontal distance
between pressure water mains and sewer lines shall
be at least 10 feet.
(2) Perpendicular Construction (Crossing): Pressure
water mains shall be at least one foot above
sanitary sewer lines where these lines must cross.
(d) Separation distances specified in (c) shall be
measured from the nearest edges of the facilities.
(e) (2) Common Trench: Water mains and sewer lines
must not be installed in the same trench.
C. EXCEPTIONS TO BASIC SEPARATION STANDARDS
Local conditions, such as available space, limited slope, existing structures, etc., may create a situation where there is no alternative but to install water mains or
sewer lines at a distance less than that required by the Basic Separation Standards. In such cases, alternative
construction criteria as specified in Section B should be followed, subject to the special provisions in Section D.
Water mains and sewers of 24 inches diameter or greater may create special hazards because of the large volumes of flow. Therefore, installations of water mains and sewer lines 24 inches diameter or larger should be reviewed and approved by the health agency prior to construction.
D. SPECIAL PROVISIONS
1. The Basic Separation Standards are applicable under
normal conditions for sewage collection lines and water distribution mains. More stringent requirements may
be necessary if conditions, such as, higher groundwater exist.
2. Sewer lines shall not be installed within 25 feet
horizontally of a low head (5 psi or less pressure)
water main.
3. New water mains and sewers shall be pressure tested
where the conduits are located ten feet apart or less.
STANDARD PLAN
PLATE 53
SWEET 3 01,10
193
GENERAL REQUIREMENTS - SEWER
CITY OF
DRAWN. SCHER ICKO
xnar'
fl__
Works 'L oartment
4. In the installation of water mains or sewer lines, measures should be taken to prevent or minimize disturbances of
the existing line. Disturbance of the supporting base
of this line could eventually result in failure of this existing pipeline.
5. Special consideration shall be given to the selection of pipe materials if corrosive conditions are likely
to exist. These conditions may be due to soil type
and/or the nature of the fluid conveyed in the conduit, such as septic sewage which produces corrosive hydrogen sulfide.
6. Sewer Force Mains
a. Sewer force mains shall not be installed within
ten feet (horizontally) of a water main.
b. When a sewer force main must cross a water line,
the crossing should be as close as practical to
the perpendicular. The sewer force main should
be at least one foot below the water line.
c. When a new sewer force main crosses under an
existing water main, all portions of the sewer
force main within ten feet (horizontally) of the
water main shall be enclosed in a continuous sleeve.
d. When a new water main crosses over an existing
sewer force main, the water main shall be
constructed of pipe materials with a minimum rated
working pressure of 200 psi or equivalent pressure
rating.
E. ALTERNATE CRITERIA FOR CONSTRUCTION
The construction criteria for sewer lines or water mains where the Basic Separation Standards cannot be attained are shown in Figures 1 and 2. There are two situations
encountered:
Case 1 -- New sewer line -- new or existing water main.
Case 2 -- New water main existing sewer line.
For Case 1, the alternate construction criteria apply to the sewer line.
For Case 2, the alternate construction criteria may apply to either or both the water main and sewer line.
STANOARO PLAN
PLATE 53
SHEET 4 OF JO.
194
O
ZONF_
-3" \
PE,..'-7.Y152;ON
\\
P PROHIBI TED
PP .8Y
The construction criteria should apply to the house laterals that cross above a pressure water main but not to those house laterals that cross below a pressure water main.
Ffc,";RE
PARALLEL CONSTRUCTION
CASE 2
NEW
NOTE
ZONES IDENTICAL ON EITHER SIDE OF CENTER LINES.
ZONES 'P" IS A PROHIBITED ZONE SECTION 64630 tEl t2) CALIFORNIA ADMINISTRATIVE CODE , TITLE 22.
STANDARD PLAN
GENERAL REQUIREMENTS - SEWER
C,‘R4VOC SOHER IcKo ZAttt.
ublic Works Deturtment
CITY OF
Nnan.,
PLATE 53
SHEET 5 orl()
195
5'
I /
ZONE' - C
I /
SPEC:tat.: rpt--
F!5t1F4r. 2
CROSSINGS
C ••.4E / C / / / / / ( NO JOINTS ) / / /
ZONE "c" /I
SPECI4L PIPc
Z ONE
LH()
4 JO:NTS IN SE'NER
6 .
5'
• p'•
I
SP EC1u I P:Pc ' ! IT I ! --
N
C0.6, S7RuCT;ON 7 0 :E .
4 "
'ill 3" : i
..:0.5 t%' ',v4TER
iCt‘:E
CITY OF
XIICtr
GENERAL REQUIREMENTS — SEWER
CR.10eit QHE_ICG
5 TANOARO PLAN
PLATE 53
S HEET 6 IO
Si2AL
Works etlartment
;.PPR. 8Y
196
PLATE 53
SHEET OFIO
APPR. BY
Case 1: New Sewer Being Installed (Figures 1 and 2)
Zone Special Construction Required for Sewer
A Sewer lines parallel to water mains shall not be
permitted in this zone without approval from the
responsible health agency and water supplier.
B A sewer line placed parallel to a water line shall
be constructed of:
1. Extra strength vitrified clay pipe with
compression joints.
2. Class 4000, Type II, asbestos-cement pipe with
rubber basket joints.
3. Rubber gasketed pressure rated plastic pipe
(per ASTM 2241), class rated plastic water pipe
(per AWWA C900) or equivalent.
4. Plastic sewer pipe with fused joints (per ASTM
D3034) or equivalent.
5. Cast or ductile iron pipe with compression joints.
6. Reinforced concrete pressure pipe with compression
joints (per AWWA C302-74).
C A sewer line crossing a water main shall be constructed of:
1. Ductile iron pipe with hot dip bituminous coating
and mechanical joints.
2. A continuous section of Class 200 (DR 14 per AWWA
C900) plastic pipe or equivalent, centered over
the pipe being crossing.
3. A continuous section of reinforced concrete
pressure pipe (per AWWA C302-74) centered over
the pipe being crossed.
4. Any sewer pipe within a continuous sleeve.
D A sewer line crossing a water main shall be
constructed of:
1. A continuous section of ductile iron pipe with
hot dip bituminous coating.
..„..0"----"•)
STANDARD PLAN
WI
44;
)-.
MI
a.
a.
>1
Wi
CITY OF
xitar
GENERAL REQUIREMENTS - SEWER
DRAWN' .rittL
Tublic Works 'De artment
197
2. A continuous section of Class 200 (DR 14 per
AWWA C900) plastic pipe or equivalent, centered
on the pipe being crossed.
3. A continuous section of reinforced concrete
pressure pipe (per AWWA C302-74) centered on
the pipe being crossed.
4. Any sewer pipe within a continuous. sleeve.
5. Any sewer pipe separated by a ten-foot by tenfoct, four-inch-thick reinforced concrete slab.
STANDARD PLAN
CITY OF GENERAL REQUIREMENTS- SEWER
Oa/
DRAWN SDEEEL_ICKDegltril- APFR. aY
ublic Works epartment
PLATE 53
SHEET 8 or 10
198
Case 2: New Water Mains Beina Installed (Figures 1 and 2) Zone
A No water mains parallel to sewers shall be
constructed without.approval frcm the health agency.
B If the sewer paralleling the water main does not
meet the Case 1, Zone B, requirements, the water main
shall be constructed of:
1. Ductile iron pipe with hot dip bituminous coating.
2. Dipped and wrapped one-fourth-inch-thick welded
steel pipe.
3. Class 200, Type II, asbestos-cement pressure pipe.
4. Class 200 pressure rated plastic water pipe (DR 14
per AWWA C900) or equivalent.
S. Reinforced concrete pressure pipe, steel cylinder
type, per AWWA (C300-74 or C301-79 or C303-70).
If the sewer crossing the water main does not meet
the Case 1, Zone C, requirements, the water main shall
have no joints in Zone C and be constructed of:
1. Ductile iron pipe with hot dip bituminous coating.
2. Dipped and wrapped one-fourth-inch-thick welded
steel pipe.
3. Class 200 pressure rated plastic water pipe (DR 14
per AWWA C900) or equivalent.
4. Reinforced concrete pressure pipe, steel cylinder
type, per AWWA (C300-74 or C301-79 or C303-70).
D If the sewer crossing the water main does not meet the requirements for Zone D, Case 1, the water main shall
have no joints within four feet from either side of
the sewer and shall be constructed of:
1. Ductile iron pipe with hot dip butuminous coating.
2. Dipped and wrapped one-fourth-inch-thick welded
steel pipe.
3. Class 200 pressure rated plastic water pipe (DR 14
per AWWA C900) or equivalent.
STANDAR D PLAN
CITY OF
c R N _SIDEEEL K
x itary it) ti'orgs t,lepartnzent
GENERAL REQUIREMENTS - SEWER
APPR. BY PLATE 53
SHEET 9 or 10
199
WI
4. Ch
C-0. ►
a.
a.
al
>1
CC!
4. Reinforced concrete pressure pipe, steel cylinder
type, per AWWA (C300-74 or C301-79 or C303-70).
NOTES AND DEFINITIONS
1. HEALTH AGENCY -- The Department of Health Services. For those water systems supplying fewer than 200 service
connections, the local health officer shall act for the Department of Health Services.
2. WATER SUPPLIER -- "Person operating a public water system". or "supplier of water" means any person who owns or operates a public water system.
3. LOW HEAD WATER MAIN -- Any water main which has a pressure of five psi or less at any time at any point in the main.
4. Dimensions are from outside of water main to outside of sewer line or manhole.
5. COMPRESSION JOINT -- A push-on joint that seals by means of the compression of a rubber ring or gasket between the pipe and a bell or coupling.
6. MECHANICAL JOINTS -- Bolted joints.
7. RATED WORKING WATER PRESSURE OR PRESSURE CLASS -- A pipe classification system based upon internal working pressure of the fluid in the pipe, type of pipe material, and the thickness of the pipe wall.
8. FUSED JOINT -- The jointing of sections of pipe using thermal or chemical bonding processes.
9. SLEEVE -- A protective tube of steel with a wall thickness of not less than one-fourth inch into which a pipe is
inserted.
10. GROUND WATER -- Subsurface water found in the saturation zone.
11. HOUSE LATERAL -- A sewer connecting the building drain and the main sewer line.
STANDARD PLAN
GENERAL REQUIREMENTS - SEWER
PLATE 53
SHEET II Of
CITY OF
CR AWN __S CKD 1 . 0 , -—.---C.L.--
xnar- Dditiic Works v mirtment
200
50 GENERAL DRAINAGE DESIGN GOALS AND
ACCEPTABLE PROCEDURES
The following general drainage design criteria are applied to the development design to assure consistent performance meeting the requirements of drainage standards.
50-I All development. will be required to accept the storm runoff from the upstream tributary watershed, and convey it, with the additional runoff, generated from said development, to the nearest watercourse.
When required, new facilities within the development will be sized to accept runoff from a fully developed watershed. In addition, the development will be required to upgrade or provide adequate facilities to convey the existing 010 from the existing watershed together with the additional runoff from the development, through the development and to the nearest watercourse.
50-2 Ditches, channels, drains, road improvements and all other storm water carrying facilities shall be designed and constructed to the standards established by the Public Works Department, generally at 10%- storm for roads, and 2% - storm for red -line channels. 50-3 Ventura County Flood Control District standards shall be observed for all facilities within this jurisdiction, and the approval of the District shall be obtained on all improvement plans for such facilities.
Storm water acceptance deeds must be obtained whenever
diversion or concentration of waters is involved.
Overland flow shall be intercepted at the boundaries and conveyed through or around said development.
Manholes wili generally be required ( for access for inspection and maintenance ) at angle points greater than 10 degrees, at ,unctions, at intervals not exceeding 400 feet, at locatio.1:z ' where the conduit changes in size, and points where an abrupt flattening or steepening of the grade occurs.
50-7 Drainage calculations, signed or sealed by a registered civil engineer in California, shall be clearly and completely presented, and that there be a clear determination that design standards have been met.
50-8 The Cook's Method shall be used In Hydrology calculations on City's street and drainage facilities.
50- 9 15' wide access road shall be provided for all open channel and ditches. The surface of access road shall be paved with 4 inches ::gg. base and oil penetration tretment.
50-4
50-5
50-6
GENERAL REQUIREMENTS - DRAINAGE
CITY OF
ufilic Works artment
DRAWN: SOHFR ,CKO
STANDARD PLAN
PLATE 54
SHEET OF
201
51 STREET DRAINAGE CRITERIA
51-1 Street cross-sections are not to be designed for use as a substitute for storm drains in conveying drainage water from offsite area to disposal channels.
They may be used to convey water originating from the street and from adjoining tots or unimproved areas, providing that vehicle and pedestrian use of the streets is not unreasonably restricted.
Flow from unimproved areas shall have facilities to remove debris and/or silt from the flow before entering the street.
51-2 The storm runoff to be used In calculating the capacity of street drainage facilities will be O loproviding the adjacent lot pads shall not be flooded by the storm runoff from Oso
Wherever the road forms a sump, the drainage facilities at this location shall be designed for 050 in such a manner that the water level will not encroach on building pads even at times of plugging of the facilities.
Drainage facilities in sumps may be designed for 0:o only if it is constructed with an overflow channel(s) for exess flow approved by the city.
51 -3 In computing design capacity of the street, a provision of A.C. overlay of 0.10 feet thickness over the entire travelled and parking lanes should be made. This will provide the capacity which represents the actual condition subsequent to the overlay.
51-4 To prevent undue hazard, restriction, and interference with vehicular and pedestrian traffic on local, collector and arterial streets, the Oio runoff shall be conveyed in the following manner =
51 - 4.1 RESIDENTIAL STREET (PLATE 100), LOCAL COMMERCIAL / INDUSTRIAL STREET (PLATE 101) INCLUDING SERVICE ROAD
AND ALLEY .
Flow shall be contained between curb faces. Cross-gutter will be allowed only on these streets and service roads and where the traffic would normally stop.
51-4.2 COLLECTOR COMMERCIAL / INDUSTRIAL STREET PLATE IOC ) Shall be designed to maintain 24 feet of pavement nearest the centerline of the travelled way free of longitudinally flowing drainage water. No cross-gutter will be allowed on collector streets. 51-4.3 LOCAL AND SECONDARY ARTERIALS
Shall be designed to maintain 14 feet of pavement in each direction free of longitudinal flowing drainage water. No cross-gutter will be allowed on local and secondary arterials.
51-4.4 PRIMARY ARTERIALS
Shall be designed to maintain 26 feet of pavement in each direction free of longitudinal flowing drainage water. No cross-gutter will be allowed on primary arterials.
CITY OF
11,
GENERAL REQUIREMENTS - DRAINAGE
STANDARD PLAN
PLATE 55
SHEET OF
DRAWN: SOF JEAR CX0. APPR. BY
PuMic Works Department 13eer amtot,t, ay
202
51-5 Where the design storm runoff exceeds the permitted hydraulic capacity of the street section, the design storm runoff must be removed from the street and conveyed in an underground storm drain to a drain outlet or natural watercourse. Minimum size of drain shall be 18 inches in diameter.
51-6 When in the opinion of the 'City a serious silt or debris deposition on the streets or property will result, the debris hazard shall be eliminated by providing a. debris basin, outlet works and/or trash rack as directed by the City.
51-7 For design plans, hydraulic grade lines shall be at least 8" below the furnished grade over underground conduits and at least law below the top of bank for open channels. Freeboard of
0.5'+0.1xflow depth for open channels will be required. 5i-8 For all drainage facilities located outside of Ventura County Flood Control District's jurisdiction, the quantity of 0 10 shalt be based on the Cook's Method and latest VCFCD isohyetal and soil maps issued by the District.
51-9 Capacity of all inlets shall be based on the design runoff.
At public school sites, catch basins shall be located at the near or far street gutter to collect the storm flow prior to the pedestrian walk.
Catch basins shall be located prior to pedestrian cross-walk in the urban, commercial, or industrial street system.
Side opening inlets are preferable in urban areas in order to minimize hazard to pedestrians and bicycle riders from grate basins and debris unsightliness.
51-10 Deviations from the street drainage criteria may be made only upon the approval of the Public Works Director subsequent to the review and approval of sufficient supporting data furnished by the person requesting the deviations, or upon approval of the City Council.
GENERAL REQUIREMENTS - DRAINAGE
DRAWN SOHER ICKD APPR. BY
Works artment
STANDARD PLAN
PLATE 56
SHEET OF
CITY OF
arch
203
WI •
I.- •
OI
52 MODIFIED RATIONAL FORMULA — COOK'S METHOD
52-1 BACKGROUND
This method was adopted for use for the hydrologic design of City drainage facilities in the City of oxnard on March, 1977.
The method was originally prepared for use in Ventura County.
It was adapted by the County from a similar presentation for nationwide use published in the U.S. Navy Manual, " Soil Conservation - NAVDOCKS TP -Pw- 5 a. The presentation was originally prepared by the U.S. Soil Conservation Service.
The method takes into account the drainage area, relief and surface storage of the area, type of soil, extent of vegetal cover, shape of the watershed, rainfall intensity to be expected, and the frequency of occurrence.
The adapted method was verified by the County by comparing the computed runoffs with the available runoff data and was found to give reasonable results. The City has analytically compared this method with other known methods and found it to yield relatively reasonable answers.
52- 2 REFERENCE COUNTY MAPS
The following County maps shall be used with this method I) "Hydrologic Soil-Type Map - Ventura County Flood
Control District's Hydrology Manual, August, 1966,
Figures 5,6,87.
2) " lsohyetal Map - 24 Hour Rainfall with probable 50- Year Frequency ", Ventura County Flood Control District, March, 1966, Dwg. No. D-3-3d.
52-3 ASSUMPTIONS
On the basis that a) the City of. Oxnard area consists
primarily of type B soil and flat terrain, b) the average 24-hour 50-year frequency rainfall is six (6) inches, and c) the effect of the differences in vegetal cover between various types of residential development, as well as between commercial and industrial developments , is minor, the following simplifying assumptions may be made in using this method:
1) Rainfall-intensity correction factor of 123% may be used throughout the City.
2) The types of development may be grouped into three (3) major categories with the corresponding "Ca factor shown.
TYPE OF DEVELOPMENT *Ca- FACTORS
Undeveloped 40 - 45*
Residential 60
Commercial & Industrial 70
• Depends on soil-type
52-4 LIMITATIONS
This method shall be used only in the hydrologic design of City facilities with watershed area of not larger than 100 acres. (Ventura County Flood Control District's hydrology method shall be used in all District's facilities).
n ark
CITY OF
DRAWN. SnHFR ICKO.
GENERAL REQUIREMENTS - DRAINAGE
ithlic Works D artment
APPR. BY
,a44A2.4.1
STANDARD PLAN'
PLATE 57
SHEET OF
204
GENERAL REQUIREMENTS - DRAINAGE
CITY OF
DRAWN: SOHER IcKeesztet.
' liar' lic Works epartment
APPR. BY
52-5 COMPUTATION PROCEDURE
(Heter to computation torm and appropriate charts & graphs ) I) Delineate and measure the drainage area in acres.
2) Measure travel length , L, in feet.
3) Compute average width of watershed in feet.
4) Compute length to width ratio and determine the shape correction factor from the given chart.
5) Determine soil type from hydrologic soils map, vegetal cover from field observation , relief and surface storage from topographic map and/or field observation, as required. 6) Compute C.factor from given chart.
7) Using computed "C" factor and measured drainage area obtain the uncorrected O ► o from the graph.
8) Multiply the 010 in item (7) by both the shape correction and rainfall Intensity correction factor to obtain corrected 010 peak runoff.
9) For other frequencies , multiply the corrected 0 10by the appropriate frequency correction factor from the chart.
STANDARD PLAN
PLATE 58
SHEET OF
205
53 MODIFIED COOKS — HYDROLOGIC CALCULATIONS
Project Job No. Sheet Of
Watershed Designed Date
Concentration Point Checked Date
Watershed Constants
Drainage Area Acres
Length feet Fall feet Slope
Width = Area x 43560 = feet
Length
Length_ = Shape Correc. Factor =
th
Soil Type. RI-Correc. Factor
Computation of -C1
Type of Development "C" Factor Present Future
Undeveloped 40-45
Residential 60
Commercial & 70
Industrial
Composite "C" Factor
Runoff 0 from curve = x L Factor x RI-Corr. Factor
w
Frequency Frequency Factor 0
20% 65% cfs
10% 100% cfs
4% (35% cfs
2% (70% cfs
I% 200% cfs
GENERAL REQUIREMENTS — DRAINAGE
CITY OF
DRAWN:_IDEER_ICKD
llaTc) ,Public Works 'Department
STANOAHO PLAN
PLATE 59
SHEET OF
APPR. BY
206
•
54 MODIFIED RATIONAL FORMULA
" C " FACTORS'
ITEMS RUNOFF PRODUCING CHARACTERISTICS
RELIE 40
Steep, slopes
exceed 30%
30 Hilly, slopes
10% to 30%
20 Rolling, slopes
5% to 10%
10 Flat, slopes
0 to 5%
ww
u(.9
<<
u_cc
cr 0
DI--
cow
20 Negligible, surface
depressions few
and shallow.
Drainageways steep
& small / no ponds
or marshes.
15 Low/well defined
system of small
drainageways , no
ponds or marshes.
10 Normal,
considerable surface
depression storage,
lakes and ponds
less than 2% of
drainage area.
5 High / surface
depression
storage high ,
drainage system
not sharply
defined.
SOIL
-SCS
CLASS
20 Rock or thin soil
mantle. Negligible
infiltration capacity.
D
_...4.
15 Clay or other soil
of low infiltration
capacity.
C
10 Normal , deep
permeable soils.
B
.
5 High I sands,
loamy sands &
other loose open
soils.
A
, ..
VEGE TAL
COVE R
20 No effective soil
cover, bare or
very sparse cover.
15 Clean cultivated
crops or poor
natural cover ,
less than 10% of
drainage area
under good cover,
10 50% of drainage
area in good
grassland or
woodland , 50%
of area in clean
cultivated crops.
5 About 90% of
drainage area In
good grassland
woodland or
equivalent cover.
" C " FACTOR
( FOR CITY OF OXNARD )
C =40. - 45
C = 60
C = 70
FOR UNDEVELOPED
FOR RESIDENTIAL
FOR COMMERCIAL AND INDUSTRIAL
NOTE:
In hydrologic Calculations, use values of "C" given in lower table.
Use of values of "C Igiven in upper table have to be approved by the City Engineer.
CITY OF
\
.
GENERAL REQUIREMENTS — DRAINAGE
STANOARO PLAN1
PLATE 60
SHEET OF
OR AviN SOHER_ACKO .mr...i...... 4., APPR. BY
4P----,1..., '-- - a.• „,,,iA vA- ,„0„,„, .
... „ xitaru ,-;),/. 11) _turottc it orks 1 - artment
a.
207
FREQUENCY FACTORS — %
RETURN FREQUENCY RETURN PERIOD FACTOR
50%
20%
10%
4%
2%
1%
0.1%
2 5
10 25
50 100
1,000
25 65
100
135
170
200
400
RAINFALL INTENSITY CORRECTION FACTOR
OXNARD AREA = 123%
SHAPE CORRECTION FACTORS — %
L/W AREA 0.01 S.M. 0.1 S.M. I S.M. I 10 S.M. 100 S.M. 1,000 S.M.
1.5 4
5 or
greater
In CV co 0 coIn 00
0)(1) =
125
115
110
100
95 91
t
132
119
110
100
94 88
141
124
113
100
91 85
0 0) c\J
Lo
n
_
o coco
N....NO(
0 w
O cots1 S.M. = 1 Square Mile = 640 Acres i Just for information only ..-1.....--------) CITY OF
\
GENERAL REQUIREMENTS — DRAINAGE
sTA,0AR0 PLAN
PLATE 81
sweer Or
cl■
ORawN SCL-',:xo fLar/L APPR. 8Y
'- • , -.1-• ,- .4--114-1
xitarc) (0 Li! - it forks
i i ,rvrIC pl lOrKS ‘!ef)arrmfnc
208
3 a 5 6 3 9 8 • 5 6 8 9
Ithlic Works artment
GENERAL REQUIREMENTS - DRAINAGE
STANDARD PLAN
DRAW N: SOHER APPR. BY PLATE 62
SWEET OF
— .
-,_
_._.-1. -
• 111011•11=11 — -..-1. ;
.
.._;
. —
...*1 ..-- •
,
------ '
-.-.
.
.
■.4.-••-/
— —
—
11111•110111INIIMINIIII
1--.--L--...--.,,-
......— 6----- :-=
.--4,..
a
t-•••- 1 ■ I • 1- . ••-•-••'-'
4416ii Miiiii t— 4 I
— 4
mane
Iiimmulitio
5 •
3 2
10 3
a
: L5 6 7 3 9 0
PEAK FLOW IN CUBIC FEET PER SECOND
209
13'
5 18' (SEE NOTE 6)
2%
--
62' R/W WIDTH
18' (SEE NOTE 6) 13'
MINOR RESIDENTlAL STREET
66' R/W WIDTH
13' 20' (SEE NOTE 6) 20' (SEE NOTE 6) 13'
8' 5'
@ FOG SEAL:
&0 ASPHALT CONCRETE:
,......
o 0 CAB, CMB, CL2, OR
"-(O RECYCLED PMB WITH
"- CL2 GRADATION:
;
m
(D @ ZONE OF SUBGRADE:
::l ® o CONC. C & G: .....J
® CONC. SIDEWALK:
0 PRIME COAT:
RESIDENTlAL COLLECTOR
SS-1 H; RATE=0.10 GAL/SY. ALSO SEE SECTION 203-3 OF S.S.P.W.C.
BASE COURSE-1YPE 111, B2-PG 64-10; MIN., 1 3/4" THICK.
FINISH COURSE-1YPE 111, C2-PG 64-10; MIN., 1 1/4" THICK.
TOTAL THICKNESS 3" MINIMUM, ACTUAL THICKNESS PER SOILS ANALYSIS (SEE NOTES)
MIN. 4" THICK; ACTUAL THICKNESS AS DETERMINED BY SOILS ANALYSIS.
SEE BELOW FOR REQUIRED TRAFFIC INDEX.' MINIMUM 95% RELATIVE COMPACTlON (SEE NOTES)
MIN. 12" THICK; MIN. 95% RELATIVE COMPACTION.
1YPE "A2-6" PER PLATE 111.
MIN. 4" THICK AND 5' WIDE PER PLATE 112 OR AS SHOWN ON APPROVED IMPROVEMENT PLANS.
SC-70; RATE=0.20 TO 0.40 GAL/SQ. YD. ALSO SEE SECTION 302-5.3 OF S.S.P.W.C. (REQUIREMENT FOR PRIME COAT MAY BE WAIVED BY CITY ENGINEER BASED ON FIELD CONDITlONS)
RESIDENTlAL
DRAWN: STAFF CKD.: STAFF
Department of PubJic 1'Iorks
STANDARD PLAN
2002
PLATE ·100
SHEET 1 OF
210
DESIGN CRITERIA
ANTlCIPATED BUS ROUTES
rRAFFIC INDEX > 151 LOTS SERVED
TRAFFIC INDEX 51 - 150 LOTS SERVED
TRAFFIC INDEX 21 - 50 LOTS SERVED
TRAFFIC INDEX < 21 LOTS SERVED
NOTES:
lRAFFlC INDEX
DESIGN VALUE
7.0 6.5
6.0 5.5
5.0 1. APPLY WEED KILLER AT ALL COLD JOINTS, BETWEEN ASPHALT AND GUTTER, AND BETWEEN CURB AND SIDEWALK. WEED KILLER SHOULD STOP 6' FROM DRIP UNE OF TREES.
2. IN NEW DEVELOPMENT, FINISH COURSE OF AC SHALL BE PLACED PRIOR TO ANY BUILDING OCCUPANCY.
3. ACTUAL ASPHALT AND BASE THICKNESSES TO BE DETERMINED BY SOILS ANALYSIS WITH MINIMUM THICKNESS AS NOTED.
4. SLURRY SEAL IN LIEU OF FOG SEAL MAY BE REQUIRED IF FINISH COURSE IS DAMAGED DURING CONSTRUCTlON.
5. ALL STREET CUTS OCCURING AFTER FINISH COURSE PAVING SHALL BE REPAVED IN ACCORDANCE WITH PLATE 602 SHEET 3 OF 5 (NEWLY IMPROVED STREETS).
6. ADDITlONAL PAVEMENT WIDTH MAY BE REQUIRED AT INTERSECTlONS. & 7. A.C. COMPACTlON SHALL BE 96.5%.
RESIDENTlAL STREET
DRAWN: STAFF CKD.: STAFF
Department of Public rlorks
STANDARD PLAN
2002
PLATE 100
SHEET
211
SECONDARY ARTERIAL 32'
PRIMARY ARTERIAL 42'
VARIES 1 ITYPICALLy 30
W2
W2
8-1 7' I 7'
T.1. 10.5. MINIMUM
W2
G) FOG SEAL:
& ® ASPHALT CONC:
o CAB. CMB. CLASS 2.
OR PROCESSED PMB
WITH CL2 GRADATION:
o ZONE OF SUBGRADE:
® CONCRETE C & G:
® CONC. SIDEWALK:
o MEDIAN CURB:
® PRIME COAT :
® MEDIAN:
SS-1 h; RATE = 0.10 GAL/SY ALSO SEE SECTION 203-3 OF S.S.P.W.C.
MINIMUM 4" THICK. 1YPE 111 B-2 PG 64-10 - 2 1/2" BASE COURSE AND 1YPE 111 C2 PG 64-10 - 1 1/2" FINISH COURSE. ACTUAL THICKNESS PER SOILS ANALYSIS.
MINIMUM 8" THICK; ACTUAL THICKNESS DETERMINED BY SOIL ANALYSIS FOR REQUIRED TRAFFIC INDEX MINIMUM 95% RELATlVE COMPACTlON.
MINIMUM 12" THICK; MINIMUM 95% RELATIVE COMPACTION.
1YPE "A2-6" PER PLATE 111. 6" CURB ONLY
MINIMUM 4" THICK AND 5' WIDE PER PLATE 112 OR AS SHOWN ON APPROVE IMPROVEMENT PLANS.
1YPE "A1-8" PER PLATE 111, 8" CURB FACE UNLESS OTHERWISE SHOWN.
SC-70; RATE=0.20 TO 0.40 GAL/SQ. YD. -ALSO SEE SECTION 302-5.3 OF S.S.P.W.C. (REQUIREMENT FOR PRIME COAT MAY BE WAIVED BY CITY ENGINEER BASED ON FIELD CONDITlONS).
PROVIDE STAMPED CONCRETE IN ALL AREAS OF MEDIAN 6' (BACK OF CURB TO BACK OF CURB) WIDE OR LESS. PATTERN AND COLOR OF STAMPED CONC.
TO BE PER PLATE 128 UNLESS OTHERWISE APPROVED BY PARKS DEPARTMENT MEDIAN WIDER THAN 6' (BACK OF CURB TO BACK OF CURB) SHALL BE LANDSCAPED AND IRRIGATED PER PARK DEPARTMENT'S REQUIRMENTS.
THEIR REVIEW AND APPROVAL IS MANDATORY.
STREET LIGHTING IN THE MEDIAN SHALL BE REVIEWED & APPROVED BY THE CITY TRAFFIC ENGINEER.
STREET NAME & OTHER TRAFFIC SIGNS SHALL BE AS REQUIRED BY THE TRAFFIC ENGINEER. REFERENCE: PLATE 203.
PROVIDE 4" SLEEVE FOR ALL IRRIGATION LINES UNDER CONCRETE OR BETWEEN MEDIANS.
NOTES:
1. APPLY WEED KILLER AT ALL COLD JOINTS. BETWEEN ASPHALT AND GUTTER. AND BE1WEEN CURB AND SIDEWALK. WEED KILLER SHOULD STOP 6' FROM DRIP UNE OF TREES.
2. IN NEW DEVELOPMENT. FINISH COURSE OF AC SHALL BE PLACED PRIOR TO ANY BUILDING OCCUPANCY.
3. ACTUAL ASPHALT AND BASE THICKNESSES TO BE DETERMINED BY SOILS ANALYSIS WITH MINIMUM THICKNESS AS NOTED.
4. SLURRY SEAL IN LIEU OF FOG SEAL MAY BE REQUIRED IF FINISH COURSE IS DAMAGED DURING CONSTRUCTlON.
5. ALL STREETS CUTS OCCURING AFTER CONSTRUCTlON AFTER FINISH COURSE PAVING SHALL BE REPAVED IN ACCORDANCE WITH PLATE 602 SHEET 3 OF 3 (NEWLY IMPROVED STREETS)
6. ADDITlONAL PAVEMENT WIDTH MAY BE REQUIRED AT INTERSECTlONS. & 7. A.C COMPACTlON SHALL BE 96.5%.
ITY OF ARTERIAL ROADWAy
DRAWN: STAFF CKD.: STAFF ~~í(""'~~""--
Department of Public W'orks APPR~~~_-+-- _
STANDARD PLAN
2002
PLATE 102
SHEET 1 OF 1
212
R=67'
L=37.18'
e =31'47'31"
R=259.72'
L=144.11'
A=31'47'31" ce
U)
SYMMETRICAL ABOUT C/L
(R:25'
L=92.41'
A =21 1'47'31"
R=25'
=90'
L=39.27'
R=227.72'
L=126.35'
0 f)
R=217.72
L=120.81'
=31'47'31"
-J
D
0 U)
32'
NOT FOR NEW DEVELOPMENT
ONLY FOR IMPROVING EXISTING CONNECTIONS
CITY OF RESIDENTIAL SERVICE ROAD BULB CONNECTION
DRAWN: STAFF I CKD • STAFF
Department of Public Works Granville M. Bowmon _SHEET 1 OF 1 APPR
213
ABOUT C.Li
Granville M. owmon
I \ 11
/
/
1 1
.7
-a
NOT FOR NEW DEVELOPMENT
ONLY FOR IMPROVING EXISTING CONNECTIONS
CITY OF INDUSTRIAL SERVICE ROAD BULB CONNECTION
DRAWN: STAFF CK D. • STAFF
Department of Public Works
STANDARD PLAN
2002
PLATE 105
SHEET 1 OF 1
APPR
214
24" SQ.
•
- -4:
DETAIL "B"
R/W DATA
R=55.00'
A =2720'56"
L=26.25'
.CURB DATA CURB DATA
R=48.00' R=35.00'
A=40'17'46" A=90'00'00"
L=33.76' L=54.98'
SEE DETAIL "A"
n.
SCORED CONC.
60' DIAMETER
SEE DETAIL "B"
R/W DATA
R=60.00'
A=27'20'56"
L=28.64'
CURB DATA
R=70.00'
A =40'17'46"
L=49.23'
0 mR W
ECR
0 ECR
R/W W/2 W A B C D E F G H I
60' 20' 40' 13' 76.32' 26' 10' 35' 26' 110' 55' 144.32' PLANTER 26' DIA.
LANDSCAPE PER
PARKS DEPT.
INSTALL R26F
SIGNS PER CITY
PLATE 203
NOTES:
APPLY WEED KILLER AT ALL COLD JOINTS,
BETWEEN ASPHALT & CURB AND CURB &
SIDEWALK.
SIDEWALK AT ALL DRIVEWAYS MUST MEET
DISABLED ACCESS REQUIREMENT OF 2%
MAX. CROSSFALL.
CURB SEE PLATE
111, A1-6
STREET LIGHT
WATER METER
IRRIGATION SERVICE
FIRE
HYDRANT
WATER MAIN
DETAIL "A"
CITY OF
STANDARD PLAN
RESIDENTIAL CUL-DE-SAC PADDLE TYP 2002
DRAWN: STAFF I CKD.: STAF3
Department of Public Works
PLATE 107
SHEET 1 OF 1
APPR
Granville :owmon
215
CURB DATA
A=25'00'00"
R=100.00'
L=43.63'
T=22.17'
A=SEE BELOW
R=100.00'
\ 1'
(a) SYMMETRICAL
R/W W W/2 A B C
60' 46' 23' 30.63' 33.80' 57.36'
80' 66' 33' 6.98' 7.7' 62.02'
(b) UNSYMMETRICAL
R/W W W/2 A B A
60' 46' 23' 115.26' 27' 50'12'29"
80' 66' 33' 101.98' 23' 42'50'00"
Granville M. Bowman
CITY OF INDUSTRIAL CUL-D -SAC
DRAWN: STAFF ICKD.: STAFFLM
Department of Public Works APPR
STANDARD PLAN
2002
PLATE 108
SHEET 1 OF 1
216
CROWN v' 409 Ns. pp
`44:3
2 A (SEE NOTE 1)
2%±
cronvote mon
41 CV
CV
R R/W LINE
CURB LINE
Q
R
C
(0
R=2
2%± 2%±
R w
NOTE;
1. When A is less thon 72' a smooth curve with a minimum radius conforming with the standards for the particular geometric section shall be used.
2. Sidewalk of oll driveways must meet disabled access requirment of 2% mox. crossfall.
R/W W Ri R2 R3 R4 R5 R6 p
60 40 El 80 90 60 40 30 10
49 36 35 78 84.5 60 42 35.5 6.5
45 32 35 76 82.5 60 44 37.5 6.5
CITY OF KNUCKLE INTERSEC • N STANDARD PLAN
2002
PLATE 109
SHEET 1 OF 1
APPR.
DRAWN: STAFF I CKD - STAFF
Department of Public Works
217
218
219
220
221
222
223
224
225
226
227
228
A1-S (6' CF)
ANO
A1-8 (el' CF)
w
z
::J
CD
o:::
t--.x.,,_a-l
u...
()
BATTER 3:12
---
w
z
::J
CD 1:
o::: u... ::J
() o
6" W L::
.:.. :,. . BATTER 3:12
u... .~~.A.~...-: () .,
LEVEL ..~
A2-S (~ CF) ANO A2-8 (el' CF)
w
z
::J
CD
o:::
::J
6" ()
13"
CD W O:::z
a::J
PAVEMENT
4 DOWEL AT 4' OC
10" MIN. LENGTH,
GROUTED IN PLACE
01-S (6' CF)
ANO
01-8 (el' CF)
u...
()
C1-S (6' CF)
ANO
C1-8 (el' CF)
6"MIN
ALL DIMENSIONS ARE MEASURED IN INCHES.
"CF" IS THE LAST NUMBER IN THE DESIGNATION.
W= 18" FOR ff C.F. & 24" FOR g' C.F.
TYPES Al, A2, A3, AND C1 ARE CONSTRUCTED OF
PORTLAND CEMENT CONCRETE CLASS 520-C-2500 WITH
2LBS OF 3/4" LONG POLYPROPYLENE FIBERS PER CUBIC
YARD.
TYPE Dl IS CONSTRUCTED OF ASPHALT CONCRETE.
TYPE Cl CURB SHALL BE ANCHORED WITH DOWELS AS
SHOWN OR WITH AN EPOXY APPROVED BY THE ENGINEER.
GRADE SHALL BE MEASURED AT CURB UNE AT TOP OF
CURB.
ALL EXPOSED CORNERS ON PCC CURBS AND GUTTERS TO
BE ROUNDED WITH A 1/2" RADIUS.
WHEN SOILS EXPANSION INDEX IS 5%, PLACE 4" THICK
SAND OR BASE UNDER CONCRETE CURB AND GUTTER
EXTENDING 1t' BEHIND CURB•
ALL CURBS SHALL HAVE A 1" DEEP WEAKENED PLANE JOINT
AT 10' INTERVALS. FULL DEPTH EXPANSION JOINTS SHALL
BE INSTALLED AT ALL B.C.'S, E.C.'S, D/W'S RECTANGULAR
CORNERS AND AT 60' INTERVAL PER PLATE 112.
A3-S (~ CF) ANO A3-8 (el'CF)
w
z
::J
CD 1:
o::: u...
::J O
()
L:: L_6" W
o:::
w
a..
"'>LBATTER 3:12' . '.~ LEVEL ..........
.. L -- ......
..
--
: .. 3'. . ..
u...
()
NOTES:
lo
2. lA. 3.
l..U 4.
5. 6.
7. "-Q)
o
; a 8.
E
u
"tJ 9.
;B
..J
d ..-- 10.
STANDARD PLAN CONC. CURS, CURS a: GUTTER, A.C. BERM 2002 DRAWN: A. ROQUE CKD.: HUNG LE PLATE 111
Department of Public Works APPR. L Iderrama P el En Ineer SHEET 229
60' "'1
10' 10' 10'
5' I 5' 5' I 5' SEE NOTE
I I No. 7
10' 10' 10'
60'
¡ EXPANSION JOINT
MATERIAL
(J) (J)
:d (J) 4' en W~ d W~
Z....J <1 4 Z....J ••<1 ~«
2~ & º~ .. 7 ". & ., 7 :~ ::Ce i. <1 .i. ::Ce
</ 1-- 1--
(J) en
4· : .4t!J .SLa.. <1' 4. i:1 4 .SLa.. <1 ::!:o ..:. <l . ::!:o WEAKENED-pLANE JOINT EXPANSION JOINT
NOTES:
& 1. CONCRETE FOR SIDEWALK SHALL BE 520-C-2500 WITH 2LBS OF 3/4!' LONG POLYPROPYLENE FIBERS .PER CUBIC YARD, WITH 4!' MAX. SLUMP. SELF HAUL NOT PERMITTED. & 2. CONCRETE SIDEWALK SHALL HAVE A MIN. WIDTH OF 5' ANO MIN. THICKNESS OF 4".
3. EXPANSION JOINTS SHALL BE MADE AT B.C. ANO E.C. OF ALL RETURNS, AT THE OUTER EDGES OF DRIVEWAYS INCLUDING "x' DISTANCES, ANO AT UNIFORM INTERVALS AS SHOWN ON PLATE 113 OR AS DIRECTED BY INSPECTOR.
WEAKENED PLANE JOINT, ONE INCH DEEP, SHALL BE CONSTRUCTED AT EQUAL SPACING BETWEEN EXPANSION JOINS IN WAL.KS ANO GUTTERS.
WEAKENED PLANE JOINTS IN THE CURB ANO GUTTER SHALL AUGN WITH CORRESPONDING JOINTS IN THE WALK.
LONGITUDINAL SCORING UNES WILL BE REQUIRED IN WALKS 10 FEET OR WIDER.
WEAKENED PLANE JOINTS IN SIDEWALK SHALL BE CONSTRUCTED WITH DEEP GROOVING TOOL.
MINIMUM 1" DEEP.
WHEN SOILS EXPANSION INDEX IS 5%, PLACE 4!' THICK SANO OR BASE UNDER CONCRETE CURB ANO GUTTER EXTENDING 1'1.' BEHIND CURB ANO UNDER SIDEWALK• WEED KILLER SHALL BE APPLlED AT ALL COLO JOINTS ANO STOP 6' SHORT OF TREE DRIP UNE.
4. 5.
"
g 6.
¡ti
E 7.
G
"'ti 8. ;B
...J
9. DRAWN: STAFF
Department
STANDARD PLAN
2002
PLATE112
SHEET
230
W ,..
AGG. BASE PER
STREET SECTION
(4" MIN.) '\
¡-P.C.C.
#4 REBAR @ 12" O.C., BOTH WAYS
BASE PER STREET SECTION (4" MIN.)
\.
\ /
'-.... - 6'
l'(MIN) A.C. PAVING
\
STANDARD SECTION
AGGREGATE BASE REQUIRED UNDER CROSS GUTTER BEGINNING AT B.C.R. & E.C.R. & UNDER SPANDREL.
--INDICATES COLD JOINT (CJ) OR EXPANSION JOINT (EJ).
- - - INDICATES WEAKENED PLANE JOINT 2" DEEP TO BE PLACED WHEN W IS GREATER THAN 20'.
CROSS GUTTER & SPANDRELS THICKNESS SHALL BE g' FOR CROSS GUTTER WIDTH OF 16', 18', AND 20'.
STEEL REINFORCING SHALL BE #4 BARS AT 1t' O.C. BOTH WAYS IN CROSS GUTTER & SPANDRELS.
CROSS SLOPE OF CROSS GUTTER TO FLOW UNE SHALL BE 2%.
TRANSITION SECTION SHALL BE INCREASED BY 2' FOR 2' INCREMENTS FOR CROSS GUTTER WIDER THAN 8'.
CONSOUDATE CONCRETE USING A VIBRATOR.
ALL CONCRETE SHALL BE CLASS 520-A-2500 WITH 2LBS OF 3/4" LONG POLYPROPYLENE FIBERS PER CUBIC YARD.
PRIOR TO MACHINE PAVING AGAINST
PCC X-GUTTER, A WEDGE OF AC
6' IN WIDTH MUST BE PLACED BY
HAND, AS INDICATED, TO PREVENT
MACHINE DAMAGE TO GUTTER, (BOTH
SIDES). TACK EDGES OF X-GUTTER
WITH TACK COAT SS-1 H. AC WEDGE
TO BE PLACED 7 DAYS AFTER
X-GUTTER HAS BEEN POURED.
l. ..L ""tIl...1()()(Yx x o =r=-s o x '>C'XYY .1
I
15' lVVVX':~ -./ 1 iio :±:::= I xV x x I 15'
: TRAN·SITION L P.C.C. '-W'P.J'@EQUJA L _ __ 'r.. INTERVALS TRANSITION SECTION (NOTE 7) #4 REBAR @ 12" O.C. (20' MAX.) SECTION (NOTE 7)
BOTH WAYS IN X-GUTTER A
AND SPANDREL. HIKE SPANDREL TO HAVE 2"
LESS CURB FACE THAN
CALLED FOR ON PLANS.
NOTES;
1. o 2.
3. "
Q) &4. o
¡ o
E
g 5. U
'U
;B 6.
..J 7.
d 8. &9.
0.1' BELOW
.......--+---1 CROSS GUTTER t:;:;:z;::;¡R"---4.
¡
CROSS GUTTER a: SPANDREL
DRAWN: STAFF CKD.: STAFF
Department of Public W'orks APPR.~~~~~~~===-
STANDARD PLAN
2002
PLATE114
SHEET
231
A~-
FOR STO C & G
ANO SIOEWALK
SEE PLATE 111
& 112
MONOUTHIC CURB, GUTTER, &
ORIVEWAY UNLESS CURB
MACHINE IS USEO
W
e==:!~~~===:::;::==:!::::;:=d~~~=======ff-6" OR 8" CF
B~-
FOR STO C & G
ANO SIOEWALK
SEE PLATE 111
& 112
SIOEWALK
MONOLlTHIC CURB, GUTTER, &
ORIVEWAY UNLESS CURB
MACHINE IS USEO
NQTES:
1. MUST BE A MINIMUM OF s: FROM STREET UGHT, FIRE HYORANT OR BEGINNING OF CURB RETURN MEASUREO FROM ENO OF "x'. MUST BE MINIMUM OF 3' FROM PROPERTY L1NE. MUST BE A MINIMUM OF 20' OF FULL CURB BETWEEN ORIVEWAYS ON THE SAME LOT.
2. THE CURB ANO GUTTER SHALL BE SAWEO AT THE NEAREST SCORE MARK• .& 3. ALL CONCRETE SHALL BE 520-C-2500 WITH 2LBS OF 3/4" LONG POLYPROPYLENE FIBERS PER CUBIC VARO.
4. ALL ORIVEWAYS SHALL INCLUOE AN A.O.A. COMPLlANT PATHWAY• .& 5. WHEN OEPRESSEO CURB & GUTTER NOT POUREO MONOLlTHIC WITH ORIVEWAY, INSTALL 2-#4 REBARS FULL LENGTH FROM EXPANSION JOINT TO EXPANSION JOINT. 1"
5'
1/,4" PER FOOT .!
Z
REMOVE & REPLACE
EXIST. A.C. & COMPACT 1-1..=....:.....--
MATERIAL W/ VIBRATING --r7-_~
PLATE OR WHACKER
EXP J = EXPANSION JOINT; CJ = COLO JOINT; SC = SAW CUT.
W = SEE PLATE 115 SHEET 2
X = 3' WHEN CURB HEIGHT IS OVER ej' ANO 2' WHEN CURB HEIGHT IS ej' OR LESS.
Z = ej' FOR SINGLE FAMILY RESIOENTIAL, ff FOR MULTI-FAMILY RESIOENTIAL, ANO 8" WITH #4 REBAR 12" O.C. BOTH WAYS FOR COMMERCIAL WITH PRIOR APPROVAL ONLY. y = 5' MIN. (IF Y<5' USE SECTION B-B)
6"
RESlDENTIAL DRlVEWAVB
ORAWN: A. ROQUE CKO.: HUNG LE
Department 01 Public W'orks APPR. --:-r-'!''':'--~-*'-::::--=:--=--:--
STANDARD PLAN
2002
PLATE115
SHEET
232
WIDTH OF DRIVEWAY
TYPE Of STREET RESIDENTIAL COMMERClAlj ARTERIAL INDUSTRIAL
TYPE OF DEVELOPMENT MIN MAX MIN MAX MIN MAX
RESIDENTlAL 12 25 -- -- -- --
ONE WAY 18 25 20 TRAFFIC -- -- 3D
COMMERCIAL
TWO WAY 25 36 25 TRAFFIC -- -- 36
; INDUSTRIAL
ONE WAY 18 25 20 30
TRAFFIC -- -- PASSENGER CARS
TWO WAY -- -- 36 25 TRAFFIC 25 36
INDUSTRIAL
TRUCKS -- -- 25 45 25 45
ITYOF DRIVEWAYS
w;D:.:..:R;:::,AW~N,::,::.=;;;S;;;;;TA;;;;;F;;;;;F=;.JI~c~K~D:.:..: ==ST;¡¡S=A;;;FF...,;Li!!:i~~ _-J:/:::1J~'~ J~-'~~~'~~=- Depl1rtment 01 Public Works APPR. Granville t.4. Bawman
STANDARD PLAN
2002
PLATE 115
SHEET 2 or 2
233
<
J
00 15'
GUTTER
TRANSITION SECTION
L.A SEE NOTE 2
PLAN VIEW
SEE NOTE 2
GUTTER
TRANSITION SECTION
CONSTRUCT HANDICAP
W (SEE BELOW FOR ALLOWABLE WIDTHS) [ RAMP PER PLATE 110 lA BOTH SIDES I 5' TO ALlGN WITH J-------;-¡~--:"":"""-R --.1-
I ACCESS RAMP
SEE NOTE 2:,\0:::: • ~I.~/~Ot:1:::¡:::¡::::¡::::¡::¡:::¡::¡::¡::::¡:::¡:~m++l:::¡:::¡::::J+r:::uzm::¡::¡::KAX:Jlo.~.' I be~ in ~. r SEE NOTE 2 • ~~x • x~~ • XXX ~xx
R
SECTION A-A
~~URB r:START WEDGE
1_ I J. CROSS 1 , SLOPE 2% , ,ASPHALT CONC. 1>1>1>1>1>1> • .,. ..... . -~.;;::;;::::::::::::~~::::-ÉV82 /·~/·./~·/~z~Z~Zt'/~'/~'/~·/~·/~I:!j:"tr~/::j::j:: /'::/'/::'/~z~'/) J J - • T·· . . ......... p ... 1> ( --:7-HLL_~~I>~' 4' :::!I>:.eI>~I>~I>:: ~1>~~::~I:o~===~-~~=~'::~ L AGGREGATE BASE PER l' STREET SECTION MIN.
- l' MIN. A.C. WEDGE. SEE PLATE 114.
PLACE 7 DAYS AFTER POURING OF
X-GUTTER, BOTH SIDES.
REINFORCED CONCRETE
NOTES;
/
1. 2.
3. Lt4.
5. 6.
7. AGGREGATE BASE REQUIRED UNDER CROSS GUTTER BEGINNING AT B.C.R. & E.C.R. & UNDER SPANDREL.
-- INDICATES 1/2" EXPANSION JOINT OR COLO JOINT.
REBAR, #4 SIZE, 12" ON CENTER, BOTHWAYS, GUTTER ANO SPANDREL.
ALL CONCRETE SHALL BE CLASS 520-A-2500 WITH 2LBS OF 3/4' LONG POLYPROPYLENE FIBERS PER CUBIC YARD.
FOR SIDEWALK TREATMENT AROUND THE CURB RETURN, CURB RADIUS, ANO RIGHT-OF-WAY REQUIREMENTS, SEE NEXT SHEET. /'
APPLY WEED KILLER AT ALL COLO JOINTS.
INSTALL z' DEEP WEAKENED PLANE JOINTS AT 20' INTERVALS.
WIDTH OF DRIVEWAY
1YPE OF STREET ARTERIAL
MIN MAX MIN MAX MIN
12 25 -- -- --
ONE WAY 18 25 20 TRAFflC -- --
TWO WAY 25 36 25 TRAFFIC -- --
ONE WAY -- 18 25 20 TRAFFIC --
TWO WAY -- -- 25 36 25 TRAFFIC
-- -- 25 45 25 45
36 36
30 30
MAX
COMMERCIAL/
INDUSTRIAL
RESIDENTIAL
INDUSTRIAL
PASSENGER CARS
INDUSTRIAL
TRUCKS
TYPE OF DEVELOPMENT
COMMERCIAL
RESIDENTIAL
COMMERCIAL cIr: INDUSTRIAL DRlVEWA'tS
DRAWN: A. ROQUE ICKD.: HUNG LE
Department of Public 1Yorks
/ 72_~ APPR. ~bl L BCllderrama. PE. City Enaineer
STANDARD PLAN
2002
PLATE 116
SHEET 1 OF 2
234
REOWOOD HEADER
OR CONC. CURB
ACCESS RAMP & GROOVING PER
DETAILS SHOWN ON PLATE No. 11 O
SHEET 6, TYPE 1
Al
I
A..J
PLAN VIEW
W PER TABLE
FULL CURB
HEIGHT 6" OR 8"
SEE DETAlL "P;', "s", "c",
OR "O" ON SHEET 10
R
PER TABLE BELOW
START OF
WEDGE
6'
9'
or to P/L
4' 4' ••5'
SECTION A-A
s
TYPE OF ROADWAY R
6" CF 8" CF
ARTERIAL ROADWAY (PLATE No. 102) 35' 4.0% 4.6%
COMMERCIAL/LOCAL ARTERIAL (PLATE No. 101) 25' • 5.2% 6.2% IN FILL AREA (SPECIAL CASE) PRIOR 20' 6.6% 8.1% APPROVAL BY PWD REQUIRED • IF PREDOMINANTLY USED BY TRUCKS, USE R=35'
•• FIVE FOOT OF GUTIER WmTH TO
HAVE 2% MAX. CROSSFALL FOR
DISABLED ACCESS PATHWAY AND ro ALlGN
WITH RAMPS.
DRA:~~~F;RC~ ~AF~NDUSTRIAL DRIVEWAYS
Department of Public Jforks APPR. Gronville M. Bowmon
STANDARD PLAN
2D02
PLATE 116
SHEET 2 OF 2
235
& #4 @ 12" Con
 Cont Total
evenly spaced
NOTES:
SECTION
12"
STRUCTURAL SECTION PER
SOILS ENGINEER
&1. &2.
REINFORCEO CONCRETE (8" THICK WITH #4 BARS @ 12" O.C. BOTHWAYS).
ALL CONCRETE SHALL BE CLASS 520-A-2500 WITH 2LBS OF 3/4" LONG POLYPROPYLENE FIBERS PER CUBIC VARO.
RlB80N GUTTER
ORAWN: STAFF CKO.: STAFF
Department O/ Public W'orks APPR.~e;;z:;~~;-q~~---:--
STANDARD PLAN
2002
PLATE117
SHEET
236
* WATER
MAY BEBOTHSIDES SOU TH& EAST
6.5'
0 WA
* SEWER
TE R METE R VAUL
WATE R METER VAU LT
Ln
0 z
w
w
w
>-
T
•
EDISON
& GAS
5 '
z
* MINIMUM SEPARATION REQUIRED WHEN ELECTRICAL
CROSSES BENEATH SEWER & WATER
GENERAL NOTES
1. ALL INSTALLATIONS IN PUBLIC— RIGHT— OF WAY SHALL BE APPROVED BY THE CITY FOR LOCATION.
TWO COPIES OF PLANS DETAILING THE LOCATION OF ALL UNDERGROUND UTILITIES INSTALLED SHALL
BE SUBMITTED BY THE SUBDIVIDER, OR THE PARTY MAKING THE INSTALLATION, TO THE CITY OF OXNARD FOR REVIEW AND APPROVAL.
3. CABLE TV SHALL CROSS STREETS (TRANSVERSE) AT DEPTH OF 36" PER STATE CODE.
4. TRENCH BACKFILL TO BE COMPACTED PER STANDARD SPECIFICATION OF PUBLIC WORKS CONSTRUCTION, SECTION 306-1.3.4 AND PLATE 602.
5. IN AREA PREVIOUSLY IMPROVED, CABLE TV SHALL BE INSTALLED PER ALT. 1.
6. DOES NOT COVER CONVENTIONAL UNDERGROUND ELECTRICAL SUBSTRUCTURES WITHIN RESIDENTIAL SUBDIVISION.
7. "AS—BUILTS" ARE REQUIRED FROM THE ENGINEER.
8. ENGINEERING STAKING MUST BE PROVIDED.
9. PERMIT FROM THE CITY IS REQUIRED FOR EACH TRENCH. DRY UTILITIES MAY SHARE A TRENCH.
10. IF WATER AND SEWER IS LOCATED AT A GREATER DEPTH THAN 6', SCE (750 VOLTS OR GREATER) WILL BE PERMITTED TO CROSS ABOVE SAME, BY USING P.C.C. IN A 4" MINIMUM THICKNESS ENCASEMENT, AS PER P.U.C..
11. ANY UTILITY CUTS ACROSS STREET WILL BE 90' TO STREET ALIGNMENT AND SHALL BE BACKFILLED WITH 2—SACK SLURRY.
CITY OF UNDERGROUND UTILITIES LOCATED IN STREET
DRAWN: STAFF ICKD • STAFF
Department of Public Works
STANDARD PLAN
2002
PLATE 120
SHEET 1 OF 1
APPR
Gronvdle M. Bo on
237
16 z c.
r•-)6
WATER
11' 11'
tn
-J WATER METER
z
0 EDISON
& GAS
BOTH SIDES SO
UTH & EAST
>-
2 SJ1.10 14 allgndJo
UN DERGR
O
U
N D UTILITIES
LOCATED
j _Nis • NMVLI CI
-4
REV, APPR. BY DATE 9-21-95 REV, APPR. BY DATE
0 MINIMUM SEPARATION REQUIRED
WHEN ELECTRICAL CROSSES
UNDER SEWER & WATER.
GENERAL NOTES
1. ALL INSTALLATIONS IN PUBLIC RIGHT OF WAY SHALL BE APPROVED BY THE CITY FOR LOCATION.
2. TWO COPIES OF PLANS DETAILING THE LOCATION OF ALL UNDERGROUND UTILITIES INSTALLED SHALL BE SUBMITTED BY THE SUBDIVIDER, OR THE PARTY MAKING THE INSTALLATION, TO THE CITY OF OXNARD FOR REVIEW AND APPROVAL.
3. CABLE TV SHALL CROSS STREETS (TRANSVERSE) AT DEPTH OF 36" PER STATE CODE.
4. ALL TRENCH BACKFILL TO BE COMPACTED PER STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION, SECTION 306-1.3.4 AND PLATE 602. TWO SACKS SLURRY BACKFILL ON ALL TRANSVERSE CUTS.
5. IN AREA PREVIOUSLY IMPROVED, CABLE TV SHALL BE INSTALLED PER ALT. 1.
SEWER
z
c-)
0 if
ICI Ncs'
p
zp
tV
6. DOES NOT COVER CONVENTIONAL UNDERGROUND ELECTRICAL SUBSTRUCTURES WITHIN RESIDENTIAL SUBDIVISION.
7. "AS— BUILTS" ARE REQUIRED FROM THE ENGINEER.
8. ENGINEERING STAKING MUST BE PROVIDED.
9. PERMIT FROM THE CITY IS REQUIRED FOR EACH TRENCH. DRY UTILITIES MAY SHARE A TRENCH.
10. IF WATER AND SEWER IS LOCATED AT A GREATER DEPTH THAN 6', S.C.E. (750 VOLTS OR GREATER) WILL BE PERMITTED TO CROSS ABOVE SAME, BY USING P.C.C. IN A 4" MINIMUM THICKNESS ENCASEMENT, AS PER P.U.C..
11. ANY UTILITIES CUTS ACROSS STREET WILL BE 90* TO STREET ALIGNMENT. 238
SAWCUT (TYP.) AT 3" SCHEDULE 80 P.V.C.
NEAREST SCORE LINE OR C.I.P.
12"
1111111111. iiii,.. ..„
• L .th.
simist„\\.5.
niml,1
RAIL
1111L 1114AMMININKI IIIMIL1E11
0111111ff
FLOW WWI 111
111, PLAN CURB 8c GUTTER
■\NN REMOVE AND REPLACE EXISTING CONCRETE (4" THICK). PLACE EXPANSION N. N. JOINTS BETWEEN EXISTING AND NEW CONCRETE. ANGLE SHALL BE DETERMINED BY THE INSPECTOR.
1 2" 12^
WELDED WIRE MESH
6x6—W5xW5
111111111111111111111
.
co
3" SCHEDULE 80 P.V.C.
4 OR C.I. PIPE SHALL BE
CUT FLUSH WITH CURB PA I I I I 1 FACE. MATCH FLOW
<a a <a °<
<7 .
LINE OF GUTTER. WHERE
THERE IS ONLY CURB,
RAISE PIPE i" ABOVE
SECTION A-A FLOW LINE.
NOTES:
2" 2" 1. EXISTING P.C.C. CURB MAY BE CORE
Miii/ilil DRILLED TO ACCEPT PIPE, AS APPROVED
BY ENGINEER.
2. NO NEW SIDEWALK DRAINS ALLOWED IN
d A
:,,t_
d ./
ra\ ° 4
SECTION
‘NII1/1 .
13 4
B-B
RESIDENTIAL CONSTRUCTION. LIMITED USE
ALLOWED IN NON—RESIDENTIAL AREAS WHERE
STRUCTURES ABUT PUBLIC SIDEWALKS. PRIOR
APPROVAL OF CITY ENGINEER REQUIRED FOR
ALL INSTALLATIONS.
CITY OF
. SIDEWALK DRAIN-PIPE STANDARD PLAN
2 002
PLATE 122
SHEET 1 OE 1
DRAWN: STAFF I CKD - STAFF
Department of Public Works APPR
Granville M. Bowman
239
5' 10' 5'
ACCESS RAMP DRIVEWAY
WPJ = WEAKENED PLANE JOINT
EXP JT = EXPANSION JOINT
BCR = BEGINNING OF CURB RETURN
ECR = END OF CURB RETURN
SL = SCORE LINE
ISZ
V
EXP. JT.
5' 5
CUR
NOTES:
1. WEAKENED PLANE JOINTS SHALL BE USED FOR ALL JOINTS, EXCEPT
EXPANSION JOINTS SHALL BE MADE ON CURB & GUTTER AND SIDEWALK AT THE BCR, ECR, DRIVEWAYS AND AT 60' INTERVALS. EXPANSION JOINT MATERIAL SHALL BE USED AROUND POLES LOCATED IN SIDEWALK AREAS.
2. CURB & GUTTER SHALL BE CONSTRUCTED SEPARATELY FROM SIDEWALK.
TREE WELL
UTILITY
POLE
EXP JT
3. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED AT REGULAR INTERVALS NOT TO EXCEED 10' IN WALKS AND CURB & GUTTERS. WALK AND CURB JOINTS SHALL BE ALIGNED.
4. S/W SHALL BE SCORED AT 5' INTERVALS.
5. WEED KILLER SHALL BE APPLIED AT ALL COLD JOINTS AND SHALL STOP 6' SHORT OF THE TREE DRIP LINE.
GUTTER
S/W SCORE LINE WHEN
S/W IS 10' OR MORE
PROPERTY LINE
ECR
5 ' 5' 5'
cr
w
a
O
ACCESS RAMP
(SEE PLATE 110)
SEE PLATE 112 FOR ADDITIONAL INFORMATION ON EJ, WPJ, AND SCORING LINES - TYPICAL SPACING.
CITY OF CURB AND SIDEWALK
DRAWN- STAFF I CKD.: STAFF
Department of Public Works
INTS
Gronvale M Bowmon
STANDARD PLAN
2002
PLATE 1 13
SHEET 1 OF 1
APPR
240
%"0 BAR
ANCHOR DETAIL
GUTTER TO
MATCH EX.
J BARS
GALV. STEEL
ANGLE
FINISH
SIDEWALK
BATTER 3:12
FOR 5=30" AND LESS USE
2 ANCHORS OTHERWISE USE
3 ANCHORS
FOR S=48" AND LESS, B=3"
USE 2 -1/2" x2" x3/8"
GALVANIZED STEEL ANGLE.
OTHERWISE B=4" . USE
3-1/2" x3" x1/2" GALVANIZED
STEEL ANGLE.
J BARS ARE #3
3i
SEE NOTE 8
6" S 6" #3,12" 0.0
MAX.
SECTION B-B
1- 8" 1
SECTION A-A
PIPE PER IMPROVEMENT
OR GRADING PLAN
HINGE COVER AT
TOP OF FRAME
RECTANGULAR FRAME &
COVER PER APWA STD.
PLATE 152.
SECTION
INLET TYPE 2
INLET
TYPE 1
KK\, INLET
TYPE 2
P/L
3" MIN.
24'
SECTION
INLET TYPE 1
(f)
0_ [14
V) 0
<
Z 0 —.el-- 3"
o
a-
<
v) z0 I rANCHOR
I
CURB FACE
<told
PLAN
10 S 10'
POINT M
F.L
POINT N POINT P POINT C) -21
S/2 TOP OF CURB TC GRADE LINE AS
SHOWN ON PROFILE
POINT M POINT N PROFILE
POINT P POINT Q
S
J BAR
SPACING
12" 7"
18" 7"
24" 7'
30" 7"
36" 7'
42" 6"
48" 5"
54" 616"
60" 5"
66" 4"
72" 316"
Granville M. 06wmon
CITY OF PARKWAY DRAIN
DRAWN: STAFF ICKD. - STAFF
Department of Public Works APPR
STANDARD PLAN
2002
PLATE 124
_SHEET 1 OF 2
241
NOTES:
1. FLOOR OF BOX SHALL BE TROWLED SMOOTH.
2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET TYPE 1 BEGINS AT THE TOE RATHER THAN AT THE R/W LINE.
3. FOR OPEN DITCH (TYPE 2), THE 24" EXTENSION BEYOND THE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK IS 24" OR MORE FROM THE R/W LINE: HOWEVER, THE PIPE SHALL EXTEND TO THE R/W LINE IN ANY EVENT.
4. TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH WITH ADJACENT SURFACE WHERE PRACTICAL.
5. A HEADED STEEL STUD WITH A %" x 6—%, 1" HEAD ATTACHED BY A FULL PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE ANCHOR.
6. NORMAL CURB FACE AT POINT M AND Q. CURB FACE IS B + 5" AT POINT N AND P.
7. THE 3" LEG OF THE %" DIA. ANCHORS SHALL BE PARALLEL TO THE TOP OF SIDEWALK.
8. SLOPE = 2.0%
La
0 Q.
a
a
PARKWAY DRAIN
APPR
STANDARD PLAN
2002
PLATE 124
SHEET 2 OF 2
CITY OF
DRAWN: STAFF I CKD • STAFF
Department of Public Works
242
3" Dia. REFLECTORS
3' -0" 0.C., STAGGERED -\
USE MARKER
TYPE N CENTERED 4" x 4" 0 6" -0" 0.C. ALL
WOOD TO BE PAINTED WHITE
2" x 6" REDWOOD 0% Of,C bv
0 •
6' - 0" 6' - 0" 6' - 0"
ELEVATION VIEW
r „0-,ti - Oto
USE 2 - ih" x 7" BOLTS EACH POST AND PANEL
c0
r
4"x 4" REDWOOD
2"x 4" REDWOOD HEADER
A
END OF
PAVEMENT I
I 51-
t.....J
- ASPHALT COATING
I
CROSS SECTION
NOTES;
1. BARRICADE MUST EXTEND FROM PROPERTY LINE TO PROPERTY LINE.
CITY OF BARRICADE STANDARD PLAN
2002
PLATE 125
SHEET 1 OF 1
DRAWN: STAFF I CKD . STAFF
APPR Department of Public Works Cron:i e M. Bowman 1
243
HANDICAP ACCESS RAMP PER
PLATE 110 (TYP. AT ALL 4 CORNERS)
MEDIAN END PER PLATE 127
MIN.
5'
90' PREFERRED
72' MINIMUM
106 MAXIMUM
z
/
IN TERS ECTI NG ROAD
411100014141141:414.: 5.5.:INSURRinititeirt
30'
CENTE RLINE
M=200' MINIMUM AT ARTERIAL INTERSECTING ROAD ACTUAL LENGTH TO BE DETERMINED BY THE CITY TRAFFIC ENGINEER.
NOTES:
1. MEDIAN CURB HEIGHT SHALL BE 8" UNLESS OTHERWISE APPROVED BY CITY ENGINEER.
2. COLORED STAMPED CONCRETE MEDIAN PAVING SHALL CONFORM TO THE REQUIREMENTS AND APPROVAL OF PARKS.
3. DECORATIVE SCORED CONCRETE IN TRAVEL WAYS AND INTERSECTIONS SHALL BE DESIGNED TO WITHSTAND PROPER TRAFFIC INDEX AS OUTLINED IN SECTION 14, PLATE 8.
4. MINIMUM SPACING FOR FULL ACCESS MEDIAN BREAKS SHALL BE 1320' ON ARTERIALS UNLESS OTHERWISE APPROVED BY THE CITY TRAFFIC ENGINEER.
Department of Public Works
DRAWN: STAFF I CKD • STAFF
INTERSECTION AND LEFT TURN POCKET
APPR
Granville 8owmon
STANDARD PLAN
2002
PLATE 126
SHEET 1 OF 1
CITY OF
244
CURB
U
FACE \ cri
T
.-.,...
-,..,, .•
Q .
R1
Al
CURB FACE M
MEDIAN END
CURB FACE OR TRAFFIC LINES ciI
---,,,
R1
Al
CURB FACE cv
M
LEFT TURN POCKET FINGER
W M R L. T L R1 A1 Ll T1
14' 43.13' 100' 26' 06' 32" 23.19' 45.57' 2' 153' 53' 28" 5.37' 8.63' 4' 13.86' 50' 16' 25' 35" 7.22' 14.33' 1' 163' 34' 25" 2.85' 6.93' 16' 46.99' 100' 28' 39' 06" 25.54' 50.01' 151' 20' 54" 5.28' 7.83' 6' 19.39' 50' 23' 18' 41" 10.31' 20.34' 1' 156' 41' 19" 2.73' 4.85' NOTE:
ALL NECESSARY SIGNING AND STRIPING SHALL BE IN ACCORDANCE WITH THE CURRENT STATE STANDARDS AND/OR AS DIRECTED BY THE CITY ENGINEER.
CITY OF MEDIAN ENDS DETAIL STANDARD PLAN
2002
PLATE 127
SHEET 1 OF 1
DRAWN: STAFF ICKD • STAFF ____
APPR Department of Public Works Cronvale M Bowmon J
245
MEDIAN CURB (TYP.)
ASPHALT PAVING (TYP.)
COLORED STAMPED CONCRETE WITH 6" -12"
RIVER ROCK PATTERN (4" THICK MIN.)
A
PLAN VIEW
41.11.1"1111 11=111
CROWN ABOVE CURB - 1/2"
PER FT. OF WIDTH -1
40•
90% COMPACTED SUBGRADE
COLORED STAMPED CONCRETE WITH 6" -12"
RIVER ROCK PATTERN (4" THICK MIN.)
MEDIAN CURB
ASPHALT PAVING
SECTION A-A
NOTES:
1. STAMPED CONCRETE SHALL BE 6'-12" RIVER ROCK PATTERN. COLOR SHALL BE PECAN TAN # A55P. STAMPED PATTERN SHALL BE FROM BOMANITE & COLORS SHALL BE FROM L. M.
SCOFIELD CO. OR APPROVED EQUAL.
2. THE PATTERN IMPRINT SHALL BE 1" MIN. DEPTH.
3. THE PATTERN JOINT WIDTH (BETWEEN SIMULATED ROCKS) SHALL BE 1/4" MIN. - 1 1/4" MAX.
4. ALL JOINTS SHALL BE UNGROUTED.
5. ORIENT WEAKEN PLANE LINES ACROSS THE SHORT DIMENSION ON THE PATTERN AND AT INTERVALS NOT TO EXCEED 15'.
6. PLASTIC SHEETING SHALL BE LAID OVER CONCRETE PRIOR TO STAMPING PATTERN TO PRODUCE "LOAFED" SURFACES.
7. APPLY COLORWAX TO ALL SURFACES.
CITY OF STAMPED CONCRETE MEDIAN DETAIL
DRAWN: STAFF 1CKD • STAFF
Department of Public Works APPR' Granville M. owmon
STANDARD PLAN
2002
PLATE 128
SHEET 1 01 1
246
NO
PMKtNG
BUS
STOP
-
43.59'
,2%
1a"
- c 00 .-
.....
a'-5'
LA
PlAN
o
60' PREFERREO
PCC PADC"SEE NOTE 4
r--_MATCH EXISTING
GUTTER
CURVE DATA: CON CURB UNE)
R=50'
.6.=25·50'31"
L=22.55'
T=11.47'
50' Min. SEE NOTE 2
~4'--J-.r-----"';"'-~ lYPE A3-6 CURB & GUTTER
6" lJ' CUB CROSS FALL ON GUTTER
CL-'2
InÉ3ASE OR MODfFlEO TO MATCH
RECYCLEO PMB AOJACENT SLAB
w/ CL-2 GRAOATION
SECTION A-A
SIOEWALK
PER PL 112
BASE
#4 • 12"
BOTHWAYS
43.59'
AC. WEOGE, AC.
SHALL BE a"
THICK ADJACENT
TO CONCRETE
AC. PVMT.
NOTES:
& 1. ALL CONCRETE SHALL BE CLASS 560-C-3250 WITH 2LBS OF 3/~' LONG POLYPROPYLENE FIBERS PER CUBtC YARO. STEEL SHALL BE GRADE 40.
2. FOR EACH ADDITIONAL PASS THROUGH BUS BERTH AOD 50' ANO FOR EACH AODITIONAL LAYOVER BUS BERTH ADO ao'.
3. APPLY WEEO KILLER AT ALL JOINTS.
4. TURNOUT TO MATCH EXPANSION OR WEAKENEO PLANEO JOINTS IN CURB.
STAHQIIRO PLAN
2002
PLATE 200
BUS TURNOUT - F'OR STREET WITHOUT PARKING LANE
247
50' Min. SEE NOTE 2
60' PREFERRED
BUS SHELTER Al NO
PMICING
BUS
STOP
"" ¡g
11 Q::"
34.12'
SIDEWALK PER
PLATE 112
SEE NOTE 4
PLAN
CURVE DATA: (ON CURB LINE)
R=50'
~=19·56'55"
L=17.41'
T=8.79'
NOTES:
1. ALL CONCRETE SHALL BE CLASS 560-C-3250 WITH 2LBS OF 3/4" LONG POLYPROPYLENE FIBERS PER CUBle YARO. STEEL SHALL BE GRADE 40.
2. FOR EACH AODITIONAL PASS THROUGH BUS BERTH ADO 50' AND FOR EACH ADDITIONAL LAYOVER BUS BERTH ADD 80'.
3. APPLY WEED KILLER AT ALL JOINTS.
4. TURNOUT TO MATCH EXPANSION OR WEAKENED PLANEO JOINTS IN CURB. 4 O 12"O.C.
BOTHWAYS
6'
f[
6" Min. CMB, CL-2 BASE
or RECYCLED PMB w/
CL-2 GRADATION
SECTION A-A
A.C. WEDGE, A.C. SHALL
BE 8" THICK AOJACENT "\
TO CONCRETE \ 6' ~----t"""""'--"""""'-----"
STREET
I
I
I .-
8 ; o
E
J
di
...J
-.as TURNOUT - FOR STREET wtTH PARKING LANE
DRAWN: A. ROQUE CKD.: HUNG LE
DeparúrJent 0:/ PubJic 1forka APPR._--#--...-.=:;;;................. _ STANDARD PlAN
2002
PLATE 201
248
U
R
N
FIGURE 5 FIGURE 6
ce
a
0 V)
FIGURE 4
FOUR LANE STREET WITH TURN LANE
AT INTERSECTION
rFIGURE 3
AN INTERSECTION
6 tD I
MULTI-LANE STREET WITH
TURN LANE
FREEWAYS AND EXPRESSWAYS
TYPICAL HYDRANT MARKER LOCATION
-FIRE HYDRANT
-BLUE PAVEMENT MARKER
FIGURE 1 FIGURE 2
TWO LANE STREET MULTI-LANE STREET
NOTES:
1. INSTALL TWO-WAY BLUE REFLECTIVE MARKERS. MARKERS SHALL BE AS SPECIFIED IN CALTRANS STANDARD SPECIFICATIONS AND APPROVED BY FIRE CHIEF.
2. INSTALL MARKERS WITH EPDXY APPROVED BY THE CITY TRAFFIC ENGINEER.
CITY OF BLUE REFLECTIVE PAVEMENT MARKERS
DRAWN: STAFF1CKD STAFF •
Department of Public Works
STANDARD PLAN
2002
PLATE 202
Granville M. Bowmon SHEET 1 OF 1
APPR
249
250
251
252
253
254
255
4" SQUARE STEEL TUBE W/ WELDED
CAPPED TOP. PAINT W/ AUTOMOTIVE
ENAMEL TO MATCH MALAGAR GREEN #7.
40--- 1 /8" THICK FLAT CUT OUT
ALUMINUM GRAPHIC FACE
PANEL W/ BENT ENDS ONLY.
PAINTED FINISH ON ALL SIDES
& SURFACE APPLIED VINYL
ON FACE & BENT ENDS.
1 1b" x 1 14" STEEL TUBING WELDED
& PAINTED AUTOMOTIVE ENAMEL
TO MATCH MALAGAR GREEN #7.
2" x2" STEEL TUBING WELDED FLUSH,
FACES GROUNDED SMOOTH. PAINT
W/ AUTOMOTIVE ENAMEL TO MATCH
MALAGAR GREEN #7.
NOTE:
1. PAY SPECIAL ATTENTION TO ALL WELDS,
WELDS ARE TO BE IMPERCEPTIBLE IN
THE FINISHED WORK.
L. Golderrom0, City Engineer
APP
ELEVATION: SIGN TYPE 1
aQ
5' - 1 0 14"
TYPESTYLE: STEMPLE GARAMOND
ITALIC (FLORAL-ADOBE WOO DTYP E
ORNAMENTALS TWO)
TYPESTYLE: CHEVALIER
LAYOUT
DOWNTOWN S1GNAGE
DRAWN: A. Roque I CKD.:
Department of Public Works
STANDARD PLAN
PLATE 208
SHEET 1 OF 1 2
256
3" STEEL CHANNEL 1 ' 3 1e HIGH
WELDED OR MECHANICALLY
FASTENED TO VERTICAL TUBING
ON EACH END. PAINT TO
MATCH COLOR OF SIGN BACK.
1 /8" THICK FLAT CUT OUT
ALUMINUM PANEL FASTENED
TO SIDE CHANNELS W/
BUTTON HEAD HEX SOCKET
SCREWS
EQ EQ
2" x2" STEEL TUBING
1 16" x 116" STEEL TUBING
CONTINUOUS 2" STEEL CHANNEL
3"
P EACH END
3/4" 4"
PARTIAL DETAIL SECTION
4" SQUARE STEEL VERTICAL
TUBING W/ PAINTED FINISH
L. o derromo, City Engineer
1 /8" THICK FLAT CUT OUT
ALUMINUM PANEL W/ VERTICAL
ENDS BENT AT 90'. FINISH TO
BE PAINTED ON ALL EXPOSED
SURFACES
CONTINUOUS 2" STEEL CHANNEL
WELDED HORIZONTALLY TO
VERTICAL TUBES. TOP & BOTTOM.
PLACE CONSTRUCTION GRADE
ADHESIVE BETWEEN PANEL &
FACE OF CHANNEL TO LIMIT
MOVEMENT OF ALUMINUM PANEL.
PAINT TO MATCH BACK COLOR
OF SIGN PANEL. ISOLATE BETWEEN
DISSIMILAR METALS
CONTINUOUS WELDS TO
VERTICAL TUBES
® PARTIAL DETAIL SECTION
DOWNTOWN SIGNAGE
DRAWN : A. Roque
STANDARD PLAN
PLATE 208
Department of Public Works SHEET 2 0F 12
257
r--3" ABOVE SIGN PANEL
NEW 4" DIA. POST
WHERE SPECIFIED
APP
L. 8olderromo, City Engineer
EXISTING LIGHT POLE
LAYOUT
NOTES:
1. PAY SPECIAL ATTENTION TO ALL WELDS. WELDS ARE TO
BE IMPERCEPTIBLE IN THE FINISHED WORK.
2. ATTACH PANELS SO THAT THEY ARE PLUMB.
3. PROVIDE FOOTING DETAIL FOR ALL NEW POST CONDITIONS.
ELEVATION: SIGN TYPE 2
DOWNTOWN SIGNAGE
DRAWN: A. Roque I CKD •
Department of Public Works
STANDARD PLAN
PLATE 208
SHEET 3 OF 1 2
258
4' —10"
BACK OF 1/8" FLAT
CUT OUT ALUMINUM
PANEL
BACK OF PANEL
1" x3"ALUMINUM TUBE
WELDED TO BACK OF
FLAT PANEL
VARIES
I I
I I
1/8" THICK FLAT CUT OUT ALUMINUM
GRAPHIC FACE PANEL W/ PAINTED
FINISH & SURFACE APPLIED VINYL
CONTINUOUS WELD
1" x3"ALUMINUM TUBE WELDED TO
BACK OF PANEL. PAINTED TO
MATCH PANEL COLOR
18 GA STAINLESS STEEL STRAP—ON
BRACKET. SLOTTED FOR 3/4"
STAINLESS STEEL STRAPPING
•
EXISTING LAMP POST OR UTILITY POSTS.
(WHERE NEW POLES ARE REQUIRED,
USED 4" DIAMETER STEEL POLES W/
CAPPED TOP)
OPEN TOP & BOTTOM OF TUBE
3/4" WIDE STAINLESS STEEL
STRAPPING & BANDING CLAMPS
„...4
C EXISTING POLES MAY BE
TAPERED. SITE VERIFY ALL
EXISTING CONDITION
0 SECTION DETAIL
EXISTING LAMP POSTS OR UTILITY POSTS.
(WHERE NEW POLES ARE REQUIRED, USE
4" DIAMETER STEEL POLES W/ CAPPED
TOP)
18 GA x 2" WIDE STAINLESS CHANNEL
STRAP—ON BRACKETS, (2) TWO REQUIRED
PER SIGN. BRACKETS SLOTTED FOR 3/4"
WIDE STAINLESS STEEL STRAPPING
STAINLESS STEEL MECHANICAL FASTENER
C) PARTIAL PLAN
WELD ALUMINUM TUBE TO BACK OF FLAT
CUT OUT ALUMINUM PANEL
1/8" THICK FLAT CUT OUT ALUMINUM GRAPHIC
FACE PANEL W/ PAINTED FINISH & SURFACE
APPLIED VINYL
DOWNTOWN SIGNAGE
DRAWN: A. Roque I CKD •
STANDARD PLAN
PLATE 208
Department of Public Works SHEET 4 OF 1 2 APP
L. Bolderroma. City Engineer
259
4' — 0
BANK GOTHIC MEDIUM
F-3"ABOVE SIGN PANEL
SIGN TYPE 3
SIGN TYPE 4
!At-Mt:file
ART 44,•IENI
EuTrAcai.1...•:
sett.ARE •• CAIRN EGIE ,
A 'Cr "I ! ,-;U: \I i
it'AICSEta
t•s4t;
4-
IIEHITAli
SCIEN it E
NEW 4" DIA. POST
ELEVATION: SIGN TYPE 3 & 4
WHERE SPECIFIED
Bolderrarno, City Engineer
APPR
NOTES:
1. PAY SPECIAL ATTENTION TO ALL WELDS. WELDS ARE
TO BE IMPERCEPTIBLE IN THE FINISHED WORK.
2. ATTACH PANELS SO THAT THEY ARE PLUMB.
SIGN FACES TO BE FLUSH.
3. PROVIDE FOOTING DETAIL FOR ALL NEW POST
CONDITIONS.
4. USE SIGN TYPE 3 FOR ALL SINGLE PANEL
CONDITIONS. cN,
EN
st
O
ZN
LAYOUT
EXISTING LIGHT POLE-----t
DOWNTOWN SIGNAGE STANDARD PLAN
PLATE 208
Department of Public Works SHEET 5 OF 1 2
DRAWN : A. Roque I CKD
260
42 -0"
BACK OF 1/8"
FLAT CUT OUT
ALUMINUM PANEL
1" x3 'ALUMINUM TUBE WELDED
TO BACK OF FLAT PANEL
APP
L. Bolderromo, City Engineer
BACK OF PANEL-SIGN TYPE 4 BACK OF PANEL-SIGN TYPE 3
1/8" THICK FLAT CUT OUT ALUMINUM VARIES
GRAPHIC FACE PANEL W/ PAINTED
FINISH & SURFACE APPLIED VINYL
CONTINUOUS WELD
1" x3" ALU MINUM TUBE WELDED TO
BACK OF PANEL. PAINTED TO
MATCH PANEL COLOR
18 GA STAINLESS STEEL STRAP —ON
BRACKET. SLOTTED FOR 3/4"
STAINLESS STEEL STRAPPING
EXISTING LAMP POST OR UTILITY POSTS.
(WHERE NEW POLES ARE REQUIRED, IIP
USED 4" DIAMETER STEEL POLES W/
CAPPED TOP)
fli
OPEN TOP & BOTTOM OF TUBE
3/4" WIDE STAINLESS STEEL
STRAPPING & BANDING CLAMPS
EXISTING LAMP POSTS OR UTILITY POSTS.
(WHERE NEW POLES ARE REQUIRED, USE
4" DIAMETER STEEL POLES W/ CAPPED
TOP)
18 GA x 2" WIDE STAINLESS CHANNEL
STRAP —ON BRACKETS, (2) TWO REQUIRED
PER SIGN. BRACKETS SLOTTED FOR 3/4"
WIDE STAINLESS STEEL STRAPPING
STAINLESS STEEL MECHANICAL FASTENER
r.4
EXISTING POLES MAY BE
TAPERED. SITE VERIFY ALL
EXISTING CONDITION
0SECTION DETAIL
0PARTIAL PLAN
WELD ALUMINUM TUBE TO BACK OF FLAT
CUT OUT ALUMINUM PANEL
1/8" THICK FLAT CUT OUT ALUMINUM GRAPHIC
FACE PANEL W/ PAINTED FINISH & SURFACE
APPLIED VINYL
DOWNTOWN SIGNAGE
DRAWN: A. Roque I CKD •
Department of Public Works
STANDARD PLAN
PLATE 208
SHEET 6 OF 1 2
261
0 BACKS
0 EDGES
OUTSIDE BORDER—Transparent ink on Diamond Grode vinyl
INSIDE BORDER—Transporent ink on Diamond Grade vinyl
COPY & FLOWERS—Transparent
ink on Diamond Grode vinyl
White Diamond
grade reflective vinyl
OUTSIDE OF LETTERS & STRIPING INSIDE OF
WHITE—Transparent ink on Diomond Grade vinyl
SIGN TYPE 1: COLORS
BLACK LINES
Oval Background
ZDI
OUTLINE OF LETTERS & ARROWS—
Transparent ink on Diomond Grade vinyl
SIGN TYPE 2: COLORS
Diamond Grade reflective vinyl
OUTLINE OF LETTERS & ARROWS—Transparent
ink on Diamond Grade vinyl
—0 BACKGROUND
BORDER—Transparent ink on diamond Grade vinyl
Backs
Edges
-c) VERTICAL LINES
--0 COPY—Transparent ink on Diamond Grade vinyl
SIGN TYPE 3 (top) & SIGN TYPE 4 (bottom): COLORS
COLOR SCHEDULE
NO. COLOR NO. COLOR NAME FINISH
Ot PMS 266 PURPLE OPAQUE SEMI—GLOSS
0 PMS 1805 RED OPAQUE SEMI—GLOSS
PMS Proc. CYAN (match) BLUE (transparent ink) REFLECTIVE ® PMS 136 (match) YELLOW (transparent ink) REFLECTIVE
0 3M 980-10 (Diamond Grade) WHITE REFLECTIVE
0 PMS Process Black BLACK SEMI—GLOSS
0 Malagar Green GREEN SEMI—GLOSS
NOTE: PROVIDE UV INHIBITOR SHEETING OVER FULL PANEL.
QUART
DOWNTOWN SIGNAGE
DRAWN: A. Roque I CKD •
Department of Public Works
STANDARD PLAN
PLATE 208
SHEET 7 OF I 2 APPR /- a
L. Bolderromo, City Engineer
262
Diamond Grade reflective vinyl
BACKGROUND
OUTLINE OF LETTERS
Transparent ink on Diamond vinyl
VERTICAL LINES
BACKS
0 EDGES
COPY & FLORAL
Transparent ink on Diamond Grade vinyl
BACKGROUND
VERTICAL LINES
b4 OUTLINE OF LETTERS
Transparent ink on Diamond vinyl
Diamond Grade reflective vinyl
SIGN TYPE 7: COLORS
BACKS
0 EDGES
Diamond Grade reflective vinyl
COPY & FLORAL
Transparent ink on Diamond Grode vinyl
BACKGROUND
BACKS
0 EDGES
® VERTICAL LINES
COPY—Transparent ink on Diamond Grade vinyl
SIGN TYPE 6: COLORS
SIGN TYPE 5: COLORS
DOWNTOWN SIGNAGE
DRAWN: A. Roque I CKD •
Department of Public Works
STANDARD PLAN
PLATE 208
SHEET 8 OF 1 2
APPR me 0,4
L. Solderromo, City Engineer
263
NOTES:
1. PAY SPECIAL ATTENTION TO ALL WELDS. WELDS ARE
TO BE IMPERCEPTIBLE IN THE FINISHED WORK.
2. ATTACH PANELS SO THAT THEY ARE PLUMB.
3. EXACT QUANTITY & ON SITE PLACEMENT OF EACH
PANEL TO BE DETERMINED PRIOR TO FABRICATION.
4. VERIFY ALL EXISTING POLE CONDITIONS &
REQUIREMENTS FOR NEW POLES PRIOR TO
FABRICATION.
EXISTING LIGHT POLE
ELEVATION: SIGN TYPE 5
LAYOUT
DOWNTOWN SIGNAGE
DRAWN: A. Roque I CKD •
STANDARD PLAN
PLATE 208
Department of Public Works SHEET 9 of 1 2 APPR
. Bolderromo, City Engineer
264
BACK OF 1/8"
FLAT CUT OUT
ALUMINUM PANEL
1" x3" ALUMINUM TUBE WELDED
TO BACK OF FLAT PANEL
EXISTING POLES MAY BE
TAPERED. SITE VERIFY ALL
EXISTING CONDITION
DRAWN : A. Roque I CKD.:
Department of Public Works -0
L. Eiolderromo, City Engineer
PLATE 208
SHEET 1 0 OF 1 2
o.
BACK OF PANEL-SIGN TYPE 5
1/8" THICK FLAT CUT OUT ALUMINUM
GRAPHIC FACE PANEL W/ PAINTED
FINISH & SURFACE APPLIED VINYL
CONTINUOUS WELD
1" x3" ALUMINUM TUBE WELDED TO
BACK OF PANEL. PAINTED TO
MATCH PANEL COLOR
VA" VARIES
18 GA STAINLESS STEEL STRAP—ON
BRACKET. SLOTTED FOR 3/4"
STAINLESS STEEL STRAPPING
EXISTING LAMP POST OR UTILITY POSTS.
(WHERE NEW POLES ARE REQUIRED,
USED 4" DIAMETER STEEL POLES W/
CAPPED TOP)
OPEN TOP & BOTTOM OF TUBE
3/4" WIDE STAINLESS STEEL
STRAPPING & BANDING CLAMPS
@ SECTION DETAIL
EXISTING LAMP POSTS OR UTILITY POSTS.
(WHERE NEW POLES ARE REQUIRED, USE
4" DIAMETER STEEL POLES W/ CAPPED
TOP)
18 GA x 2" WIDE STAINLESS CHANNEL
STRAP —ON BRACKETS, (2) TWO REQUIRED
PER SIGN. BRACKETS SLOTTED FOR 3/4"
WIDE STAINLESS STEEL STRAPPING
STAINLESS STEEL MECHANICAL FASTENER
a_ a.
C) PARTIAL PLAN
WELD ALUMINUM TUBE TO BACK OF FLAT
CUT OUT ALUMINUM PANEL
1/8" THICK FLAT CUT OUT ALUMINUM GRAPHIC
FACE PANEL W/ PAINTED FINISH & SURFACE
APPLIED VINYL
265
3/4"
EXTRA TAB ON PANEL
FOR MOUNTING BRACKET
LAYOUT: SIGN TYPE 7
3/4"
EXTRA TAB ON PANEL
FOR MOUNTING BRACKET
4"
2'-3"
LAYOUT: SIGN TYPE 6
J
I RST
SECON D S.
TH D ST
FO 11TH ST
F.lF['h ST
SIXTH Sr
SEVE NT
IGHT1
NINETH
8'- O' MINIMU M
MESSAGES USED
NOTES:
1. EXACT QUANTITY & ON SITE PLACEMENT
OF EACH PANEL TO BE DETERMINED PRIOR
TO FABRICATION.
2. VERIFY ALL EXISTING POLE CONDITIONS &
REQUIREMENTS FOR NEW POLES PRIOR TO
FABRICATION. ELEVATION: SIGN TYPE 6 & 7
DOWNTOWN SIGNAGE STANDARD PLAN
PLATE 208
SHEET 1 1 OF 1 2
DRAWN: A. Roque ICKD.: -
APPR. ,4•`6;-- 2 e 'e-e—,---/1-6— Department of Public Works •Bolderromo, . City Engineer 266
3/4"WIDE STAINLESS STEEL
STRAPPING & BANDING CLAMPS
EXISTING LAMP POSTS OR UTILITY POSTS.
(NOTE: WHERE NEW POLES ARE REQUIRED,
USE 4"0 STEEL POLES W/ CAPPED TOP)
I
NOTE: ADDITIONAL PANELS CAN BE GROUPED
AT 90 OR 180 DEGREE CONFIGURATIONS
HEAVY GAUGE ALUMINUM STRAP—ON
CANTILEVER BRACKET OR EQUAL
STAINLESS STEEL MECHANICAL FASTENER
1/8"THICK ALUMINUM CHANNEL PERMANENTLY AFFIXED
TO MOUNTING EDGE OF ALUMINUM PANEL
1/8"THICK FLAT CUT OUT ALUMINUM GRAPHIC FACE PANEL
W/ PAINTED FINISH & SURFACE APPLIED VINYL (DOUBLE FACE)
O PARTIAL PLAN
EXISTING LAMP POSTS OR UTILITY POSTS.
(NOTE: WHERE NEW POLES ARE REQUIRED,
USE 4"0 STEEL POLES W/ CAPPED TOP)--\\
STAINLESS STEEL MECHANICAL FASTENER
‘J
1/8"THICK FLAT CUT OUT ALUMINUM
GRAPHIC FACE PANEL W/ PAINTED
FINISH & SURFACE APPLIED VINYL/
(DOUBLE FACE)
HEAVY GAUGE ALUMINUM STRAP—ON
CANTILEVER BRACKET OR EQUAL
\\,
1/8"THICK ALUMINUM CHANNEL
PERMANENTLY AFFIXED TO MOUNTING
EDGE OF ALUMINUM PANEL
EXISTING POLES MAY BE
TAPERED. SITE VERIFY ALL
EXISTING CONDITIONS. SIGNS
TO BE INSTALLED PLUMB
& TRUE.
0 SECTION DETAIL
DOWNTOWN SIGNAGE STANDARD PLAN
PLATE 208
Department of Public Works SHEET 1 2 OF 1 2
DRAWN: A. Roque I CKD.•
APP
L. Bolderromo, City Engineer
267
268
NI 3'
.47/,'"&",
• 11111
SEE DETAIL "A"
1_1°1
WELL FORMED
AND TROWELED
SMOOTH
3' 3'
560—C-3250
CONCRETE
SEE PLATE 412
FOR FRAME &
COVER DETAIL
OPTIONAL
SEE NOTE 7
560—C-3250 CONCRETE
POURED IN PLACE &
CONSOLIDATED W/
VIBRATING TOOL DETAIL "A"
MANHOLE RING RAISED
TO GRADE AFTER PAVING
6' — 0"
SECTION
STD. MANHOLE FRAME &
COVER SEE PLATE 412
24" DIA. 3" ADJUSTING RING OR CAST
IN PLACE ADJUSTING RING
REDUCER RING
30" DIA.
48" OR
(SEE NOTE 5)
74-
cN
I60" I.D.
PLAN
6"
w
O 0
Z Z
LOL.
w
-J
CD
NOTES;
1. MANHOLE SHAFT SHALL BE LINED WITH DURAPLATE A— LOK OR APPROVED EQUAL. POURED IN PLACE
BASE AND ALL OTHER UNLINED CONCRETE SURFACES SHALL HAVE A PROTECTIVE COATING PER SHEET 2.
2. SHAFT THICK NESS= 6" MIN. FOR NON—REINFORCED SECTIONS, 5" MIN. FOR REINFORCED SECTIONS.
3. WHEN MAIN SEWER IS 15" DIA. OR LARGER AND LATERAL SEWER IS 10" DIA. OR LESS, X=1/2 DIA.
OF THE LARGER.
4. JOINTS SHALL BE TONGUE AND GROOVE TYPE. SIMILAR OR EQUAL TO THAT MANUFACTURED BY PRE—CON PRODUCTS, LTD. OR QUIKSET UTILITY VAULTS, INC., MASTIC SEALANT SHALL BE USED AT ALL JOINTS.
5. USE 48" I.D. M.H. FOR SEWERS UP TO AND INCLUDING, 30" I.D., ALL OTHERS USE 60" I.D.
6. STRAIGHT SIDE SHALL BE PLACED ON OPPOSITE SIDE OF LARGEST INLET.
7. A TIGHT FITTING RUBBER RING IS REQUIRED ON ALL PLASTIC PIPES.
8. SEE PLATE 408 FOR SHALLOW MANHOLES 3' OR LESS IN DEPTH.
9. MANHOLE CYLINDER CONES AND GRADE—RINGS SHALL CONTAIN IPANE X CONCRETE ADMIXTURE FOR WATERPROOFING OR BE CAST WITH TYPE V CEMENT.
10. FORM BOTTOM USING SANDBAGS OR WOOD FORMS.
CITY OF PRE-CAST CONCRETE MANHOLE
DRAWN: STAF I CKD • STAFF /14
STANDARD PLAN
2002
PLATE 400
Department of Public 'Yorks APPR
Gronvilie M. Bowman SHEET 1 OF 2
269
APPR
Gronville M. Bo mon
PROTECTIVE COATING FOR SEWER STRUCTURES
1. DRY SANDBLAST ALL CONCRETE AND MORTAR SURFACES THAT HAVE CURED FOR AT LEAST SEVEN DAYS. THIS SHALL BE THE ONLY METHOD ALLOWED FOR SURFACE PREPARATION.
2. SACK ALL CONCRETE AND MORTAR SURFACES WITH 1:1 MORTAR TO REMOVE ALL SURFACE INDENTATIONS AND IMPERFECTIONS. WHEN MORTAR HAS CURED FOR TWO DAYS, REMOVE EXCESS DUST AND MORTAR WITH A STIFF NON-METALLIC BRUSH.
3. ALL INTERIOR SURFACES OF MANHOLE SHALL BE COATED WITH SANCON 100, SANCON 144, ZEBRON URETHANE COATING, OR SPRAYROQ "SPRAYWALL" POLYURETHANE (OR APPROVED EQUAL) IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS TO A 125 MIL (%6") CURED THICKNESS (MIN.).
4. MANHOLE INTERIORS SHALL NOT BE EXPOSED TO TEST LIQUIDS OR SEWAGE UNTIL THE COATING HAS CURED FOR 7 DAYS.
CITY OF PRE CAST CONCRETE MANHOLE
DRAWN: STAF I CKD • STAFF45
Department of Public Works
STANDARD PLAN
2002
PLATE 400
SHEET 2 OF 2
270
CORE CUT HOLE OR
BREAK OUT BRICKS
CAREFULLY AND NEATLY
TO FORM MIN. OPEN'G
OF OD + 2" SECURLEY
FASTEN "D" x 1' STUB
INTO HOLE WITH CEMENT
MORTAR.
EXISTING INLET
EX. PRECAST CONCRETE
MANHOLE
CORE CUT HOLE
DIA. = 0.D. +
2" MAX.
"D"x 1'
STUB
EX. BRICK
MANHOLE
EXISTING
INLET
4, m EXISTING BRICK
MANHOLE
CHISEL OUT EXISTING
CONCRETE SHELF TO
FORM NEW CHANNEL.
SMOOTH CHANNEL
SURFACE WITH (i")
CEMENT MORTAR
EXISTING
OUTLET
EXISTING
CHANNEL
EXISTING
PRECAST
CONCRET
MANHOLE
EXISTING
EXISTING SHELF SHELF
- EXISTING
CHANNEL
EXISTING
OUTLET
CORE CUT HOLE
(DIA. = O.D. +
2" MAX.)
.fr
SECTIONAL PLAN OF BASE
NOTES:
1. INVERT ELEV. OF "D" AT THE INSIDE FACE
OF MANHOLE TO BE 0.10' HIGHER THAN
EXISTING OUTLET INVERT ELEV.
2. THE CORE CUT HOLE SHALL BE MADE WITH
EQUIPMENT SPECIALLY DESIGNED TO CUT A
SMOOTH HOLE WITHOUT SPALLING OR DAMAGE
TO THE REINFORCING STEEL OR STRUCTURE.
3. "D" TO BE 8 IN. MINIMUM.
4. ALL WORK SHOULD BE UNCOVERED AND
CONVENIENT FOR THE INSPECTION.
5. ALL CEMENT MORTAR SHALL BE CLASS "D"
PER SUB-SECTION 201-5.1 OF THE SSPWC.
EXISTING
INLET
NEW CHANNEL
to
"D"x 1' STUB--/l4.T
SECTIONAL PLAN OF BASE
EX. CONC. SHELF
TO REMAIN
1/2" CEMENT
MORTAR
SECTIONAL ELEVATION B—B
EXISTING
tr OUTLET
1 =I 2
CHANNEL BASE
SECURELY FASTEN
"D" 1' STUB INTO
CORED HOLE WITH
CEMENT MORTAR
SECTIONAL ELEVATION A—A SECTIONAL ELEVATION C—C
CITY OF MODIFYING EXISTING MANHOLES
DRAWN: STAFF ICKD • STAFF‘ 3
Department of Public Works APPR
STANDARD PLAN
2002
PLATE 401
Grenville M. Bowman _SHEET 1 OF 1
271
CHIMNEYS
RISER (SEE
NOTES 4 & 5) X
4" VARIES
1/8 BEND
EXISTING
Y-BRANCH
A
ELEVATION
OPTIONAL
CONSTRUCTION
JOINTS
X
MAINLINE
SEWER
OPTIONAL SECTION
(SEE NOTE 3)
MIN.
SECTION A—A
PLAN
VARIABLE
CAP (SEE NOTE 9)
(TYP.)
WYES (SEE NOTES
4, 6, 7 & 8)
RISER (SEE NOTES 4 & 5)
TYPE A TYPE B
6"x 6" DOUBLE
WYES (SEE NOTES
4, 6, 7, & 8)
RISER (SEE NOTES 4 & 5)
TYPE C TYPE D
TYPE Y
RISER (SEE
NOTES 4 & 5)
MAINLINE
SEWER
OPTIONAL SECTION
(SEE NOTE 3
VARIABLE
X
SEE NOTE 3)
PLAN
TYPE X
BASES
OPTIONAL
CONSTRUCTION
JOINTS
ELEVATION
MIN. MIN.
SECTION 8-8
CHIMNEYS
Granville M. Bowman
CITY OF
STANDARD PLAN
2002
DRAWN: STAFF PLATE 402 ICKD • STAFFirg
Department of Public Works SHEET 1 OF 2 APPR
272
NOTES:
1. RISER PIPE AND FITTINGS SHOWN HEREON SHALL, UNLESS INDICATED, BE OF
THE SAME MATERIAL AS THE MAIN LINE SEWER, AND MAY BE ANY OF THE FOLLOWING:
A. VC PIPE
B. PVC PLASTIC PIPE (SDR 35)
2. THE CONTRACTOR MAY USE A TYPE OF MATERIAL DIFFERENT FROM THE MAIN LINE PROVIDED HE UTILIZES SUITABLE ADAPTERS APPROVED BY THE ENGINEER.
3. CONCRETE FOR BEDDING AND ENCASEMENT FOR PIPE AND FITTING SHALL BE CLASS 420-C-2000. THE VERTICAL CONCRETE ENCASEMENT SHALL BE PLACED
UNIFORMLY AROUND THE RISERS IN ORDER TO MAINTAIN PROPER ALIGNMENT
AND MAY BE EITHER CIRCULAR OR SQUARE IN CROSS SECTION AS SHOWN HEREON. X=16" FOR 6" CHIMNEYS. X=18" FOR 8" CHIMNEYS.
4. UNLESS OTHERWISE INDICATED ON THE PROJECT PLANS, CHIMNEY RISERS AND WYE BRANCHES SHALL BE 6" DIAMETER.
5. CHIMNEYS ARE SHOWN ON THE PROJECT PLANS BY ABBREVIATION "CH",
FOLLOWED BY A LETTER DESIGNATING THE TYPE OF CHIMNEY, A HYPEN, AND THEN ANOTHER LETTER DESIGNATING THE TYPE OF BASE (E.G., CH A-Y). FOR CHIMNEY RISERS OTHER THAN 6", THE RISER SIZE IS INDICATED ON THE PROJECT PLANS PRECEDING THE CHIMNEY TYPE DESIGNATION (E.G., 8" CH A-X).
UNLESS OTHERWISE INDICATED, THE TOP OF THE CHIMNEY SHALL BE 5 FEET BELOW THE GROUND SURFACE ABOVE THE MAIN LINE.
6. WHERE DIMENSIONS H, HI AND H2 (THE MAXIMUM VERTICAL DISTANCE FROM
THE INVERT OF THE MAIN LINE SEWER TO THE TOP OF EACH WYE) ARE INDICATED ON THE PROJECT PLANS (E.G., HI =7.8', H2 =9.8'), THESE DIMENSIONS SHALL GOVERN. THESE DIMENSIONS MAY BE SHORTENED WITHIN THE LIMITS OF THE LENGTH OF THE WYE FITTING.
7. UNLESS OTHERWISE INDICATED ON THE PROJECT PLANS, WYE BRANCHES SHALL FACE PERPENDICULAR TO THE CENTER LINE OF THE MAIN LINE SEWER.
8. WYE BRANCHES ON TYPE "A" CHIMNEYS NOT JOINED TO HOUSE CONNECTION SEWERS SHALL BE INSTALLED AS INDICATED ON THE PROJECT PLANS.
9. ALL RISERS, CHIMNEY BASES WITHOUT RISERS, AND UNCONNECTED BRANCHES SHALL BE SEALED WITH A CAP AND 1" THICK TYPE "F" MORTAR AROUND THE CIRCUMFERENCE OF THE CAP.
CITY OF CHIMNEYS
DRAWN: STAFF I CKD
STAFF/
Department of Public Works APPR.
Grenville M. owmon SHEET OF
STANDARD PLAN 2002
PLATE 402
273
CROSSING PIPE WALL
(DIAMETER OF PIPE=D 1 ) CONCRETE BLANKET
(CLASS 420-C-2000
CONCRETE)
OPTIONAL SIDE
OF BLANKET (TYP.)
UNDISTURBED EARTH
OUTSIDE OF
PIPE BELL
Z=Do/2 FOR D>15"
(TYP.) =3Do/4 FOR D15"
EXISTING PIPE
NO MINIMUM
OUTSIDE OF PIPE BELL EXISTING CONDUIT
Jr •
2" THICK STYROFOAM OR
OTHER APPROVED
COMPRESSIBLE MATERIAL
\ ,re•lo••' io•
INVERT SLAB OF ARCH OR BOX
SECTION (CROSSING CONDUIT)
UNDISTURBED EARTH
CONCRETE BLANKET
(FOR EXISTING PIPES CROSSED OVER BY A NEW PIPE)
NOTES;
1. CONCRETE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING PIPE IS LESS THAN 18".
2. "Y" =D/6(6" MIN.) WHERE THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING PIPE IS LESS THAN "Y", THE CONCRETE SHALL BE PLACED BETWEEN THE PIPES AND AROUND THE SIDES OF THE CROSSING PIPE UP TO A LEVEL EQUAL TO "Y" ABOVE THE EXISTING PIPE, OR AS REQUIRED BY NOTE 3 BELOW, WHICHEVER IS HIGHER.
3. "X" =D/12, MINIMUM, TO PROVIDE BEDDING MATERIAL FOR CROSSING CONDUIT. WHEN "X” IS LESS THAN THIS MINIMUM. THE ENTIRE TOP SURFACE OF THE BLANKET SHALL BE RAISED TO MAKE CONTACT WITH THE LOWER 90' OF THE CROSSIING PIPE.
4. THE BLANKET SHALL EXTEND LONGITUDINALLY TO THE FIRST JOINT BEYOND THE TRENCH EXCAVATION
AT EACH END OF THE BLANKET, EXCEPT THAT THE BLANKET NEED NOT BE EXTENDED MORE THAN 4 FEET BEYOND THE TRENCH.
5. WHENEVER A PIPE BELL IS ENCOUNTERED WITHIN THE LIMITS OF THE BLANKET, ALL DIMENSIONS SHALL REFER TO THE BELL.
COMPRESSIBLE BLANKET
(FOR EXISTING PIPES CROSSED OVER BY A NEW BOX OR ARCH)
NOTES;
1. COMPRESSIBLE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING CONDUIT (BOX OR ARCH) IS LESS THAN 18".
2. THE BLANKET SHALL EXTEND LONGITUDINALLY FOR THE FULL CROSSING CONDUIT TRENCH WIDTH.
CITY OF BLANKET PROTECTION FOR PIPES STANDARD PLAN
2002
PLATE 403
SHEET 1 OF 1
APPR
Gronville M. Bowmon
DRAWN: STAFF ICKD.: STAFF
Department of Public 'Yorks
274
CROSSING PIPE WALL
(DIAMETER OF PIPE=D 1 ) CONCRETE BLANKET
(CLASS 420-C-2000
CONCRETE)
OPTIONAL SIDE
OF BLANKET (TYP.)
UNDISTURBED EARTH
OUTSIDE OF
PIPE BELL
Z=Do/2 FOR D>15"
(TYP.) =3Do/4 FOR D15"
EXISTING PIPE
NO MINIMUM
OUTSIDE OF PIPE BELL EXISTING CONDUIT
Jr •
2" THICK STYROFOAM OR
OTHER APPROVED
COMPRESSIBLE MATERIAL
\ ,re•lo••' io•
INVERT SLAB OF ARCH OR BOX
SECTION (CROSSING CONDUIT)
UNDISTURBED EARTH
CONCRETE BLANKET
(FOR EXISTING PIPES CROSSED OVER BY A NEW PIPE)
NOTES;
1. CONCRETE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING PIPE IS LESS THAN 18".
2. "Y" =D/6(6" MIN.) WHERE THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING PIPE IS LESS THAN "Y", THE CONCRETE SHALL BE PLACED BETWEEN THE PIPES AND AROUND THE SIDES OF THE CROSSING PIPE UP TO A LEVEL EQUAL TO "Y" ABOVE THE EXISTING PIPE, OR AS REQUIRED BY NOTE 3 BELOW, WHICHEVER IS HIGHER.
3. "X" =D/12, MINIMUM, TO PROVIDE BEDDING MATERIAL FOR CROSSING CONDUIT. WHEN "X” IS LESS THAN THIS MINIMUM. THE ENTIRE TOP SURFACE OF THE BLANKET SHALL BE RAISED TO MAKE CONTACT WITH THE LOWER 90' OF THE CROSSIING PIPE.
4. THE BLANKET SHALL EXTEND LONGITUDINALLY TO THE FIRST JOINT BEYOND THE TRENCH EXCAVATION
AT EACH END OF THE BLANKET, EXCEPT THAT THE BLANKET NEED NOT BE EXTENDED MORE THAN 4 FEET BEYOND THE TRENCH.
5. WHENEVER A PIPE BELL IS ENCOUNTERED WITHIN THE LIMITS OF THE BLANKET, ALL DIMENSIONS SHALL REFER TO THE BELL.
COMPRESSIBLE BLANKET
(FOR EXISTING PIPES CROSSED OVER BY A NEW BOX OR ARCH)
NOTES;
1. COMPRESSIBLE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING CONDUIT (BOX OR ARCH) IS LESS THAN 18".
2. THE BLANKET SHALL EXTEND LONGITUDINALLY FOR THE FULL CROSSING CONDUIT TRENCH WIDTH.
CITY OF BLANKET PROTECTION FOR PIPES STANDARD PLAN
2002
PLATE 403
SHEET 1 OF 1
APPR
Gronville M. Bowmon
DRAWN: STAFF ICKD.: STAFF
Department of Public 'Yorks
275
MIN. BEARING SHALL
BE 0.5 0.D. OF
SUPPORTED PIPE
14 BAR(IF BEAM
IS PRECAST)
REINFORCEMENT
(SEE TABLE) 4"
2" MAX.
CL.
SECTION C-C
2- CL.
MIN. BEARING SHALL BE
0.5 0.D. OF PIPE
WALL SECTION
DI
TYPE "A"
ONDUIT THROUGH WALL
OPTIONAL 2"
CONST. JOINT
EXISTING CODUIT TO
BE SUPPORTED
1'-O
CL.
CASE 1
REINFORCED CONCRETE BEAM
FOR e TO 24" I.D. PIPE
EXISTING CONDUIT
TO BE SUPPORTED
4 BAR
(IF BEAM IS PRECAST)
NOTES
1. WIDTH OF BEAM SHALL EQUAL 0.0. OF SUPPORTED PIPE. MINIMUM WIDTH SHALL BE 6".
2. IF SUPPORTED PIPE IS BEDDED IN CONCRETE, BEAM WIDTH SHALL BE EQUAL BEDDING WIDTH.
3. IF BEAM IS PRECAST. ENOS OF BEAM SHALL BE FULLY BEDDED IN 420-C-2000 CONCRETE FOR LENGTH Ir. THE BEDDING SHALL HAVE A MINIMUM THICKNESS OF 4". CLASS "C" MORTAR SHALL BE PLACED
BETWEEN TOP OF BEAM AND SUPPORTED PIPE TO PROVIDE MINIMUM BEARING SHOWN.
4. THIS CASE IS PERMITTED ONLY IF THE TRENCH WALLS ARE FIRM AND UNYIELDING.
5. MAXIMUM SPACING OF BARS SHALL BE 4" O.C.
560 B-3250
REINFORCED
CONCRETE BEAM
<
a
a.
REINFORCED CONCRETE BEAM (DIMENSIONS AND REINFORMENT
S
PIPE COVER
0' to 5'-0" IV- rto 12'-0" 12' 1 to 6'.--0" 16'- "to 20' -0" 20'-1" to 25*-0" T = B WARS laillgill EMS 101111111=1131111111=1E11 0' to 4'-0- 8" 1' -6" 8" reimaraugam 10r r311. 6. 1 oi maw 4*- 1" to 5'-0" 8" ral 1'-Er Intranninargji1*-6" 12 ral 1 ' -6" so #5 1'-6" 5'- rto 6'-0" gil les 11" mummagra 1 . _6- aggral 2' -0' 1414" Eli= 6'-1" to 7*-0" 10" ral 1' 6- InEraran l 4% IFEN2'-0" Marli 2*-0" 16% /6 2 -cr 7'-1" to 8.-0" 11" mg 1. -6-mmnism 15" m2' -0' 1734 r3 ' -6- 11131 I/5 mai 8' - no 9 .-0l 1214 . #5 2.-0-mi 0 SE 17w" ram= 16 2 6- EN is 2'-6" 9'- 1" to 10.-0r m3i /6 2*-0" 17" mm /6 3.-0r 217e" /6 3' -0" Han. 3'-Cf 10'- 1" to 1 l' -01135113312*-6" 187t" /6 mins #6 BE
/7 mesongsrEs VIEZ39331VIIENSIEGIU/11210
Egm ER
/7
Egs Ea
MS 29"
#7 3'-0"
/ 7 4.-O11'-1"to 12'-0 gssimi 2 -6" 20" I6 Esety
12'- r to 13'-• 1 -r. EI 3'- Cr Ergs
13.-cr to 14'-0 18" UM 3' -0" rausiggs 26r UM 4. -0" I7 Egirilicasmuip. cm
mom
mimai -0"
ai 14*- 1'to 15' -0' 19" FEM .3'- 0" 25" ujiammuil 4 -Tau 15' -1" to 16'-' 2014. rill 3*-6" 26w" rows 30" 18 4' 6" 1111 16*- 1" to 17'-' GB /7 gm 28" 18 OMNI 1011
E21121133111111111111111111111111111111111111111111
all MIMI
1T-1-t° 18.-0- 12211(314'-0"
CASE 2
CONCRETE WALL
2'-0" e DIA. OPENING
MIN.
NOTES
1. THE SUPPORTING WALL SHALL HAVE A FIRM BEARING ON THE SUBGRADE AND AGAINST THE SIDES OF THE EXCAVATION.
2. ANY CONDUIT PASSING THROUGH THE WALL SHALL HAVE 2-INCH CLEARANCE FROM THE WALL.
3. 4-INCH DIAMETER OPENINGS THROUGH THE WALL AT 2 FT. O.C. HORIZONTALLY AND AT 5 FT.
O.C. VERTICALLY SHALL BE PROVIDED TO PREVENT UNEQUAL PRESSURE RESULTING FROM JETTED BACKFILL.
4. IF SUPPORTED PIPE IS BEDDED IN CONCRETE, MINIMUM THICKNESS OF WALL SHALL EQUAL BEDDING WIDTH.
5. BRICK WITH MORTAR JOINTS MAY BE USED IN LIEU OF CONCRETE FOR WALLS UP TO 5 FT.
IN HEIGHT OR LENGTH.
STANDARD PLAN
2002
PLATE 404
SHEET 1 OF 2
CITY OF SUPPORTS FOR CONDUIT ACROSS TRENCHES
DRAWN: STAFF CKD STAFF ;13
Department of Public Works APPR
Granville . Bowman
276
JOINT (SEE NOTE 2)
FOR CLAY PIPE SEWERS CUT
EXIST. PIPE AND JOIN WITH
TYPE "D" JOINTS WITH
ADAPTER RING. IF REQUIRED
ON EACH SIDE OF TRENCH
OR REMOVE TO NEAREST
JOINT BEYOND
EXIST. A.C. •CONCRETE.
R.C., C.I. OR CLAY PIPE
OA+ 8" MIN
CONCRETE COLLAR
±_d r
(SEE NOTE 2) 46; to, z
taz,
SECTION E—E
DUCTILE IRON CLASS 53
SPUN R.C. PIPE
CONTINUOUS
(SEE NOTE 1)
CONCRETE
BEDDING
CL
CASE 3
DUCTILE IRON PIPE
ALLOWABLE SPANS AND MIN. REQUIRED
BEARING FOR DUCTILE IRON PIPE
DEPTH OF 6" PIPE 8" PIPE 10" PIPE
COVER s(kiox) mmEms B(A.) s(mo )115
a' TO a•—o- norzinnigai16'-6" 2*-0"
8' - l a.to 16' - 0" 8'-1 10'-O 2'-0" 12'-018511
16'-1%o 25'-0" 7 0" Mall 9.- 0" 2' -0" 10'-6" 2' - 6"
NOTES
1. 2000-D SPUN R.C. PIPE OF SAME DIAMETER AS
THE EXISTING PIPE MAY BE USED ONLY WHEN THE
EXISTING PIPE IS A.C.. CONCRETE OR R.C. PIPE
AND THE TRENCH WIDTH IS 5'-0" OR LESS.
2. THE CONCRETE COLLAR JOINT SHALL BE USED FOR
JOINTS IN STORM DRAIN PIPE.
CASE 4
COLUMN SUPPORT WITH REINFORCED CONCRETE BEAM
S S
EXISTING CONDUIT
TO BE SUPPORTED
4" DIA. SLEEVE
IN PRECAST
BEAM TO BE
FILLED WITH
CLASS "
MORTAR.
4-/6 BARS
/3 0 12 TIES
/4 BARS 0 12
BOTH WAYS
CONCRETE
1r
MIN. L
F
PIPE CONDUIT 53E:C1101'4 F— F R.C. BOX CONDUIT
WIES
1. SPAN "5" SHALL BE MAXIMUM 18 FT. FOR EARTH COVER 8 FT. OR LESS. 12 FT. FOR EARTH COVER 16 FT. OR LESS. AND 10 FT. FOR OVER 16 FT. EARTH COVER.
2. ALL CONCRETE SHALL BE 560-B-3250.
3. WHEN THE PIPE TO BE SUPPORTED CROSSES THE TRENCH ON A SKEW ANGLE. THE WALL OR BEAM WHICH SUPPORTS THE COLUMN SHALL BE CONSTRUCTED AT RIGHT ANGLE TO THE TRENCH.
4. SUPPORT SYSTEM MAY BE USED OVER CAST-IN-PLACE STRUCTURES.
5. BACKFILL ABOVE THE SUPPORT BEAM SHALL NOT BE PLACED UNTIL 72 HOURS AFTER THE SUPPORT IS POURED.
6. REINFORCED CONCRETE BEAM DIMENSIONED AND REINFORCED PER TABLE UNDER CASE 1.
GENERAL NOTES
1. "S" IS THE SPAN OF THE PIPE SUPPORT ALONG ITS CENTERLINE.
2. "Er IS THE LENGTH OF BEARING OF THE SUPPORT AGAINST UNDISTURBED EARTH MEASURED ALONG THE PIPE CENTERLINE.
3. CASE 2 SHALL BE USED FOR PARTIAL CROSSINGS, EXCEPT THAT WHERE THE DISTANCE FROM A SEWER CHIMNEY TO UNDISTURBED EARTH IS 18 INCHES OR LESS, THE TRENCH BACKFILL MAY BE DENSIFIED TO 18 INCHES ABOVE A HOUSE CONNECTION SEWER ANO THEN RE-EXCAVATED FOR THE PIPE INSTALLATION.
4. ANY SEWER OR STORM DRAIN EXPOSED OR PARTIALLY EXPOSED IN A TUNNEL EXCAVATION SHALL BE SUPPORTED WITH A WALL CASE 2.
5. IF BEDDING IS REMOVED FROM THE EXISTING PIPE THAT WILL REMAIN IN PLACE, THE PIPE SHALL BE EMBEDDED WITH CONCRETE.
6. UNLESS OTHERWISE INDICATED. CONCRETE SHALL BE CLASS 420-C-2000. (SEE NOTE 6)
x 12"
COLUMN
1W'
CL.
6 11111111111=ig ............. ,,,......,,...,
(SEE NOTE WM1 12 /6 BARS ■.'"'
n c 12" COLUMN
/3 0 12 TIES '.I
MIN. 1
2 3 T
.
III PINIM4
MIN. 1 2 - ill/ i d ■
' 11111111.
/4 BARS 012
BOTH WAYS
COLUMN
SUPPORT BEAM
WIDTH 2 x T
(MIN. 2'-0- )
STANDARD PLAIN
2002
PLATE 404
SHEET 2 OF 2
CITY OF SUPPORTS FOR CONDUIT ACROSS TRENCHES
DRAWN: STAFF ICKD STAFF:fly
Department of Public Works APPR
Granville M. Bowmen
277
90'
6.011=======1
FIRMLY BEDDED IN
DAMP SAND OR GRAVEL
PLAN
iii
coo oltril' 621= MAX. 45'
1/4" PER FT MIN.
MIN. 10'
PREFERRED 30'
6" 1 TRENCH
ELEVATION WIDTH
5'
MIN.
Granville M. Bowmon
NOTES:
1. ON EXISTING SEWER, INSTALL APPROVED STANDARD SADDLE OR PREMOLDED "Y" AND STRONGBACK CALDER COUPLING. THE MAIN SHALL BE CORED WHEN USING A SADDLE.
2. IF SLOPE EXCEEDS 45', SEE PLATE 406.
3. WHEN COVER OVER EXISTING SEWER MAIN OR LATERAL IS LESS THAN 3.0', A P.C.C. CAP IS REQUIRED TRENCH WIDTH PLUS 6" EACH SIDE OF TRENCH ON MAIN AND LATERALS.
4. INSTALL A PREFORMED "sr" OR MANHOLE IF THE SERVICE LATERAL IS LARGER THAN 1/2 I.D. OF THE MAIN SEWER I.D..
5. MARK "S" ON CURB FACE.
6. LATERAL SHALL BE PERPENDICULAR TO THE MAIN WHENEVER POSSIBLE.
7. PIPE MATERIAL FOR LATERAL WITHIN STREET RIGHT-OF-WAY SHALL BE V.C.P. OR PVC (SDR 35).
CITY OF HOUSE CONNECTION (6* & BELOW)
DRAWN: STAFF I CKD.: STAFF L
Department of Public ;forks APPR
-29-
STANDARD PLAN
2002
PLATE 405
_SHEET 1 OF 1
278
SAND BED 45' 5'
MIN.
ELEVATION
SLOPING LATERAL
ALT. "A"
CHIMNEY
ALT. " B"
z C.L. MAIN TRENCH i
-J
a_
MIN.
5'
SAND BED
\:-‘)
OFF ET THE Y's
OPTIONAL
NOTES:
1. IF OPPOSITE SIDE OF STREET IS
UNSEWERED, PROVIDE PLUGGED
INLETS FOR FUTURE USE.
2. SLOPES 30' OR LESS, USE PLATE 405.
SLOPES 30' TO 45', USE ALTERNATE
IF SLOPE EXCEEDS 45', USE
ALTERNATE " B" .
3. CHIMNEY TO BE CONSTRUCTED PER
PLATE 402.
CITY OF
Granville M. Bowmen
STEEP SERVICE LATERAL
DRAWN: STAFF I CKD STAFFk0
Department of Public Works
STANDARD PLAN
2002
PLATE 406
SHEET 1 Or 1
APPR
279
PIPE BELL
TYPE "F" MORTAR
0 PLAN
FINISHED SURFACE
CONCRETE COLLAR
CLASS 560-C-3250
ACCESS CAP 11" DIA. x 14"
THICK WITH l'4"DIA. FINGER
HOLE IN CENTER
SECTION B-B
DETAIL "A"
NOTES:
1. SEE PROJECT PLANS FOR VALUES OF DIMENSION "D" AND ELEVATION " E" .
2. PIPE AND FITTINGS EXCEPT, AS OTHERWISE SHOWN HEREON, SHALL BE OF THE SAME MATERIAL AS THE SEWER UNLESS APPROVED ADAPTORS ARE UTILIZED AND MAY BE ANY OF THE FOLLOWING:
A. VC PIPE
B. PVC PLASTIC PIPE (SDR 35).
3. PIPES AND FITTINGS SHALL BE PROPERLY ALIGNED AND MAINTAINED WHILE CONCRETE IS BEING PLACED AND ALLOWED TO HARDEN. JOINTS FOR PIPES AND FITTINGS SHALL BE MADE PRIOR TO PLACING CONCRETE. CONCRETE FOR BEDDING, ENCASEMENT, AND WALL SUPPORT FOR PIPES AND FITTINGS
SHALL BE PLACED UNIFORMLY AROUND THE PIPE AND FITTINGS AS SHOWN HEREON TO MAINTAIN PROPER ALIGNMENT AND SHALL BE CLASS 420-C-2000.
4. THE FRAME AND COVER SHALL BE MADE OF GRAY CAST IRON AS MANUFACTURED BY ALHAMBRA FOUNDRY A-1241 OR APPROVED EQUAL OR CHRISTY 3G GATE VALVE BOX MARKED SEWER.
5. THE CONTRACTOR, AT HIS OPTION, MAY PLACE EITHER A CIRCULAR OR SQUARE CONCRETE PIPE WALL SUPPORTS AS SHOWN HEREON.
`4- 2 3Xj±
SECTION A-A
Gronville M. Bowmon
CITY OF TERMINAL CLEANOUT
DRAWN: STAFF I CKD • STAFF L-44
Department of Public Works APPR
STANDARD PLAN
2002
PLATE 407
SHEET 1 OF 1
280
FINISH GRADE
STANDARD MANHOLE FRAME AND COVER
(SEE PLATE 412)
QUIKSET CONE or EQUIVALENT
ADD GRADE RINGS WHEN NECESSARY
INVERT
NOTES:
1. SEE PLATE 400 FOR ADDITIONAL NOTES NOT MODIFIFIED BY THIS PLATE
2. USE CONCENTRIC CONES UNLESS OTHERWISE SPECIFIED.
CITY OF SHALLOW MANHOLE
DRAWN: STAFF ICKD.: STAFF
STANDARD PLAN
2002
PLATE 408
Department of Public !Yorks Granville M. Bowmon SHEET 1 OF 1 APPR
281
CONCRETE SUPPORT
WALL (SEE NOTE 10)
CASE A 1" THICK EXPANSION
JOINT FILLER
UNDISTURBED
EARTH
1" SAND CUSHION OR
APPROVED EXPANSION JOINT
MATERIAL (SEE NOTE 8)
CASE D
OPTIONAL CLEANOUT
(SEE NOTE 11)
UND STURBED
EARTH
1" THICK EXPANSION
JOINT FILLER
L
CONCRETE SUPPORT
WALL (SEE NOTE 10)
SADDLE
1" THICK
EXPANSION
JOINT
FILLER
1" SAND CUSHION OR
APPROVED EXPANSION
JOINT MATERIAL
(SEE NOTE 8)
UNDISTURBED
EARTH
UNDISTURBED
EARTH
A
1" SAND CUSHION OR APPROVED
EXPANSION JOINT MATERIAL
(SEE NOTE 8)
1" THICK EXPANSION
JOINT FILLER
CASE F
CASE B CASE E
CASE C
STORM DRAIN UNE (GRAVITY) & SEWER UNE (GRAVITY)
CITY OF HOUSE CONNECTION REMODELING
DRAWN: STAFF I CKD. • STAFF
Department of Public Works APPR Granville M. owmon
STANDARD PLAN
2002
PLATE 409
SHEET 1 OF 3
282
TEE
OR
WYE
UNDISTURBED
EARTH
CONCRETE ENCASEMENT
AS DETAILED HEREON SHALL
BE USED FOR TEES OR WYES
AND PIPE WHERE THE SLOPE
OF THE PIPE IS STEEPER
THAN 1:1 OR SEE NOTE 6
CASE G
L
CASE R
1" THICK
EXPANSION
JOINT FILLER
A
1" SAND CUSHION OR
APPROVED EXPANSION
JOINT MATERIAL
(SEE NOTE 8)
L
NEW SEWER
CONCRETE ENCASEMENT AS
DETAILED HEREON SHALL BE
USED FOR TEES OR WYES
AND PIPE WHERE THE
SLOPE OF THE PIPE IS
STEEPER THAN 1:1 OR SEE
NOTE 8.
TEE
OR
WYE
A CAP
1" THICK EXPANSION JOINT FILLER (SEE NOTE 9)
CASE H
-,4 +
1 44_
EXIST. SEWER
CASE S
IN NEW SEWER
1 ' -0"
A
1" THICK EXPANSION
JOINT FILLER
CASE K
1" SAND CUSHION OR
APPROVED EXPANSION
JOINT MATERIAL
(SEE NOTE 8)
0,•■
"
* 11.111
la
L
NOMINAL DIA. OF
PIPE (INCHES)
MAXIMUM DIMENSIONS
X (INCHES)
6 3
8 4
10 5
12 6
SECTION A-A
CONCRETE ENCASEMENT DETAILS
(SEE NOTE 5)
STORM DRAIN UNE (GRAVITY) & SEWER LINE (GRAVITY)
CITY OF HOUSE CONNECTION REMODELING
DRAWN: STAFF I CKD STAFF
STANDARD PLAN
2002
PLATE 409
Department of Public Works Granville M. Bow on SHEET 2 OF 3 APPR 283
Granville M. Bowmon
NOTES:
1. EXCEPT AS OTHERWISE INDICATED HEREON OR ON THE PROJECT PLANS, ALL HOUSE CONNECTION REMODELING SHALL CONFORM TO THE APPLICABLE PORTIONS OF STANDARD PLATE 405 HOUSE CONNECTION SEWER.
2. SEE PROJECT PLANS FOR VALUES OF 0, L, V AND W. (DIMENSION L IS THE HORIZONTAL LENGTH OF THE HOUSE CONNECTION REMODELING).
3. EXISTING SEWERS ARE INDICATED BY DASHED LINES. HOUSE CONNECTION SEWERS TO BE
CONSTRUCTED ARE INDICATED BY SOLID LINES AND SHALL BE OF THE SAME MATERIAL AS THE EXISTING SEWER. THE CONTRACTOR MAY CONSTRUCT THE SEWER WITH OTHER MATERIAL ALLOWED PER STANDARD PLATE 405 PROVIDED HE UTILIZES APPROVED ADAPTORS.
4. 1/16 (2216') OR 1/8 (45') BENDS SHALL BE USED TO REMODEL OR CONSTRUCT ANY SEWER ON A CURVE OR AT ANY CHANGE IN ALIGNMENT. WHERE PHYSICAL OR GEOMETRIC LIMITATIONS PRECLUDE THE USE OF 1/16 OR 1/8 BENDS, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL HIS PROPOSED METHOD OF REMODELING OR CONSTRUCTION.
5. ALL HOUSE CONNECTION SEWERS TO BE CONSTRUCTED UNDER A PROPOSED STORM DRAIN SHALL BE ENCASED IN CONCRETE AS SHOWN HEREON. WHEN THE HOUSE CONNECTION SEWER SLOPE EXCEEDS 1:1, THE CONTRACTOR MAY, AT HIS OPTION, PLACE A CIRCULAR CROSS SECTION WITH MINIMUM COVER EQUAL TO DIMENSION "X' AS SHOWN ON SECTION A-A HEREON IN LIEU OF A SQUARE CROSS SECTION OF CONCRETE. CONCRETE BEDDING AND ENCASEMENT SHALL BE CLASS 420-C-2000, AND SHALL EXTEND TO THE FIRST PIPE JOINT AT LEAST 1 FOOT BEYOND THE OUTSIDE DIAMETER OF EACH SIDE OF THE PROPOSED CONDUIT.
6. FOR CASES R AND S, WHEN THE SLOPE OF THE PIPE EXCEED 1:1, THE CONTRACTOR MAY, AT HIS OPTION, CONSTRUCT A CHIMNEY CONFORMING TO STANDARD PLATE 402 ON THE NEW SEWER IN LIEU OF CONSTRUCTING THE ENCASEMENT SHOWN HEREON.
7. FOR CASE E AND F, SADDLES SHALL BE CONNECTED EITHER TO THE LENGTH OF PIPE CONTAINING THE EXISTING TEE OR WYE OR TO THE ADJACENT DOWNSTREAM PIPE LENGTH.
8. CONDUITS TO BE INSTALLED OVER OR WITHIN ONE INCH OF ANY CONCRETE ENCASEMENT OR
STRUCTURE, WHETHER EXISTING OR TO BE PLACED IN CONFORMITY WITH THE REQUIREMENTS HEREIN, SHALL BE INSTALLED ON A ONE-INCH SAND CUSHION OR APPROVED EXPANSION JOINT MATERIAL.
CONCRETE ENCASEMENT INSTALLED PURSUANT TO THIS STANDARD PLAN SHALL BE SEPARATED FROM EXISTING CONDUIT WITH ONE-INCH THICK EXPANSION JOINT MATERIAL.
9. THOSE PORTIONS OF AN ABANDONED PIPE LOCATED BENEATH OR WITHIN 6 INCHES OF A RELOCATED HOUSE CONNECTION SEWER SHALL BE REMOVED. THE EXCAVATION SHALL BE REFILLED TO THE GRADE OF THE NEW PIPE INVERT WITH CLASS 100-E-100 CONCRETE. THE CONTRACTOR MAY AT HIS OPTION, SUBSTITUTE MECHANICALLY COMPACTED BACKFILL IN LIEU OF THE CLASS 100-E-100 CONCRETE. THOSE PORTIONS OF ABANDONED PIPE NOT REMOVED SHALL BE SEALED. WHERE CAPS
ARE USED, THEY SHALL BE SEALED BY FILLING THE SPACE ABOVE THE CAP WITH SAND AND A ONE INCH THICK COATING OF TYPE "F" MORTAR.
10. SUPPORT WALLS SHALL CONFORM TO STANDARD PLATE 404.
11. WHEN INDICATED ON THE PROJECT PLANS OR THE SPECIAL SPECIFICATIONS, A CLEANOUT SHALL BE CONSTRUCTED IN CONJUNCTION WITH CASE E AS FOLLOWS:
A. SUBSTITUTE A "Y" FOR THE 1/8 BEND.
B. PLACE A 1/8 BEND ON THE UPPER END OF THE "Y'.
C. CAP TOP OF 1/8 BEND WITH A CAP AND SEAL WITH ONE INCH THICK TYPE "F" MORTAR AROUND THE CIRCUMFERENCE OF THE CAP.
CITY OF HOUSE CONNECTION REMODEUNG
DRAWN: STAFF I CKD STAFF tif?
Department of Public Works
STANDARD PLAN
2002
PLATE 409
SHEET 3 OF 3 APPR
284
NOTE 6 15"
TYP i: 11
I
1 1.
SH ELF
1 111 T CHANNEL
PALMER—BOWLUS FLUME
5'
It-)
1 M013
I Ell
o BAR
/11 1
• — rill.
NOTE 6
PLAN VIEW
* PLASTI—FAB PALMER—BOWLUS FLUME
OR APPROVED EQUAL
NON TRAFFIC AREA VAULT
H(1 t)
mox
t
(in)
REINFORCEMENT
o BARS b BARS
5 6 #3 0 18" #3 0 14"
6 6 #3 0 14" #3 0 14"
8 6 #4 0 12" #3 0 14"
10 8 #4 0 10" #3 0 14"
12 10 #4 0 8" #3 0 14"
TRAFFIC AREA VAULT
(WITH H-20 LOADING)
H(ft)
mox
t
(in)
REINFORCEMENT
o BARS b BARS
5 6 #4 0 10" #3 0 14"
6 6 #4 0 8" #3 0 14"
8 8 #4 0 6" #3 0 14"
10 9 #4 0 6" #3 0 14"
12 10 #5 0 6" #3 0 14"
NOTES:
1. SHELVES TO HAVE A NON—SKID SURFACE.
2. "D"—DIAMETER OF SEWER LINE AND
MEASURING FLUME.
3. SEE TABLE FOR "t". AND "o" AND "b" BARS.
4. ALL ELECTRICAL WIRING WITHIN THE VAULT
SHALL BE ENCASED IN RIGID CONDUIT.
5. LOCATION MUST BE APPROVED BY THE SOURCE
CONTROL PROGRAM OF THE WASTWATER DIVISION.
6. TIGHT—FITTING RUBBER 0—RING FOR SEALING
PLASTIC PIPE TO THE CONCRETE WALL.
7. PROTECTIVE COATING PER PLATE 400.
RIGID ELECTRICAL CONDUIT
FOR 120 VOLT POWER FOR
PERMANENT INSTALLATION
"W"
-r6"
AREA
--ALUMINUM DOORS 1 NON—TRAFFIC
5' MIN.
1 2 -CL
S-71/8"/FT. I
b BARS
36" MIN IN
t —1
SHELF
1-I
1"-45' CHAMFER 24"
6" MIN. FROM ANY WALL
BREAK OPEN EXISTING
rn II
3" CL
TYP
CITY OF INDUSTRIAL WASTE FLOW MONITORING VAULT
DRAWN: STAFF I CKD • STAFF L
STANDARD PLAN
2002
PLATE 410
Department of Public Works APPR
Granville M. Bowmen SHEET 1 OF 2
TYP
GRADE
—RIGID ELECTRICAL
CONDUIT
SEWER LATERAL
S=1 /4"/FT.
3" SUITABLE BASE MATERIA
SECTION
o BAR
nl
285
FLOW MONITORING VAULT
VAULT DIMENSIONS:
1. MINIMUM VAULT SIZE TO BE 5'-0"X 5'-0"
2. FOR SEWER LATERALS DEEPER THAN 5', VAULT SIZE TO BE MIN. 6' - 0"X 6' - 0".
3. VAULT SIZES TO BE DETERMINED ACCORDING TO THE FOLLOWING FORMULA:
WIDTH = 0+4' MIN. WIDTH = 5 .-0"
LENGTH = 3D +2' MIN. LENGTH = 5'-0"
VAULT LOCATION:
1. CONTACT ''ENVIRONMENTAL CONTROL SUPERVISOR" PRIOR TO CONSTRUCTION FOR APPROVAL OF VAULT LOCATION.
PHONE 488 -3517. CONFIRM THAT THE STANDARD DRAWING CONTAINS THE LATEST REVISIONS.
2. VAULTS TO BE LOCATED AWAY FROM TRAFFIC AREAS IF POSSIBLE. HOWEVER, IF INSTALLED IN TRAFFIC AREA, MUST BE CAPABLE OF CARRYING H-20 LOADING. RECESSED LOCKABLE HASP REQUIRED FOR TRAFFIC AREAS.
3. VAULTS USING PALMER-BOWLUS FLUMES TO BE LOCATED ACCORDING TO CRITERIA IN TABLE A AND OTHER SPECIAL PROVISIONS.
TABLE "A"
MIN. AND MAX. RECOMMENDED FLOW RATES FOR FOR FREE FLOW THROUGH
PLASTI -FAB PALMER-BOWLUS FLUMES
UPSTREAM MAXIMUM SLOPE MIN. MIN. FLOW RATE MAX. MAX. FLOW RATE
PIPE ALLOWABLE FOR HEAD HEAD
DIAMETER UPSTREAM PIPE FT. M.G.D. C.F.S. FT. M.G.D. C.F.S. ,.ts t es t to -co ONOD gt t
.—NNCSIr)
0.022 0.11 0.023 0.035 0.36 0.203 0.315
0.020 0.15 0.048 0.074 0.49 0.433 0.670
0.018 0.18 0.079 0.122 0.61 0.752 1.160
0.016 0.22 0.128 0.198 0.73 1.180 1.830
0.015 0.27 0.216 0.334 0.91 2.060 3.180
0.014 0.33 0.355 0.549 1.09 3.240 5.010
0.014 0.38 0.504 0.780 1.28 4.810 7.440
0.013 0.44 0.721 1.120 1.46 6.700 10.400
0.013 0.49 0.945 1.460 1.64 8.950 13.800
0.013 0.55 1.260 1.950 1.82 11.600 18.000
OTHER SPECIAL PROVISIONS:
1. THE MAXIMUM UPSTREAM DEPTH SHALL NOT EXCEED 0.900 (D IS THE UPSTREAM PIPE DIAMETER).
2. THE MAXIMUM UPSTREAM SUBMERGENCE SHALL NOT EXCEED 85X OF THE MAXIMUM UPSTREAM DEPTH.
THUS, THE DEPTH OF FLOW IN THE UPSTREAM CHANNEL BEFORE INSTALLING THE FLUME (NORMAL DEPTH) SHALL NOT EXCEED 0.750.
3. THE FLUME WILL FUNCTION PROPERLY IF THE VELOCITY HEAD AT DEPTH FOR MAXIMUM FLOW IS NOT GREATER THAN 1.5X THE NORMAL DEPTH.
4. THE DOWNSTREAM OUTLET PIPE SLOPE SHALL NOT BE LESS THAN THE UPSTREAM PIPE SLOPE BUT MAY BE GREATER IF DESIRED.
5. THE DOWMSTREAM OUTLET PIPE SHALL BE FREE OF OBSTRUCTIONS.
6. UPSTREAM TURBULENCE SHALL BE AVOIDED. NO BENDS, DROP MANHOLES, FLOW JUNCTIONS, ETC., ARE PERMITTED WITHIN 25 PIPE DIAMETERS (D) OF THE METERING STRUCTURE.
7. FOR PLASTIC SEWER PIPE, PLACE TIGHT-FITTING RUBBER RING OVER THE PIPE AT THE MIDPOINT WHERE THE PIPE PASSES THROUGH THE CONCRETE WALL.
VAULT DOORS: VAULT SHELF:
1. DOORS TO BE "BILCO", MODEL "KO" ALUMINUM DOORS 1. CONSTRUCT SHELF FULL LENGTH OF VAULT OR EQUIVALENT. LOCKABLE HASP TO BE PROVIDED.
2. SHELF TO BE CAPABLE OF SUPPORTING 150 P.S.F.
2. DOORS TO OPEN PARALLEL TO FLOW.
3. SHELF SURFACE TO HAVE NON-SKID ADHESIVE
APPLIED
4. OPTIONAL PRECAST SHELF IS TO BE
VAULT DIMENSIONS: MONOLITHICALLY CAST WITH VAULT.
1. OWNER TO FURNISH AND INSTALL APPLICABLE SIZE CALIBRATED FLUME, WEIR, FLOW METER OR SIMILAR CITY-APPROVED DEVICESUITABLE FOR MEASUREMENT OF FLOW RATE AND TOTAL VOLUME. A "CERTIFICATE OF CALIBRATION" MUST BE FURNISHED BY THE MANUFACTURER. THE FLOW MEASURING DEVICE WILL HAVE TO BE RECALIBRATED AT 6 MO. INTERVALS BY THE MANUFACTURER OR APPROVED TESTING LAB WITH A "CERTIFICATE OF CALIBRATION" FURNISHED TO THE CITY.
2. INSTALLATION TO BE DONE ACCORDING TO THE MANUFACTURING SPECIFICATIONS.
3. FLOW SAMPLER TO BE LOCATED DOWNSTREAM OF THE FLUME.
CITY OF INDUSTRIAL WASTE FLOW MONITORING VAULT STANDARD PLAN 2002
DRAWN: STAFF PLATE 410 ICKD • STAFF Z427
Department of Public Works APPR
Granville. M. Bowman _SHEET 2 OF 2
286
PVC Drop M.H.
Tee or Wye
1 Threoded Plastic
Plug
1 Precost M.N. in
Accordance with
I Std. Pl. 400
Invert As Shown
On Plans
P.V.C. Drop M.N.
1/4" bend
3'-0" MIN.
SECTION VIEW
PRESSURE FLOW CASE
PVC Drop M.H.
Tee or Wye
‘S`
Precost M.N. in —
Accordonce with
I Std. Pl. 400
Invert As Shown
On Plans
P.V.C. Drop M.H.
1/4" bend
3'-0" MIN.
SECTION VIEW
GRAVITY FLOW CASE
Granville M. owmon
FLEX JOINT — SEE NOTE 1
PLAN VIEW
NOTES:
1. PROVIDE FLEX JOINT WITHIN 1' OF TEE
2. FOR NEW CONSTRUCTION. FOUNDATION FOR
DROP SECTION TO BE POURED INTEGRAL
WITH M.N. BASE.
3. FOR PLASTIC SEWERS, PLACE TIGHT FITTING
RUBBER RING OVER PIPE AT MID—POINT
WHERE IT PASSES THROUGH CONCRETE WALL.
4. P.C. CONCRETE SHALL BE IN ACCORDANCE
WITH THE STANDARD SPECIFICATIONS.
5. SEE PLATE 400 FOR ADDITIONAL DETAILS OF
MANHOLE CONSTRUCTION.
CITY OF DROP MANHOLE
STANDARD PLAN
2002
PLATE 411
SHEET 1 OF 1
DRAWN: STAFF ICKD STAFF
Department of Public Works APPR
287
ALHAMBRA A-1490
COVER WT. = 263 lbs.
FRAME WT. = 210Ibs.
TOTAL WT. = 473 lbs.
SECTION A-A
NOTES:
1. MANHOLE FRAMES AND COVERS SHALL BE MADE OF GRAY CAST IRON CONFORMING TO ASTM A-48-64 AND PAINTED WITH ASPHALTUM PAINT.
ALHAMBRA 1490 OR APPROVED EQUAL.
2. FOUNDRY MARK SHALL BE SHOWN ON THE FRAME AND
ON THE BOTTOM OF THE COVER.
3. COVERS SHALL BEAR THE LETTER "D" FOR STORM DRAINS AND "S" FOR SEWERS. THE LETTERS SHALL BE APPROXIMATELY 2 1/2" HIGH WITH 1/2" LINE WIDTH AND PLACED IN THE CENTER OF THE COVER. COVERS SHALL ALSO BEAR
THE AGENCY'S IDENTIFICATION IN ACCORDANCE WITH INSTRUCTIONS FURNISHED BY THE AGENCY. ALL LETTERS SHALL BE FLUSH WITH THE FINISHED SURFACE OF THE COVER.
4. COVERS FOR MANHOLES LOCATED IN EASEMENTS, PARKWAYS, AND ALL OTHER
PLACES EXCEPT PAVED STREETS OR ALLEYS SHALL BE PROVIDED WITH ALLEN SOCKET SET SCREW LOCKING DEVICES. THE CONTRACTOR SHALL DRILL AND TAP TWO HOLES TO A DEPTH OF 1 INCH AT 90 DEGREES TO PICK HOLE AND INSTALL 3/4-BY-3/4-INCH ALLEN SOCKET SET SCREWS.
5. THE WEIGHT OF THE COVER SHALL NOT VARY MORE THAN FIVE PERCENT FROM THAT SHOWN.
CITY OF MANHOLE FRAME AND COVER
DRAWN: STAFF I CKD STAFF L.12.
Department of Public Works APPR Granville M. Bowmen
STANDARD PLAN
2002
PLATE 412
SHEET 1 OF 1
288
NOTE 2 NOTE 2
LIFT HOLE
l ie DIA. MIN.
A
PLAN VIEW LIFT HOLE
1V.DIA. MIN.
NOTE 2
3"—
INLET
24-
SECTION B-B
NOTES; SEE NOTE 3
NOTE 2
4"._
1 MINI
•
.
. •
24"
SECTION A-A
CLEAN-OUT
TO GRADE
OUTLET
-20- X20" TRAFFIC WEIGHT
COVER AND FRAME. DO
NOT BOLT OR SCREW ON.
1. APPROVAL FOR THE LOCATION OF THE SAMPLING WELL SHALL BE
OBTAINED FROM THE SOURCE CONTROL PROGRAM PRIOR TO
INSTALLATION. WHEN INSTALLING THE SAMPLE WELL, BE SURE THAT
THE INVERT OF THE SAMPLING WELL IS LEVEL WITH THE INVERT OF THE INLET AND OUTLET PIPES. ELEVATE THE SIDEWALLS ABOVE THE
SURROUNDING GROUND SURFACE TO EXCLUDE STORM WATER AND
OR SURFACE RUNOFF.
2. FOR PLASTIC SEWER PIPE, PLACE TIGHT FITTING RUBBER RING OVER PIPE AT MIDPOINT WHERE IT PASSES THROUGH CONCRETE WALL.
3. USE PRE-CAST CONCRETE MANHOLE PER PLATE 400 WHEN DEPTH IS GREATER THAN 3 FEET.
4. FINAL INSPECTION BY SOURCE CONTROL.
5. PROTECTIVE COATING PER PLATE 400.
CITY OF SAMPUNG WELL
DRAWN: STAFF ICKD STAFF
STANDARD PLAN
2002
PLATE 413
Department of Public Works SHEET 1 OF 1
PR
Granville M. Bowman
289
[
SAMPLING WELL PER
STD. PL. 413
_LLLLLLLLL
_LLLLLLLLL
_LLLLLLLLL
_LLLLLLLLL
_LLLLLLLLL
LLLLLLLLL
-LLLLLLLLL
-LLLLLLLLL 4-}+H--}-1+
INLET 8 OUTLET
V V No. No'
VVVS./
V V V V' No' V
V V No" No' NI V V
V N./ V V No' V No' V
5/V VV NI No' NI
V N./ No' No' No" V V No'
V V V N/ VV NO.V
V No" N/ No• v N./ No" V
V No' NI No' V V NI.No'
V V No' NI V No' V V
VS/ V No, N/ V V
No' V No" V NI No' No' V
V NI V V V No' No"
NI NI V No' 1/ No'
No' No.N/ No'
No' V V V
0 II
II
L MIN. 750 GAL. GREASE
PLAN VIEW INTERCEPTOR
WATER-TIGHT MANHOLE — - SAMPLING WELL PER
FRAME(S) AND COVER(S) STD. PL. 413
-ririzzctrzezczaINLET F_Elp--TEE 3 OUTLET
MIN. 750 GAL. GREASE
INTERCEPTOR
tV
• t "• • • • 4.•
LONGITUDINAL SECTION
NOTE:
1. PROTECTIVE COATING PER PLATE 400.
CITY OF
GREASE INTERCEPTOR
INTERNAL PLUMBING CONFIGURATION
DRAWN: STAFF I cKD • STAFF
STANDARD PLAN
2002
PLATE 415
Department of Public Works APPR Granville M. Bowmon SHEET 1 OF 1 290
SAMPLING
WELL PER ST D.
PLATE 47
-1...LL_LLLE_LL
_LLLL.L.LLLL
-LLLLLLLLL.
-LLLLLLLLL
-LLLLLL.1.61.
..LLLLL-LLLL
-1-.LLLLLLLL
_LLLLLLLL-1.-
4+H-H+1+
OUTLET
4" MIN.
INLET
4" MIN.
V• V V
N/ V V 'V V'
VVVVVV
V. V
V V V 1••• V V V' V
'V V•VVVV v N.•
V VVVN,
VVVV,'V 'V V V'
'V V V V N..• v V 'V
VVVVVN, N/
V V' V V V 'V V' V
N./ V' N.,V V V 'V V
/ N./ V V' •V v V V'
VS./ 'V V V V' N./
N/ No' V V N.,
N/ N/
V V' NI
.•
OUTLET
4" MIN.
INLET
4" MIN.
PLAN VIEW
WATER -TIGHT MANHOLE
FRAME(S) AND COVER(S)
SAMPLING WELL
PER STD. PL. 413
•;* , .•
LONGITUDINAL SECTION
NOTE:
1. PROTECTIVE COATING PER PLATE 400.
CITY OF
GRAVITY SEPARATOR DEVICE
INTERNAL PLUMBING CONFIG RATION
DRAWN: STAFF I cm) STAFF
a.
Department of Public Works APPR Grenville M. Bowmen
STANDARD PLAN
2002
PLATE 416
SHEET 1 OF 1
291
OPTIONAL ROUGHENED
CONSTo JOINT (TYP.)
8" #4
+>
u..:
!D
o::
:J
()
CONNECTOR PIPE
OR MONOLlTHIC
CATCH BASIN
CONNECTION
STREET, GUTTER OR
LOCAL DEPRESSION
SURFACE
FACE PLATE
~rxf~Bkd6 SEE
SECTlON A-A
4 @ 12" EACH WAY
SEE PLATE 507
:':J
p
FLOW.JNE
CURB
DOWEL DETAlL
MAX. MAX. T T f
W V
3.5' 8' 6" 6"
3.5' 12' 8" 8" N R R
O E E
7' 6' 6" 6" I Q
N U
F I
7' 12' 8" 8" O R
R E
14' 4' 6" 6" C D
E
14' 8' 6" 8" M
E
14' 12' 8" 10" N
T
; 4' 6" 6"
lo
N 6' 6" 8"
a
z
<l: 8' 8" 8"
N 10' 8" 10"
8" 10"
CURB OPENING CATCH BA51N STANDARD PLAN
2002
STAFF PLATE 501
SHEET 1 OF
292
NOTES:
1. 2.
3. 4.
WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE L1MITS OF EXISTING OR PROPOSED SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAy BE POURED EITHER MONOLlTHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS OF CONCRETE AS THE BASIN. WHEN POURED MONOLlTHICALLY, THE SIDEWALK SHALL BE PROVlDED WITH A WEAKENED PLANE OR A 1" DEEP SAWCUT CONTINUOUSLY AROUND THE
EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE,
COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN.
ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE SHAPED BY PLASTERING.
FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1: 12 MINIMUM AND 1: 3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS a PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
DIMENSIONS:
B = 3'-2"
5. 6.
::: &7. N
.!:(
lB
;
O
E
f!
...
..
"O
"6
1Il
.J
....
V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET = 4.5'.
V
u
= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE UPSTREAM END OF THE BASIN . VU SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE 3, BUT SHALL NOT BE LESS THAN CURB FACE PLUS 12".
VI = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET, NOTED ON THE PROJECT PLANS.
H =2" UNLESS NOTED ON THE PROJECT PLANS.
W = NOTED ON THE PROJECT PLANS AND SHALL BE 3.5', 7', 10, 14, OR 21'.
A = THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLlNE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECIFIED, THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN.
WHERE THE CONNECTOR PIPE IS SHOWN ATA CORNER, THE CENTERLlNE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECCESSARY TO INSURE MINIMUM 3" PIPE EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, AND 3" RADIUS OF ROUNDING OF STRUCTURE CONCRETE, ALL AROUND, ADJACENT TO PIPE ENDS. A MONOLlTHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE "A" IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES, OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A MONOLlTHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLlTHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTING STANDARD LENGTHS OF PIPE.
DOWELS ARE REQUIRED AT EACH CORNER AND AT 7' ON CENTER (MAX.) ALONG THE BACKWALL.
ALL CATCH BASINS SHALL INCLUDE INSTALLATION OF A PLACARD STATING "NO DUMPING - DRAINS TO OCEAN" (or WETLANDS or WATERWAYS os opplicoble). PLACARD SHALL BE PLACED
ON THE TOP OF CURB ON THE LEFT SIDE OF THE OPENING ORIENTED SO READABLE FROM THE SIDEWALK. PLACARDS ARE AVAILABLE FROM STORMWATER QUALlTY PROGRAM. a. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
50a MONOLlTHIC CATCH BASIN CONNECTION
507 CATCH BASIN REINFORCEMENT
506 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
510 CATCH BASIN MANHOLE FRAME AND COVER
CURB OPENING CATCH BA51
DRAWN: STAFF CKD.: PAUL WENDT
................;;...,;;-=::.::::- Department of PubJic Works APPR.~~~~~~~;:::...
STANDARD PLAN
2002
PLATE 501
SHEET 2 OF
293
8"
DOWEL DETAlL
STRUCTURAL DATA
WALL AND SLAB DIMENSIONS AND
REINFORCEMENT REQUIREMENTS
CENTER SUPPORT FOR
MULTIPLE GRATES. ONE
GRATING IS REQUIRED
UNLESS OTHERWlSE
SHOWN ON PLANS.
FRAME AND GRATE
PER STO. PLATE 511
PLAN
FLOW UNE
=:'1 i-
-roJ --=- I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
;J--q
~~ 3: =~:=-=-=!Ft.,,¡
I
#4@12"
DOWEL (TYP.) I
.--+-'---I-f----------.-l
SCORING UNE
SEcnON A-A
REQUIRED
REQUIRED
NOT REQUIRED
NOT REQUIRED
NOT REQUIRED
REQUIRED
1-2 4' 6'
1-2 8' 8"
1-2 10' 10"
1-2 12' 10"
3-4 4' 6"
3-4 7' 8"
3-4 8' 8"
3-4 12' 10'
5-6 4' 6"
5-6 6' 8"
5-6 8' 8"
5-6 12' 10"
>6 4' 6"
>6 8' 8"
>6 12' 10"
NO. OF MAXIMUM T REINFORCEMENT FOR
GRATES V WALLS AND SLABS
>
STREET, GUTTER OR
LOCAL DEPRESSIO¡
FACE PLATE ASSEMBLY
SEE PLATE 506
2'-O" FRAME AND
¡-GRATING
I
I
OPTIONAL I
SUBGRADEU -----------------...---'. ··'L \. ~g~~tPJ¡~~ tJrT~~R J T 34" T BASIN CONNECTION
OPTIONAL ROUGHENED
CONSTRUCTlON JOINT(TYP.)
CURB OPENING CATCH BA51N WlTH GRATlNG(S)
DRAWN: STAFF CKD.: PAUL WENDT .
Department of PubJic Works APPR. L. olderromo, P ,el En ineer
STANDARD PLAN
2002
PLATE 502
SHEET 1 OF
294
NOTES:
1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE L1MITS OF EXISTING OR PROPOSED SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAy BE POURED EITHER MONOLlTHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS OF CONCRETE AS THE BASIN. WHEN POURED MONOLlTHICALLY, THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 1" DEEP SAWCUT CONTINUOUSLY AROUND THE
EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUOING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE,
COLOR, FINISH, ANO SCORING TO EXISTING OR PROPOSED CURB AND WALK AOJACENT TO THE BASIN.
2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE SHAPED BY PLASTERING.
3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL ANO LATERAL SLOPE OF 1: 12 MINIMUM ANO 1: 3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4. OIMENSIONS:
5. 6.
&7.
::
N
O
ro
O
; " 8. E
.,
...,
"6
ID
...i
.-
V = THE OIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET = 4.5'.
V
u
= THE OIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE UPSTREAM END OF THE BASIN. Vu SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE 3, BUT SHALL NOT BE LESS THAN CURB FACE PLUS 12".
VI = THE OIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET, NOTED ON THE PROJECT PLANS.
H = 2" UNLESS NOTED ON THE PROJECT PLANS.
W = 2'-11 %" FOR ONE GRATING: AOO 3'-5 %" FOR EACH AODITIONAL GRATING.
A = THE ANGLE, IN OEGREES, INTERCEPTED BY THE CENTERLlNE OF THE CONNECTOR PIPE ANO THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
PLACE CONNECTOR PIPES AS INOICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECIFIED, THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM ENO OF THE BASIN.
WHERE THE CONNECTOR PIPE IS SHOWN ATA CORNER, THE CENTERLlNE OF THE PIPE SHALL INTERSECT THE INSIOE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECCESSARY TO INSURE MINIMUM 3" PIPE EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, AND 3" RADIUS OF ROUNDING OF STRUCTURE CONCRETE, ALL AROUND, ADJACENT TO PIPE ENDS. A MONOLlTHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE "A" IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES, OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A MONOLlTHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLlTHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTING STANDARD LENGTHS OF PIPE.
OOWELS ARE REQUIRED AT EACH CORNER AND AT 7' ON CENTER (MAX.) ALONG THE BACKWALL.
ALL CATCH BASINS SHALL INCLUDE INSTALLATION OF A PLACARD STATING "NO DUMPING - DRAINS TO OCEAN" (or WETLANDS or WATERWAYS os opplicable). PLACARD SHALL BE
PLACED ON THE TOP OF CURB ON THE LEFT SIDE OF THE OPENING ORIENTED SO READABLE FROM THE SIDEWALK. PLACAROS ARE AVAILABLE FROM STORMWATER QUALlTY PROGRAM.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
508 MONOLlTHIC CATCH BASIN CONNECTION
507 CATCH BASIN REINFORCEMENT
506 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
511 FRAME AND GRATING FOR CATCH BASINS
CURB OPENING CATCH BASIN WlTH GRATlNG(S)
DRAWN: STAFF CKD.: PAUL WENDT
;.;;¡,..;..;::;..::::;..:~~ Department of Public Works APPR.~~~6(f.~~;:::,::.-
STANDARD PLAN
2002
PLATE 502
SHEET
295
STREET. GUITER OR OEPRESSED :"\
LOCAL OEPRESSIO"! ORIVEWAY CURS
CURB FACE + H~ ~CURB
/ FRAME ANO 1\ l\ ___ ~HR.""'-. GRATING '\.. 1--
v
r;;:] R .'::1 ,~GRATE m
n: It¡¡ 111 t>- I ::::>
u CENTER SUPPORT ~=, =-=======.= ~tP""
1.. ~I I~ bI~ > FOR MULTlPLE 2'_1~H GRATES --- T T 1-
o : rJI \ " t J1~ ..1 I
I I -r7 \ :::E :::E
I .... '-3" R. "v'i'l I
I
=:c~ "- l' "- 1
I I "- 1 A Ir .¿ ::...:
"-
I
r-.....l J : I I T - _____ --J
CONNECTOR PIPE OPTIONAL ROUGHENED ¿LL.. OR MONOllTHIC CONSTRUCTION JOINT 3: ~o I CATCH BASIN
1'O,e CONNECTlON ; Ile o LOPTIONAL SUBGRAOE I
CENTER : 11 I SECTION A-A
FOR /
-h1r
SUPPORT
MULTlPLE GRATES I :I
1 I
I : I STRUCTURAL DATA
I I WALL AND SLAB DIMENSIONS AND I : I I REINFORCEMENT REQUIREMENTS NO. OF MAX. T REINFORCEMENT FOR
'Oi:r :~f1oL, GRATES V WALLS ANO SLABS t- j 1-2 4' 6" m n:
::::> 1-2 8' 8" NOT REQUIRED
UNE ,/ u FLOW f\
v 1-2 lO' 10"
1-2 12' 10" REQUIRED
PLAN 3-4 4' 6"
NOT REQUIRED
3-4 7' 8"
3-4 8' 8"
REQUIRED
3-4 12' lO"
5-6 4' 6"
NOT REQUIRED
; 5-6 6' 8"
5-6 8' 8"
5-6 12' 8"
>6 4' 6" REQUIRED
>6 8' 8"
>6 12' 10"
CURBSIDE GRATING CATCH BASIN STANDARD PLAN
2002
DRAWN: STAFF CKO.: STAFFt-b /~ _.f1 PLATE 503
Department 01 Public Works .APPR. Gronville M. :C;w:on - SHEET 1 QF 2 296
5. 9.
I
NOTES:
1. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE GRADE, COLOR, FINISH, ANO SCORING TO THE EXISTlNG OR PROPOSED CURB ADJACENT TO THE BASIN.
2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE SHAPED BY PLASTERING.
3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH ANO SHALL HAVE A LONGITUDINAL ANO LATERAL SLOPE OF 1:12 MINIMUM ANO 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEOS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTlONS TO THE OUTLET.
4. DIMENSIONS:
v = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB ANO THE INVERT OF THE CATCH BASIN AT THE OUTLET = 4.5'.
V1= THE DIFFERENCE IN ELEVATlON BETWEEN THE TOP OF THE CURB ANO THE INVERT AT THE INLET . NOTED ON THE PROJECT PLANS.
VU= THE DIFFERENCE IN ELEVATlON BETWEEN THE TOP OF THE CURB ANO THE INVERT AT
THE UPSTREAM END OT THE OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE 3, BUT SHALL NOT BE LESS THAN CURB FACE PLUS 12".
H = 2" UNLESS NOTEO ON THE PROJECT PLANS.
W = 2'-1 1~" FOR ONE GRATING ADD 3'-5~" FOR EACH ADDITIONAL GRATING.
A = THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLlNE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
PLACE CONNECTOR PIPES AS INDICATEO ON THE PROJECT PLANS. UNLESS OTHERWISE SPECIFlEO, THE CONNECTOR PIPE SHALL BE LOCATEO AT THE DOWNSTREAM END OF THE BASIN.
WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLlNE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECCESSARY TO INSURE MINIMUM 3" PIPE EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, AND 3" RADIUS OF ROUNDING OF STRUCTURE CONCRETE, ALL AROUND, ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USEO TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE "A" IS LESS THAN 70 DEGREES OR GREATER THAN 1 10 DEGREES, OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTlONAL USE OF A MONOLlTHIC CATCH BASIN CONNECTlON IN ANY CASE IS PERMITTEO. MONOLlTHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTlNG STANDARD LENGTHS OF PIPE.
6. DOWELS ARE REQUIRED AT EACH CORNER AND AT 7' ON CENTER (MAX.) ALONG THE BACKWALL.
7. ALL CATCH BASINS SHALL INCLUDE INSTALLATION OF A PLACARD STATlNG "DON'T DUMP - DRAINS TO OCEAN". PLACARD SHALL BE PLACEO ON THE LEFT SIDE OF BASIN OPENING.
PLACARDS ARE AVAILABLE FROM STORMWATER QUALlTY PROGRAM.
8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HERIN:
508 MONOLlTHIC CATCH BASIN CONNECTlON
507 CATCH BASIN REINFORCEMENT
51 1 FRAME AND GRATING FOR CATCH BASINS
ONE GRATING IS REQUIRED UNLESS OTHERWISE SHOWN ON THE PROJECT PLANS.
CURBSIDE GRATING CATCH BASIN
DRAWN: STAFF ICKD.: STAFF~
Dep8rtment 01 Public Works APPR. Gronville M. Bo.wmon
STANDARD PLAN
2002
PLATE 503
SHEET '} OF ?
297
, .. LOCATION TIE
-------_-.:..........
CENTER SUPPORT FOR
MULTIPLE GRATES _-G--P.I...:J
........
................ , ........
.-............ ........ ' ................ ............ , ........ ............ ? '\ ... 1
">-.,// ~I----------------------.....:=.¡.:L::::.......~--------------------~~ ~~~() ,-/<7 T '-.. ....!!wc...- ! T .- .
SURFACE l
flOWUN' \
_ .. _ ..
'4" ••
'4' . 1\ <1.
WALL ANO SLAB OIMENSIONS ANO
REINFüRCEMENT REQUIREMENTS
STRUCTURAL DATA
MULTIPLE GRATES
OPTIONAL ROUGHENED
CONSTRUCTION JOINT (TYP)
.s.ECTlQ~ A-A
NO. OF MAX. T
GRATES V
REINFORCEMENT FOR
WALLS AND SLABS
1-2 4' 6"
1-2 S' S"
1-2 10' 10"
1-2 12' 10"
3-4 4' 6"
3-4 7' S"
3-4 S"
3-4 12' 10"
5-6 6"
5-6 6' S"
NOT REQUIRED
REQUIRED
NOT REQUIRED
REQUIRED
NOT REQUIRED
5-6 S' S"
5-6 12' 10"
>6 4 6 REQUIRED
>6 S S
>6 12 10
GRArED CATCH BA5IN-AlLEY (LONGITUDINAL)
DRAWN: STAFF CKD.: PAUL WENDT
Department of Pu
STANDARD PLAN
2002
PLATE 504
SHEET
298
NOTES:
1. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE SHAPED BY PLASTERING.
2. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL ANO LATERAL SLOPE OF 1: 12 MINIMUM ANO 1: 3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEOS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALl DIRECTIONS TO THE OUTLET.
3. DIMENSIONS:
v = 3.5 FT.
V
U
= THE DEPTH AT THE UPSTREAM END OF THE BASIN AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE 2, BUT SHALL NOT BE lESS THAN 2.5'.
VI = THE DEPTH AT THE INVERT OF THE INLET. NOTED ON PLANS.
W = 2'-11 %" FORüNE GRATING ADD 3'-5 %" FOR EACH ADDITIONAL GRATING.
A = THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLlNE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHEO.
4. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PlANS. UNLESS OTHERWlSE SPECIFIED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN.
WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERlINE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT ANO TRIMMED AT A SKEW NECCESSARY TO INSURE MINIMUM 3" PIPE EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, ANO 3" RADIUS OF ROUNDING OF STRUCTURE CONCRETE, ALL AROUND, ADJACENT TO PIPE ENDS. A MONOLlTHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE "A" IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR PIPE IS LOCATEO IN A CORNER. THE OPTIONAL USE OF A MONOLlTHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLlTHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTING STANDARD LENGTHS OF PIPE.
.&. 5. ALL CATCH BASINS SHALL INCLUDE INSTALLATION OF A PLACARD STATING "NO DUMPING - DRAINS TO OCEAN" (or WETLANDS or WATERWAYS as applicoble). PLACARD SHALL BE
PLACEO ON THE TOP OF CURB ON THE LEFT SIDE OF THE OPENING ORIENTED SO READABLE FROM THE SIDEWALK. PLACARDS ARE AVAILABLE FROM STORMWATER QUALlTY PROGRAM.
6. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
508 MONOLlTHIC CATCH BASIN CONNECTION
507 CATCH BASIN REINFORCEMENT
511 FRAME ANO GRATING FOR CATCH BASINS
7. ONE GRATING IS REQUIRED UNLESS OTHERWlSE SHOWN ON THE PROJECT PLANS.
GRATED CATCH BA5IN-ALLEY (LONGITUDINAL)
DRAWN: STAFF CKD.: PAUL WENDT
Department 01 Public Works APPR. L olderromo. PE. Cit En ineer
STANDARD PLAN
2002
PLATE 504
SHEET 2
299
SECTION A-A
I ' '", ' .. ', ',', 1-
OP110:~~-~~~~~~~~7-----~ONN:CTOR PIPE OR
MONOLlTHIC CATCH
BASIN CONNECTION
S 35 %" -.J >
: .. "" 3"R
<l,
.. " .. '
:
T 1_
SURFACE FLOWLINE
s
L
JT W
2-L 4" X 3" X ,W X 62" I
FOR 2 GRATES, ADD 2'-2" «...-J
FOR EACH ADDITIONAL GRATE
PLAN
CUT, BEND AND WELD
ANGLE TO MAINTAIN
GRATING IN PLANE OF
FINISHED SURFACE
OPTIONAL
ROUGHENED
~gl~~TRUCTION [~_:-::_~ __=_:': __::'_':": __:-:_~__~:.~__..:Jl-:e:.';__::o::_~ __:-'::_:: __=-=_j_:_~__:-:1..:
OPTIONAL SUBGRADE
SECTION S-S
FINISHED SURFACE
STRUCTURAL DATA
WALL AND SLAB DIMENSIONS AND
REINFORCEMENT REQUIREMENTS
NO.OF MAX. T REINFORCEMENT FOR
GRATES V WALLS AND SLABS
2-3 4' 6"
2-3 8' 8" NOT REQUIRED
2-3 10' 10"
2-3 12' 10" REQUIRED
4-6 4' 6" NOT REQUIRED 4-6 7' 8"
4-6 8' 8" REQUIRED
4-6 12' 10"
7-9 4' 6"
7-9 6' 8" NOT REQUIRED
7-9 8' 8"
7-9 12' 10"
>9 4' 6" REQUIRED
>9 8' 8"
>9 12' 10"
GRATED CATCH SASIN-AllEY (TRANSVERSE)
DRAWN: STAFF CKD.: PAUL WENDT
STANDARD PLAN
2002
PLATE 505
SHEET 1 Of 2
300
"-N
!Xl
O
;
O
E
Ql
"6"
ID
..,j
NOTES:
1. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, ANO SHALL NOT BE SHAPED BY PLASTERING.
2. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH ANO SHALL HAVE A LONGITUDINAL ANO LATERAL SLOPE OF 1: 12 MINIMUM ANO 1: 3 MAXIMUM. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
3. DIMENSIONS:
V = 3'-6" UNLESS NOTED ON PROJECT PLANS.
VI = THE DEPTH AT THE INVERT OF THE INLET. NOTED ON PLANS.
W = 4'-3 )2" FOR TWO GRATINGS; ADD 2'-2" FOR EACH ADDITIONAL GRATING.
A = THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLlNE OF THE CONNECTOR PIPE ANO THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
4. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECIFIED, THE CONNECTOR PIPE SHALL BE LOCATED AT THE OOWNSTREAM ENO OF THE BASIN.
WHERE THE CONNECTOR PIPE IS SHOWN AT ACORNER, THE CENTERLlNE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT ANO TRIMMED AT A SKEW NECCESSARY TO INSURE MINIMUM 3" PIPE EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, ANO 3" RADIUS OF ROUNDING OF STRUCTURE CONCRETE, ALL AROUND, ADJACENT TO PIPE ENDS. A MONOLlTHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE "A" IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES, OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A MONOLlTHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLlTHICCATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTING STANDARD LENGTHS OF PIPE.
'&5. ALL CATCH BASINS SHALL INCLUDE INSTALLATION OF A PLACARD STATING "NO DUMPING - DRAINS TO OCEAN" (or WETLANDS or WATERWAYS as opplicable). PLACARO SHALL BE
PLACEO ON THE TOP OF CURB ON THE LEFT SIDE OF THE OPENING ORIENTED SO READABLE FROM THE SIDEWALK. PLACARDS ARE AVAILABLE FROM STORMWATER QUALlTY PROGRAM.
6. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HERIN:
508 MONOLlTHIC CATCH BASIN CONNECTION
507 CATCH BASIN REINFORCEMENT
511 FRAME ANO GRATING FOR CATCH BASINS
7. TWO GRATINGS ARE REQUIRED UNLESS SHOWN ON THE PROJECT PLANS.
CITY 0/= GRATED CATCH BASIN-ALLEY (TRANSVERSE)
'/4AII A1'WA.J IDRAWN: STAFF IcKD.: PAUL WENOT ./-..22.. , L -......, J)epartment of Public Works APPR. L. ¿;;err:'o. ;E. City EnQineer
STANDARD PLAN
2002
PLATE 505
SHEET 2 OF 2
301
TYPICAL
3i-0 STEEL ANCHORS. 21 - O.C. MAX.
ALTERNATE UPPER AND LOWER ANCHORS
AS SHOWN.
TYPICAL
Ito X 8" STEEL ANCHORS, 15" O.C. MAX.
ALTERNATE UPPER AND LOWER ANCHORS
AS SHOWN.
DRAWN: STAFF ICKD STAFF 49_
5/16" X 10- FACE PLATE
3-14 BAR X Pr + 6") IN ADDITION TO
REINFORCING STEEL PER APPLICABLE
CATCH BASIN STANDARD PLAN.
HEX NUTS 1 1 yi.„
1 143" HOLE IN PLATE
V DIA. COUNTERSINK-1" C.TO C. ON SUPPORT BOLT
FOR SET SCREW. NONE REQUIRED FOR CURB FACE LESS
THAN Y. THREE REQUIRED FOR r CURB FACE. ADD ONE
COUNTERSINK FOR EACH INCH OF CURB FACE GREATER
THAN r.
1 - SUPPORT BOLT
LENGTH = C.F. +
4A = 18' FOR CURB BATTER LESS THAN 2:12
= 9' FOR CURB BATTER 2:12 THRU 4:12
= AS SHOWN ON THE PROJECT PLANS FOR
ALL OTHER CURB BATTERS.
SECTION
HOOK ANCHOR - 43k" TOP SLAB
ROUND-HEAD ANCHOR - 43" TOP SLAB
CITY OF DETAIL OF CATCH BASIN OPENING
STANDARD PLAN
2002
PLATE 506
Department of Public Works APPR
Granville M. Bowmen _SHEET 1 OF 3
302
END ANCHOR WITH COUPLING
AND SET SCREW FACE PLATE
SUPPORT BOLT WITH
ADJUSTABLE STIRRUP (TYP.)
F
3/4" DIA. PROTECTION BAR
END ANCHOR
FLATTEN ANCHOR ENDS
TO PREVENT TURNING -
DRILL 1/2" HOLE,
1/4" DEEP
2" 2"
STD. 3/4" STEEL COUPLING j
TO FIT SNUG OVER ENTIRE
LENGTH (3/4" NPS THREAD)
END ANCHOR DETAIL
STD. 3"
STEEL "PIPE
PROTECTION BAR
DRILL AND TAP HOLE AND INSTALL
3/8"-NC X 1/2" SOCKET SET SCREW
WI 3/16" RECESSED HEX HOLE
1 - 1/4"
5/16"
,f3"R (TYP.)
STIRRUP
16"
DRILL AND TAP HOLE AND INSTALL
3/8"-NC X 1/2" SOCKET SET SCREW
"T" WITH 3/16" RECESSED HEX HOLE
DOWNSTREAM L
END OF BASIN
ELEVATION
DOUBLE PROTECTION BAR DETAIL
PROTECTION BAR AND STIRRUP LOCATION STIRRUP DETAIL
CITY OF DETAIL OF CATCH BASIN OPENING
DRAWN: STAFF I CKD • STAFF Cz,.&
STANDARD PLAN
2002
PLATE 506
Department of Public Works Granville M. Bowman SHEET 2 of .3 APPR 303
0:12
1:12
CU RBB
ATTE R
2:12
3:12
4:12
DIM ENSION
It)
NOTES:
GENERAL
1. ALL PARTS SHALL BE STEEL EXCEPT THE SET SCREWS, WHICH SHALL BE STAINLESS STEEL OR BRASS.
2. EXCLUDING SET SCREWS, ALL EXPOSED METAL PARTS SHALL BE GALVANIZED AFTER FABRICATION.
3. THE CURB FACE SHALL BE NOTED ON THE PROJECT PLANS.
4. THE CURB BATTER SHALL BE 3:12 UNLESS OTHERWISE NOTED ON THE PROJECT PLANS.
FACE PLATE
5. FACE PLATE LENGTHS SHALL BE CATCH BASIN "W" PLUS 12 INCHES.
6. WHEN THE LENGTH OF THE FACE PLATE IS BETWEEN 22 FT. AND 43 FT., 2 SECTIONS MAY BE USED. WHEN THE LENGTH EXCEEDS 43 FT., 3 SECTIONS MAY BE USED. SECTIONS SHALL BE BUTT WELDED TOGETHER IN THE FIELD, THOROUGHLY CLEANED, PRIMED, AND TWO COATS OF ALUMINUM PAINT APPLIED. ALL OTHER WELDING SHALL BE DONE BEFORE GALVANIZING.
7. WHERE CATCH BASINS ARE TO BE CONSTRUCTED ON CURVES, THE MAXIMUM CHORD LENGTH FOR THE FACE PLATE SHALL BE SUCH THAT THE MAXIMUM PERPENDICULAR DISTANCE TO THE TRUE CURVE SHALL NOT EXCEED ONE INCH.
WHERE MORE THAN ONE CHORD IS REQUIRED, CHORD LENGTHS SHALL BE EQUAL. CHORD SECTIONS SHALL BE BUTT WELDED TOGETHER.
ti
0 8. ROUND HEAD ANCHORS FOR THE FACE PLATE SHALL BE NELSON H-4F SHEAR CONNECTOR, KSN WELDING SYSTEMS DMSION SHEAR CONNECTOR, OR EQUAL.
SUPPORT BOLT
9. SUPPORT BOLTS ARE REQUIRED WHEN THE LENGTH OF THE CATCH BASIN OPENING IS 7 FT. OR GREATER, AND SHALL BE EVENLY SPACED ACROSS THE OPENING. SPACING SHALL NOT BE LESS THAN 3 FT. 6 INCHES ON CENTER, NOR GREATER THAN 5 FT. ON CENTER.
STIRRUP
10. THE MATERIAL SHALL BE CAST STEEL.
PROTECTION BAR
11. ALL BARS SHALL BE INCH GALVANIZED, HOT-ROLLED STEEL PER A.S.T.M. DESIGNATION A-36.
BAR LENGTHS SHALL NOT EXCEED 21 FT., AND SHALL BE CUT TO FIT IN THE FIELD. WHEN "W' IS OVER 21 FT., THE PROTECTION BAR SHALL CONSIST OF TWO OR MORE SECTIONS DEPENDING ON THE LENGTH OF THE BASIN. THE LOCATION OF SPECIAL SUPPORT BARS AND ADDITIONAL BRASS SOCKET SET SCREW SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD.
12. A SPECIAL CONNECTOR BETWEEN THE PROTECTION BARS SHALL CONSIST OF A 5 INCH LENGTH OF STANDARD 14 INCH PIPE WITH STANDARD COUPLINGS FULLY THREADED ONTO EACH END, DRILLED AND TAPPED FOR A SOCKET SET SCREW AS DETAILED FOR THE DOWNSTREAM END ANCHOR.
13. NUMBER OF PROTECTION BARS AND LOCATION(S) ARE AS FOLLOWS:
0 MAXIMUM CURB FACE
0" -6* 7" 8" 9" 10" 11" 12" 13- 14" 15" 16" 17" 18"
0 0 3.5" 3.5" 3.5" 4.5" ' 4.5" 5.5" 3.5" 3.5" 4.5" 4.5" 4.5" 0 0 5.5" 5.5"
0 0 5.5"
0 0 3.5" 4.5" 4.5" 4.5"
0 3.5" 3.5" 4.5" 4.5" 5.5" 3.5" 3.5" 4.5" 4.5" 5.5" 4.5" 4.5" 1 2 3
NUMBER OF PROTECTION BARS
FOR OTHER CURB FACE OR BATTER, SEE PROJECT PLANS.
DARD PLAN
CITY OF DETAIL OF CATCH BASIN OPENING STAN 2002
DRAWN: STAFF ICKD. STAFF PLATE 506
Department of Public Works APPR
Gconvift M. Bowmon SHEET OF 3
304
FACE PLATE ASSEMBLY —\ TOP SLAB REINFORCEMENT (SEE r CATCH BASIN STANDARD PLAN) >
En
ce
D
o
I Z -i. --, —0-- L ..e._ _a. __,
REAR WALL
+ 1
I
I
I
6-1 (-) ►
LL 2" CLR. E BARS
G BARS
L .1„-- C BARS
l• 1-6---0 BARS T -
1 1
1 4
,
.1
I
--I
1 __
1.--
-
---.--
2" CLR.
A BARS
-,-)
1,-)
A BARS----..,1• F BARS
4 2" CLR .— r•-.1
(.1
.. X •I
.1 13 BARS
1r
•
I Tf
1 •
-t- *I •-
••••- --
FRONT WALL A X/3
e)
BOTTOM SLAB
MIN.
TYPICAL REINFORCEMENT DETAILS
CURB OPENING CATCH BASIN REINFORCEMENT
MAX.
W
MAX.
V
T If A & B
BARS
C
BARS
D
BARS
E
BARS
F
BARS
G
BARS
3.5' 8' 6" 6"
3.5' 12' 8" 8"
7 ' 6' 6" 6"
7' 12' 8" 8"
14' 4' 6" 6" #4 0 12" #4 0 18"
14' 8' 6" 8" #4 0 12" #4 0 18"
14' 12' 8" 10" #4 0 C #4 0 18"
28' 4' 6" 6" #4 0 24" #4 0 18"
28' 5' 6" 8" #4 0 24" #4 0 18"
28' 6' 6" 8" #4 0 18" #4 0 18"
28' 7' 8" 8" #4 0 17" #4 0 18"
28' 8' 8" 8" #4 0 13" #4 0 18"
28' 9' 8" 10" #4 0 15" #4 0 18"
28' 10' 8" 10" #4 0 12" #4 0 18"
28' 11' 8" 10" #5 0 15" #4 0 10" #4 0 18" #4 0 18"
28" 12' 8" 10" #6 0 18" #4 0 9" #4 0 18" #4 0 18'
FOR W > 28' OR B > 4' SEE PROJECT PLANS
CITY OF CATCH BASIN REINFORCEMENT STANDARD PLAN
2002
PLATE 507
SHEET 1 OF 2
DRAWN: STAFF 'OKI) • STAFF 4.,5
Department of Public Works APPR GranvilleM. Bowman
305
TYPICAL REINFORCEMENT DETAILS
V
T
SIDE AND END
WALL STEEL
MAX. C BARS
4' 6" #4 0 10"
8' 8" #4 0 6"
12' 10" #5 0 6"
FOR V > 12' SEE PROJECT PLANS
GRATING CATCH BASIN REINFORCEMENT
NOTES:
UNLESS OTHERWISE SPECIFIED, REINFORCEMENT FOR CURB OPENING AND GRATING CATCH BASINS SHALL TERMINATE 2" FROM FACE OF CONCRETE.
Granville M. owmon
CITY OF CATCH BASIN REINFORCEMENT
DRAWN: STAFF I CKD • STAFF 1.-1
Department of Public !forks APPR
STANDARD PLAN
2002
PLATE 507
SHEET 2 OF 2
306
PLAN
CORNER CONNECTION
"0" BARS-2 ABOVE AND
2 BELOW OPENING
12"
14016"
"C" BARS
4 S
PLAN
SIDE CONNECTION
Gronvill M. Bowman
Is` •\'`)
3"R /
12"
14018"
"C" BARS SECTION A-A
STRUCTURAL DATA
B T C
BARS
D&E
BARS
B T C
BARS
D&E
BARS
11/11111151111 1621E51
9#
11E11E2 45" 7-
18" 416" 48" 8"
21" 5 FBI 8V.
2e rall VIEill 9-
11511141111
0 g#
5r 914"
0 30" 6" 60" 91h"
Ina 614" 63" 10"
36" 6 16" 66" 1014"
39" ligil 69" 10X"
IIIIIIIIIIM MISS
FOR "Er GREATER THAN 72", SEE PROJECT PLAN
NOTES;
1. REINFORCING STEEL SHALL BE 1 IF CLEAR FROM
FACE OF CONCRETE UNLESS OTHERWISE SHOWN.
2. REINFORCING STEEL FOR INSIDE FACE OF CATCH
BASIN WALL SHALL BE CUT AT CENTER OF OPENING
AND BENT INTO WALLS OF MONOLITHIC CONNECTION.
REINFORCING STEEL FOR OUTSIDE FACE OF CATCH
BASIN WALL SHALL BE CUT 2" CLEAR OF OPENING.
3. CONNECTION SHALL BE POURED MONOLITHIC WITH
CATCH BASIN. THE ROUNDED EDGE OF OUTLET SHALL
BE CONSTRUCTED BY POURING CONCRETE AGAINST
A CURVED FORM WITH A RADIUS OF 3".
4. FLOOR OF STRUCTURE SHALL BE STEEL-TROWELED
TO SPRING LINE.
5. CONNECTIONS SHALL BE CONSTRUCTED WHEN:
(A) PIPE INLET OR OUTLET IS THROUGH CORNER
OF CATCH BASIN.
(B) ANGLE A. FOR PIPES UP TO 30' IN DIA_
IS LESS THAN 70' OR GREATER THAN 110'.
"E" BARS-2 ABOVE AND
2 BELOW OPENING
"E" BARS-2 ABOVE AND
2 BELOW OPENING
CITY OF MONOLITHIC CATCH BASIN CONNECTION
STANDARD PLAN
2002
DRAWN : STAFF ICKD • STAFF /4q
Department of Public Works APPR
PLATE 508
SHEET 1 OF 1
307
-..---- FLOW
WEAKENED
PLANE JOINT
DRAWN: STAFF
5' 6' W 6' 5'
-J
Ce
O
L ce
0 FLOW FLOW
FLOW S.2
Lu U)
wa WEAKENED
>- PLANE JOINT
0 Di
LIJ \\\
0340,C' <S)C,
GRADE
A —."1
PLAN — CASE A
A l
6'
STRAIGHT
(/)
4! -J
a
-J
0 z
li
0 _J
O
z
‘>-
EDGE OF
GUTTER
2.5' IF 18" GUTTER
2' IF 24" GUTTER (TYP.)
PLAN — CASE B
SEE NOTE 3
A
-J
O
-J
0 FIN
/
Stio 'T,4lic
C1?4De Air FLOW ---- --*---- N\ FLOW
WEAKENED
PLANE JOINT
(TYP.)
PLAN — CASE C
SEE NOTE 4
CITY OF LOCAL DEPRESSION FOR
SIDE OPENIN CATCH j3AS IN
ICKD • STAFF
Department of Public Works
STANDARD PLAN
2002
PLATE 509
SHEET 1 OF 2
APPR
Granville M. Bowmon
308
NOTES:
1. H = 2" FOR CASES A & B, H=1" FOR CASE C UNLESS SPECIFIED OTHERWISE
2. F'c = 3000 PSI AT 28 DAYS. "C" GRADATION
3. CASE B WILL BE USED ONLY WHEN THE AGENCY HAS APPROVED THE USE FOR SPECIAL CIRCUMSTANCES.
4. USE CASE C IF FLOW FROM EACH DIRECTION IS LESS THAN 1CFS M = 4' FOR CASES A & B
= GUTTER WIDTH FOR CASE C
SECTION A-A
CITY OF
Department of Public Works ApeR
DRAWN: STAFF
LOCAL DEPRESSION FOR
SIDE OPENING CikTCH IN
ICKD • STAFF &h.
Granville M. Bowman
STANDARD PLAN
2002
PLATE 509
SHEET 2 OF 2
309
• ETAIL "C"
DRILL AND TAP HOLE; INSTALL 4'4 x 1 14" STAINLESS
STEEL SOCKET SET SCREW WITH %" RECESSED HEX
HOLE. ALL THREADS TO BE N.C.
INSTALL
LOCKING
DEVICE
V' DIA. PICK HOLE
no- DIAMOND MAT
143" DEEP
INSTALL LOCKING
DEVICE
A
AGENCY DESIGNATED INSCRIPTION.
ALL LETTERS 1" HIGH. NO OTHER
INSCRIPTION TO APPEAR ON
EXPOSED SURFACES.
23 %" OUTSIDE DIA. OF COVER
DETAIL "B"
LOCKING DEVICE
PLAN 1/16"
•
NMI
22- DIA. CLEAR OPENING
SECTION A—A
DETAIL "B"
GAP IN RIM OF COVER OPPOSITE
PICK HOLE
BOTTOM OF MANHOLE COVER
NNW
OUTLINE WHERE
RIB JOINS RIM
)f3'
SAME ANGLE
THROUGHOUT
J OUTLINE WHERE
RIBS JOIN
7 DETAIL "C"
NOTES;
1. THE CAST IRON USED SHALL CONFORM WITH ASTM A-48M CLASS 35B.
2. THE FRAME AND COVER SHALL BE COATED WITH ASPHALTUM OR BITUMINOUS PAINT AFTER TESTING AND INSPECTION.
3. FOUNDRY INDENTIFYING MARK. HEAT AND DATE SHALL BE CAST ON THE BOTTOM OF THE COVER AND ON THE INSIDE OF THE FRAME.
4. IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN MARKING IN COMPLIANCE WITH FEDERAL REGULATIONS.
5. WEIGHT OF FRAME SHALL BE 30 LBS.. WEIGHT OF COVER SHALL BE 85 LBS. ACTUAL WEIGHTS SHALL BE WITHIN A RANGE OF 95% TO 110%.
CITY OF CATCH BASIN MANHOLE FRAME AND COVER
DRAWN : STAFF CKD STAFF
Department of Public Works
STANDARD PLAN
2002
PLATE 510
SHEET 1 OF 1
APPR
Granville M. Bowman
310
1 '-89fi" FOR 24" GRATE
r-A
C
BEARING
BARS
C
C
%"0
CROSS \
BARS
C
-■-1 72 FOR 24" GRATE
AV
tr)
:kJ
to
NOTES;
1. WEIGHT OF 24" GRATE = 192 LBS.
2. %"o CROSS BARS MAY BE FILLET
WELDED, RESISTANCE WELDED, OR
ELECTRO -FORGED TO BEARING BARS.
3. ALL PARTS ARE TO BE GALVANIZED AFTER
FABRICATION.
4. ALL DIMENSIONS ARE FINISHED DIMENSIONS,
AND INCLUDE GALVANIZING.
5. ALL THREADS SHALL BE NATIONAL COARSE.
6. CENTER SUPPORT ASSEMBLY REQUIRED WHEN
MORE THAN ONE GRATE IS CALLED FOR.
L A
ELAN
2 16" X )ili" END BAR; TYPICAL AT BOTH ENDS
3' -4"
\ BEARING BARS: 3 lh"X %"
12 BARS AT 743" O.C.
1' -11 %" FOR 24" GRATE
TYP.
SECTION A A
ATTENTION; PREFER CURB OPENING C.B., NO C.B. WITH GRATES
IS PERMITTED WITHOUT PRIOR APPROVAL,
CITY OF BICYCLE PROOF GRATE DETAILS
DRAWN: STAFF I CKD • STAFF
STANDARD PLAN
2002
PLATE 511
Department of Public Works PR
Granville M. owmon _ SHEET 1 OF 1
311
CONCRETE (560-C-3250)
L
3-14 TIES
SEE NOTE 5
D L
12" 12" 4"
18' "
24"
30" 18
36" 18" 9
42" 18 9„
48" 18 10"
57" 18" 10"
60 'MUNI
66 Emu
72 24 12
NOTES;
1. A CONCRETE COLLAR IS REQUIRED WHEN THE CHANGE IN GRADE OR ALIGNMENT EXCEEDS 10 PERCENT.
2. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR TIES SHALL BE D + (2 x WALL THICKNESS) + T.
3. FOR PIPE LARGER THAN 72", A SPECIAL COLLAR DETAIL IS REQUIRED.
4. FOR PIPE SIZE NOT LISTED, USE THE NEXT SIZE LARGER.
5. REINFORCING SHALL BE USED WHERE THE PIPE DIA. IS GREATER THAN 21" AND ON ALL ALL PIPES WHERE THE SPACES BETWEEN THE EXTREME OUTER ENDS IS 3" OR LARGER.
6. PIPE MAY BE CORRUGATED METAL PIPE, CONCRETE PIPE, OR REINFORCED CONCRETE PIPE.
7. NOT TO BE USED FOR A SIZE CHANGE.
CITY OF CONCRETE COLLAR
DRAWN: STAFF I CKD STAFF
STANDARD PLAN
2002
PLATE 512
Department of Public Works APPR
Granville. M. Bowman SHEET 1 OF 1
312
10k t -
'Ir44kV jig 111A1Fir
41/411111■ 11.
#4 0 4" O.C.
C
t
6- X2" LEVEL PIPE SEAT
STREET GRADE
EDGES TO BE ROUNDED
TO 3" RADIUS
R=I.D. OF SPUR
#4 0 4" O.C. DETAIL N PLAN
(SHAFT NOT SHOWN)
SEE NOTE 3
PLAN
(SHAFT NOT SHOWN)
STREET GRADE MANHOLE FRAME, COVER, RINGS &
SHAFT PER STD. PL. No. 516, 517
-31"ra4Er- ivr"-- (16:,4(rstaEL
SECTION A-A
O'-8'
8'+
H
10"
8"
T
SECTION B-B
.KBOPPONNI'L
SECTION C-C
NOTES:
1. HEIGHT H (IN SEC. A—A, B—B. AND C—C) SHALL NOT BE LESS THAN 4'-0", BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M IS NOT LESS THAN THE MINIMUM SPECIFIED, AND THE REDUCER IS USED. FOR H (IN SEC. C—C) SEE NOTE 4.
2. LENGTH L SHALL BE 4 FEET UNLESS OTHERWISE SHOWN ON THE PLAN. L MAY BE INCREASED OR THE LOCATION OF THE MANHOLE SHIFTED TO MEET THE PIPE ENOS.
3. MANHOLE SHAFT SHALL BE CONSTRUCTED PER SEC. C—C AND DETAIL N WHEN DEPTH 14, FROM FINISHED GRADE TO TOP OF BOX, IS LESS THAN 36".
4. DEPTH M MAY BE REDUCED TO AN ABSOLUTE MINIMUM OF 6" WHEN LARGER VALUES OF M WOULD REDUCE H (IN SEC. C—C) TO 3'-6" OR LESS.
5. CRADLE OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION
EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT THE SPRING LINE.
CITY OF
Department of Public Works
MANHO
(MAIN UNE 4
ICKD • STAFF
NO. 1
OR SMALLER)
STANDARD PLAN
2002
PLATE 513
SHEET 1 OF 1
DRAWN: STAFF if
APPR
G onville M. Bowmon
313
OPTIONAL OUTSIDE
FACE OF CONCRETE
8-#4 BARS
3-#4 BARS
4' -8" LONG 3" 0.C.
CONT. ADM_
BARS 6" 0.C. TO
INSIDE EDGE OF
MANHOLE
PLAN
(RINGS AND COVER NOT SHOWN)
FINISHED GRADE
CONCRETE RINGS
5" x1" RING SEAT
#4 BARS
6"
PLAN
(SHAFT NOT SHOWN)
MANHOLE FRAME & COVER
PER STD. PLATE 516 & 517
14 BARS itro.c.
BOTH WAYS TO BE
USED WHEN D IS
NOTES: 60" OR OVER
1. D BARS SHALL BE #5 FOR D=48" TO 84" INCLUSIVE AND
#6 FOR D=90" OR OVER. TIE BARS SHALL BE #3 BARS.
2. DETAIL M: WHEN DEPTH OF MANHOLE FROM FINISHED
GRADE TO TOP OF BOX IS LESS THAN 36" CONSTRUCT
MONOLITHIC SHAFT AS PER DETAIL M. SHAFT FOR ANY
DEPTH OF MANHOLE MAYBE CONSTRUCTED AS PER
DETAIL M.
3. REINFORCING STEEL TO BE 2" CLEAR FROM FACE OF
CONCRETE UNLESS OTHERWISE SPECIFIED.
4. RINGS, REDUCER AND PIPE FOR ACCESS SHAFT SHALL
BE SEATED IN MORTAR AND NEATLY POINTED OR WIPED
INSIDE THE SHAFT.
5. CRADLE OF MANHOLE SHALL BE POURED IN ONE
CONTINUOUS OPERATION, EXCEPT THAT A CONSTRUCTION
JOINT WITH A LONGITUDINAL KEYWAY MAYBE PLACED AT
THE SPRING LINE.
TABLE OF VALUES FOR 'F'
D F
48" 8"
51" & 54" 9"
57", 60", 63", 66" 10"
69" & 72" 11"
78", 84", 90", 96" 14"
102", 108". 114" 16"
120", 126", 132", 138", 144" 18"
Granville M. Bowmon
CITY OF MANHOLE No. 2
MAIN LINE§4 OR ER)
DRAWN: STAFF I CKD STAFFL4
Department of Public Works APPR
STANDARD PLAN
2002
PLATE 514
_SHEET 1 OF 1
314
SIZE & SPACING OF STEEL AS SHOWN
ON PLAN, EXCEPT THAT 5 BARS ON
EACH SIDE OF SHAFT SHALL BE NOT
SMALLER THAN #5 BARS, 4"0.C. OR
EQUIVALENT 7' —0"
'''
''''' :. -:•:: ,,•? :-.-::
..,'' • . • • -.N._ ti....L. L.2,;,- . ,, -.
#5 BARS
5' LONG,4"C.C.
B OR C
SECTION A-A B OR C
L
5 BARS 7' LONG, 4"0.C.,
OF SIZE SHOWN FOR
TRANSVERSE STEEL, BUT
NOT SMALLER THAN #5
BARS. WARP THESE BARS
UNDER BARS THAT HAVE
BEEN CUT FOR SHAFT
OPENING.
STREET GRADE
RING SEAT
OMIT FILLET —/
UNDER SHAFT
SECTION C-C
SEE NOTE 2
FOR INSTALLATION DETAILS
SEE PLATE 516 & 517 STREET GRADE
CONC. RINGS
& REDUCER
6"x2" PIPE SEAT
OMIT FILLET
UNDER SHAFT
SECTION B B
MANHOLE FOR
BOX SECTION STORM DRAIN
PLAN
(SHAFT NOT SHOWN)
NOTES;
1. FOR DETAILS OF ACCESS SHAFT SEE PLATE No. 516 & 517.
2. DEPTH M: WHEN DEPTH M FROM STREET GRADE TO TOP OF THE BOX IS LESS THAN 2'-10 16" FOR PAVED STREETS OR 3'-6" FOR UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C—C.
CITY OF MANHOLE No. 3
(IN CONCRETE BOX STORM DRAIN)
STANDARD PLAN
2002
DRAWN : STAFF PLATE 515 ICKD STAFF •
Department of Public Works APPR.
Granville M. Bo man SHEET 1 OF 1
315
A A
VERTICAL SECTION
OF REINFORCED CONCRETE
ECCENTRIC MANHOLE SHAFT
PLAN VIEW SECTION A-A
MANHOLE FRAME & COVER
REFER TO PLATE 517
24" DIA.
SEE RING SECTION
FOR JOINT DETAILS
MORTAR COLLAR
(SEE NOTE 1) 2 V•RINGS SHALL BE REINFORCED
WITH TWO 1/4" ROUND STEEL HOOPS:
( 6"& 8" RINGS SHALL BE REINFORCED
WITH 4 & 6 HOOPS RESPECTIVELY,
2 %" APART.
30" EDIA.
4W' MIN.
REINF. RISER
REDUCER RING
#2 COILS
4W'
#2 TIE BARS
4 REQUIRED
ANY STANDARD PIPE END CROSS SECTION
OF REINFORCED CONCRETE RING
2"
2" PIPE SEAT
NOTES;
1. MORTAR COLLAR AROUND COVER FRAME SHALL BE OMITTED IN PAVED STREETS.
2. ALL JOINTS SHALL BE FILLED WITH MORTAR AND NEATLY POINTED OR WIPED ON INSIDE OF SHAFT.
CITY OF
STANDARD PLAN
2002
PLATE 516
CONCRETE GS RIN_, REDUCER
FOR
RE
MANHOft SH
DRAWN: STAFF I CKD STAFF
Department of Public Works Grenville M. Bowmon SHEET 1 OF 1 APPR
316
ALHAMBRA A-1490
COVER WT. = 263 lbs.
FRAME WT. = 210lbs.
TOTAL WT. = 473 lbs. 0L carpi> ow/a) 0(_
goi todst Q)r•
4':04; Q 2A °
27 3/15”
MEMO
0 MIL
11/1117 Iii j 1
/11///1 1,
PLAN
SECTION
NOTES:
1. MANHOLE FRAMES AND COVERS SHALL BE ALHAMBRA A-1490, (OR APPROVED EQUAL) WITH ASPHALTUM PAINT.
2. FOUNDRY MARK SHALL BE SHOWN ON THE FRAME (INSIDE OR OUTSIDE) AND ON THE BOTTOM OF THE COVER.
3. COVERS SHALL BEAR THE LETTER "D" FOR STORM DRAINS AND "S" FOR SEWERS.
THE LETTERS SHALL BE APPROXIMATELY 2 1/2" HIGH WITH 1/2" LINE WIDTH AND PLACED IN THE CENTER OF THE COVER. COVERS SHALL ALSO BEAR THE AGENCY'S IDENTIFICATION IN ACCORDANCE WITH INSTRUCTIONS FURNISHED BY THE AGENCY.
ALL LETTERS SHALL BE FLUSH WITH THE FINISHED SURFACE OF THE COVER.
4. COVERS FOR MANHOLES LOCATED IN EASEMENTS, PARKWAYS, AND ALL OTHER
PLACES EXCEPT PAVED STREETS OR ALLEYS SHALL BE PROVIDED WITH ALLEN SOCKET SET SCREW LOCKING DEVICES. THE CONTRACTOR SHALL DRILL AND TAP TWO HOLES TO A DEPTH OF 1 INCH AT 90 DEGREES TO PICK HOLE AND INSTALL 3/4 BY 3/4 INCH ALLEN SOCKET SET SCREWS.
5. THE WEIGHT OF THE COVER SHALL NOT VARY MORE THAN FIVE PERCENT FROM THAT SHOWN.
CITY OF MANHOLE FRAME AND COVER
STANDARD PLAN
2002
PLATE 517
SHEET 1 OF 1
APPR
Granville M. Bowmon
DRAWN: STAFF ICKD STAFF
Department of Public 'Yorks
317
8' — 6"
ELEVATION
#4 © 12"
9"
#4 STIRRUPS
3, #6. 8'-2"
4, 5' — 4" BARS CUT IN FIELD FROM
LONGITUDINAL BARS THAT WOULD
OTHERWISE FALL IN OPENING
itelsomi • mismisitia•maxgri
2" TYP.
—.41114.1
sh.
2. #5 EACH FACE In 2, #5 EACH FACE
5'-0"
2" (TyP)
t ill WM
NOTES: SECTION A-A
1. THIS STRUCTURE TO BE USED WHERE:
a. DEPTH OF COVER DOES NOT EXCEED 10'.
b. CLEAR SPAN OF ONE BARREL DOES NOT EXCEED 12'
2. LONGITUDINAL BARS TO BE CUT IN FIELD 2" FROM OPENING.
3. ROUND ALL EDGES TO 2" RADIUS.
4. NO TRANSVERSE CONSTRUCTION JOINT TO BE PLACED WITHIN 5' OF WINDOW.
PP"
STANDARD PLAN
CITY OF WINDOW DETAILS FOR MULTIPLE BOX SECTION 2002
DRAWN : STAFF I CKD STAFF PLATE 520
Department of Public Works APPR Granville M. Bowmon SHEET 1 OF 1 318
STREET GRADE
M.H. FRAME AND
COVER PER STD.
517
-J
CO
U)
TIE BARS
6" x 2" LEVEL
PIPE SEAT
D BARS F BARS
F BARS
T
TIE BARS
#4 0 18" 0.C. BOTH
WAYS TO BE USED
WHEN D2 IS 60"
OR MORE
SECTION E-E
CONCRETE RINGS
PER STD. 316
SECTION B-B, C-C STREET GRADE
6"x1" RING SEAT
4,‘
-#4 18" O.C.
BOTH WAYS. TO
BE USED WHEN
B IS 60" OR
MORE
OPTIONAL
OUTSIDE
EDGE OF
CONCRETE
TIE BARS
E BARS
TIE BARS
J BARS
ROUND EDGES
TO 3" R. 4-#4 H BARS
3' LONG
DETAIL N
SECTION A-A RINGS AND COVER NOT SHOWN
(SEE NOTE 2)
CITY OF
STANDARD PLAN
2002
PLATE 52)
JUNCTION STRUCTURE No.
DRAWN : STAFF I CKD STAFF 41ronville 44r frilliltS-- wmon Department of Public Works APPR SHEET 1 OF 3 3-#4 J BARS, 4' -8" LONG,
3" O.C. CONTINUE
ADDITIONAL BARS
6" O.C. TO INSIDE
EDGE OF M.H.
STATION ■
6"x 2" PIPE SEAT
3-D BARS 3" O.C.
CONTINUE 6" O.C.
4, #6 E BARS
SEE NOTE 3
#3 OR #4 018"
O.C. TIE BARS
A & B BARS
B
STATION
F
PLAN
TYPE I
ANY STANDARD
PIPE JOINT
#3 OR #4 018"
O.C. TIE BARS
F BARS
R = 1D OF SPUR
± WITH A MAX.
OF 3' -6"
M.H. SHAFT
PER STD. 516
C)
319
D BARS
(TYP.)
iv 0 BARS
F
5" x 2" PIPE SEAT
ROUND EDGES
TO 3" R.
i STATION rig
STATION
ELEVATION
LONGITUDIAL SECTION
TABLE OF VALUES FOR M (SEE NOTE 2)
SECTION
PAVED STREET UNPAVED STREET
MAX. MIN. MAX. MIN.
B-B C-C 2' -10 le 3' -6"
A-A 11" 8 lb 16" 15"
TABLE OF BAR SIZES
02 ORB A & B D OR F
12" - 39" #5 0 3" #4 0 6"
42" - 84" #6 0 3" #5 0 6"
90" - 144" #7 0 3" #6 0 6"
U.11
0 TABLE OF VALUES FOR F
D2 F
36" W
39" 7"
42" 71 "
45" 7%"
48" 8"
51" 816"
54" 9"
57" 914"
60" 9 16"
63" 1071
66" 104"
69" 104'4"
72" 11"
78" 11%"
84" 12 16"
90" 1314"
96" 14"
102" 1516"
108" 16"
114" 1616"
120" 17"
126" 17"
132" 17%"
138" 17W'
144" 18"
TABLE OF VALUES FOR T
B T
12" 4"
15" 414"
18" 414"
21" 5"
24" 514"
27" 516"
30" 6"
33" 614"
36" 616"
39" 7"
42" 7%"
45" 7r
48" 8"
51 " 816"
54" 9"
57" 9 14"
60" 916"
63" 10"
66" 1014"
69" 10%"
72" 11"
78" 1144"
84" 12'e
90" 1314"
96" 14"
102" 15r
108" 16"
114- 16V
120" 17"
126" 17"
132" 17y
138" 174'
144" 18'
CITY OF JUNCTION STRUCTURE No. STANDARD PLAN
2002
DRAWN: STAFF ICKD •
Department of Public Works Gronville M. 8owmon
PLATE 521
SHEET 2 OF 3 APPR
320
NOTES:
1. VALUES FOR A, B, C, D I , D2, ELEVATION R AND ELEVATION S ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE.
2. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 2'-1016" FOR PAVED STREETS OR 3' -6" FOR UNPAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C-C AND DETAIL N. SHAFT FOR ANY MANHOLE MAY BE CONSTRUCTED PER SECTION C-C. WHEN DIAMETER D1 IS 48" OR LESS, CENTER OF SHAFT MAY BE LOCATED PER NOTE 3.
3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER D1 IS 48" OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45* WITH CENTER LINE.
4. LENGTH OF MANHOLE MAY BE INCREASED TO MEET PIPE ENDS. BUT ANY CHANGE IN LOCATION OF SPUR MUST BE APPROVED BY THE ENGINEER.
5. P SHALL BE 5" FOR D2 = 96" OR LESS AND 8" FOR D2 OVER 96".
6. REINFORCEMENT SHALL CONFORM TO ASTM 615, GRADE 40, AND SHALL TERMINATE 1 1/i" CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN.
7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE.
9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT, BUT SHALL NOT BE LESS THAN THE TABULAR OF F SHOWN ON TABLE.
10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE LOCATED ON SIDE RECEIVING THE SMALLER LATERAL.
11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS JUNCTION STRUCTURE:
A. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN 514 IS INADEQUATE. MAIN LINE = 48" INSIDE DIAMETER OR LARGER.
B. LATERAL = 12" TO 144" INSIDE DIAMETER: HOWEVER, THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF THE MAIN LINE.
12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 517 UNLESS OTHERWISE SHOWN.
13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 516 UNLESS OTHERWISE SHOWN.
CITY OF JUNCTION STRUCTURE No. 1
DRAWN: STAFF I CKD • STAFF
Department of Public Works APPR
STANDARD PLAN
2002
PLATE 521
Granville M. Bowmon SHEET 3 OF 3
321
TIE BARS
13-18- 0.C.
C BARS
REINFORCING STEEL
J
3"
MIN.
)
ROUND EDGE 1,1
TO 3- R
E&F BARS
I5-30.C.
CONC.
CRADLE
G BARS
/4-6- 0.0
STA. PT.
ELEV. S
CONCRETE (560—C-3250)
UNDISTRUBED EARTH
SECTION Z-Z
TABLE OF VALUES FOR T
B T
12" 5"
15" 5"
18" 5"
21" 5"
24" 51b"
27" 516"
30" 6"
33" 616"
36" 616"
39" 7"
SECTION M-M
0 MIN.
MAIN LINE STORM J ROUND EDGE
ORAN R.C. PIPE TO rR
PLAN
fly
NOTES;
1. JUNCTION STRUCTURE No. 2 IS TO BE USED WHEN OUTSIDE DIAMETER OF B JS GREATER THAN lb THE INSIDE DIAMETER OF D, OR B IS GREATER THAN 24". B SHALL NOT EXCEED AD OR 39". NOTE: NO MORE THAN ONE OPENING SHALL BE MADE IN ONE SECTION OF PIPE.
2. VALUES OF A, B. C. AND D ARE SHOWN ON PROJECT DRAWINGS. ELEVATION "R" AND ELEVATION "5" ARE SHOWN WHEN REQUIRED PER NOTE 10.
3. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE.
4. THE OPENING SHALL BE RECTANGULAR, CUT NORMAL TO PIPE SURFACE WITHOUT DAMAGING REINFORCING STEEL. IF A JOINT IN THE MAIN LINE PIPE FALLS WITHIN THE LIMITS OF THE CONCRETE CRADLE, PROVIDE A CONCRETE ENCASEMENT ONE FOOT ABOVE THE TOP OF MAIN LINE PIPE TO THE LIMITS OF THE CRADLE.
5. THE TRANSVERSE REINFORCEMENT IN PIPE SHALL BE CUT AT CENTER OF OPENING AND BENT INTO TOP AND BOTTOM SLABS OF SPUR.
6. THE MAIN LINE PIPE SHALL BE CRADLED AND ENCASED IN 560 C 3250 CONCRETE MIX EXTENDING LONGITUDINALLY 12" BEYOND THE LIMITS OF BREAK OUT (SEE NOTE 4), AND TRANSVERSELY A DISTANCE OF H ON EACH SIDE OF THE CENTERLINE OF PIPE H = lb O.D. OF PIPE + 3" MIN. CRADLE MAYBE OMITTED ON SIDE OPPOSITE LATERAL INLET WHEN CONSTRUCTED IN CONNECTION WITH EXISTING STORM DRAIN.
7. REINFORCING STEEL SHALL BE PLACED 1 16" CLEAR FROM FACE OF CONCRETE, UNLESS OTHERWISE SHOWN.
8. E AND F BARS SHALL BE CARRIED TO A POINT NOT LESS THAN J DISTANCE FROM CENTERLINE.
J=(7D/12)+6".
9. FLOOR OF STRUCTURE SHALL BE STEEL-TROWELED TO SPRING LINE.
10. WHEN ELEVATION "R" AND ELEVATION "5" ARE NOT SHOWN ON PROJECT DRAWINGS, INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALLY, ELEVATION " 5" SHALL BE
SHOWN PROJECT DRAWINGS AND INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN OR GRADE BREAK IN LINE. ELEVATION "R" SHALL BE SHOWN ON PROJECT DRAWINGS ONLY WHEN STUB IS TO BE PROVIDED IN MAIN LINE FOR FUTURE CONSTRUCTION OF INLET PIPE.
11. STATIONS SPECIFIED ON DRAWINGS APPLY AT THE INTERSECTION OF CENTER LINES OF MAIN LINE AND
LATERALS, EXCEPT THAT STATIONS FOR CATCH BASIN CONNECTOR PIPE APPLY AT INSIDE WALL OF STRUCTURE.
CITY OF JUNCTION STRUCTURE No. 2
DRAWN: STAFF ICKD • STAFF
Department of Public Works APPR Gronville M. Bow mon
STANDARD PLAN
2002
PLATE 522
SHEET 1 OF 1
322
I
PLAIN OR REINFORCED MAIN LINE c..
CONCRETE PIPE OR CMP
SEE
NOTE 4
N f ,":
till
7 , .
- ----....„
BEDDING OF
INLET PIPE
F.--
A
NOTE: ALL CONNECTOR PIPES
FOR OUTLET SEE STD. (WITHIN THE ANGLES
CATCH BASIN PLANS SPECIFIED FOR CASE 2)
SHALL BE ENCASED
WHEN LAID WITHIN THE
MAIN LINE EXCAVATED •IIIIIIIIIIIII
TRENCH. OR WHEN -- -
LAID ON FILL WHICH s. CATCH BASIN FLOOR
HAS NOT BEEN 0
DENSIFIED.
k CP=. OPRIPE E
U OI NRF OCRCrp
560 C 3250 CONC.
SEE NOTE 7
Silk ENCASEMENT
S E NOTE 4
BACKFILL WITH
560 C 3250 CONC.
OR COMPACT SOIL
TO RELATIVE DENSITY
REQUIRED BY
SPECIFICATIONS
ELEV. S SEE NOTE 3
I
CASE 2 / v "17
UNDISTURBED EARTH --J PIPE BEDDING
SECTION B—B
MAIN LINE .
VARIES TO SUIT 401 CONDITIONS
2/11[411 Mir
.
-- lio.D. -
1:2 MIX MORTAR
C
'I..
III
4"MIN.
J
- J
PLAN
CONNECTOR PIPE
1:2 MIX MORTAR
• MIN. . -
BACKFILL
STA.
PIPE BEDDING
-..-
„
1 , .Ylo .L
0.D. 4i...-
SECTION C—C SECTION A—A
CASE 1
SECTION
CASE 3-SADDLE CONNECTION
NOTES: CASE 1 AND CASE 2
1. ANGLE A SHALL BE BETWEEN 45 DEGREES AND 90 DEGREES AND D SHALL BE 24 INCHES OR LESS. FOR SMALLER VALUES OF A AND LARGER VALUES OF D. USE APPROPRIATE STANDARD STRUCTURE.
2. IN NO CASE SHALL THE OUTSIDE DIAMETER OF THE INLET PIPE EXCEED ONE-HALF THE INSIDE DIAMETER OF THE MAIN STORM DRAIN.
3. CENTER LINE OF INLET SHALL BE ON RADIUS OF MAIN STORM DRAIN EXCEPT WHERE ELEVATION S IS SHOWN ON PROJECT DRAWINGS.
4. THE OPENING INTO MAIN STORM DRAIN SHALL BE THE OUTSIDE DIAMETER OF THE INLET PIPE PLUS ONE INCH MINIMUM OR 3 INCH MAXIMUM.
5. ALL CORRUGATED METAL PIPE AND FITTINGS SHALL BE GALVANIZED.
6. IF ANGLE B IS 45 DEGREES OR LESS. USE CASE 1. IF ANGLE B IS GREATER THAN 45 DEGREES. USE CASE 2.
7. BURN OR CHIP END OF CONNECTOR PIPE FLUSH WITH INNER SURFACE OF MAIN LINE PIPE. ROUND EDGE OF CONCRETE PIPE OR REINFORCED CONCRETE PIPE.
8. STATION SPECIFIED ON DRAWINGS APPLIES AT THE INTERSECTION OF INSIDE WALL OF MAIN STORM DRAIN AND CENTER LINE OF INLET PIPE.
NOTES: CASE 3
1. CONNECTIONS TO PIPES 21 INCHES OR LESS IN DIAMETER WITHOUT JUNCTION STRUCTURES OR PRECAST Y BRANCHES SHALL BE MADE WITH SADDLES.
2. TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN PIPE. AND SO ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTING PIPE.
3. THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE SADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF THE SADDLE PIPE.
4. THE CONNECTING PIPE SHALL BE SUPPORTED AS SHOWN IN CASES 1 AND 2.
CITY OF JUNCTION STRUCTURE No. 3 STANDARD PLAN
2002
PLATE 523
SHEET 1 OF 1
DRAWN: STAFF I CKD • STAFF
Department of Public Works APPR Gronville M. Bowman
323
NEW OR EX. CONSTRUCTION
(SEE NOTE 6)
2-H BARS 4"
O.C. (NOTE 3)
ROUND EDGES
ELEV. S NOTE 8
W BARS
D BARS
F BARS
ANY STANDARD
PIPE JOINT
---3_- ELEV. R (NOTE 8)
_----___A
UNDISTURBED EARTH
BACKFILL UNDER STRUCTURE
WITH 560-C-3250 MIX CONC.,
OR COMPACT SOIL TO RELATIVE
DENSITY REQUIRED BY
SPECIFICATIONS. BACKFILL MAY
BE OMITTED IF STRUCTURE IS
LAID ON UNDISTURBED EARTH SECTION P-P TO STORM DRAIN WALL.
CONSTRUCTION JOINT
#4 BARS F BARS
OF SPUR 18" O.C.
#4 BARS 18" O.C.
BOTH WAYS TO BE
USED WHEN B IS
60" OR MORE
--f
#4 BARS
18" 0.C. SECTION G-G
ROUND EDGES TO APPROX.
RADIUS OF I.D. OF LATERAL
WITH A MAX. OF 36"
D & E BARS
D, E, H & G BARS
n.
CONSTRUCTION JOINT
PLAN
LL,
a
TABLE
FOR DIMENSIONS & BAR SIZES
B
(INCHES)
T
(INCHES)
snide0
28' H' 3 . 0
SeN8J
12 5
15 5
18 5
21 5
24 514 #5
27 614
30 6
33 6'4
36 6*
39 7
42 7*
45 7%
48 8
51 8*
54 9
57 9'4
60 9* #6
63 10
66 104 1
69 10%
72 11
78 11%
84 124
90 134
3.0 ..9 o
96 14
102 1514
108 16
114 16* #7
120 17
126 17
132 17*
138 17*
144 18
CITY OF JUNCTION STRUCTURE No. 4
DRAWN: STAFF ICKD- STAFF
Department of Public Works APPR Granville M. Bowmon
STANDARD PLAN
2002
PLATE 524
SHEET 1 OF 2
324
NOTES:
1. VALUES FOR A, B AND C SHALL BE SHOWN ON THE PROJECT PLANS. ELEVATION R AND ELEVATION S SHALL BE SHOWN WHEN REQUIRED PER NOTE 8.
2. STATIONS SPECIFIED ON THE PROJECT PLANS APPLY AT THE INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERALS. EXCEPT THAT STATIONS FOR CATCH BASIN CONNECTOR PIPES APPLY AT INSIDE WALL OF STRUCTURE.
3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 40 AND SHALL TERMINATE 1 1e CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN.
A. W BARS ARE OF SIZE AND SPACING SPECIFIED FOR WALL STEEL ON PROJECT PLANS,
AND SHALL BE CUT IN CENTER OF OPENING AND BENT INTO TOP AND BOTTOM OF JUNCTION STRUCTURE.
B. OMIT H BARS WHEN SOFFIT OF SPUR IS 12" OR LESS BELOW SOFFIT OF MAIN LINE AND OMIT G BARS WHEN INVERT OF SPUR IS 12" OR LESS ABOVE FLOOR OF MAIN LINE.
4. JUNCTION STRUCTURE SHALL BE POURED MONOLITHICALLY WITH MAIN LINE, MANHOLE OR TRANSITION STRUCTURE.
5. FLOOR OF STRUCTURE SHALL BE STEEL-TROWELED TO THE SPRING LINE.
6. WHEN CONNECTING TO EXISTING R.C.B.. BREAKOUT LIMITS AND DETAILS SHALL BE SHOWN ON THE PROJECT PLANS.
7. EMBEDMENT, P. SHALL BE 5" FOR B = 96" OR LESS 8" FOR B OVER 96".
8. IF ELEVATION R AND ELEVATION S ARE NOT SHOWN ON THE PROJECT PLANS THEN THE INLET OPENING SHALL FALL 6" BELOW THE SOFFIT OF THE MAIN LINE WITH INLET PIPE LAID ON A STRAIGHT GRADE FROM MAIN LINE TO CATCH BASIN OR TO GRADE BREAK IN INLET LINE.
ELEVATION S SHALL BE SHOWN ON THE PROJECT PLANS IF THE INLET OPENING FALLS MORE THAN 6" BELOW THE SOFFIT OF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT GRADE AS STATED ABOVE. ELEVATION R SHALL BE SHOWN ON THE PROJECT PLANS ONLY WHEN A STUB IS TO BE PROVIDED FOR A FUTURE CONNECTION.
9. LATERALS OR CONNECTOR PIPES 24" OR LESS IN DIAMETER SHALL BE NO MORE THAN 5' ABOVE THE INVERT. LATERALS OR CONNECTOR PIPES 27" OR LARGER IN DIAMETER SHALL BE NO MORE THAN 18" ABOVE THE INVERT, WITH THE EXCEPTION THAT CATCH BASIN CONNECTOR PIPES LESS THAN 50' IN LENGTH SHALL NOT BE MORE THAN 5' ABOVE THE INVERT.
10. THE NEED FOR AN EDGE BEAM AND OR ADDITIONAL REINFORCEMENT SHALL BE INVESTIGATED BY THE ENGINEER FOR ANY ONE OF THE FOLLOWING CONDITIONS:
A. ANGLE A IS LESS THAN 30%
B. TOP OF INLET PIPE IS LESS THAN 6" BELOW THE SOFFIT.
C. FLOW LINE OF INLET PIPE IS SESS THAN 7" ABOVE THE FLOOR OF THE R.C.B. AT THE INSIDE FACE.
CITY OF JUNCTION STRUCTURE No. 4
DRAWN: STAFF ICKD STAFF
STANDARD PLAN
2002
PLATE 524
Department of Public Works Gronville. M. Bowman SHEET 2 OF 2 APPR 325
PLAN
/5 0 4" O.C.
c.MAIN LINE R.C.B.
#5 0 6" O.C.
2' —0" LONG
CASE 1
BEAM SUPPORT
D = 30" MAX.
CASE 2
COLUMN SUPPORT
D = 30" MAX.
#5 0 6" O.C.
MIN. BEARING
SURFACE = 0.0.
2 SECTION C—C SECTION B—B
#5 0 4" O.C.
#5 BARS
iiptsm c #5 BARS
<V N
' .. cf
SURFACE OF CONCRETE R
BURN OR CUT PIPE TQ 1
I ROUNDEDGES OF I
CONC. OR RC PIPE
# 5 #5 BARS
t
■ -00
---
CONC. PIPE, R.C.P.
OR C.S.P.
INLET PIPE
BEDDING
5 BARS 18"
MIN.
UNDISTRUBED EARTH--
15 0 4" 0.C.
BACKFILL WITH
560—C-3250 CONC.
OR COMPACT SOIL
TO RELATIVE DENSITY
REQUIRED BY
SPECIFICATIONS UNCOMPACTED
BACKFILL
#5 0 4"0.C.
3' MAX. SECTION -A—A 3' MAX.
CITY OF JUNCTION STRUCTURE No. 5 STANDARD PLAN
2002
DRAWN: STAFF PLATE 525 ICKD STAFF
Department of Public Works APPR
Grenville M. Bowmen SHEET 1 OF 2
326
FOR OUTLET SEE STD.
CATCH BASIN PLANS
CATCH BASIN FLOOR
450-C-2000 CONCRETE
ENCASEMENT WHEN MORE
THAN ONE SECTION OF
PIPE IS USED
1 D
R.C.B.
CONC. PIPE OR R.C.P.
D = 30" MAX.
NOTE: WHEN CATCH BASIN FALLS ON
TOP OF BOX, THE OPENING
MAY BE FORMED THROUGH
FLOOR OF CATCH BASIN AND
TOP SLAB OF BOX.
CUT BARS 2" CLEAR
OF OPENING
CASE 3
TOP SLAB ENTRANCE
#5 @ 4" O.C. TO BE
PLACED 2" CLEAR
OF HOLE SECTION D—D
B BARS - #6 4" 0.C., LENGTH = D + 36"
PLACED UNDER CUT BARS AND
ON TOP OF UNCUT BARS. OMIT
BARS THAT FALL OVER SIDEWALLS.
NOTES;
1. USE JUNCTION STRUCTURE PER STD. 524 INSTEAD OF THIS JUNCTION STRUCTURE UNDER ANY ONE OF THE FOLLOWING CONDITIONS:
A. DIAMETER OF THE INLET PIPE EXCEEDS 30".
B. TOP OF PIPE IS LESS THAN 12" BELOW SOFFIT OF BOX.
C. FLOW LINE OF PIPE IS LESS THAN 13" ABOVE FLOOR OF THE BOX AT INSIDE FACE.
D. ANGLE A IS LESS THAN 45%
2. ALL CORRUGATED METAL PIPE AND FITTINGS SHALL BE GALVANIZED.
3. ELEVATION S SHALL BE SPECIFIED ON PROJECT PLANS ONLY WHERE TOP OF PIPE IS MORE THAN 12" BELOW SOFFIT OF BOX.
4. LATERALS OR CONNECTOR PIPES 24" OR LESS IN DIAMETER SHALL BE NOT MORE THAN 5' ABOVE THE INVERT. LATERALS OR CONNECTOR PIPES 27" OR LARGER IN DIAMETER SHALL BE NOT MORE THAN 18" ABOVE THE INVERT, WITH THE EXCEPTION THAT CATCH BASIN CONNECTOR PIPES LESS THAN 50' IN LENGTH SHALL BE NOT MORE THAN 5' ABOVE THE INVERT.
CITY OF JUNCTION STRUCTURE No.5
DRAWN: STAFF ICKD • STAFF
Department of Public Works APPR
STANDARD PLAN
2002
PLATE 525
Grenville M. Bowman _SHEET 2 OF 2
327
Bc+8 IN, MIN.
1.25 Bc OR 1.25 Bc OR
Bc+8 IN. MIN.
12 IN. MIN.
CONCRETE
Bc/4
BEDDING
t-Bc/4, 4 IN. MIN.
r."110P „
4 WI&
1.Lol
PIPE ZONE Aor. atted .
CONCRETE
5 IN. MIN.
FIG. 2 CLASS A-II
6 IN. MIN.
AI%)
CONCRETE
BEDDING
LOAD FACTORS 3.2
Bc/4, 4 IN.
MIN.
Bc/2
Bc/8. 4 in.
MIN.
LOAD FACTORS: 2.2 NATIVE BACKFILL MATERIAL LIGHTLY TAMPED LOAD FACTORS: 2.8 PLAIN CONCRETE
2.8 ASTM D448=67 CRUSHED STONE 3.4 REINFORCED CONCRETE.
3.4 REINFORCED CONCRETE, P=0.4% P=0.4%
FIG. 1 CLASS A-I
Bc/4, 5 IN. MIN.
PIPE ZONE 7
-. ZAN 12 IN. MIN.
CONCRETE I
3/4 BC
Bc/8 MAX., BC/15 MIN.
- BEDDING
Bc/8, 4 IN.
LOAD FACTORS 2.7
F1G. 3 CLASS A-III FIG. 4 CLASS A-IV
CONCRETE
Bc/4, 4 IN. MIN
LOAD FACTORS 4.5
FIG. 5 CLASS A-V
LOAD FACTOR: 2.2, 2.7, 2.8, 3.4 & 4.5
CLASS A: CONCRETE CRADLE, ARCH &
ENCASEMENT
BEDDING: 560 C 3000 CONCRETE
Bc/15 MIN. AFTER INITIAL SET OF THE CONCRETE, BACKFILL
MATERIAL SHOULD BE PLACED TO ONE FOOT OVER
THE CONDUIT. THE BACKFILL ABOVE THIS POINT
SHOULD NOT BE PLACED NOR SHEETING REMOVED
UNTIL AT LEAST 48 HOURS AFTER PLACEMENT OF
THE BEDDING OR ENCASEMENT. SUCH BACKFILL MAY
BE PLACED AND SHEETING PULLED AFTER 24 HOURS
IF THE EARLY STRENGTH OF THE CONCRETE IS
INCREASED IN ACCORDANCE WITH THE ENGINEER'S
APPROVAL.
CONST. JOINT OR
#4 BAR CONT.
3" CLR. BOTH
SIDE
CITY OF
STANDARD PLAN
2002
PLATE 528
LOAD FACTOR—CLASS A
DRAWN: STAFF ICKD • STAFF
Department of Public Works APPR
Granville M. Boysmon SHEET 1 OF 2
328
PIPE ZONE
LOAD FACTOR: 1.9
12" MIN. CLASS B FIGURE 6:
PIPE IS BEDDED IN ANGULAR BEDDING MATERIAL,
CONFORMING TO ASTM D448 "STANDARD
SPECIFICATION FOR COARSE AGGREGATE" SIZE
#67 OR OTHER SUITABLE MATERIALS AND METHODS,
Bc/2 AS APPROVED BY THE ENGINEER.
PIPE ZONE
LOAD FACTOR 1.9
FIG. 6 CLASS B
LOAD FACTOR 1.5
SHAPED BOTTOM
FIG. 7 CLASS C
LOAD FACTOR: 1.5
CLASS C FIGURE 7 OR 8:
PIPE IS BEDDED IN GRANULAR MATERIAL PLACED ON
A FLAT TRENCH BOTTOM OR ON A SUITABLE
UNDISTURBED NATIVE MATERIAL WHICH HAS BEEN
HAND SHAPED TO FIT THE PIPE BARREL FOR A WIDTH
OF ONE—HALF THE OUTSIDE DIAMETER OF THE PIPE.
BEDDING MATERIAL MAY BE CRUSHED STONE,
ROUNDED GRAVEL, SHELLS, PEA GRAVEL, SAND OR
OTHER LOCALLY AVAILABLE AND COMMONLY USED
NON—COHESIVE MATERIALS.
12 in.
MIN.
12" MIN.
Bc/6 MIN.
Bc/8, 6" MIN.
LOAD FACTOR 1.5
FIG. 8 CLASS C
NOTES:
1. ALWAYS PROVIDE UNIFORM AND CONTINUOUS SUPPORT OF PIPE BARREL FOR ALL CLASSES OF BEDDING.
2. BEDDING MATERIALS SHALL MEET SSPWC (GREEN BOOK) SPECIFICATIONS.
3. LOAD FACTOR 1.1 CLASS D IS NOT ALLOWED.
CITY OF
STANDARD PLAN LOAD FACTORS-CLASS B, C & D 2002
DRAWN: STAFF 1CKD STAFF
Department of Public Works
PLATE 528
SHEET 2 OF 2 APPR
Gronvitie_ M. Bowman
329
PIPE
I.D.
MAX.
TRENCH
1 RC STORM DRAIN ASTM C-76 & BEDDING FACTOR
CL. II = 1000D CL. M = 1350D CL. IV = 2000D CL. V = 3000D WIDTH 1.9 3.0 1.5 1.9 3.0 1.5 1.9 3.0 1.5 1.9 3.0 34" 304- 30+ 30+
40" 30+ 30 18
46" 18 16 12
18" 52"
11111=11
S
14 12
C=>
10 •1:>
N
8" 12 12 10
4" 12 12 10
70"+ 12 12 10
1" 30 30+ 30+ 30+
7" 16 30+ 30 20
3" 12 20 18 14
24" 9" 10
N
16 14 12
=CP
5" 9 12 1 10
1" 9 12 12 10
7" 9 12 12 10
3"+ 12 12 10 I
49" 24 30+ 1 *12 30+
55" 16 30+ *9 28
61" 14 22 *8 20
67" 10 18 *7 16
30" 73"
,r)
9 N
14 *6 14
N 00 ••■■
N
79" 9 12 *6 12
85" 9 12 *6 12
91" 9 12 *6 12
97"+ 9 12 *6 12
56" 22 30+ *12 30+ 28
62" 16 30 *10 26 20
68" 14 22 *8 20 16
74" 12 18 *7 16 14
36" 10" 10 16 *7 14 12
16" 9
00 14 *7 12
N
10 N e%S■
2" 9 12 *7 12 10
98" 9 12 *7 12 10
104" 9 12 *7 12 10
110"+ 9 12 *7 12 10
63" 16 30+ *12 30+ 26
69" 14 30 *10 26 20
81" 10 20 *8 18 14
42" 87"
■10
9 16 *7 16 12
99" 8 14 *7 12 10
05" 8 12 *7 12 10
23"+ j 8 12 *7 12 10
71" 20 16 30+ *12 30+ 24
77" 16 14 28 *10 26 20
13" 14 12 24 *9 20 16
19" 12
4,1
10 20 *8 18 14
6 48" 101" 10 9 16 *7 14 12
07" 10 9 14 *7 12 10
19" 10 9 12 *7 12 10
37"+ 10 9 12 *7 12 10
78" 20 16 304- *12 30 24 t ,Irtt et
t, t ■t■ 00 fl rn en en en en en en N
84" 16 14 28 *10 24 20
54" 96" 14 10 20 *8 18 16
)2" 12 10 18 *8 16 14
)8"
S
10 kr)
NNW
9 16 *8 14
en
12 00
114" 10 9 14 *8 14 12
126" 10 9 12 *8 12 10
132" 10 9 12 *8 12 10
150"+ 10 9 12 j *8 12 10
MIN. COVER 3 2 3 2 2 3 2 1 2 1 1
NOTES: 1. Numbers preceded by an asterisk (*) indicate minimum cover may be reduced 1 ft.
2. Numbers in tables indicate maximum allowable cover on pipe in feet. Standard highway loading is included.
3. NL = No load allowed on pipe in this category.
CITY OF REINFORCED CONCRETE PIPE CHART STAN DAR
2002
D PLAN
DRAWN: STAFF ICKD • STAFF/43 PLATE 529
Department of Public Works ARPR Granville M. Bowman SHEET 1 OF 2 330
PIPE
I.D.
MAX.
TRENCH
WIDTH
RC STORM DRAIN ASTM C-76 & BEDDING FACTOR
CL.II = 1000D 1 CL M =1350D CL. IV = 2000D CL. V = 3000D
1.9 3.0 1.5 1.9 3.0 I 1.5 1.9 3.0 IS 1.9 3.0
60"
85"
91"
97"
103"
109"
121"
127"
133"
145"
163"+
a+ co oo NNN N r- r- r20 1
16 14
14 12
10 10
10 10
10 4D4141 41 VIVI 41 41 41 41
16 14
12 10
10 9
9 9
9 9
30+
26 24
20 18
16 14
14 12
12 *12
*10
*9
*9
*8
*8
*8
*8
*8
*8
28 24
22 18
16 14
14 12
12 12
*30+
*30+
*30+
*30+
*30+
*28
*24
*22
*20
*18
22 20
18 16
14 12
12 12
12 12
*30+
*30+
*30+
*30+
*30
*26
*22
*22
*18
*18
*30+
*30+
*30+
*30+
*30+
*30+
*30+
*30+
*30+
*28
66"
93"
99"
105"
111"
123"
129"
135"
147"
159"
177"+
Ch0000 N N N N N r- r18
16 14
14 12
10 10
10 10
10 VD41 41 un U1 4141VI4141
14 14
12 12
9 9
9 9
9 9
30 26
24 20
18 16
14 14
14 14
*12
*10
*10
*9
*8
*8
*8
*8
*8
*8
28 24
22 18
16 14
14 12
12 12
*30+
*30+
*30+
*30+
*30
*28
*26
*22
*20
*18
22 20
18 16
14 12
12 12
12 12
*30+
*30+
*30+
*30+
*28
*26
*24
*20
*18
*18
*30+
*30+
*30+
*30+
*30+
*30+
*30+
*30+
*30+
*28
72"
100"
106"
112"
118"
124"
136"
148"
160"
178"
190"
CTCT00 N NN N N N N
18 16
16 14
12 9
12 10
10 10
10 14
14 12
12 10
10 10
10 10
10 30
26 24
20 20
16 14
14 14
14 *12
*10
*10
*9
*8
*8
*8
*8
*8
*8
26 24
22 20
18 16
14 14
14 14
*30+
*30+
*30+
*30+
*30+
*28
*24
*22
*18
*18
22 18
18 16
14 12
12 12
12 12
*30+
•30+
*30+
*30+
*30
*26
*22
*20
*18
*18
*30+
*30+
*30+
*30+
*30+
*30+
*30+
*30+
*30
*28
78"
107"
113"
125"
131"
137"
143"
155"
161"
173"
185"
CTCh N N N N N N N N
18 16
14 14
12 12
12 12
12 12
•
V:.>4141 414141414141 '
14 14
12 10
10 10
10 10
10 10
*28
*26
*22
*20
*18
*16
*14
*14
*14
*14
*12
*10
*9
*9
*8
*8
*8
*8
*8
*8
26 24
20 18
16 16
14 14
14 14
*30+
*30+
*30+
*30+
*30
*28
*26
*24
*20
*18
<<
< < <<
< <
ZZ
Z ZZ ZZ ZZZ
<< < << < <4< <
z
z zz
z zz
z zz
<< <<
< << << <
Z
Z ZZZ Z
Z Z Z Z
84"
114"
120"
126"
138"
144"
156"
162"
168"
180"
186"+
Ch O100 N N N NN N r18
16 16
14 12
12 12
12 12
12 VD 4141 414141 414141
14 14
12 10
10 10
10 10
10 10
*28
*26
*22
*20
*18
*16
*16
*14
*14
*14
I *12
*10
*10
*9
*9
*9
*9
*9
*9
*9
*26
*22
*20
*18
*16
*14
*14
*14
*14
*14
*30+
*30+
*30+
*30+
*30
*28
*26
*24
*22
*20
-tC <
Z ZZ ZZ ZZZZ
<
Z
< < <<
ZZZ ZZ
Z ZZ
Z Z
<<<<<
< <<
Z
Z ZZZ
Z ZZ
Z Z
90"
122"
128"
146"
158"
170"
176"
ChCh NN N r- ,
18 16
14 12
12 12
4D4D4141 41 V.
14 14
12 10
10 10
*28
*24
*20
18 16
14 <<< <<< ZZZZZZ <4 < < <<< ZZZZZZ <<< < << Z Z Z ZZZ
ZZZ
< ZZZ
< <<< << ZZZ Z ZZ
<•t< <<<
ZZZ ZZ Z
MIN. COVER j 3 2 ] 3 2 2 I 3 2 1 I 2 1 I
NOTES: 1. Numbers preceded by an asterisk (*) indicate minium cover may be reduced 1 ft.
2. Numbers in tables indicate maximum allowable cover on pipe in feet. Standard highway loading is included.
3. NA = Pipe size not avalailable in this class.
CITY OF REINFORCED CONCRETE PIPE C CHART
DRAWN: STAFF I CKD - STAFF Lif•
STANDARD PLAN
2002
PLATE 529
Department of Public Works APPR Granville M. mon SHEET 2 OF 2 331
REQUIRED *D* LOAD FOR R.C.P. & BEDDING FACTOR = 1.5
PIPE
SIZE
(INCH)
DEPTH OF COVER IN FEET PIPE
SIZE 0.5 1.0 1.5 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 (INCH) 15 CONC.
ENC. 3,000 2,500 2,000 2,000 2,000 2,000 2,000 2,000 2,000 2,000 2,000 15 18 4,000 .1111
IIMIE
El 1111111
III
MI
II
NM I
18 2241
21 3,500
24 27 ill ■IIIIII 1,750 1,750 1,750 1,750 1,750 III a 27 30 MIMI • t $ 111111111111
Ma
NM
EOM
ii 30
33 1111111111 II 1,500 1,500 1,500 1,500 33
36 Kill
39 IIIIIIII 42
111111111111111
.1111111
nom
III
ME
36 45
48 51
54 39 3,250 2,750 2,250 1,500 1,350 1,350 1,350 1 ,350
42 45 m111 III • • u
48 aMIMIIII uauuaMI ■1111111
• Ill
IIIIIIIIIIIII
■IIII 51 3,000 2,500 2,000 1111 R ■• III
54 111111111111110.111 M •
57 EN • • MEM
IIIII EL
111
11111111
III
57 60
63 60 111/11111111 injim •
63 2,750 2,250 1,750 Mill 111 11111 NM
66 • • • IIIIU a 111111111111.1
MIR
66 69 MI III 69 IIII IIII 1111 111
72 75
78 allailll
2,500
Inilmiumill
2,000 1,500 III
•
MI
IIIIIII
1111
■111
III III EMI
111111 ■
72 75
78 111111 1111111 lim ■III MI ■ II
81 MIMI NMI 1111 MEI 81
84 RE • EMI MEM
III
NMI 84
87 87 1111111111111. MHO III Illal
90 IIIIIII a 111111 • III 1111111 90
93 ME MI EMI III a IIIIIIII 93
96 96
NOTES:
1. LIVE LOAD = 1 H-20, S-16, TRUCK. EARTH LOAD = 110 P.C.F. (MARSTON'S FORMULA). SAFTY FACTOR = 1.25 MIN.
2. THIS IS TO BE USED FOR AVERAGE SOIL CONDITIONS. INCREASE WHERE SOIL ANAYLYSIS INDICATES GREATER EARTH LOADS. WHERE SOILS HAVING LOW COHESIVE VALUES EXIST, USE D-LOADS CALCULATED FOR PROJECTION CONDITION.
3. SEE PLATE 529 FOR PIPE CLASS.
CITY OF *D" LOAD TABLE FOR DESIGN OF R.C.P. STANDARD PLAN 2002
PLATE 530
SHEET 1 OF 3
DRAWN: STAFF I CKD • STAFF (-1±
Department of Public Works APPR Granville . Bowmon
332
REQUIRED *D* LOAD FOR R.C.P. & BEDDING FACTOR = 1.9
PIPE
SIZE
(INCH)
DEPTH OF COVER IN FEET PIPE
SIZE
0.5 (INCH) 1.0 1.5 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 15 ;CON
.
a .)
f ENC / /- - - - 4 2,500 2,000 1,500 1,350 1,350 1,350 1,350 1,500 1,500 1,500 1,500 15 18 3,000 18
21 21
24 2,750 24
27 1,200 1,200 1,200 27 .
30 30
33 33
36 T Y I 36
39 2,500 2,000 1,750 1,100 1,100 1,100 1,100 39
42 $ t 42
45 2,250 1,750 45
48 t t 48
51 2,000 1,500 1,500 1,350 51
54 . t t 1,400 54
57 1,750 1,400 1,350 57
60 t 60
63 1,500 63
66 66
69 69
72 72
75 75
78 78
81 81
84 84
87 87
90 90
93 93
96 t 1 ‘ I 96
NOTES:
1. LIVE LOAD = 1 H -20, S-16, TRUCK. EARTH LOAD = 110 P.C.F. (MARSTON'S FORMULA). SAFTY FACTOR = 1.25 MIN.
2. THIS IS TO BE USED FOR AVERAGE SOIL CONDITIONS. INCREASE WHERE SOIL ANAYLYSIS INDICATES GREATER EARTH LOADS. WHERE SOILS HAVING LOW COHESIVE VALUES EXIST, USE D- LOADS CALCULATED FOR PROJECTION CONDITION.
3. SEE PLATE 529 FOR PIPE CLASS.
CITY OF *D* LOAD TABLE FOR DESIGN OF R.C.P. STANDARD PLAN 2002
PLATE 530
SHEET 2 OF 3
DRAWN: STAFF I CKD - STAFF
Department of Public Works APP Granville. M. Bowman
333
REQUIRED *D*LOAD FOR R.C.P. & BEDDING FACTOR = 3.0
PIPE
SIZE (INCH)
DEPTH OF COVER IN FEET PIPE
SIZE 0.5 1.0 1.5 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 (INCH) 15 2,500 2,000 1,500 1,000 1,000 1,000 1,000 1,000 1,000 1,000 1,000 1,000 15 18 18
21 1111 III MI 1111111111111111 1111 III 21
24 IIIIIIIIIIIIIIIIIIII ■II ■ MOM MIME III 24
27 MI 1,750 1,350 NM= ill ■111 27
30 11111111111111 11111111111 IIII
MIN
30 33 ME NM= IIII ME
mum
33 36 IIIII ..... r
.1
36 39 III 1,200 ■III a 39
42 111111111111111111111 ME III
IIII
II EMI 42
45 III NM
ii.
MEM 45
48 MLR ER Ell OM III NMI ■ 48
51 2,000 1 , 500 1,000 IIIIIIIIIII 51
54 1111111111111M1111111 III 1111 11 ISIS 54
57 60
111111
11111
•
EN
IIIIII
III II
al
IIII
IIII
III
Illill
ME
57 60
63 III 1111 II 111111 IIIIIIIIIMIIIII OM 63
66 MIME MI 1111111111111111 MI • 66
69 1111 IIII IIIIII 111111 • IIII IIII III 69
72 1111 • • IMMO Mil al ill 72
75 1111111111111 IIII II III 75
78 ■■ ■ 111111 ■• ■ 1.11.11 MI III 78
81 111111 111111 1 11111111111111 • II IIIII 81
84 EMI •■• III III 84
87 IIIIII 1111 IIIIIIIIIII Il 87
90 III NMI MN 111111 IIHIIIIIIIII ME 90
93 11111111111 1111 MIN MIN 111111 III 93
96 , 96
NOTES:
1. LIVE LOAD = 1 H-20, S--16, TRUCK. EARTH LOAD = 110 P.C.F. (MARSTON'S FORMULA). SAFTY FACTOR = 1.25 MIN.
2. THIS IS TO BE USED FOR AVERAGE SOIL CONDITIONS. INCREASE WHERE SOIL ANAYLYSIS INDICATES GREATER EARTH LOADS. WHERE SOILS HAVING LOW COHESIVE VALUES EXIST, USE D-LOADS CALCULATED FOR PROJECTION CONDITION.
3. SEE PLATE 529 FOR PIPE CLASS.
CITY OF $D* LOAD TABLE FOR DESIGN OF R.C.P. STAN
=2
PLAN
PLATE 530
SHEET 3 OF 3
DRAWN: STAFF ICKD • STAFF 4
Department of Public Works APPR
Granville M. Bowmen
334
T (PIPE) OR
T2A (ARCH)
T+4" OR T2A OR
T2 SEE NOTE 3
A
/R.C. PIPE
OR
R.C. ARCH
tT (PIPE) OR
2AT (ARCH) T+4" OR T 2A OR
T2 SEE NOTE 3j L T2
Granville M.
PLAN
* ARCH MAY HAVE A HORSESHOE-SHAPED, CIRCULAR,
ELLIPTICAL OR SIMILAR CROSS-SECTION.
T (PIPE) OR T+4" OR T 1A OR T1 F
T1A (ARCH) F SEE NOTE 3
OPTIONAL CONSTRUCTION JOINT:
BOX OR ARCH TO PIPE - USE
CONSTRUCTION JOINT OF BOX
OR ARCH.
BOX TO ARCH-USE CONSTRUCTION
JOINT OF BOX.
SECTION B-B
T+4" OR T3 OR 13
SEE NOTE 3
NOTES: SECTION A A
1. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, 0, SHALL NOT TO EXCEED 5 DEGREES 45 MINUTES.
2. REINFORCING STEEL BAR SIZES, SPACING, PATTERN AND COVER OVER THE STEEL SHALL BE AS FOLLOWS:
BOX TO PIPE AND BOX TO ARCH-THAT OF BOX SECTION.
ARCH TO PIPE-THAT OF ARCH SECTION.
ARCH TO ARCH-THAT OF ARCH SECTION HAVING THE THICKER WALLS.
THE BAR LENGTHS SHALL VARY UNIFORMLY THROUGHOUT THE TRANSITION.
3. THE CONCRETE THICKNESS SHALL BE AS FOLLOWS:
BOX TO PIPE AND ARCH TO PIPE-THAT OF ARCH OR BOX SECTION UNLESS THE WALL THICKNESS OF THE PIPE PLUS 4 INCHES IS GREATER, IN WHICH CASE THE CONCRETE
THICKNESS SHALL VARY UNIFORMLY FROM THAT OF THE ARCH OR BOX SECTION TO THAT OF THE PIPE WALL PLUS 4 INCHES.
BOX TO ARCH AND ARCH TO ARCH-THAT OF THE ADJOINING BOX OR ARCH SECTION AT EACH END OF THE TRANSITION AND SHALL VARY UNIFORMLY BETWEEN THE TWO ENDS.
4. THE INTERIOR SURFACE SHALL BE SMOOTH AND VARY UNIFORMLY BETWEEN THE TWO ADJOINING SECTIONS.
5. AT PIPE JUNCTURE, EMDEDMENT P SHALL BE 5 INCHES FOR PIPE SIZES OF 96 INCHES OR LESS, AND 8 INCHES FOR PIPE SIZES OVER 96 INCHES.
6. f 'c =4000 PSI AT 28 DAYS .
7. KEYED CONSTRUCTION JOINTS OF THE SAME DIMENSIONS AS THOSE OF THE BOX OR ARCH
SECTION MAY BE CARRIED THROUGH THE TRANSITION STRUCTURE AT THE CONTRACTOR'S OPTION. SEE SECTION B-B HEREON.
8. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE GENERAL STRUCTURAL NOTES APPLYING TO BOX OR ARCH STRUCTURES SHOWN ON THE PROJECT DRAWGINGS.
9. ALL STEEL, EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 60 BILLET STEEL CONFORMING TO ASTM A 615 AND SHALL TERMINATE 11i" CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN.
LT (PIPE) OR
T3A (ARCH)
CITY OF
TRANSITION STRUCTURE No. 1
PIPE TO AO
DRAWN: STAFF 1CKD • STAFF 1
X
....Ve
Department of Public Works APPR
STANDARD PLAN
2002
PLATE 531
SHEET 1 OF 1
335
LONGITUDINAL DISTRIBUTION
OR TIE BARS
VERTICAL BARS
SECTION B-B
SECTION A-A
A
L
NOTES:
c
CC
1. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, 0, SHALL NOT EXCEED 5 DEGREES 45 MINUTES.
2. THE REINFORCING STEEL BAR SIZE, SPACING, AND COVER OVER THE STEEL OF STRAIGHT TRANSVERSE BARS IN TOP OR BOTTOM SLABS, OF L—BARS IN TOP OR BOTTOM CORNERS, OF STRAIGHT VERTICAL
BARS IN SIDE WALLS AND OF LONGITUDIAL DISTRIBUTION AND TIE BARS IN TOP OR BOTTOM SLABS OR
SIDE WALLS SHALL BE THOSE OF WHICHEVER ADJOINING BOX SECTION PROVIDES THE GREATER STEEL AREA FOR EACH TYPE OF BAR. THE BAR LENGTHS SHALL VARY UNIFORMLY THROUGHOUT THE TRANSTION.
3. THE THICKNESS OF THE WALLS AND SLABS SHALL BE THOSE OF THE ADJOINING BOX SECTION AT EACH END OF THE TRANSITION AND SHALL VARY UNIFORMLY BETWEEN THE TWO ENDS.
4. f'c=4000 PSI AT 28 DAYS.
5. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE GENERAL STRUCTURE NOTES APPLYING TO BOX STRUCTURES, SHOWN ON THE PROJECT DRAWINGS.
6. DETAILS OF CONSTRUCTION JOINTS AND KEYWAYS SHALL BE AS SHOWN ON THE PROJECT DRAWINGS FOR SINGLE BARREL BOX STRUCTURES.
7. ALL STEEL, EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 60 BILLET STEEL CONFORMING TO ASTM A 615 AND SHALL TERMINATE 1 1h" CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN.
CITY OF SINGLE BOX TO INGLE BOX
Department of Public Works
DRAWN: STAFF I ICKD • STAFF
TRANSITION STRUCTURE No. 2
APPR
Granville M. Bowmon _SHEET 1 OF 1
STANDARD PLAN
2002
PLATE 532
336
T2 T2
STRUCTURAL ANALYSIS REQUIRED WHEN
THIS DIMENSION EXCEEDS 1'-6" T2
V T1
STEEL PATTERN SHOWN IS PICTORIAL
ONLY. SEE PROJECT DRAWINGS FOR
ACTUAL LAYOUT.
T3
SECTION A—A
NOTES: SECTION B B
1. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, 0, SHALL NOT EXCEED 5 DEGREES 45 MINUTES.
2. REINFORCING STEEL BAR SIZE, SPACING AND OUTSIDE COVER SHALL BE THAT OF DOUBLE BOX SECTION.
FOR CURVED TRANSITIONS, SPACE BARS ON CENTER LINE AND PLACE TRANSVERSE RADIALLY. THE BAR LENGTHS AND DIMENSIONS SHALL VARY UNIFORMLY THROUGHOUT TRANSTION. LONGITUDINAL BARS SHALL BE CONTINUED THROUGH THE JOINTS WITH THE TRANSTION STRUCTURE.
3. THE CONCRETE THICKNESS SHALL BE THAT OF THE DOUBLE BOX SECTION.
4. PLAN AS SHOWN IS FOR DOUBLE BOX SECTION DOWNSTREAM. WHEN WHEN DOUBLE BOX SECTION IS UPSTREAM, TAPER THE LAST 2 FEET OF CENTER WALL TO END IN 1 16 INCH RADIUS.
5. f'c = 4000 AT 28 DAYS .
6. TRANSVERSE JOINT KEYWAYS, AS DETAILED FOR LONGITUDINAL JOINT KEYWAYS AT BASE OF OUTLET WALLS ON THE PROJECT DRAWINGS, SHALL BE PLACED IN BOTHS SLABS AND WALLS AT THE END OF EACH POUR.
7. ALL STEEL, EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 60 BILLET STEEL CONFORMING TO ASTM A 615 AND SHALL TERMINATE 1 1h" CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN.
CITY OF TRANSITION STRUCTURE No. 3
SINGLE BOX TO DOUBLE BOX
DRAWN: STAFF ICKD.: STAFF
Department of Public Works APPR Grenville M. Bowmen
STANDARD PLAN
2002
PLATE 533
SHEET 1 OF 1
337
VARIES
NOTES: SECTION B-B T3—T3B
STEEL PATTERN SHOWN IS
PICTORIAL ONLY. SEE PROJECT
DRAWINGS FOR ACTUAL LAYOUT.
03 F—
SECTION A-A
VARIES
T4-74B
APPR
Granville M. Bowmon
1. HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, 0, SHALL NOT EXCEED 5 DEGREES 45 MINUTES.
2. REINFORCING STEEL BAR SIZE, SPACING, LENGTHS, AND OUTSIDE COVER SHALL BE THAT OF WHICHEVER
ADJOINING BOX SECTION PROVIDES THE BOX SECTION PROVIDES THE GREATER STEEL AREA FOR EACH TYPE OF BAR. LONGITUDINAL BARS SHALL BE CONTINUED THROUGH THE JOINTS WITH THE TRANSTION STRUCTURE.
3. THE THICKNESS OF THE WALLS AND SLABS SHALL BE THOSE OF THE ADJOINTING BOX SECTION AT EACH END OF THE TRANSITION AND SHALL VARY UNIFORMLY BETWEEN THE TWO ENDS.
4. f'c = 4000 PSI AT 28 DAYS .
5. TRANSVERSE JOINT KEYWAYS, AS DETAILED FOR LONGITUDINAL JOINT KEYWAYS AT BASE OF OUTER WALLS ON THE PROJECT DRAWINGS, SHALL BE PLACED IN BOTH SLABS AND WALLS AT THE END OF EACH POUR.
6. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE GENERAL STRUCTURAL NOTES APPLYING TO BOX STRUCTURES SHOWN ON THE PROJECT DRAWINGS.
7. ALL STEEL, EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 60 BILLET STEEL CONFORMING TO ASTM A 615 AND SHALL TERMINATE 1'h" CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN.
CITY OF TRANSITION STRUCTURE No. 4
DOUBLE BOX TO DOUBLE BOX
DRAWN: STAFF
i C
STAFF tr
Department of PK Public Works
STANDARD PLAN
2002
PLATE 534
SHEET 1 OF 1
338
j
TRIPLE _
R.C. BOX A
I
T'
N
N
CO--1
-- - ----
-
---------- - - - -
-------------
------- - - -
----
-----------
---------
REINFORCING STEEL DETAILS
SAME AS FOR TRIPLE BOX SECTION
------------------------------
VARIABLE
2*-0"
..IMMON011111111111 OMIONION111.1111.
DOUBLE
R.C. BOX
VALLEY
T4
1 1/2" RADIUS
RADIUS=1/2T4 T4
N -------------------
---
-----------------------
-----------------
N
STRUCTURAL ANALYSIS REQUIRED WHEN
THIS DIMENSION EXCEEDS 2*-0"
i
j
-
F
NOTES:
coi
SECTIONAL PLAN
SECTION A—A
TRANSVERSE JOINT KEYWAYS. AS DETAILED
FOR LONGITUDINAL JOINT KEYWAYS AT BASE
OF OUTER WALLS ON THE PROJECT DRAWINGS.
SHALL BE PLACED IN BOTH SLABS AND WALLS
AT THE END OF EACH POUR.
VALLEY EQUAL
1. HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE.
0, SHALL NOT EXCEED 5 DEGREE 45 MINUTES.
2. REINFORCING STEEL BAR SIZE. SPACING. AND OUTSIDE
COVER SHALL BE THAT OF THE ADJOINING BOX SECTION
WITHIN THE LIMITS INDICATED ON THE DRAWING. FOR
CURVED TRANSITIONS SPACE BARS ON CENTER UNE, AND
PLACE TRANSVERSE STEEL RADIALLY. BARS LENGTHS AND
DIMENSIONS SHALL VARY UNIFORMLY THROUGHOUT TRANSITION.
LONGITUDINAL BARS SHALL BE CONTINUED THROUGH THE
JOINTS WITH THE TRANSITION STRUCTURE.
3. CONCRETE THICKNESS SHALL BE THAT OF ADJOINING BOX
SECTION WITHIN THE LIMITS INDICATED ON THE DRAWING.
4. PLAN AS SHOWN IS FOR TRIPLE BOX SECTION DOWNSTREAM.
WHEN TRIPLE BOX SECTION IS UPSTREAM, REVERSE THE
RADIUS AT THE ENDS OF DMSION WALLS AS FOLLOWS:
o) TAPER THE LAST TWO FEET OF TRIPLE BOX DMSION
WALLS TO END IN 1 1/2 INCH RADIUS.
b) THE TWO FOOT EXTENSION OF CENTER WALL OF DOUBLE BOX
TO BE OF UNIFORM THICKNESS. T* 4, ENDING IN RADIUS 1/2 T'4 .
5. f'c = 4000 PSI AT 28 DAYS.
6. ALL STEEL. EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 60 BILLET STEEL CONFORMING TO ASTM A615 AND SHALL TERMINATE 1 1/2" CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN.
STEEL PATTERN SHOWN IS P CTORLAL ONLY.
SEE PROJECT DRAWINGS FOR ACTUAL STEEL
LAYOUT.
SECTION B—B
GronvilIe M. Bowman
CITY OF TRANSITION STRUCTURE No. 5
BLE BOX IRE BO
DRAWN: STAFF I CKO.: STAFF
_DOU
Department of Public Works APPR
STANDARD PLAN
2002
PLATE 535
SHEET 1 OF 1
339
1 TRIPLE
R.C. BOX
r
A A TRIPLE
R.C. BOX
CNt
STEEL PATTERN SHOWN IS
PICTORIAL ONLY. SEE PROJECT
2 DRAWINGS FOR ACTUAL LAYOUT.
T2
NOTES: SECTION B-B
1. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE. 0, SHALL NOT EXCEED 5 DEGREES 45 MINUTES.
2. REINFORCING STEEL BAR SIZE, SPACING, AND OUTSIDE COVER SHALL BE THAT OF THE LARGER SECTION.
FOR FOR CURVED TRANSTIONS, SPACE BARS ON CENTER LINE AND PLACE TRANSVERSE STEEL RADIALLY.
BAR LENGTHS AND DIMENSTIONS SHALL VARY UNIFORMLY THROUGHOUT TRANSTION. LONGITUDINAL BARS SHALL BE CONTINUED THROUGH THE JOINTS WITH THE TRANSTION STRUCTION.
3. THE CONCRETE THICKNESS SHALL BE THAT OF THE LARGER BOX SECTION.
4. f 'c = 4000 PSI AT 28 DAYS.
5. TRANSVERSE JOINT KEYWAYS, AS DETAILED FOR LONGITUDINAL JOINT KEYWAYS AT BASE OF OUTER WALLS ON THE PROJECT DRAWINGS, SHALL BE PLACED IN BOTH SLABS AND WALLS AT THE END OF EACH POUR.
6. ALL STEEL, EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 60 BILLET STEEL CONFORMING TO ASTM A615 AND SHALL TERMINATE 1 14" CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN.
CITY OF TRANSITION STRUCTURE No. 6
Ea BO
DRAWN: STAFF I CKD • STAFF
STANDARD PLAN
2002
PLATE 536 TRIPLE BOX
Department of Public Works APPR
Granville M. Bowmon SHEET 1 OF 1
340
LEVEL
GRADE
GROUT ALL CELLS SOLID
—#4 0 BARS-6" BLOCKI
2—#4 0 BARS-8" BLOCK
X BARS
12" GRAVEL FILL
OMIT HEAD JOINT IN FIRST
COURSE 0 32" FOR WEEP HOLE
GRADE
c•N
#4 0 BARS —
4 #4 0 BARS
B
POUR FOOTING AGAINST UNDISTURBED NATURAL SOIL
LEVEL
GRADE
B
GRADE
CV
H B T 'X' BARS
2'-0" 1'-6" 6" #3 0 48" O.C.
3*-0" 1' —10" 6" #3 0 32" O.C.
4'-0" 2'-6" 8" #4 0 48" O.C.
GENERAL NOTES:
1. CONCRETE-2000 P.S.I. MIN. 0 28 DAYS; 480 C 2000, 4" MAXIMUM SLUMP.
2. REINFORCING STEEL—ASTM A15 & A305, MIN. f s =18000 P.S.I.
3. REINFORCING STEEL LAPS—MIN. 1'-6"
4. CONCRETE MANSORY UNITS —ASTM C 90; CONCRETE BLOCK GRADE 'A'
5. GROUT-1 PART CEMENT, 2 TO 3 PARTS SAND, 2 PARTS PEA GRAVEL.
6. SOIL—MAX. 1000 P.S.I. BEARING PRESSURE.
7. BACKFILL—COHESIONLESS SOIL.
8. ALL WORKMANSHIP AND MATERIALS TO CONFORM WITH THE UNIFORM BUILDING CODE.
9. NO SURCHARGE ON WALL. CONSULT A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER FOR DESIGN
OF RETAINING WALLS HAVING
(o) A HEIGHT GREATER THAN 4 FEET AND/OR
(b) ANY SURCHARGE (VEHICLE LOADING, ADJACENT FOOTING, ETC.).
Granville. M. Bowman
CITY OF RETAINING WALL
DRAWN : STAFF ICKD.: STAFF.1.
Department of Public Works APPR
STANDARD PLAN
2002
PLATE 600
SHEET 1, OF 1.
341
VARIES 4' MIN
2' WALK F.F.
PAD
0.5' MIN. EXPOSURE OR 0.5'
PLUS FOOTING EXTENSION
FOOTING DEPTH PER BUILDING PLANS.
TYPICAL SWALE SECTION
PROPERTY LINE
2% MIN., 5% MAX. (TYP.)
LIP 0 S/W=O.
1' AT 10%=0.2'
2' AT 5% =0.1'
1' AT 10% = 0.1'
TOTAL= 0.5'
1.1.1 C
Iw
;
H.P. OF SWALE TO BE A MIN.
OF 0.25' BELOW F.G. AT BLDG.
AND A MIN. OF 2% SLOPE AWAY
FROM STRUCTURE (TYP.)
ELF
SLOPE FROM PAD TO SWALE:
0.3' MIN.
10% MAX.
LONGITUDINAL
SWALE SLOPE
1.5% MAX.
1% MIN.
1% MIN.
5% MAX.
LEGEND:
B.S.W. = BACK OF WALK
F.L. = FLOW LINE
F.G. = FINISH GRADE
H.P. = HIGH POINT
--- 4' MIN.
F.F.= ELEV.
SLAB = THICKNESS IN INCHES
SAND = THICKNESS IN INCHES
PAD = ELEV.
SLOPE FROM PAD
TO SWALE:
0.3' MIN., 10% MAX.
DENOTES EXTENDED
FOOTING
c4-
<<,\-
1.5% MAX.
1% MIN.
1% MIN.
5% MAX.
•
PROPE
. •.. •
•DRIVEWAY
LONGITUDINAL
SWALE
SLOPE
. •_. • SIDEWALK. .
PARKWAY
GUTTER F.L. ELEV.
f—CURBFACE
NOTES; GUTTER F.L. ELEV.
1. THE CD DENOTES AN EXTENDED FOOTING WHERE "n" EQUALS THE EXTENDED FOOTING DEPTH.
2. DEVIATION FROM THIS CRITERIA WILL REQUIRE PRIOR APPROVAL OF THE CITY OF OXNARD.
3. CALL OUT ALL ELEVATIONS AS SHOWN.
4. THIS PLATE PRIMARILY APPLIES TO SINGLE FAMILY RESIDENTIAL DEVELOPMENT. FINISH FLOOR ELEV.
SHALL BE 25" ABOVE THE LOWEST ADJACENT STREET GUTTER OR BE PROTECTED FROM A 100 YEAR STORM STORM, WHICHEVER IS GREATER.
5. SIDEWALK DRAINS SHALL NOT BE USED IN RESIDENTIAL CONSTRUCTION.
CITY OF STANDARD LOT DRAINAGE
DRAWN :STAFF I CKD • STAFF "---0
Department of Public Works APPR #11.04...
Gronville M. B owm an
STANDARD PLAN
2002
PLATE 601
SHEET 1 OF 1
342
DETAlL APPLlCABILlTY: STREETS OLDER THAN 10 YEARS
t--........--=&=. SACKFlll lONE - 95% OF LASORATORY MAXIMUt.1 OENSITY. INSPECTION OF THE DENSITY Wlll BE
DONE BY TEST
OR
SACKFlll AlTERNATIVE. SEE SHEET 3 NOTE 7
NEW A.C. = EXISTING THICKNESS +1"
t--........-&==:::;..CAB. CMB. CL2. OR RECYCLEO PMB
AS PER CONTROLUNG SPECIFICATION
OR
BACKFllL ALTERNATlVE. SEE SHEET 3 NOTE 7
All UNDERMINEO OR OAMAGED A.C.
PAVEMENT IS TO BE REMOVED ro
UNDISTURBEO SUBGRAOE ..........._-J
BACKFlll lONE MATERIALS SHAll
HAVE A SANO EOUIVAlENT OF 20
OR GREATER TO BE DETERMINEO BY
SOllS ANAlYSIS. BACKFILl PAlCEMENT
SHAll BE PER STANDARO SPECS.
&J:EE SHEET 3 NOTE 10 F'OR MINIMUM
~~._~DT~? REPAlR FLUSH WITH
EXISTlNG PAVEMENT TACK COAT 0.10 GAI..!SY SS-lH
FINISH GRADE~ SAW CUt: (SEE NOTE 5) AlL VERTICAl SURFACe:S ~~~~/~~~~ /~~~~~j~J ~~L~~L~L~ ~L~L~~~
BEOOING ZONE
MATERIAL IN BEODING lONE ANO IN
PIPE lONE 90'; OF LAS. MAX. DENSITY.
SE = OR > 30. (SEE NOTE 10)
1.....--t.1INIMUM 6" & MAXIMUM 12"
PIPE
lONE
SPRING UNE1
ROCK STABIUZATION REOUIREO
IN UNSUITABLE SOll AS
DETERMINEO BY THE
INSPECTOR OR SOll
ANAlYSIS. BACKFILl • ..•.... ...•. '!o
PLACEMENT SHAll BE . . .... .
PER STANDARD SPECS.-S-I I '!o L-L ...J
STO. TRENCH BACKFILL REQUIREMENT
DRAWN: A. ROQUe: CKD.:S.STARR. Pe:
Department 01 Pub/ic 1Yorks APPR.
STANDARD PlAN
2002
PLATE 602
SHEET 1 OF
343
DETAll APPlICABllI1Y: STREETS LESS THAN 10 YEARS
SEE SHEET 3 NOTE 10 FOR
MINIMUM FULL OEPTH AC
REMOVAL WIOTH ON aoTH PARAlLEl 10 Ci SIDES OF THE TRENCH MATCH CROWN le SLOPE
IN EXISTlNG ROAD SURFACE
NEW ASPHALT TO BE
EXISTlNG PLUS 1· THICK EXISTlNC MEPlAN OR
PG 64-10 B OR C2 AC CURB le GUTTER
MILL 0.13' OF EXISTlNG \
PAV(MENT le PAVE wlTH O.l:r TACK COAT \ .... r:¡ r I
l ... C2 AC PG 64-10 FULL WIOTH 0.10 CAL/SY.. .~
I . , SS-lH '_¡ I . lo _ - _ - .-.--!~"""....,.-"'-r-r-r"""""""'-"""'~""""'''''''-'''-r..,..-r-+-..,...''''''''''''''''~'''''" - ... _J ... •• >', ~.>.'~:.:. ~.... " ..... ~*: . I ~~ _ :.. ~~_J~ ~-'-'~'-''-'-'-'~_.~.~_-._J
SEE SHEET 1 FOR ""'-EXISTlNG PAVEMENT
TRENCH REQUIREMENTS--+~
2rJ' WIDE REINFORCEMENT F~IC
TACK 0.23 CAL/SY FOR FABRIC
SEE SHEET 3 NOTE 10 FOR
MINIMUM FULL OEPTH AC
REMOVAL WIDTH ON BOTH
SIDES OF THE TRENCH
TRENCH WIDTH
MIN
12"
[1lE_ """'" 0.13'
--"','¡..,.:....,....,...:..,...;-.::,.....,.....,..."...,......"...,..._..,,-.;.-.,...:..~,.....,....t-¡¡ EXISTlNG PAVEMENT 1-,,-, -, ,-,-,-, ::... ::... ::... ::... ::"'I~'~ TACK 0.10 CAL/SY SS-IH
ON VERTICAL &: HORIZONTAL
SURFACES ------../
& PERPENDICUlAR ro <l
SEE NOTES 15 &: 16
STO. TRENCH BACKFILL REQUIREMENT
ORAWN: A. ROQuE CKO.: 13.STARR. PE
Department o/ Pub/jc W'orks APPR•.;.;-,---+:.,.,...-.....
STANOAAO PLAN
2002
PLATE 602
SHEET
344
TRENCH DEPIH MIN. J!AVflMENT REMOVAL ag:xOND TRENCH WAU.
O - S' 12-
$' - 10' l6-
1~+ ~-
NOTE: CI1Y OF OXNARD PUBUC· WÓRKS INSPECTOR ~Y INCRfASE BEYOND THESE UMITS DUE TO SPECIAL S/TE CONDITIONS ANO CONTRACTORS METHOD OF OPERATION. REMWAl WlDTHS IDENTIFlED ABOVE ARE MINIMUM REQUIRED FOR ALL TRENCH REPAlRS.
BEDDING ANO ~IPE ZONE F1LL SHALL BE PERSSPWC (GREENBOOK) UN~SS OTHERWISE SPECIFlED.
REINFORCING FABRIC,WILL BE -PAVE PREP", -PAVE TAC' -OR EQUAL FOR TRENCHES PARALLEL TO THE t OF THE STREET THE ENTlRE.PAVEMENT WIDTH BE1WEEN THE EOGES OF THE PAVEMENT, i.e. CURB TO CURB, SHALL BE REMOVED TO ADEPTH OFO.13'; THE TRENCH ARrA SHALL BE RESTORED AS PER SHEET 1 &: 2.
FOR TRENCHES PERPENDICULAR TO STREET t. THE PAVEMENT SURFACE SHALL BE ,REMOVED TO A DEPTH OF 0.13' AS DETERMINED BY SHEET 1 &: 2. STRIPS OF PAVEMENT REINFORCEMENT FABRIC SHALL BE CENTERED OVER THE EDGES OF THE TRENCH. MINIMUM WIDTH OF REINfORCING FABRIC FABRIC SHALL BE 2ft.
MULTlPLE PERPENDlCULAR/TRANVERSE TRENCHES SPACED CLOSER THAN 500 FEET APART SHALL BE MILLED LONGITUDINAlLY FROM TRENCH TO TRENCH ANO CAPPED WITH A 0.13' C2 AC PG 64-10 FULL WIDTH Of THE STREET AS SHOWN ON PARALLEL TO t.
POT HOLES SHALL BE CONSIDERED TRENCH CUTS FOR REPAlR PURPOSES.
1. JEmNG PERMITIED 3' BELOW SUBGRADE IN SUITABLE SOIL (SE = OR >30) WITH NO GROUNDWATER CONDmON• .&2. A.C. ANO BACKFlLL TO BE MECHANICALLY COMPACTED. WHEEL ROWNG NOT PERMITIED.
3. A.C. COLO MIX TO BE ON SITE PRIOR TO BRE'AKING PAVEMENT.
4. SHORING REQUIRED PER CAL-OSHA
S. ALL TRENCHES PARALLEL TO THE éENTERUNE OF THE STREET SHALL BE PAVED WITH ASPHALT PAVlNG MACHINE FLUSH WITH THE EXISTING PAVEMENT.
BACKFlLL SHALL BE IN ACCORDANCE WITH THlS PLATE EXCEPT THAT THE BACKFlLL OF TRENCH ON TRANSVERSE CUTS ON ALL MAJOR ARTERIAL STREETS SHALL BE A ONE SACK CEMENT SLURRY• A 1~-SACK SLÚRRY BACKFIU MAY BE AlLOWED BY ENGINEER.
HYDRO-HAMMER, OR STOWPER, IS PERMITIED SUBJECT TO PRIOR APPROVAL. THEY ARE NOT PERMITIED WITHIN S' OF EXISTlNG UTIUT1ES.
IF EOGE OF ~TRENCH 15 60- OR LESS FROM THE EOGE OF A GUTTER, OR OTHER EXISTING TRENCH REPAlR, THEN REMOVE THE INTERVENING ASPHALT BE1WEEN THE GlJITER EDGE OR EXISTlNG TRENCH REPAlR ANO REPAVE IT AS PART OF THE lM:NCH RESURF'ACING.
&&6.
.&7.
8. 9.
'&10.
;
......
ai
.9
11. 12.
'&13.
'&14.
~1S.
~16.
; ai ai
:l :l
.9 o-J
STO. TRENCH BACKFILL REQUIREMENT STANDARD PLAN
2002
PLATE 602
SHEET
345
SIDEWAL r6"-12"
CLASS 125 PVC
PARKWAY 30" 1 PROVIDE
4fi" LIP
_ _
"T"
CURB--1
4, "
EXISTING PAVEMENT
0 rorAtorammairoaram
CLASS 125 PVC
PARALLEL TO CURB
0 EXISTING PAVEMENT EXISTING PAVEMENT
30"
5"
O
L. Rol erroma. PE, City Engineer
APPR
REPAVING REQUIREMENT FOR ROCKSAW TRENCHES
IN CITY STREETS/ALLEYS AND PARKWAYS
CLASS 125 PVC
C/L
TRANSVERSE TO CURB
NOTES;
1. ROCKSAW TRENCH 4"-6" WIDE, MAX. 24" FROM GUTTER FACE, 18 COVER OVER CONDUITS.
2. FILL TRENCH TO TOP WITH 11 SACK MIX CEMENT/SAND SLURRY.
3. GRIND FROM GUTTER LIP TOWARDS STREET CENTERLINE A MINIMUM OF 30" WIDE AND 2" DEEP ON PARALLEL TRENCHES & 30" WIDE AND 2" DEEP CENTERED ON TRANSVERSE TRENCHES OR AS DIRECTED BY CITY OF OXNARD PUBLIC WORKS INSPECTOR AND PLACE C-2 PG 64-10 ASPHALT COMPACTED WITH A ROLLER TO 95%.
4. PLACE 3.5 OUNCE PETROMAT 18" WIDE CENTER ON TRENCH & TACK WITH 0.23 GAL/SY SS-1H.
5. PARKWAY CONSTRUCTION: PERMITEE TO SUBMIT DETAILS FOR APPROVAL. ALL APRONS RIBBON GUTTERS, RESIDENTIAL
HARDSCAPE & RESIDENTIAL SOFTSCAPE SHALL BE RESTORED/REPAIRED/OR REPLACED AS ORIGINALLY FOUND AND AS DIRECTED BY THE CITY OF OXNARD PUBLIC WORKS INSPECTOR.
6. TACK COAT 0.10 GAL/SY SS-1H ALL VERTICAL & HORIZONTAL SURFACES OR UNLESS NOTED OTHERWISE.
7. TYPE II SLURRY SEAL PLACED AT 16#/SY. SLURRY SEAL SHALL EXTEND FROM THE GUTTER LIP TO THE LANE LINE, OR AS DIRECTED BY THE PUBLIC WORKS INSPECTOR.
&S. MULTIPLE PERPENDICULAR/TRANVERSE TRENCHES SPACED CLOSER THAN 500 FEET APART SHALL BE MILLED LONGITUDINALLY FROM TRENCH TO TRENCH AND CAPPED WITH A 0.13' C2 AC PG 64 -10 FULL WIDTH OF THE STREET AS SHOWN ON
PARALLEL TO
j9. POT HOLES SHALL BE CONSIDERED TRENCH CUTS FOR REPAIR PURPOSES.
ROCKSAW TRENCH CUTS ARE NORMALLY NOT ALLOWED. UTILITIES ARE REQUIRED TO BE BORED, EXCEPT WHEN ALLOWED BY THE CITY ENGINEER OR REPRESENTATIVE. (0 (0
0 0
03 MCN
N rn
co am
3 3
0 0
.41
ROCKSAW TRENCH
DRAWN: A. ROQUE I CKD B.STARR, PE
Department of Public Works
STANDARD PLAN
2002
PLATE 603
SHEET 1 OF 1
346
CONC. CAP
BRACES (TYP.)
STEEL ANGLE
2 3" STEEL PIPE
HINGE
1 ;-)
HINGE
/
i
I Is 4 UM
l' –2"
.11111111
:• I I
14' '' l'
LATCH & II.,
CANE BOLT .I I
WELD TO
- 1;,."
+4" T.C.
(+
— 8 CURB TRASH
BIN
EXIST.
GRADE
3" STEEL PIPE
\ 3/4" PIPE
0 / 6" THICK CONC. WITH
6x6-10x10 W.W.M.
PLAN VIEW
(4 YARD)
4 9A6"
GATE SECTION
40"
3/4' PIPE 9
DIA.
FRONT VIEW
CONTINUOUS BOND BEAM
14 CONT. MIN. 3/4"
GROUT COVER
#4 VERT. BAR AT 40" 0.C.
GROUT ALL CELLS
8" CONC. BLOCK
#4 BAR #3 18" O.C.
EACH WAY
5" CONC. 3 1_
4 BAR
-J
3 " CLR.
18 GAUGE
3" CLR.
4" SAND
S.E._30
CONC. CAP
FOOTING SECTION ALTERNATE FOQTING
+2" T.C. +2" T.C.
0.0 F.S. 0.0 F.S.
N+4"T.C.
+2" F.S.
TRASH BIN
.c.
+2" F.S.
3"x 8" CURB
8 NO PARKING ZONE
5'
6" or 8" R.C.M.
L
I'
3" STEEL PIPE / \
/ \ / \
/ \ / \
../ '.. ../
--
PLAN VIEW
(DOUBLE 4 YARD)
6" THICK CON. WITH
6x6-10x10 W.W.M.
3/4" PIPE
j
APPR
Granville M. Bowmen
CITY OF
PARALLEL REFUSE CONTAINER ENCLOSURE
WITH SIDE ENTRANCE
DRAWN: STAFF ICKD STAFF
Department of Public Works
STANDARD PLAN
2002
PLATE 604
SHEET 1 OF 2
347
NOTES:
1. WALLS: SLUMPSTONE BLOCK, REINFORCED AND CAPPED. STRUCTURE TO BE APPROVED PRIOR TO CONSTRUCTION BY BUILDING AND SAFETY DEPARTMENT.
2. GATES; SHALL BE STEEL FRAMED WITH STEEL ANGLE BRACE TYPE METAL 18 GAUGE AND STEEL MINI V—BEAM PANEL AND THE GATE ITSELF, SHALL BE HUNG ON A 3" STEEL PIPE, CONCRETE FILLED THAT IS NOT ATTACHED TO THE ENCLOSURE. SHALL NOT OPEN INTO DRIVING LANES OR PARKING SPACES.
3. SIZE; ENCLOSURE SIZE FOR SINGLE FOUR YARD CONTAINER IS TO BE 8' DEEP AND 8' WIDE AND FOR DOUBLE FOUR YARD IS TO BE 8' DEEP AND 16' WIDE. SIZE OF ENCLOSURE TO BE DETERMINED IN ADVANCE OF CONSTRUCTION BY THE REFUSE SUPERINTENDENT.
4. LOCATION: TO BE DETERMINED IN ADVANCE OF CONSTRUCTION FROM PLANS SUBMITTED TO THE REFUSE SUPERINTENDENT. CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF OXNARD ORDINANCE—SECTION 34-9.4. 15-19, AND 15-26.
5. FLOOR; SHALL BE OF CONCRETE, WITH A MAXIMUM SLOPE OF 2" TO DRAIN ENCLOSURE, AND FLUSH
WITH ADJOINING PAVEMENT
6. LATCH: A LATCHING ASSEMBLY IS REQUIRED WITH CANE BOLTS ON BOTH GATES TO HOLD IN OPEN AND CLOSED POSITION WITH 3/4" PIPE TO HOLD THE CANE BOLT.
7. ACCESSABILITY: ENCLOSURE LOCATIONS SHOULD NOT BE BEHIND ANY LOCKED GATES, CHAINS, OR FENCES. IF ENCLOSURE LOCATIONS ARE SITUATED BEHIND LOCKED COMPLEXES, THE CONDITIONS FOR
PICKUP WILL BE FORMALIZED IN A WRITTEN AGREEMENT SIGNED BY THE OWNER AND APPROVED BY THE REFUSE SUPERINTENDENT. THIS AGREEMENT MUST BE APPROVED PRIOR TO APPROVAL OF PLANS.
CONTACT THE REFUSE PROGRAM FOR DETAILS AT 385-8060.
8. ROOF: A SOLID ROOF WITH 8 FEET OF CLEARANCE IS REQUIRED ON ALL TRASH ENCLOSURES.
9. GREASE INTERCEPTOR: TRASH ENCLOSURES SERVING FOOD PREPARATION FACILITIES, GAS STATIONS AND
GROCERY STORES SHALL INCLUDE A TRAFFIC RATED TRENCH DRAIN WITHIN THE ENCLOSURE WHICH DRAINS THROUGH A GREASE INTERCEPTER TO THE SEWER SYSTEM. OTHER USES MAY BE REQUIRED TO INSTALL A TRENCH DRAIN AS DIRECTED BY THE CITY ENGINEER.
10. FIRE SPRINKLER: FIRE SPRINKLER MAY BE REQUIRED BY THE CALIFORNIA BUILDING CODE OR THE THE UNFORM FIRE CODE.
11. PARKING: NO PARKING SPACES ARE ALLOWED WITHIN 5 FEET OF EDGE OF ENCLOSURE.
CITY OF
PARALLEL REFUSE CONTAINER ENCLOSURE
WITH SIDE ENTRANCE
DRAWN: STAFF ICKD.: STAFF ya4
Department of Public Works
STANDARD PLAN
2002
PLATE 604 & zie
APPR. SHEET 2 OF
348
CONC. CAP
GATE SECTION
4 9A 18 GAUGE
3/4" PIPE
LATCH &
CANE BOLT
WELD TO [U.
FRAME
9 I 3"
DIA. CLR.
FRONT VIEW
#4 VERT. BAR AT 40" O.C.
GROUT ALL CELLS
6" OR Er CONC. BLOCK
#3 0 18" O.C.
EACH WAY
5" CONC. 3"-)__
3- 1—16"
CLR. 12"
FOOTING SECTION
4" SAND
S.E. _ 30
12"
#4 BAR
ALTERNATE FOOTING
STEEL ANGLE
BRACES (TYP.)
3" STEEL PIPE
CONC. CAP
6- THICK CONC. WITH
6x6-10x10 W.W.M.
PLAN VIEW
(4 YARD)
CONTINUOUS
BOND BEAM
#4 CONT. MIN. 3/4"
GROUT COVER
#4 BAR
TRASH BIN
EXIST.
GRADE
5' NO
PARKING ZONE
5' NO
PARKING ZONE
6" or 8" R.C.M.
6" THICK CONC. WITH
6x6-10x10 W.W.M. \
3" STEEL PIPE
/ \
3/4" PIPEI
L
A
PLAN VIEW
(DOUBLE 4 YARD)
PARALLEL REFUSE CONTAINER ENCLOSURE WITHOUT
CITY OF
STANDARD PLAN
2002
DRAWN :STAFF I CKD STAFF PLATE 605
SIDE ZTRANCE
Department of Public Works APPR
V
}41-aegOte---.
Granville. M. Bowman _SHEET 1 OF 2
349
NOTES
1. WALLS: SLUMPSTONE BLOCK, REINFORCED AND CAPPED. STRUCTURE TO BE APPROVED PRIOR TO CONSTRUCTION BY DEVELOPMENT SERVICES DEPARTMENT.
2 GATES: SHALL BE STEEL FRAMED WITH STEEL ANGLE BRACE TYPE METAL 18 GAUGE AND STEEL MINI V- BEAM PANEL AND THE GATE ITSELF, SHALL BE HUNG ON A 3" STEEL PIPE, CONCRETE FILLED THAT IS NOT ATTACHED TO THE ENCLOSURE.
3. SIZE; ENCLOSURE SIZE FOR SINGLE FOUR YARD CONTAINER IS TO BE 6' DEEP AND 8' WIDE AND FOR DOUBLE FOUR YARD IS TO BE 6' DEEP AND 16' WIDE. SIZE OF ENCLOSURE TO BE DETERMINED IN ADVANCE OF CONSTRUCTION BY THE REFUSE SUPERINTENDENT.
4. LOCATION: TO BE DETERMINED IN ADVANCE OF CONSTRUCTION FROM PLANS SUBMITTED TO THE REFUSE SUPERINTENDENT. CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF OXNARD ORDINANCE-SECTION 34-9.4, 15-19, AND 15-26.
5. FLOOR: SHALL BE OF CONCRETE, WITH A MAXIMUM SLOPE OF 2" TO DRAIN ENCLOSURE, AND FLUSH
WITH ADJOINING PAVEMENT
6. LATCH: A LATCHING ASSEMBLY IS REQUIRED WITH CANE BOLTS ON BOTH GATES TO HOLD IN OPEN AND CLOSED POSITION WITH 3/4" PIPE TO HOLD THE CANE BOLT.
7. ACCESSABILITY: ENCLOSURE LOCATIONS SHOULD NOT BE BEHIND ANY LOCKED GATES, CHAINS, OR FENCES. IF ENCLOSURE LOCATIONS ARE SITUATED BEHIND LOCKED COMPLEXES, THE CONDITIONS FOR
PICKUP WILL BE FORMALIZED IN A WRITTEN AGREEMENT SIGNED BY THE OWNER AND APPROVED BY THE REFUSE SUPERINTENDENT. THIS AGREEMENT MUST BE APPROVED PRIOR TO APPROVAL OF PLANS.
CONTACT THE REFUSE PROGRAM FOR DETAILS AT 385-8060.
8. ROOF: A SOLID ROOF WITH 8' FEET OF CLEARANCE IS REQUIRED ON ALL TRASH ENCLOSURES.
9. GREASE INTERCEPTOR: TRASH ENCLOSURES SERVING FOOD PREPARATION FACILITIES, GAS STATIONS AND
GROCERY STORES SHALL INCLUDE A TRAFFIC RATED TRENCH DRAIN WITHIN THE ENCLOSURE WHICH DRAINS THROUGH A GREASE INTERCEPTER TO THE SEWER SYSTEM. OTHER USES MAY BE REQUIRED TO INSTALL A TRENCH DRAIN AS DIRECTED BY THE CITY ENGINEER.
10. FIRE SPRINKLERS: FIRE SPRINKLERS MAY BE REQUIRED BY THE CALIIFORNIA BUILDING CODE OR THE .
UNIFORM FIRE CODE.
PARKING: NO PARKING SPACES ARE ALLOWED WITHIN 5 FEET OF EDGE OF ENCLOSURE.
REFUSE CONTAINER ENCLOSURE WITHOUT
CITY OF SIDE ENTRANCE
DRAWN :STAFF I CKD • STAFF
Department of Public Works APPR
STANDARD PLAN
2002
PLATE 605
Granville. M. Bowman SHEET 2 OF 2
350
MP IN IBM MINIM • 411•111.11111■••101
1100■ 1111111111
Granville M. Bowmon
STEEL ANGLE
BRACES (TYP.) CONC. CAP 3" STEEL PIPE
8" R.C.M.
TRASH BIN
+4" T.C. +4" T.C.
+2 F.S. +2 F.S. I
6" CURB
6'-6"
HINGE
EXIST.
GRADE
3/4" PIPE
M100,40. .1110.11.• .1111011,11111.1.4 MIAOW /1110111.111■41111,0111•01•01 +2" T.C.
0.0 F.S.
3" STEEL PIPE
+2" T.C.
0.0 F.S.
HINGE
LATCH & III
CANE BOLT
WELD TO
FRAME ' I 3"
DIA. CLR.
FRONT VIEW
3/4" PIPE CONC. CAP
6" THICK CONC. WITH
6x6-10x10 W.W.M.
PLAN VIEW
(4 YARD)
CONTINUOUS
BOND BEAM
14 CONT. MIN. 3/4"
GROUT COVER
4 VERT. BAR AT 40" 0.C.
GROUT ALL CELLS
8" CONC. BLOCK
GATE SECTION #4 BAR
co
CLR. 12" I S.E._30
FOOTING SECTION IN
1111-1111111MIIMIIIIIMI111111•111-0111-11111191
64-- #4 BAR
12"
ALTERNATE FOOTING
5'
#3 0 18" O.C.
EACH WAY
5" CONC. 3"—L.
— — — —
+ 4" T.C.
+2" F.S.
TRASH BIN io
)1
+ 2" T.C. 6
.-6" I
\3" STEEL PIPE
— —
+4" T.C.
+2" F.S. I
\-- 3 ix 8" CURB
6.-6"
+2" T.C.
L 0.0 F.S.
NO PARKING ZONE
6" or 8" R.C.M.
6" THICK CON G. WITH
6x6-10x10 W.W.M.
3/4" PIPE
0 0
PLAN VIEW
(DOUBLE 4 YARD)
CITY OF
PERPENDICULAR REFUSE CONTAINER ENCLOSURE WITHOUT
SIDE ENTRANCE
DRAWN: STAFF I CKO.:
Department of Public Works APPR
STANDARD PLAN
2002
PLATE 606
SHEET 1 OF 2
351
NOTES:
1. WALLS; SLUMPSTONE BLOCK, REINFORCED AND CAPPED. STRUCTURE TO BE APPROVED PRIOR TO CONSTRUCTION BY BUILDING AND SAFETY DEPARTMENT.
2. GATES; SHALL BE STEEL FRAMED WITH STEEL ANGLE BRACE TYPE METAL 18 GAUGE AND STEEL MINI V-BEAM PANEL AND THE GATE ITSELF, SHALL BE HUNG ON A 3" STEEL PIPE, CONCRETE FILLED THAT IS NOT ATTACHED TO THE ENCLOSURE. SHALL NOT OPEN INTO DRIVING LANES OR PARKING SPACES.
3. SIZE: ENCLOSURE SIZE FOR SINGLE FOUR YARD CONTAINER IS TO BE 7' DEEP AND 7' - 6" WIDE AND FOR DOUBLE FOUR YARD IS TO BE 7' 6" DEEP AND 15' WIDE. SIZE OF ENCLOSURE TO BE DETERMINED IN ADVANCE OF CONSTRUCTION BY THE REFUSE SUPERINTENDENT.
4. LOCATION: TO BE DETERMINED IN ADVANCE OF CONSTRUCTION FROM PLANS SUBMITTED TO THE REFUSE SUPERINTENDENT. CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF OXNARD ORDINANCE-SECTION 34-9.4, 15-19, AND 15-26.
5. FLOOR: SHALL BE OF CONCRETE, WITH A MAXIMUM SLOPE OF 2" TO DRAIN ENCLOSURE, AND FLUSH
WITH ADJOINING PAVEMENT
6. LATCH: A LATCHING ASSEMBLY IS REQUIRED WITH CANE BOLTS ON BOTH GATES TO HOLD IN OPEN AND CLOSED POSITION WITH 3/4" PIPE TO HOLD THE CANE BOLT.
7. ACCESSABILITY: ENCLOSURE LOCATIONS SHOULD NOT BE BEHIND ANY LOCKED GATES, CHAINS, OR FENCES. IF ENCLOSURE LOCATIONS ARE SITUATED BEHIND LOCKED COMPLEXES, THE CONDITIONS FOR
PICKUP WILL BE FORMALIZED IN A WRITTEN AGREEMENT SIGNED BY THE OWNER AND APPROVED BY THE REFUSE SUPERINTENDENT. THIS AGREEMENT MUST BE APPROVED PRIOR TO APPROVAL OF PLANS.
CONTACT THE REFUSE PROGRAM FOR DETAILS AT 385-8060.
8. ROOF: A SOLID ROOF WITH 8 FEET OF CLEARANCE IS REQUIRED ON ALL TRASH ENCLOSURES.
9. GREASE INTERCEPTOR: TRASH ENCLOSURES SERVING FOOD PREPARATION FACILITIES, GAS STATIONS AND
GROCERY STORES SHALL INCLUDE A TRAFFIC RATED TRENCH DRAIN WITHIN THE ENCLOSURE WHICH DRAINS THROUGH A GREASE INTERCEPTER TO THE SEWER SYSTEM. OTHER USES MAY BE REQUIRED TO INSTALL A TRENCH DRAIN AS DIRECTED BY THE CITY ENGINEER.
10. FIRE SPRINKLER: FIRE SPRINKLER MAY BE REQUIRED BY THE CALIFORNIA BUILDING CODE OR THE THE UNFORM FIRE CODE.
11. PARKING: NO PARKING SPACES ARE ALLOWED WITHIN 5 FEET OF EDGE OF ENCLOSURE.
PERPENDICULAR REFUSE CONTAINER ENCLOSURE WITHOUT
CITY OF SIDE ENTRANCE
DRAWN: STAFF C K D.: STAFF/47 I
Department of Public Works APPR
STANDARD PLAN
2002
PLATE 606
Granville M. Bowmon SHEET 2 OF 2
352
+0.5"
F.S. 8" R.C.M.
6" CURB
4" I.D. PIPE CONC.
FILLED 3' OUT OF
GROUND, 18" BURIED
+6" T.C. °
+4" F.S:\..
3/4" PIPE 24'
PLAN VIE1V 6" THICK CONC. WITH
6x6-10x10 W.W.M.
3' MIN.
0.0 F.S.
\
3" STEEL
PIPE
5 / 3" STEEL
PIPE
0 • 111111•1111=111111111111111011111111111111111111111111111111 +2" T.C.
O.OF.S.
+2" T.C.
0.OF.S.
11111111111111111111111111111111•11111111•111•111=111111111•111111111 4 9/16"--1r\_
WIDTH + 1'
2 3" STEEL PIPE
BRACES (TYP.) CONC. CAP-\
2 STEEL ANGLE
3' WIDE ACCESS \"-- 5" CURB
DOOR
+6 T.C.
+4" F.S.
0 18 GAUGE
4 36"
#4 BAR
FOOTING SECTION ALTERNATE FOOTING
EXIST.
GRADE
-LATCH &
CANE BOLT
WELD TO
FRAME
9 .
DIA.
FRONT VIEW
203
1 k- CLR.
CONTINUOUS
BOND BEAM
#4 CONT. MIN. 3/4"
GROUT COVER
#4 VERT. BAR AT 40" 0.C.
GROUT ALL CELLS
6x6-10x10
W.W.M.
(:1
4" thick SAND
S.E. 30
2"
8" CONC. BLOCK
CONC. CAP
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GATE /DOOR SECTION
CITY OF 30 YARD REFUSE CONTAINER ENCLOSURE
DRAWN :STAFF I CKD • STAFF
Department of Public Works APPR Gronville M. wmon
STANDARD PLAN
2002
PLATE 607
_SHEET 1 or 2
353
NOTES
1. WALLS; SLUMPSTONE BLOCK, REINFORCED AND CAPPED. STRUCTURE TO BE APPROVED PRIOR TO CONSTRUCTION BY DEVELOPMENT SERVICES DEPARTMENT.
2 GATES: SHALL BE STEEL FRAMED WITH STEEL ANGLE BRACE TYPE METAL 18 GAUGE AND STEEL MINI V-BEAM PANEL AND THE GATE ITSELF, SHALL BE HUNG ON A 3" STEEL PIPE, CONCRETE FILLED THAT IS NOT ATTACHED TO THE ENCLOSURE. SHALL NOT OPEN INTO DRIVING LANES OR PARKING SPACES. 3 SIZE; ENCLOSURE SIZE FOR SINGLE 30 YARD CONTAINER IS TO BE 24' DEEP AND 14' WIDE (OUTSIDE
DIMENSION) SIZE OF ENCLOSURE TO BE DETERMINED IN ADVANCE OF CONSTRUCTION BY THE REFUSE SUPERINTENDENT.
4. LOCATION: TO BE DETERMINED IN ADVANCE OF CONSTRUCTION FROM PLANS SUBMITTED TO THE REFUSE SUPERINTENDENT. CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF OXNARD ORDINANCE-SECTION 34-9.4, 15-19, AND 15-26.
5 FLOOR; SHALL BE OF CONCRETE, WITH A MAXIMUM SLOPE OF 2" TO DRAIN ENCLOSURE, AND FLUSH
WITH ADJOINING PAVEMENT
6 LATCH: A LATCHING ASSEMBLY IS REQUIRED WITH CANE BOLTS ON BOTH GATES TO HOLD IN OPEN AND CLOSED POSITION WITH 3/4" PIPE TO HOLD THE CANE BOLT.
7. ACCESSABILITY; ENCLOSURE SHALL NOT BE LOCATED BEHIND A LOCKED ENTRY OR GATE. THE ENCLOSURE OPENING MAY NOT BE BLOCKED BY PARKING OR LOADING SPACES. ANY CHANGES OF THIS REQUIREMENT MUST BE APPROVED BY THE REFUSE DIVISION BEFORC CONSTRUCTION.
ROOF: A SOLID ROOF IS REQUIRED ON ALL TRASH ENCLOSURES. g. GREASE INTERCEPTER: TRASH ENCLOSURES SERVING FOOD PREPARATION FACILITIES, GAS STATIONS AND
GROCERY STORES SHALL INCLUDE A TRENCH DRAIN WITHIN THE ENCLOSURE WHICH DRAINS THROUGH A GREASE INTERCEPTER TO THE SEWER SYSTEM. OTHER USES MAY BE REQUIRED TO INSTALL A TRENCH DRAIN AS DIRECTED BY THE CITY ENGINEER.
0. FIRE SPRINKLERS: FIRE SPRINKLERS MAY BE REQUIRED BY THE CALIIFORNIA BUILDING CODE OR THE UNIFORM FIRE CODE.
PARKING: NO PARKING SPACES ARE ALLOWED WITHIN 5 FEET OF EDGE OF ENCLOSURE.
CITY OF 30 YARD REFUSE CONTAINER ENCLOSURE
DRAWN :STAFF I CKD • STAFF (_1(/frt.434einee____
Department of Public Works APPR
Granville M. Bowman
STANDARD PLAN
2002
PLATE 607
SHEET 2 OF 2
354
V
PILING
TYPICAL SECTION
6' MAX. OVERHANG & 2' MIN.
CLEARANCE FROM PILE
8'—TOP OF ALL FOOTINGS
-J
WITHIN THIS AREA SHALL BE
BELOW THE FAILURE PLANE
DECK OR FENCE SUPPORT
SHALL NOT TIE INTO OR BE
PERMANENTLY ATTACHED
TO BULKHEAD WALL. DECK
OR FENCE SHALL NOT
IMPOSE LATERAL STRESSES
TO BULKHEAD WALL.
TOP OF BULKHEAD WALL
PRIVATE DECK
STRUCTURE
/1: TOP OF FOOTING
:H
O
a. •
FAILURE PLANE
W.S.
EXIST. BULKHEAD FOOTING
TOP OF WALL FOOTING
NOTES;
V
1. DECKS OR FENCES OTHER THAN WOOD MAY BE PERMITTED PROVIDED THE ADDITIONAL LOADING IS
WITHIN THE DESIGN STRUCTURAL STRENGTH OF THE EXISTING BULKHEAD WALL, AND THE DECK OR FENCE CAN BE REMOVED WITHOUT DAMAGE TO THE BULKHEAD. CONCRETE OR SIMILAR DECK MATERIALS ARE NOT ALLOWED.
2. DETAILED STRUCTURAL CALCULATIONS, PREPARED BY AN R.C.E. IN CALIFORNIA, SHALL BE REQUIRED BY THE CITY FOR REVIEW, PRIOR TO ISSUANCE OF ANY PERMITS.
3. ALL CONSTRUCTION SHALL CONFORM TO CURRENT CITY STANDARD SPECIFICATIONS.
4. ALL CALCULATIONS SUBMITTED SHALL CONFORM WITH CURRENT A.C.I. AND CALIF. BUILDING CODE REQUIREMENTS.
DECK/FENCE CONSTRUCTION OVER OR NEAR
CITY OF BULKHEAD WALL
DRAWN : STAFF I CKD - STAFF
Department of Public Works APPR
STANDARD PLAN
2002
PLATE 608
Granville M. Bowman SHEET 1 OF 1
355
12"
• . 4 e
••
• •
CAST IRON
FRAME & COVER FINISHED PAVEMENT (SEE
DETAIL 'A' FOR OTHER OPTION)
7 7 CONCRETE
COLLAR
COLD JOINT
' • • (NO CONTACT BETWEEN
• THE CONC. SURFACES)
• CONCRETE POURED
or IN PLACE
2 ,
4" MIN.
1 le I.D. GALVANIZED PIPE
PIPE SHALL BE PERMANENTLY & VISIBLY
MARKED OR TAGGED WITH THE CERTIFICATE
NUMBER OF THE SURVEYOR OR CIVIL
ENGINEER SETTING THE MONUMENT.
MONUMENT
CONCRETE SURFACE TO
BE COLORED IN BLACK
°XNARD
TOP VIEW
COVER:
ALHAMBRA FOUNDRY No. A-2925
OR APPROVED EQUAL, IMPRINTED
AS SHOWN.
op
SURVEY
•
DETAIL 'A'
TO BE USED AS ANOTHER OPTION
CITY OF SURVEY MONUMENT STANDARD PLAN
2002
PLATE 609
SHEET 1 OF 1
APPR
Gronvilie M. Bowman
DRAWN: STAFF FCKD • STAFF
Department of Public Works
356
a l
PRIVATE PROPERTY
a_
I /— BULKHEAD WALL
RECORDED EASEMENT LINES
r_1 '±_i
(TYP) ; !
I STANDARD PILINGS __ I
0 la-2 1
I
• .• • •
STANDARD DOCK
EQUAL TO OR GREATER THAN THE BOAT LENGTH
EQUAL TO
OR G REATER
THANTHE BOAT BEAM
STANDARD GUIDELINES:
1. AN ENCROACHMENT PERMIT AND A BUILDING PERMIT ARE REQUIRED FOR EACH INSTALLATION.
2. THIS STANDARD IS INTENDED FOR SMALL CRAFTS WITH THEIR EXTREME LENGTH AND BEAM DIMENSIONS NO GREATER THAN THE AVAILABLE EASEMENT.
3. DOCK AND PILING LOCATIONS SHALL CONFORM TO THIS STANDARD UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. STRUCTURAL, MATERIAL AND OTHER STANDARDS SHALL CONFORM TO BUILDING AND SAFETY DIVISION'S REQUIREMENTS.
4. A 4-FOOT MINIMUM OPENING BETWEEN DOCKS SHALL BE PROVIDED FOR MAINTENANCE PURPOSES AT LOCATION(S) DESIGNATED BY THE CITY ENGINEER.
5. ANY MODIFICATION, EXTENSION, ADDITION OR VARIATION TO THIS STANDARD MAY BE GRANTED SUBJECT TO THE FOLLOWING GUIDELINES AS APPROVED BY THE CITY ENGINEER. a) NO PILING, DOCK OR RAMP SHALL BE LOCATED OUTSIDE THE DESIGNATED EASEMENT. b) ALL PILINGS AND DOCK SHALL HAVE A 8-FOOT MINIMUM CLEARANCE FROM THE BULKHEAD WALL FOR MAINTENANCE PURPOSES AND TO PROTECT THE WATERWAY SLOPE PAVING. c) PILING DOCK AND APPURTENANCES SHALL BE DESIGNED AND CONSTRUCTED TO AVOID POTENTIAL
FAILURE AND BREAKAWAY OF DOCK
d) LOCATION AND CONFIGURATION VARIATION OF PILING, DOCK AND APPURTENANCES SHALL BE DESIGNED
SUCH THAT NO BOAT SHALL ENCROACH INTO OTHER EASEMENT(S) WHEN LEAVING THE DOCK OR
DURING DOCKING OPERATION, AND NO BOAT SHALL ENCROACH OUTSIDE ITS DESIGNATED EASEMENT WHEN MOORED.
6. ALL PILE AND DOCK INSTALLATION SHALL HAVE PRIOR CLEARANCE AND/OR PERMIT REQUIRED BY THE COASTAL COMMISSION AND CORPS OF ENGINEERS.
7. PILES MAY NOT BE INSTALLED BY JETTING OR ANY OTHER METHOD THAT WOULD COMPROMISE THE INTERGRITY OF THE BULKHEAD WALL OR THE WATERWAY SLOPE PAVING. METHOD OF INSTALLATION MUST BE SPECIFIED ON PLANS.
CITY OF PARALLEL DOCK AND PIUNG LOCATIONS
DRAWN: STAFF ICKD.: STAFF
Department of Public Works APPR
STANDARD PLAN
2002
PLATE 610
Granville M. Bowmon SHEET 1 OF 1
357
. • •
0 0
o_ PRIVATE PROPERTY
i—BULKHEAD WALL
• •
STANDARD PILING
co
L 1 .±
STANDARD GUIDELINES:
1. AN ENCROACHMENT PERMIT AND A BUILDING PERMIT ARE REQUIRED FOR EACH INSTALLATION.
2. THIS STANDARD IS INTENDED FOR SMALL CRAFTS WITH THEIR EXTREME LENGTHS AND BEAM DIMENSIONS NO GREATER THAN THE AVAILABLE EASEMENT.
3. DOCK AND PILING LOCATIONS SHALL CONFORM TO THIS STANDARD UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. STRUCTURAL MATERIAL AND OTHER STANDARDS SHALL CONFORM TO BUILDING AND SAFETY DIVISION'S REQUIREMENTS.
4. A 4 —FOOT MINIMUM OPENING BETWEEN DOCKS SHALL BE PROVIDED FOR MAINTENANCE PURPOSES AT LOCATION(S) DESIGNATED BY THE CITY ENGINEER.
5. ANY MODIFICATION, EXTENSION, ADDITION OR VARIATION TO THIS STANDARD MAY BE GRANTED SUBJECT TO THE FOLLOWING GUIDELINES AS APPROVED BY THE CITY ENGINEER. o) NO PILING, DOCK OR RAMP SHALL BE LOCATED OUTSIDE THE DESIGNATED EASEMENT. b) ALL PILINGS AND DOCK SHALL HAVE A 8' FOOT MINIMUM CLEARANCE FROM THE BULKHEAD WALL FOR MAINTENANCE PURPOSES AND TO PROTECT THE WATERWAY SLOPE PAVING. c) PILING DOCK AND APPURTENANCES SHALL BE LOCATED OR DESIGNED AND CONSTRUCTED IN SUCH A
MANNER TO AVOID POTENTIAL FAILURE AND BREAKAWAY OF DOCK ESPECIALLY ON EXTREME LOW TIDE LEVELS.
d) LOCATION AND CONFIGURATION VARIATION OF PILING, DOCK AND APPURTENANCES SHALL BE DESIGNED
IN SUCH A MANNER THAT NO BOAT SHALL ENCROACH INTO OTHER EASEMENT(S) WHEN LEAVING THE
DOCK OR DURING DOCKING OPERATION, AND NO BOAT SHALL ENCROACH OUTSIDE ITS DESIGNATED EASEMENT WHEN MOORED.
6. ALL PILE AND DOCK INSTALLATION SHALL HAVE PRIOR CLEARANCE AND/OR PERMIT REQUIRED BY THE COASTAL COMMISSION AND CORPS OF ENGINEERS.
7. PILES MAY NOT BE INSTALLED BY JETTING OR ANY OTHER METHOD THAT WOULD COMPROMISE THE INTERGRI TY OF THE BULKHEAD WALL OR THE WATERWAY SLOPE PAVING. METHOD OF INSTALLATION MUST BE SPECIFIED ON PLANS.
RECORDED
EASEMENT LINE
STANDARD PILING
RECORDED
EASEMENT LINES
r MIN.
I
GREATER THAN THE
BOAT BEAM
EQUAL TO OR
EQUAL TO O R G REATER THANTH E BO
AT LENGTH
CITY OF PERPENDICULAR DOCK AND PILING LOCATIONS
DRAWN: STAFF I CKD • STAFF
Department of Public Works APPR
STANDARD PLAN
2002
PLATE 611
Granville M. Bowman _SHEET 1 OF 1
358
WHITE
NOTES:
1. A RECTANGLE OF WHITE PAINT 5" HIGH AND LONG ENOUGH TO ALLOW 1" MARGIN ON EACH END OF
NUMBERS, SHALL BE PLACED AS A BACKGROUND, PARALLEL TO THE TOP OF CURB AT THE EDGE OF THE CURB RADIUS AND ON THE VERTICAL CURB FACE.
(a) BACKGROUND PAINT MUST BE COMPLETELY DRY BEFORE APPLYING BLACK NUMBERS.
2. NUMBERS SHALL BE STANDARD GOTHIC STYLE 4", BLACK IN COLOR WITH A 1/2" TOP AND BOTTOM MARGIN.
3. NUMBERING SHOULD BE PLACED ON THE CURB 3' FROM THE TOP OF DRIVEWAY TOWARDS THE CENTER
OF PROPERTY OR, IF NO DRIVEWAY IT SHOULD BE PLACED ADJACENT TO THE ENTRANCE WALKWAY OR APPROXIMATELY CENTER OF LOT.
(a) IF THERE IS AN EXISTING HOUSE NUMBER, IT MAY BE RENEWED AT ITS PRESENT LOCATION.
4. PAINT SHALL BE AS RECOMMENDED BY THE MANUFACTURER AS SUITABLE FOR APPLICATION ON CONCRETE.
5. CURB WILL BE THOROUGHLY CLEANED PRIOR TO APPLYING PAINT.
CITY OF PAINTED CURB HOUSE NUMBERS
DRAWN: STAFF (CKD' STAFF
Department of Public Works APPR.
STANDARD PLAN
2002
PLATE 612
Granville. M. Rovimon SHEET 1 OF 1
359
11f" STD. GALV. PIPE
FOR GATE FRAME
GATE SHALL HAVE FULL HEIGHT
LOCKING BAR WITH NOT FEWER
THAN TWO SETS OF LOCKING
PRONGS & A PAIR OF
PERFORATED LUGS. OR AN
EQUIVALENT DEVICE, FOR THE
INSTALLATION OF A PADLOCK.
I12"
METAL
SLEEVE
45' ANGLE ARMS
REV, APPR. BY DATE REV, APPR. BY DATE
Depart ment ofPublic Works
O
15" 7
Du ALL POSTS 10'-0" (MAX.)
1kt STD. GALV. 7 GA. STEEL PIPE RAIL TENSION WIRE
ItiWARR21111111111111111111111111111111
11 BAR *" x1"BASNTEgLsFSATcRiToCHER
AT 12" INTERVALS
12" 47
DIA.
X"A' STEEL
STRECTHER BAR
TYPICAL RAIL do TRUSS ROO PANEL
STANDARD DROP FORCED
TURNBUCKLES
II" 0 TENSION ROD
CORNER OR INTERMEDIATE
POST-STD. GALV. PIPE
GATE POST-STD. GALV.
PIPE WITH BALL TOP
FABRIC SAME
AS IN FENCE
LINE POSTS-STD. GALV. PIPE
WITH DRIVE FIT GALV. CAP
i
11 GA. - 2" GALV. MESH CHAIN LINK
FABRIC FASTENED TO LINE POSTS
AT INTERVALS OF APPROX. 14-,
FASTEN TO TOP RAILS AND TENSIO
WIRES AT INTERVALS OF APPROX. 1
WITH 11 GA. GALV. OR ALUM. TIE
WIRES
INTERMEDIATE POST
ARE TO BE BRACED AN
TRUSSED TO ADJACENT LIN
POSTS AT 300' INTERVALS
ALONG FENCE LINE & AT ALIGNMEN
DEFLECTION ANGLES OF 15' OR MORE.
NOTE' CHAIN LINK FENCE FABRIC SHALL
HAVE TWISTED & BARBED FINISH ON
BOTH EDGES FOR WIDTHS OF 60" &
OVER. FABRIC LESS THAN 60" WIDE
SHALL HAVE KNUCKLED FINISH ON
TOP EDGE WITH TWISTED & BARBED
FINISH ON BOTTOM EDGE. FABRIC
SHALL BE FASTENED ON THE SIDE
OF THE POSTS DESIGNATED BY THE
ENGINEER.
15"
DIA. TYPICAL DRIVE GATE
CLEAR OPENING
3LINES OF GALV. BARBED WIRE
12* GA. 4 POINT PATTERN
TYPICAL FENCE ELEVATION
NOTE; BARBED WIRE & ANGLE ARMS
WHEN SPECIFI ED ONLY.
T NSION ROD
1)4" STD. V. PIPE
BRACES EQUALLY SPACED
7 GA. STEEL
TENSION WIRE
TYPICAL ROD &
TRUSS ROD PANE
STD. GALV.
PIPE POST
)4" STD. GALV. PIPE
OR GATE FRAME
TYPICAI ROD &
TRUSS ROD PANEL
z
P1
TYPICAL BARBED WIRE FENCE & DRIVE GATES 0TR
T
W
6 lt,C4nMET
AL
OTHERWISE PERMITTED
DRYPACKED
GROUT OR SULPHUR
0 TENSION
ROD N•
FABRIC SAME
AS IN FENCE
NOTE;
WALK GATE SHALL
BE PROVIDED WITH
A COMBINATION
STEEL OR
MALLEABLE IRON
CATCH & LOCKING
DECIVE OF
APPROVED DESIGN.
GENERAL NOTES;
1. ALL POSTS SHALL BE STANDARD GALVANIZED PIPE & SHALL CONFORM TO THE FOLLOWING:
SIZE WT. PER LIN. FT.
PIPE BEFORE GALV.
214" 5.79 LBS.
3.65 LBS.
3"
4"
FOR FENCE LESS THAN 72":
END, CORNER & INTERMEDIATE POSTS
LINE POSTS
DRIVE GATE POSTS- SINGLE TO 6' OR DBL. TO 12' OPENINGS
DRIVE GATE POSTS-SINGLE OVER 6' TO 13' OR DBL. OVER
12' TO 26' INCLUSIVE OPENINGS
2. ALL POSTS SHALL BE FITTED WITH APPROVED TOPS.
3. ALL WALK & DRIVE GATES SHALL BE HUNG BY TWO MALLEABLE IRON HINGES. BOTTOM HINGE TO BE BALL & SOCKET TYPE.
FOR 72" FENCE & OVER:
END, CORNER & INTERMEDIATE POSTS
LINE POSTS
DRIVE GATE POSTS- SINGLE TO 6' OR DBL. TO 12' OPENINGS
DRIVE GATE POSTS-SINGLE OVER 6' TO 13' OR DBL. OVER
12' TO 26' INCLUSIVE OPENINGS
3 '
2-
2"
114"
9.11 LBS.
3.65 LBS.
5.79 LBS.
2.72 LBS.
7.58 LBS.
10.79 LBS.
SAME AS
END POSTS
NOTE'
INSERT SHALL HAVE AN I.D. 1*" GREATER
THAN THE 0.D. OF THE PIPE USED. POSTS
ARE TO BE GROUTED INTO INSERTS USING
GROUT OF ONE PART CEMENT & TWO PARTS
SAND, OR MOLTEN SULPHUR MAY BE USED.
V.18" FOR 72" FENCE OR HIGHER.
V=12" FOR A FENCE LOWER THAN 72-
POST DETAIL FOR USE IN r'
' 7,
CONCRETE HEADWALLS, ouL
RETAINING WALLS. ETC, TYPICAL WALK GATE
3 0
360
CITY COUNCIL AGENDA REPORT
INFORMATION/CONSENT AGENDA
AGENDA ITEM NO. L.3
DATE: October 7, 2025
TO: City Council
FROM: Javier Chagoyen-Lazaro, Chief Financial Officer, (805) 200-5400, [email protected] SUBJECT: Monthly Investment Report for the period ending August 31, 2025.
RECOMMENDATION
That the City Council receive and file the monthly investment report. This is an information item. (This item did not originate in Committee.)
BACKGROUND
The City of Oxnard (City) invests funds in compliance with the California Government Code Section 53600 et. seq., and the City’s Investment Policy. This report follows the guidelines established in the California Government Code section 53646 and the City’s adopted Investment Policy.
DISCUSSION:
The City’s total cash and investment position as of August 31, 2025 was $451.8 million, with $14.3 million in cash accounts and $437.5 million in investments, as summarized in the table below. 361
Statutory Compliance:
All investment transactions have been executed in conformance with the City’s Investment Policy and the California Government Code. The table below represents the City’s investment portfolio as of August 31, 2025 by authorized investment and duration for a total portfolio amount of $437.5 million.
Portfolio Trends:
The cash and investment position, as of August 31, 2025, decreased by $13.3 million compared with the prior month. The decrease is driven by regular City activities and the debt service payments from the Successor Agency. The trend for the cash and investment position is represented in the following chart.
The California Government Code and the City’s Investment Policy define the eligible investments that the City can purchase to allocate surplus funds. The table below summarizes the City’s investment portfolio by investment type. The individual investments included under each investment type are included as an attachment to this report. 362
The chart below represents the City’s investment portfolio classified by days until maturities from August 31, 2025.
Pooled investments in LAIF and Ventura County Investment Pooled provide immediate liquidity to support cash flow needs of the City, and are included in the maturity group 0 to 30 days.
The City’s average return on investment for the month of May was 3.06%, LAIF average monthly effective yields for the same period was 4.25%. The City holds investments until maturity, and will evaluate reinvestment options based on market conditions and liquidity needs as those funds become available for investing in the upcoming months.
The next chart represents the City’s average return on investments, alongside with the three-year Treasury bill and the LAIF Pooled Monthly Investment Account (PMIA) average Monthly Effective Yields, as benchmarks for the City’s portfolio.
STRATEGIC PRIORITIES
This agenda item supports the Organizational Effectiveness strategy. The purpose of the Organizational Effectiveness strategy is to reinforce, stabilize, improve, and strengthen the organizational foundation of the City in order to build a modern, high-functioning City government that effectively and efficiently supports the operating departments in providing high-quality services and programs for our residents and businesses.
FINANCIAL IMPACT
There is no financial impact.
COMMITTEE OUTCOME
This item did not originate in Committee.
Prepared by: Javier Chagoyen-Lazaro, Chief Financial Officer
ATTACHMENTS
1. August 2025 Investment Report
363
2. Presentation August 2025 Investment Report
364
Investment report
for the month Ended in August 31, 2025
City of Oxnard
Javier Chagoyen-Lazaro DateChief Financial OfficerCity of OxnardInvestments have been made in compliance with California Government Code and in accordance with the City's Investment Policy. SYMPRO provides the market value for negotiable instruments held in safekeeping included in this report. For investments not held by the City's custodian, market values are obtained from individual monthly statements. Based on analysis of cash receipts, expenditures, and daily cash flows, it is projected that revenues and investment liquidity are sufficient to meet expenditure requirements for the next six months.All Investment transactions have been exectured in accordance with the criteria stated in the City's Investment Policy (Resolution No. 15,994) adopted by the City Council held on July 1, 2025 09/22/2025
365
City of Oxnard
Cash and Investment Summary
Month Ended
August 31, 2025
Cash and Investment Position August 2025CashBank of America General Account 9,119,633.80 $ Bank of America Successor Agency Account 4,655,985.39Bank of America Citations Account 539,882.81Bank of America Golf Course Account -Total Cash 14,315,502.00InvestmentsLocal Agency Investment Fund (LAIF) 47,000,000.00Ventura County Investment Pool (VCIP) 52,280,108.47Certificates of Deposits -Bank Notes -Municipal Bonds -Federal Agency -Supra-National Agency Bonds * -Medium Term Notes * 22,077,419.27U.S. Treasury Notes * 10,006,735.00U.S. Government Sponsored Entities * 306,184,581.47Total Investments 437,548,844.21Total Cash and Investments 451,864,346.21 $ * Market Value 366
Investment Portfolio Detail
Fiscal Year 2025 - 2026
August 1 - August 31, 2025
CUSIP / Investment # Issuer Purchase Date Par Value Market Value Book Value Stated Rate Days to Maturity YTM/C Maturity DateVCIP Ventura County Investment Pool 52,280,108.47 52,280,108.47 52,280,108.47 4.510 1 4.510 31422XAS1 Farmer Mac 3/2/2021 1,000,000.00 982,852.00 1,000,000.00 0.61 182 0.61 3/2/20263133ERP70 Federal Farm Credit Bank 12/31/2024 10,000,000.00 10,136,520.00 9,990,443.49 4.25 847 4.294 12/27/2027 3133ERQ20 Federal Farm Credit Bank 12/31/2024 10,000,000.00 9,996,420.00 10,000,000.00 4.63 850 4.63 12/30/2027 3133ERT27 Federal Farm Credit Bank 1/16/2025 10,000,000.00 10,004,720.00 9,996,835.65 4.67 864 4.684 1/13/2028 3133ERN31 Federal Farm Credit Bank 1/16/2025 5,000,000.00 5,019,520.00 4,986,225.17 4.34 843 4.468 12/23/2027 3133ETJH1 Federal Farm Credit Bank 5/29/2025 5,000,000.00 5,019,860.00 5,000,000.00 4.6 1,366 4.6 5/29/20293133ENBK5 Federal Farm Credit Bank 10/20/2021 1,000,000.00 970,446.00 1,000,000.00 1.14 414 1.14 10/20/20263130AQKJ1 Federal Home Loan Bank 1/28/2022 1,000,000.00 970,124.00 1,000,000.00 1.7 514 1.7 1/28/2027 3130AQPD9 Federal Home Loan Bank 2/17/2022 1,000,000.00 973,975.00 1,000,000.00 2 534 2 2/17/20273130AQPD9 Federal Home Loan Bank 2/17/2022 1,000,000.00 973,975.00 1,000,000.00 2 534 2 2/17/20273130AQSM6 Federal Home Loan Bank 2/25/2022 1,000,000.00 974,366.00 1,000,000.00 2.05 542 2.05 2/25/2027 3130AQRH8 Federal Home Loan Bank 2/25/2022 1,000,000.00 973,826.00 1,000,000.00 2 542 2 2/25/20273130AQRK1 Federal Home Loan Bank 2/25/2022 1,000,000.00 974,081.00 1,000,000.00 2.03 542 2.03 2/25/2027 3130AQYG2 Federal Home Loan Bank 2/28/2022 1,000,000.00 981,413.00 1,000,000.00 2.5 542 2.493 2/25/2027 3130AQX65 Federal Home Loan Bank 3/4/2022 2,000,000.00 1,954,258.00 2,000,000.00 2.25 549 2.25 3/4/2027 3130AQVH3 Federal Home Loan Bank 3/4/2022 1,000,000.00 976,370.00 1,000,000.00 2.2 549 2.2 3/4/20273130AQVH3 Federal Home Loan Bank 3/4/2022 1,000,000.00 976,370.00 1,000,000.00 2.2 549 2.2 3/4/20273130AQVH3 Federal Home Loan Bank 3/4/2022 1,300,000.00 1,269,281.00 1,298,823.50 2.2 549 2.264 3/4/20273130AQX65 Federal Home Loan Bank 3/4/2022 2,700,000.00 2,638,248.30 2,699,185.50 2.25 549 2.271 3/4/2027 3130AR2D2 Federal Home Loan Bank 3/10/2022 1,000,000.00 995,528.00 1,000,000.00 3.25 555 3.034 3/10/2027 3130ARAX9 Federal Home Loan Bank 3/30/2022 1,000,000.00 986,822.00 1,000,000.00 3 570 3 3/25/20273130ARDV0 Federal Home Loan Bank 4/8/2022 1,000,000.00 987,439.00 1,000,000.00 3 570 3 3/25/20273130ARZF1 Federal Home Loan Bank 5/9/2022 2,600,000.00 2,599,511.20 2,600,000.00 3.4 8 3.401 9/9/20253130ARYA3 Federal Home Loan Bank 5/26/2022 1,000,000.00 998,069.00 1,000,000.00 4 632 4 5/26/20273130ARYA3 Federal Home Loan Bank 5/26/2022 1,000,000.00 998,069.00 1,000,000.00 4 632 4 5/26/20273130ARYA3 Federal Home Loan Bank 5/26/2022 1,000,000.00 998,069.00 1,000,000.00 4 632 4 5/26/20273130AS4F3 Federal Home Loan Bank 6/9/2022 2,000,000.00 1,993,308.00 2,000,000.00 4 630 4 5/24/20273130AS4F3 Federal Home Loan Bank 6/9/2022 2,000,000.00 1,993,308.00 2,000,000.00 4 630 4 5/24/20273130ASFQ7 Federal Home Loan Bank 6/29/2022 1,000,000.00 996,597.00 999,908.61 4 666 4.006 6/29/20273130ASF38 Federal Home Loan Bank 7/22/2022 1,000,000.00 997,386.00 1,000,000.00 4.1 689 4.1 7/22/2027 3130ASNN5 Federal Home Loan Bank 7/28/2022 1,000,000.00 998,171.00 1,000,000.00 4.375 695 4.375 7/28/2027 3130B2ZR9 Federal Home Loan Bank 10/3/2024 2,500,000.00 2,494,145.00 2,500,000.00 4.05 753 0.56 9/24/2027 3130B33X9 Federal Home Loan Bank 10/18/2024 7,000,000.00 6,977,915.00 6,989,890.84 4.5 1,499 4.539 10/9/2029 3130B3UC5 Federal Home Loan Bank 11/26/2024 5,755,000.00 5,753,831.74 5,754,572.00 4.7 809 4.704 11/19/2027 3130APN43 Federal Home Loan Bank 12/31/2024 10,000,000.00 9,773,420.00 9,779,678.54 2.25 421 4.25 10/27/2026 3130B4B42 Federal Home Loan Bank 12/31/2024 10,000,000.00 10,001,230.00 9,996,119.40 4.625 843 4.643 12/23/2027 County Investment PoolFederal Agency Coupon Securities
Pooled Investments
367
Investment Portfolio Detail
Fiscal Year 2025 - 2026
August 1 - August 31, 2025
CUSIP / Investment # Issuer Purchase Date Par Value Market Value Book Value Stated Rate Days to Maturity YTM/C Maturity Date 3130B6EY8 Federal Home Loan Bank 5/29/2025 5,000,000.00 5,010,097.78 5,003,820.65 4.4 994 4.403 5/22/2028 3130B6J98 Federal Home Loan Bank 5/28/2025 5,000,000.00 5,007,460.00 5,001,709.59 4.5 991 4.511 5/19/2028 3130B6HM1 Federal Home Loan Bank 5/29/2025 5,000,000.00 5,010,590.00 5,000,000.00 4.52 1,366 4.52 5/29/2029 3130AKLL8 Federal Home Loan Bank 12/30/2020 2,000,000.00 1,975,644.00 2,000,000.00 0.5 120 0.5 12/30/2025 3130AKN36 Federal Home Loan Bank 1/20/2021 2,000,000.00 1,972,750.00 2,000,000.00 0.525 136 0.525 1/15/2026 3130AKNK8 Federal Home Loan Bank 1/20/2021 5,000,000.00 4,975,005.00 5,000,000.00 0.5 49 0.5 10/20/2025 3130AKNK8 Federal Home Loan Bank 1/20/2021 1,000,000.00 995,001.00 1,000,000.00 0.5 49 0.5 10/20/20253130AKQ74 Federal Home Loan Bank 1/22/2021 5,000,000.00 4,930,930.00 5,000,000.00 0.625 143 0.625 1/22/2026 3130AKMD5 Federal Home Loan Bank 1/26/2021 5,000,000.00 4,926,635.00 4,999,798.61 0.5 147 0.51 1/26/2026 3130AKNR3 Federal Home Loan Bank 1/26/2021 1,000,000.00 985,829.00 1,000,000.00 0.56 147 0.56 1/26/2026 3130AKU61 Federal Home Loan Bank 1/27/2021 5,000,000.00 4,933,310.00 5,000,000.00 0.75 148 0.609 1/27/2026 3130AKU61 Federal Home Loan Bank 1/27/2021 5,000,000.00 4,933,310.00 5,000,000.00 0.75 148 0.609 1/27/2026 3130AKQX7 Federal Home Loan Bank 1/28/2021 2,000,000.00 1,972,848.00 2,000,016.33 0.7 149 0.698 1/28/2026 3130AKRN8 Federal Home Loan Bank 1/28/2021 2,000,000.00 1,971,356.00 2,000,000.00 0.65 149 0.65 1/28/2026 3130AKQX7 Federal Home Loan Bank 1/28/2021 5,000,000.00 4,932,120.00 5,000,000.00 0.7 149 0.7 1/28/2026 3130AKQ82 Federal Home Loan Bank 1/28/2021 1,500,000.00 1,478,214.00 1,500,000.00 0.6 149 0.6 1/28/2026 3130AKPN0 Federal Home Loan Bank 1/29/2021 2,000,000.00 1,970,766.00 2,000,000.00 0.6 150 0.6 1/29/2026 3130AKVN3 Federal Home Loan Bank 1/29/2021 1,000,000.00 985,140.00 1,000,000.00 0.52 150 0.52 1/29/2026 3130AKVQ6 Federal Home Loan Bank 1/29/2021 1,000,000.00 994,053.00 1,000,000.00 0.47 58 0.47 10/29/2025 3130AKWD4 Federal Home Loan Bank 2/9/2021 1,000,000.00 985,582.00 1,000,000.00 0.75 161 0.539 2/9/20263130AKWD4 Federal Home Loan Bank 2/9/2021 1,000,000.00 985,582.00 1,000,000.00 0.75 161 0.54 2/9/20263130AKTJ5 Federal Home Loan Bank 2/9/2021 2,000,000.00 1,968,480.00 2,000,000.00 0.54 161 0.54 2/9/2026 3130AKVA1 Federal Home Loan Bank 2/9/2021 2,000,000.00 1,971,164.00 2,000,000.00 0.75 161 0.564 2/9/20263130AKVR4 Federal Home Loan Bank 2/12/2021 1,000,000.00 984,331.00 1,000,000.00 0.55 164 0.55 2/12/2026 3130AL7M0 Federal Home Loan Bank 2/24/2021 2,000,000.00 1,968,324.00 1,999,519.44 0.625 176 0.676 2/24/2026 3130AKXJ0 Federal Home Loan Bank 2/24/2021 1,000,000.00 983,221.00 999,923.11 0.6 176 0.616 2/24/2026 3130AKXJ0 Federal Home Loan Bank 2/24/2021 5,000,000.00 4,916,105.00 4,999,615.56 0.6 176 0.616 2/24/2026 3130AKXJ0 Federal Home Loan Bank 2/24/2021 3,000,000.00 2,949,663.00 3,000,000.00 0.6 176 0.6 2/24/2026 3130AKXJ0 Federal Home Loan Bank 2/24/2021 1,000,000.00 983,221.00 999,951.94 0.6 176 0.61 2/24/2026 3130AKXJ0 Federal Home Loan Bank 2/24/2021 1,000,000.00 983,221.00 999,951.94 0.6 176 0.61 2/24/20263130ALCB8 Federal Home Loan Bank 2/24/2021 1,000,000.00 983,947.00 1,000,000.00 0.68 176 0.68 2/24/2026 3130AL7M0 Federal Home Loan Bank 2/24/2021 1,000,000.00 984,162.00 999,951.94 0.625 176 0.635 2/24/20263130ALFS8 Federal Home Loan Bank 3/10/2021 1,000,000.00 983,282.00 1,000,000.00 0.8 190 0.8 3/10/2026 3130ALDN1 Federal Home Loan Bank 3/16/2021 1,000,000.00 982,530.00 1,000,000.00 0.8 196 0.8 3/16/2026 3130ALDN1 Federal Home Loan Bank 3/16/2021 1,000,000.00 982,530.00 1,000,000.00 0.8 196 0.8 3/16/2026 3130ALGB4 Federal Home Loan Bank 3/17/2021 1,000,000.00 982,446.00 1,000,000.00 0.8 197 0.8 3/17/2026 3130ALGJ7 Federal Home Loan Bank 3/23/2021 975,000.00 958,368.45 975,000.00 1 203 1 3/23/20263130ALGC2 Federal Home Loan Bank 3/23/2021 1,000,000.00 982,604.00 1,000,000.00 0.875 203 0.875 3/23/2026 3130ALLN2 Federal Home Loan Bank 3/24/2021 2,000,000.00 1,971,434.00 2,000,000.00 1.5 204 0.871 3/24/2026 3130AM2F8 Federal Home Loan Bank 4/29/2021 1,000,000.00 981,112.00 1,000,000.00 1.125 240 1.125 4/29/2026 3130AM4L3 Federal Home Loan Bank 4/29/2021 1,000,000.00 982,315.00 1,000,000.00 1.25 240 1.1 4/29/2026 368
Investment Portfolio Detail
Fiscal Year 2025 - 2026
August 1 - August 31, 2025
CUSIP / Investment # Issuer Purchase Date Par Value Market Value Book Value Stated Rate Days to Maturity YTM/C Maturity Date 3130AMJH6 Federal Home Loan Bank 5/26/2021 1,000,000.00 978,738.00 1,000,000.00 1.05 267 1.05 5/26/2026 3130AML42 Federal Home Loan Bank 5/27/2021 1,000,000.00 980,120.00 1,000,000.00 1.2 268 0.957 5/27/2026 3130AMCM2 Federal Home Loan Bank 6/3/2021 1,250,000.00 1,247,737.50 1,249,955.91 4 253 1.543 5/12/2026 3130AMM41 Federal Home Loan Bank 6/16/2021 5,000,000.00 4,884,175.00 5,000,000.00 1 288 1 6/16/20263130AMPT3 Federal Home Loan Bank 6/23/2021 5,000,000.00 4,883,005.00 5,000,000.00 1.03 295 1.03 6/23/2026 3130AMYP1 Federal Home Loan Bank 7/15/2021 3,000,000.00 2,927,691.00 3,000,000.00 1.125 317 1.125 7/15/2026 3130ANWH9 Federal Home Loan Bank 9/24/2021 1,000,000.00 971,169.00 1,000,000.00 1.08 379 1.08 9/15/2026 3130APB87 Federal Home Loan Bank 10/13/2021 1,000,000.00 969,503.00 1,000,000.00 1.1 407 1.1 10/13/2026 3130APB87 Federal Home Loan Bank 10/13/2021 1,000,000.00 969,503.00 1,000,000.00 1.1 407 1.1 10/13/2026 3130AP5A9 Federal Home Loan Bank 10/15/2021 1,000,000.00 968,822.00 1,000,000.00 1.05 409 1.05 10/15/2026 3130AP5A9 Federal Home Loan Bank 10/15/2021 1,000,000.00 968,822.00 1,000,000.00 1.05 409 1.05 10/15/2026 3130AP5A9 Federal Home Loan Bank 10/15/2021 1,000,000.00 968,822.00 1,000,000.00 1.05 409 1.05 10/15/2026 3130AP3X1 Federal Home Loan Bank 10/15/2021 1,000,000.00 968,713.00 999,932.67 1.04 409 1.046 10/15/20263130AP5A9 Federal Home Loan Bank 10/15/2021 1,000,000.00 968,822.00 1,000,000.00 1.05 409 1.05 10/15/2026 3130AP3X1 Federal Home Loan Bank 10/15/2021 1,000,000.00 968,713.00 1,000,000.00 1.04 409 1.04 10/15/2026 3130APAY1 Federal Home Loan Bank 10/21/2021 3,000,000.00 2,906,877.00 3,000,000.00 1.1 415 1.1 10/21/2026 3130APBF1 Federal Home Loan Bank 10/22/2021 1,000,000.00 969,445.00 1,000,000.00 1.15 416 1.15 10/22/2026 3130APBF1 Federal Home Loan Bank 10/22/2021 2,000,000.00 1,938,890.00 2,000,000.00 1.15 416 1.15 10/22/2026 3130APHT5 Federal Home Loan Bank 10/26/2021 2,000,000.00 1,938,624.00 2,000,000.00 1.2 420 1.2 10/26/2026 3130APC45 Federal Home Loan Bank 10/26/2021 1,000,000.00 963,772.00 1,000,000.00 1.18 420 1.18 10/26/2026 3130APHT5 Federal Home Loan Bank 10/26/2021 2,000,000.00 1,938,624.00 1,999,769.44 1.2 420 1.21 10/26/2026 3130APCX1 Federal Home Loan Bank 10/26/2021 1,000,000.00 970,299.00 1,000,000.00 1.25 420 1.25 10/26/2026 3130APCX1 Federal Home Loan Bank 10/26/2021 2,000,000.00 1,940,598.00 2,000,000.00 1.25 420 1.25 10/26/2026 3130APCX1 Federal Home Loan Bank 10/26/2021 1,000,000.00 970,299.00 1,000,000.00 1.25 420 1.25 10/26/2026 3130APG82 Federal Home Loan Bank 10/28/2021 1,000,000.00 982,327.00 1,000,000.00 1.5 422 1.264 10/28/2026 3130APHV0 Federal Home Loan Bank 10/28/2021 2,000,000.00 1,938,840.00 2,000,000.00 1.18 422 1.18 10/28/2026 3130APDQ5 Federal Home Loan Bank 10/28/2021 1,000,000.00 970,207.00 1,000,000.00 1.25 422 1.25 10/28/2026 3130APKQ7 Federal Home Loan Bank 11/10/2021 1,000,000.00 969,426.00 1,000,000.00 1.25 435 1.25 11/10/2026 3130APKQ7 Federal Home Loan Bank 11/10/2021 1,000,000.00 969,426.00 999,404.17 1.25 435 1.302 11/10/20263130APKQ7 Federal Home Loan Bank 11/10/2021 1,000,000.00 969,426.00 1,000,000.00 1.25 435 1.25 11/10/2026 3130APLP8 Federal Home Loan Bank 11/16/2021 1,000,000.00 970,457.00 1,000,000.00 1.375 441 1.375 11/16/2026 3130APLP8 Federal Home Loan Bank 11/16/2021 1,000,000.00 970,457.00 1,000,000.00 1.375 441 1.375 11/16/2026 3130APL37 Federal Home Loan Bank 11/16/2021 1,000,000.00 970,750.00 1,000,000.00 1.4 441 1.4 11/16/2026 3130APNK7 Federal Home Loan Bank 11/18/2021 1,000,000.00 970,337.00 1,000,000.00 1.375 443 1.375 11/18/2026 3130APPZ2 Federal Home Loan Bank 11/23/2021 1,000,000.00 971,528.00 1,000,000.00 1.5 448 1.5 11/23/2026 3130AQ3T8 Federal Home Loan Bank 12/23/2021 1,000,000.00 976,609.00 1,000,000.00 2 478 1.641 12/23/2026 3130AQAB9 Federal Home Loan Bank 12/30/2021 1,250,000.00 1,214,067.50 1,250,000.00 1.625 485 1.625 12/30/2026 3134GXQF4 Federal Home Loan Mtg Corp 4/13/2022 1,000,000.00 989,821.00 1,000,000.00 3.25 589 3.25 4/13/20273134GXSH8 Federal Home Loan Mtg Corp 5/17/2022 1,000,000.00 998,550.00 1,000,000.00 4 623 4 5/17/2027 3134GXTE4 Federal Home Loan Mtg Corp 5/27/2022 1,000,000.00 999,345.00 1,000,000.00 4 633 4 5/27/20273134GXE67 Federal Home Loan Mtg Corp 7/28/2022 1,000,000.00 998,250.00 1,000,000.00 4.25 695 4.25 7/28/2027 369
Investment Portfolio Detail
Fiscal Year 2025 - 2026
August 1 - August 31, 2025
CUSIP / Investment # Issuer Purchase Date Par Value Market Value Book Value Stated Rate Days to Maturity YTM/C Maturity Date 3134GXQ23 Federal Home Loan Mtg Corp 8/25/2022 1,000,000.00 997,836.00 1,000,000.00 4.25 723 4.25 8/25/20273137EAEX3 Federal Home Loan Mtg Corp 10/3/2024 2,500,000.00 2,494,280.00 2,494,669.71 0.375 22 3.966 9/23/20253134HAF40 Federal Home Loan Mtg Corp 11/26/2024 5,000,000.00 5,003,740.00 5,000,000.00 4.7 816 4.7 11/26/2027 3134HAF40 Federal Home Loan Mtg Corp 11/26/2024 5,000,000.00 5,003,740.00 5,000,000.00 4.7 816 4.7 11/26/2027 3134HA3T8 Federal Home Loan Mtg Corp 1/17/2025 10,000,000.00 9,995,040.00 9,998,019.96 4.55 865 4.559 1/14/20283134HBBV2 Federal Home Loan Mtg Corp 2/28/2025 10,000,000.00 9,996,260.00 10,000,000.00 4.47 907 4.47 2/25/2028 3134HBBU4 Federal Home Loan Mtg Corp 2/27/2025 10,000,000.00 10,000,250.00 10,000,000.00 4.64 1,275 4.64 2/27/20293134HBSZ5 Federal Home Loan Mtg Corp 6/4/2025 5,000,000.00 5,006,105.00 5,000,000.00 4.55 1,372 4.55 6/4/2029 3134GXKJ2 Federal Home Loan Mtg Corp 1/22/2021 2,000,000.00 1,971,596.00 2,000,000.00 0.55 143 0.55 1/22/2026LAIF LAIF 47,000,000.00 47,000,000.00 47,000,000.00 4.258 1 4.258037833EB2 Apple Inc. 2/8/2021 1,000,000.00 985,226.00 999,995.64 0.7 160 0.071 2/8/202606048WV98 Bank of America 5/27/2022 2,000,000.00 1,998,246.00 2,000,000.00 4.05 268 4.05 5/27/2026 06048WL32 Bank of America 2/24/2021 1,000,000.00 981,666.00 1,000,000.00 0.8 176 0.08 2/24/2026 06048WL99 Bank of America 5/14/2021 1,000,000.00 980,612.00 1,000,000.00 1.4 255 1.4 5/14/202606048WL99 Bank of America 5/14/2021 2,000,000.00 1,961,224.00 2,000,000.00 1.4 255 1.4 5/14/2026 06048WL99 Bank of America 5/14/2021 2,000,000.00 1,961,224.00 2,000,000.00 1.4 255 1.4 5/14/2026 06048WM64 Bank of America 7/12/2021 1,000,000.00 976,797.00 999,751.02 1.2 297 1.231 6/25/2026 06048WM72 Bank of America 7/30/2021 1,000,000.00 973,665.00 1,000,000.00 1.2 332 1.2 7/30/202606048WP20 Bank of America 9/24/2021 1,000,000.00 968,341.00 1,000,000.00 1.25 388 1.25 9/24/202606048WP20 Bank of America 9/24/2021 1,000,000.00 968,341.00 1,000,000.00 1.25 388 1.25 9/24/202617290A2M1 Citi Bank 7/21/2021 1,000,000.00 972,367.00 1,000,000.00 1.4 323 1.4 7/21/202638150AH99 Goldman Sachs 8/17/2021 1,000,000.00 973,399.00 1,000,000.00 1.35 350 1.35 8/17/202624422EVK2 John Deere Capital 1/27/2021 3,000,000.00 2,960,352.00 3,000,000.00 0.7 136 0.7 1/15/2026 48133MAB6 JP Morgan 8/15/2022 1,000,000.00 1,000,442.00 1,000,000.00 4.2 711 4.2 8/13/202748128G4X5 JP Morgan 8/30/2021 1,000,000.00 962,440.00 1,000,000.00 1.2 361 1.2 8/28/202648128G4X5 JP Morgan 8/30/2021 1,000,000.00 962,440.00 1,000,000.00 1.2 361 1.2 8/28/202653961LAF6 Local Initiatives Support 1/28/2021 1,510,000.00 1,490,637.27 1,510,000.00 0.95 136 0.95 1/15/202691282CFP1 U.S. Treasury 10/3/2024 2,500,000.00 2,499,885.00 2,500,980.37 4.25 44 3.914 10/15/202591282CLS8 U.S. Treasury 11/26/2024 5,000,000.00 5,015,625.00 4,991,510.56 4.125 425 4.277 10/31/2026912797MS3 U.S. Treasury 10/3/2024 2,500,000.00 2,491,225.00 2,491,883.55 3.77 31 3.935 10/2/2025 $441,120,108.47 $437,548,844.21 $440,836,923.28
Treasury Discounts -AmortizingLocal Agency Investment FundsMedium Term NotesTreasury Coupon Securities 370
Investment activities for the month of June 2025
Investment Purchases
No Date Transaction CUSIP Investment Security Type Par Amount Investment
Yield to
Maturity
Maturity
8/27/2025 Deposit LAIF 7,000,000.00
Total Purchases $ 7,000,000.00Investment Maturities, Calls & Sales No Date Transaction CUSIP Investment Security Type Par Amount Investment
Yield to
Maturity
Maturity
8/1/2025 Maturity 06051GFS3 Bank of America 1,000,000.00 0.804 8/1/2025 8/8/2025 Withdrawal LAIF 10,000,000.00
8/15/2025 Call 3130AYYJ9 Federal Home Loan Bank 1,000,000.00 5.000 2/15/20298/18/2025 Maturity 06048WS43 Bank of America 3,000,000.00 2.000 8/18/2025 8/20/2025 Maturity 037833DX5 Apple Inc. 1,000,000.00 0.537 8/20/2025 Total Maturities, Calls & Sales $ 16,000,000.00
371
City of Oxnard
Monthly Investment Report
as of August 31, 2025
October 7, 2025
City Council
Presented by:
Javier Chagoyen-Lazaro, City of
Oxnard
Chief Financial Officer
372
Recommendation 2
That The City Council receive and file the City of Oxnard Monthly Investment Report as of August 31, 2025.
373
City of Oxnard Cash and Investment as of August 31, 2025 Discussion 3
374
Discussion 4
Authorized Investment
at Market Value
Allowable
Threshold
($ million or %)
Under
1 year
1-3
years
Over 3
years
Total
Average
Yield to
Maturity
Portfolio
%
LAIF $75.0 $47.00 $- $- $47.0 4.26% 10.74%
VCIP n/a 52.3 - - 52.3 4.51% 11.95%
Federal Agencies n/a 100.3 173.8 32.0 306.2 2.72% 69.98% Medium Term Notes 30% 20.1 2.0 - 22.1 1.47% 5.05%
Treasuries n/a 5.0 5.0 - 10.0 4.05% 2.29%
Total Investment $224.7 $180.8 $32.0 $437.5 3.06% 100%
*Total may not add due to rounding
Investment Compliance
375
Cash and Investment Trend
Discussion 5 Millions
Jun-23 Jun-24 Jul-24 Sep-24 Dec-24 Mar-25 Jun-25 Jul-25 Aug-25 $0
$100
$200
$300
$400
$500
$600
Cash and Investment Position
Investments Market Value VCIP LAIF Cash
376
Discussion 6 Millions
0 - 30 days 31-180 days 181-365 days 365-730 days 731-1096 days > 1096 days -
20 40
60 80
100
120
Portfolio Maturity as of August 31, 2025
377
Discussion 7
Investment Return Trend
Mar
2023
Jun
2023
Sep
2023
Dec
2023
Mar
2024
Jun
2024
Jul
2024
Aug
2024
Sep
2024
Oct
2024
Nov
2024
Dec
2024
Jan
2025
Feb
2025
Mar
2025
Apr
2025
May
2025
Jun
2025
Jul
2025
Aug
2025
0.00%
1.00%
2.00%
3.00%
4.00%
5.00%
6.00%
2.07%
2.50%
3.06% 3.06%
2.83%
3.17%
4.26% 4.25%
3.81%
4.49%
3.89%3.59%
City Average Return on Investment
City Portfolio avg return LAIF 3 yr Treasury
378
Recommendation 8
That The City Council receive and file the City of Oxnard Monthly Investment Report as of August 31, 2025.
379
9 Questions /
Discussion
380
CITY COUNCIL AGENDA REPORT
INFORMATION/CONSENT AGENDA
AGENDA ITEM NO. L.4
DATE: October 7, 2025
TO: City Council
FROM: Brenda Lopez, Housing Director, (805) 385-8092, [email protected] SUBJECT: Amendment and Extension of the Agreements with local hotel operators in support of the Encampment Resolution Funding Program.
RECOMMENDATION
That the City Council approve and authorize the City Manager, or designee, to negotiate and execute agreement amendments with local hotel operators to offer non-congregate shelter. (This item did not originate in Committee because it is a continuation of an item previously approved by City Council.)
BACKGROUND
On September 19, 2023, the City Council approved receipt, and authorized appropriation, of an Encampment Resolution Funding Program grant (The Program) from the State of California in the amount of $4,015,638.88 to respond to the continuing need at homeless encampments located on McWane Boulevard and at Fifth Street east of Harbor Boulevard.
In addition, City Council authorized the City Manager to execute an agreement with the County of Ventura and the Ventura County of Continuum of Care for encampment response services and an agreement with LeSar Support Services (Agreement No. 32400182) for grant administration.
On November 7, 2023, the City Council authorized the Mayor to execute an agreement (Agreement No. 32400434) with the County of Ventura for partnership in delivery of encampment response outreach and case management services in an amount not to exceed $1,163,614.34 through October 31, 2024. Additionally, City Council authorized staff to negotiate and execute agreements with local hotel operators between November 1, 2023 and August 30, 2024.
On September 17, 2024, the City Council approved a First Amendment to Agreement No. 32400434. This amendment increased the not to exceed total of the agreement to $1,308,614.34, and extended the agreement through April 30, 2025.
City Council also authorized staff to negotiate and execute agreements with local hotel operators through February 28, 2025.
On February 18, 2025, the City Council approved a Second Amendment to Agreement No. 32400434. This amendment increased the not to exceed total of the agreement to $1,558,614.34, and extended the agreement through August 31, 2025. In addition, staff was authorized to negotiate and execute agreements with local hotel operators through August 31, 2025. As stated in the February 18, 2025 Council staff report, if the Casa de Carmen (2nd & B) permanent supportive housing units was not completed by August 31, 2025, staff may return to Council to request authorization to extend the agreements and appropriate additional funds in support of the Program.
DISCUSSION
The Encampment Resolution Funding Program (“The Program”) has allowed the City of Oxnard and the County of Ventura to cooperate in an effort to relocate people from the above-mentioned encampments and provide interim noncongregate shelter (local hotel rooms). After the transition, case management services have been organized to identify 381
permanent supportive housing units for the clients. As of September 2025, 40 clients in The Program have been matched to a permanent supportive housing unit. There are still 21 clients remaining in The Program, out of which 19 have been matched to a unit at Casa De Carmen.
At this time, The Program is primarily awaiting the completion of the Casa de Carmen permanent supportive housing units to transition the remaining clients. Originally, the Casa de Carmen was scheduled to be completed in early February 2024. Unfortunately, completion of construction had been delayed from early February 2024 to August 2025. The unexpected delay, primarily related to a lengthy approval process from Southern California Edison (SCE) of the development's underground utility plan. On September 3, 2025, staff was notified that the project did not pass its elevator inspection, which was the final step to begin move-ins. At this time, the necessary work and reinspection is tentatively scheduled for the last week of September 2025, this in turn will delay the transition of clients into the month of October 2025. The unexpected delay has created a need to extend The Program to avoid exiting people and returning them to unsheltered homelessness. Staff recommends that The Program continue until the Casa de Carmen project is completed.
The extension of The Program will require extensions of existing agreements with hotel operators to offer non-congregate shelter until the project is completed. To fund the hotel operations, the remaining balance for Agreement No. 32400182 (LeSar Support Services) and for Agreement No. 32400434 (County of Ventura) will be disencumbered.
STRATEGIC PRIORITIES
This agenda item supports the Quality of Life strategy. The purpose of the Quality of Life strategy is to restore and increase quality services and programs that enrich Oxnard's diverse community, promotes safe neighborhoods, encourages community engagement, and supports our residents in their efforts to improve their quality of life.
FINANCIAL IMPACT
There are sufficient funds available through the existing Encampment Resolution Funding Program Grant (State Grant Fund 210) and Community Development Block Grant CARES Act (Fund 201) to fund the amendment amounts of $75,000 and $125,000, respectively.
For Finance Use Only: CDBG-CV Fund (Org. 2018101-53200, Project #G2015) Encampment Resolution Funding Program Grant (Org. 2108103-53200, Project #G2416)
COMMITTEE OUTCOME
This item did not originate in Committee because it is a continuation of an item previously approved by City Council.
Prepared by: Brenda Lopez, Housing Director
ATTACHMENTS
1. Attachment 1- Hotel Operator Agreements
382
{00180871;3} 1
FIRST AMENDMENT TO LEASE
This First Amendment to Lease (this “Amendment”) is made as of August 15, 2025, between Flamingo Motel Shiv, LLC, a California limited liability company (“Landlord”), and City Of Oxnard (“Tenant”).
RECITALS
A. Landlord and Tenant executed that certain Hotel Lease document dated April 4, 2025 (the “Lease Document”). Pursuant to the Lease document Landlord has leased to Tenant that certain space (the “Existing Space”) containing four (4) rooms with the address of 421 N Oxnard Boulevard, Oxnard, CA 93030 (the “Premises”), as more particularly described in the Lease document.
B. Landlord and Tenant desire to extend the term of the Lease in accordance with the terms and conditions set forth in this Amendment.
AGREEMENT
In consideration of the mutual covenants and conditions contained herein and for other good and valuable consideration, Landlord and Tenant agree as follows:
1. Amendment of Lease.
A. Extension of Lease Term. The Term of Lease shall be extended from August 31, 2025 to September 30, 2025.
B. Rooms: City shall lease one (1) room at Flamingo Motel.
C. Exit Strategy: In anticipation of the closing date of the shelter program (summer 2025), the number of occupants that are currently in the shelter program will be reduced. City of Oxnard reserves the right to reduce the number of individual rooms leased. If the exit is initiated by the City, City staff shall notify the Landlord at least forty-eight (48) hours in advance of a client's impending exit from the program and the lease of the room shall end upon occupants’ exit. If the exit is initiated by the motel property, then the City and Landlord shall discuss an exit date based on the exigency of the situation.
D. Real Estate Brokers. CBRE, Inc. is the real estate broker or agent who is or may be entitled to any commission or finder’s fee in connection with the representation of Tenant in this Amendment and Tenant shall indemnify and hold Landlord harmless from and against any and all claims, demands, losses, liabilities, lawsuits, judgments, costs and expenses (including without limitation, attorneys’ fees and costs) with respect to any leasing commission or equivalent compensation alleged to be owing on account of such Tenant’s discussions, negotiations and/or dealings with any real estate broker or agent other than CBRE, Inc.
2. General Provisions
A. Effect of Amendment. The original Lease document is unmodified except as expressly set forth in this Amendment. Except for the modifications to the Lease document set forth in this Amendment, the Lease document remains in full force and effect. To the extent any provision of the Lease document conflicts with or are in any way is inconsistent with this Amendment, the Lease document is deemed to conform to the terms and provisions of this Amendment.
B. Binding Effect. The provisions of this Amendment shall be binding upon and inure to the benefit of the parties and their respective successors and assigns. No amendment, modification or 383
{00180871;3} 2
supplement to this Amendment shall be binding upon the parties unless in writing and executed by Landlord and Tenant.
C. Submission of Amendment. The submission of this Amendment for examination and negotiation does not constitute an offer to execute this Amendment by Landlord. This Amendment shall become effective and binding only upon execution and delivery hereof by Landlord and Tenant. No act or omission of any officer, employee or agent of Landlord or Tenant shall alter, change or modify any of the provisions hereof.
IN WITNESS WHEREOF, Landlord and Tenant have acknowledged and accept the terms of this First Amendment.
LANDLORD: Flamingo Motel Shiv, LLC, a California limited liability company By:
RK Bhakta
TENANT: CITY OF OXNARD
By:
Name: Brenda Lopez
Title: Housing Director
Approved as to Form:
By:
Name:Jason Zaragoza, City
384
{00180871;3} 3
Rajesh K. Bhakta
8/19/2025
9/8/2025
385
{00180871;3} 4
386
LEASE AGREEMENT
421 N. Oxnard Boulevard
Oxnard, CA 93030
This Lease Agreement ("Agreement"), effective as of April 4, 2025, is made and entered into by and between the City of Oxnard ("City") and Flamingo Motel Shiv, LLC, a California limited liability company ("Lessor"). City and Lessor may be referred to individually as a "Party" or collectively as the "Parties."
The Parties agree as follows:
1. PROPERTY LEASED. Lessor hereby leases to City and City hereby leases from Lessor a portion of Assessor's Parcel Number 200-0-051-060, improved as a motel property, containing a twenty (20)-room motel building of approximately 4,500 square feet of area ("Building"), with an adjacent parking lot ("Parking Lot"), commonly known and referred to as 421 N. Oxnard Boulevard, Oxnard (collectively, the "Premises"). The Premises are more particularly shown on Exhibit "A,", which will depict four (4) rooms to be leased, attached hereto and made a part hereof by this reference. The Lessor's motel employees shall be onsite daily to assist with any maintenance and housekeeping issues and key card access to the guest rooms. Landlord shall accept reservations made by telephone 805–407-2299. Hotel’s check-in and check-out time are 4:00 pm and 12:00 noon respectively. Guests will be permitted to check in early or check out later, subject to room availability.
2. TERM. The term of this Agreement shall be four (4) months three (3) weeks and one (1) day and shall commence on April 9, 2025, and terminate on August 31, 2025, ("Term"), subject to City’s right of Early Termination as more particularly described in Article 38.
3. RENT. City shall pay to Lessor, during the term of this Agreement, all-inclusive monthly rent of $115.00 per night, per room (Single bed-allocated three) and $140.00 per night, per room for two beds (Multi-guest allocated one). Pets shall be allowed at the additional cost of $35.00 per pet, per night. The rent is payable in advance on the first day of each and every calendar month.
Landlord shall establish a master account for Tenant for those specifically authorized by Tenant (“The Master Account”), including any damages caused by the occupants. Master Account charges will be billed to the Tenant at the end of each month. Master account charges shall be paid fifteen (15) days after receipt of month end billing. There shall be no pass through of any operating expenses from Lessor to City other than costs incurred by Lessor to repair damages to the Premises caused by the sole negligence or misconduct of City, its agents, servants, employees, contractors, or patrons, or the occupants of the Premises. If, through no fault of City or its directors, officers, employees, contractors, invitees, licensees or program participants, any Room Block room is unavailable for City’s use, City shall not be charged the nightly rate for such room or rooms. In the event of overpayment, such overpayment shall be refunded to City or credited against future nightly rate charges, as the Parties agree.
4. HOLDOVER. If City holds possession of the Premises after the expiration of the term of this Agreement, or any extension thereof, with consent of Lessor, either expressed or implied, City shall become a tenant from month-to-month at the rental amount paid for the last month of the Term of this Agreement. Such tenancy will be subject to all of the terms and conditions of this Agreement.
After an extension period of six (6) months the rent may be revised.
5. USE. The Premises shall be used for the following specified purpose and shall not be used for any other purpose without first obtaining the written consent of Lessor:
387
GENERAL MOTEL USE - PUBLIC SERVICE
6. SIGNS. City shall have the right, at the City’s sole cost and expense, to install any signs appropriate for the identification of the Premises subject to the City of Oxnard’s approval and issuance of any required permit(s). Lessor shall not install signs on the Premises without the written consent of the City.
7. ALTERATIONS BY CITY. During the Term or any extension thereof, City shall have the right, at City’s sole expense, to make installations, modifications and improvements to the Premises, provided, however, that the basic structure shall not be altered. All improvements, installations and modifications installed by City during the Term of this Agreement shall be considered personal property of City and City may, at its option, remove any or all of such items at any time during the Term of this Agreement or any extension thereof. Upon the expiration or termination of this Agreement, City shall remove all such improvements, installations and modifications at City’s sole cost and expense. If City removes any of such items, City shall restore the portion of the Premises affected by such removal, as nearly as practicable to its condition as of the date of occupancy by City, normal wear and tear excepted.
8. PARKING. City, its agents, invitees, employees, contractors and patrons shall have use of all the unreserved parking spaces in the Parking Lot adjacent to the Building for the Term of the Agreement or any extension thereof. This parking is included in the rent paid by City each month.
Further defined in Exhibit C (Flamingo Motel 421 North Oxnard Blvd Rules).
9. PRORATION OF RENT. If rent due under this Agreement for any calendar month should be for less than a full month, the rent due for that month shall be prorated on the basis of a 30-day month.
10. CONSTRUCTION OF TENANT IMPROVEMENTS BY LESSOR. None.
11. DELAY IN DELIVERY OF POSSESSION. If possession of the Premises is not delivered to City ready for occupancy within 30 days after the date of execution of this Agreement (the "Termination Trigger Date"), City may terminate this Agreement without further obligation by so advising Lessor in writing. Notwithstanding the foregoing sentence, the Termination Trigger Date shall be extended one day for each day Lessor is delayed in delivering the Premises to City ready for occupancy caused by (i) any acts or omissions of City, or its agents, contractors, employees, guests, licensees or invitees, or (ii) any strikes, lockouts, labor disputes, acts of God, inability to obtain services, labor, or materials or reasonable substitutes therefor, government actions, civil commotions, fire or other casualty, and other causes beyond the reasonable control of Lessor.
12. FIRE INSURANCE. Fire and extended coverage insurance on the Premises herein leased shall be the sole concern of Lessor. However, no use except that which is expressly provided in this Agreement shall be made, or permitted to be made, of the Premises.
13. TAXES AND ASSESSMENTS. Lessor shall pay all ad valorem taxes and assessments levied against the Premises covered by this Agreement. It is the understanding of the City that no transit occupancy tax for City’s occupancy of the Premises shall be due.
14. UTILITIES. Lessor shall pay for all utilities, including waste removal, water, sewer, gas, and electrical serving the Premises and make payments directly to the utility companies furnishing same. Lessor shall make and maintain proper connections with any and all water, gas, sewer, and electrical lines on or serving the Premises and will continue the connections and service thereof during the Term of this Agreement or any extension thereof. 388
15. JANITORIAL SERVICES. Lessor shall provide standard housekeeping and custodial services at least every seven days to the Premises, including to each of the twenty-five (25) guest rooms in the Building, during the Term of this Agreement or any extension thereof. As part of the standard housekeeping and custodial services provided by Lessor every seven days, Lessor shall provide fresh towels and sheets, cleaning and trash removal to each of the twenty-five (25) guest rooms in the Building. All housekeeping, custodial and laundry services will be furnished by Lessor in accordance with current health and safety protocols established by public health officials.
16. REPAIRS AND MAINTENANCE BY LESSOR. Lessor shall maintain the Premises as set forth in Exhibit "B," including its foundation, walls, suite demising walls, roof, building exterior including doors and glass, floors, floor coverings, electrical system, plumbing, water and sewage disposal systems, fire sprinkler system, fire alarm system, and HVAC system, and shall provide, at its sole cost, all maintenance, repair and replacement required to be performed in connection therewith. Excepting normal wear and tear, all maintenance, repair and replacement required by reason of excessive damage caused by the sole negligence or misconduct of City, its agents, servants, employees, contractors, or patrons, or occupants of the Premises shall be assumed by Lessor and charged separately by Lessor to City. Lessor, however, shall have no responsibility for interior painting of the Building after occupancy of the Premises by City or for maintenance which may be required by reason of the sole neglect or misconduct of City, its agents, servants, employees, contractors, or patrons.
17. ENTRY BY LESSOR. Lessor may enter upon the Premises at reasonable times with reasonable prior notice to examine the condition thereof, and for the purpose of providing maintenance and making such repairs as Lessor is obligated to make, provided that such right shall not be exercised in such a manner as to unreasonably interfere with any business conducted on the Premises.
18. COMPLIANCE WITH LAW. If the Premises, or Lessor's real property on which the Premises is located, is determined to be in non-compliance with the provisions of the Occupational Safety and Health Act of 1970, or any related legislation including but not limited to California Civil Code section 55.51 et seq. and the federal Americans with Disability Act (as such noncompliance shall be determined on an unoccupied basis without regard to City’s proposed use of the Premises or any alterations or improvements to be completed by or for City in the Premises), Lessor shall, to the extent possible, make all installations, modifications or improvements required as a result of such non-compliance, except that City shall comply with all laws and perform all installations, modifications or improvements made necessary due to any installations, modifications or improvements to, or use by City of, the Premises. The Premises have not undergone inspection by a Certified Access Specialist as defined by California Civil Code section 1938.
19. ASSIGNMENT AND SUBLETTING. City shall have the right to assign this Agreement or sublet the Premises with the written consent of Lessor, which consent shall not unreasonably be withheld. In the event that the Premises are sold during the Term of this Agreement, purchaser shall become Lessor's assignee hereunder. In such an event, all terms and conditions of this Agreement shall remain in full force and effect.
20. DEFAULT OR BREACH. Except as otherwise provided, at any time one Party to this Agreement is in default or breach in the performance of any of the terms and conditions of this Agreement, the other Party shall give written notice to remedy such default or breach. If said default or breach is remedied within 30 days following such notice, then this Agreement shall continue in full force and effect. If such default or breach is not remedied within 30 days following such notice, the other Party may, at its option, terminate this Agreement. Such termination shall not be 389
considered a waiver of damages or other remedies available to either Party because of such default or breach. Each term and condition of this Agreement shall be deemed to be both a covenant and a condition. Notwithstanding the foregoing, City shall be in default under this Agreement if City fails to pay any monetary obligation due and owing hereunder within 10 days following written notice from Lessor that said amount is past due and owing.
21. WAIVER. A waiver by either Party of any default or breach by the other Party in the performance of any of the covenants, terms or conditions of this Agreement shall not constitute or be deemed a waiver of any subsequent or other default or breach.
22. PARTIES BOUND AND BENEFITTED. The covenants, terms, and conditions herein contained shall apply to and bind the successors and assigns of all of the Parties hereto, and all of the Parties hereto shall be jointly and severally liable hereunder. This Agreement shall be binding upon and inure to the benefit of the successors and assigns of Lessor and City, subject to compliance with the terms of Article 19.
23. TIME. Time is of the essence of this Agreement.
24. HOLD HARMLESS AND INDEMNITY. City shall defend, indemnify and hold harmless Lessor from and against all third-party demands, claims, actions, liabilities, losses, damages and costs, including reasonable attorney's fees, arising out of or relating to any death, bodily injury or property damage resulting from, or in conjunction with, the maintenance, use or occupation of the Premises by City and its agents, invitees, employees, contractors or patrons under this Agreement, except as to any loss or damage as may arise from the sole negligence or willful misconduct of the Lessor.
In the event of any failure of any building system or element in the Premises that is a Lessor responsibility pursuant to Article 16, Lessor shall defend, indemnify and hold harmless City and its elected officials, officers, directors, agents, employees, subcontractors and volunteers from and against all third-party demands, claims, actions, liabilities, losses, damages and costs, including reasonable attorney's fees, arising out of or related to any death, bodily injury or property damage resulting from such failure, except as to any loss or damage as may arise from the sole negligence of City.
25. DESTRUCTION OF PREMISES. If the Premises should be destroyed by any cause or declared unsafe or unfit for occupancy by any authorized public authority for any reason, either wholly or in such a degree as to materially impair City’s use of said Premises, then all rent due under the terms of this Agreement shall cease as of the date of such destruction or declaration. If Lessor makes the necessary repairs within 30 days rendering the Premises as suitable and serviceable as they existed on the day City’s occupancy of the Premises commenced, no right of termination by the City shall exist. If repairs are not made within 30 days, ordinary wear and tear excepted, the City may terminate this Agreement effective on the 30th day after said destruction by mailing written notice to Lessor of the City’s intention to terminate. If during a period of partial destruction, the City should desire to continue occupancy, the rent shall be abated in the same ratio ("Reduced Rent"), as the portion of the Premises rendered for the time being unfit for occupancy shall bear to the whole Premises. Should the partial destruction of the Premises not be repaired within 30 days, the City shall have the option to terminate this Agreement or remain in possession at the Reduced Rent.
26. CONDEMNATION. If a public authority under the power of eminent domain should take the whole of the Premises, then the Term of this Agreement shall cease on the day of possession by said public authority. If a part only of the Premises should be taken under eminent domain, City shall have the right to either terminate this Agreement or to continue in possession of the remainder 390
of the Premises. If City remains in possession, all of the terms hereof shall continue in effect, with rents payable being reduced proportionately for the balance of the term of this Agreement. If such taking under the power of eminent domain occurs, those payments attributable to the leasehold interest of City shall belong to City, and those payments attributable to the reversionary interest of Lessor shall belong to Lessor.
27. CONDITION OF PREMISES UPON TERMINATION. Upon the termination or expiration of this Agreement for any reason, City shall vacate the Premises and deliver it to Lessor in good order and condition, excepting damage by the elements, fire, earthquake, falling objects and ordinary wear and tear. City shall repair any extraordinary damage to the Premises which may be required by reason of neglect or misconduct of the City, its agents, servants, employees, contractors, or patrons, or occupants of the Premises. At the end of each guest’s stay and at the conclusion of this Room Block Agreement, each room will be assessed for damages from its original condition prior to this Room Block Agreement.
28. ENTIRE AGREEMENT; SEVERABILITY. This Agreement contains the entire understanding of the Parties hereto and no obligations other than those expressly set forth herein will be recognized, regardless of whether the terms herein differ from what might arguably be implied from any other contract, lease, ordinance, policy, or other documents approved by City. If any term or provision of the Agreement is determined by a court of competent jurisdiction to be invalid, illegal, or unenforceable, the remaining portions of the Agreement shall be considered severable and not affected by such determination, and the rights and obligations of the parties shall be construed and enforced as if the Agreement did not contain the particular term or provision held to be illegal, invalid, or unenforceable.
29. AGREEMENT MODIFICATION. This Agreement may be terminated, extended, or amended in writing only by the mutual consent of the Parties hereto. Such modification may be executed by the Director of City’s Public Works Agency, or another authorized representative, on behalf of City.
30. PARTIAL INVALIDITY. If any term, covenant, condition or provision of this Agreement is found by a court of competent jurisdiction to be invalid, void or unenforceable, the remainder of the provisions hereof shall remain in full force and effect and shall in no way be affected, impaired, or invalidated thereby.
31. GENDER AND NUMBER. For the purpose of this Agreement, wherever the masculine or neuter form is used, the same shall include the masculine or feminine, and the singular number shall include the plural and the plural number shall include the singular, wherever the context so requires.
32. ARTICLE HEADINGS. Article headings in this Agreement are for convenience only and are not intended to be used in interpreting or construing the terms, covenants and conditions of this Agreement.
33. NOTICES AND PAYMENTS. All notices required under this Agreement, including change of address, shall be in writing and all notices and payments shall be made as follows:
A. All checks to Lessor shall be made payable to Flamingo Motel. Payments and notices to Lessor shall be given or mailed to:
Attn: Rajesh K. Bhakta
Address: 421 N. Oxnard Blvd
City, State, Zip: Oxnard, CA 93030
391
Lessor may request to receive payments via Electronic Funds Transfer by completing documentation provided by City.
B. All payments and notices to City shall be given or mailed to:
Brenda Lopez
Housing Department
City of Oxnard
435 South D Street
Oxnard, CA 93030
C. Lessor's monthly lease payment invoices, and other invoices pre-approved by City, may be sent to City via email with the following email address: [email protected]. All invoices must include the address of the Premises.
34. APPROVAL BY OXNARD CITY COUNCIL. This Agreement was approved by the Oxnard City Council by action of February 18, 2025 (Item Number M1).
35. ANTENNA. City shall have access to the Building's roof to install communications equipment necessary to conduct the City’s business. City shall bear all costs associated with said communications equipment including all permits and fees. City shall be responsible for any damage to the roof caused by said communications equipment and upon the expiration or termination of the Agreement shall be responsible for removal of said communications equipment and shall restore the portion of the roof affected by such removal, as nearly as practicable to its condition as of the date of occupancy by City, normal wear and tear excepted.
36. GOVERNING LAW; FORUM; VENUE. This Agreement shall in all respects be interpreted, governed and enforced in accordance with the laws of the state of California applicable to contracts entered into and fully to be performed therein. The Parties agree that this Agreement was made and entered into in Ventura County, California and that this Agreement and the Parties' obligations under this Agreement are to be performed in City of Oxnard. Accordingly, the Parties agree that any action, suit or other legal proceeding concerning this Agreement shall be in a forum with jurisdiction over Ventura County, California, with venue in Ventura County.
37. LIABILITY INSURANCE. City, at its own expense, shall procure and maintain with respect to the Premises and operations conducted therein adequate general premises liability insurance against bodily injury and against property damage. Said insurance shall have a combined single limit of liability for bodily injuries and for property damage in an amount of not less than Two Million Dollars ($2,000,000.00). Notwithstanding anything to the contrary provided in this Agreement, City shall furnish to Lessor a Certificate of Liability Insurance, which certificate shall verify that City carries liability insurance as described above. Said certificate shall verify that (i) Lessor is named as an additional insured in said insurance, (ii) said insurance covers products and completed operations coverages, (iii) such insurance shall not be cancelled nor terminated without thirty (30) days' prior written notice given to Lessor, and (iv) said insurance shall be primary insurance, notwithstanding any "other insurance" clauses to the contrary which may be contained in either City’s or Lessor's insurance contracts. The insurance coverage shall contain within the contract or by endorsement a "broad form" of contractual liability coverage which covers contracts entered into by City, including leases.
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38. EARLY TERMINATION. In anticipation of the closing date of the shelter program (summer 2025), the number of occupants that are currently in the shelter program will be reduced.
City of Oxnard reserves the right to reduce the number of individual rooms leased. If the exit is initiated by the City, City staff shall notify the Landlord at lease forty-eight (48) hours in advance of a client’s impending exit from the program and the lease of the room shall end upon occupants’ exit. If the exit is initiated by the motel property, then the City and Landlord shall discuss an exit date based on the exigency of the situation.
39. EVICTION/REMOVAL: The City will be responsible for any evictions needed for tenants and tenant removal. Any additional expenses incurred by Lessor for evictions and/or removing of tenants and/or tenants' property will be paid for by City.
40. OCCUPANCY OF PREMISES. Lessor and City understand that they shall not receive rent, fees, or any other form of payments or consideration, or gifts from occupants of hotel rooms in exchange for access to or use of the Premises. Lessor and City also understand that neither has entered into any contract with the occupants of the hotel rooms related to the use of the Premises within the meaning of California Civil Code section 1925. The occupants of the hotel rooms are not persons who hire any dwelling unit from Lessor or City within the meaning of California Civil Code section 1940 and are not subject to the benefits of the California Civil Code or any other state statutes, rules, or regulations or local government rules, regulations or ordinances, that confer tenancy rights on the occupants.
41. COMMISSION: As part of this agreement, CBRE represents the City of Oxnard in Tenant representation. As such, the Hotel agrees to pay CBRE 4% of the gross total consideration for the term of the Agreement and any extensions and/or amendment thereto.
LESSOR:
Flamingo Motel Shiv, LLC, a California limited liability company Signature: 4/9/2025
By: RK Bhakta
Its: Owner
LESSEE:
City of Oxnard Approved as to Form:
Signature: 4/9/2025 Signature: 4/9/2025
By: Brenda Lopez By: Jason Zaragoza, City
Its: Interim Director
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EXHIBIT “A”
Four (4) Rooms Total
Described Further Below
Single Occupancy:
3 allocated
Double Tenancy:
1 allocated
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EXHIBIT "B"
MAINTENANCE & REPAIR SCHEDULE
NO. ITEM LESSOR CITY
1 Electrical system and conduits. X
2 Light switches and electrical outlets. X
3 Ballast and transformers for florescent lights. X
4 Light bulbs and/or florescent bulbs, including installation. X 5 Plumbing system: water,sewer, gas and other
underground lines.
X
6 Plumbing blockage within the premises or from the
premises to a community line.
X
7 Toilets, urinals, water closets, water faucets, paper towel & toilet tissue holders (not owned by supplier), mirrors and other restroom fixtures.
X
8 Water heater. X
9 Drinking fountains X
10 Air conditioning & heating systems, including control switches & thermostats.
X
11 Telephone & cable T.V. jacks. X
12 Carpet, tile and/or linoleum. X
13 Interior doors, door and window hardware and locks. X 14 Drapes, window shades, blinds or other window
covering.
X
15 Ceiling. X
16 Interior walls & partitions. X
17 Broken window glass or door glass including plate glass windows.
X
18 Exterior walls, roof, drains & down spouts. X
395
19 Exterior parking lot, repair & maintenance. X
20 Grounds landscaping, gardening and debris clean up. X 21 Security camera system. X
22 Fire extinguishers. X
23 Refuse, rubbish & garbage disposal. X
24 Janitorialservice including window washing. X
25 Papersupplies, dispensers & waste containers in
restrooms.
X
26 Pest control: exterior or common area. X
27 Pest control: interior. X
However, it is understood and agreed that Landlord shall not be responsible for those items which require repair or maintenance due to the sole neglect or misconduct of City, its agents, employees, contractors or patrons.
396
EXHIBIT C
Flamingo Motel 421 North Oxnard Blvd Rules
1. No visitors.
2. No loud music.
3. No standing around outside the room.
4. No knocking on other doors.
5. No smoking in or outside the rooms.
6. When housekeeping service is given the guest must step out of the room and they can only take the service between 10 am and 2 pm.
7. Disturbing other Guests is not allowed.
8. All rooms have air conditioning. Please note that air condition does not work if windows are opened or if windows are not properly closed.
9. Guests must have appropriate clothes and footwear when they are moving through the public spaces of the motel.
10. It is not allowed to take explosive, weapons, inflammable materials or other dangerous chemicals into the motel.
11. It is not permitted to use iron, hot plates, electric heaters or any other heater device.
12. For your convenience the motel has arranged the parking in front of the motel.
Motel takes no responsibility for any damage or loss of your vehicle on the parking. 1 vehicle per room.
13. It is not allowed to take out from the motel the room inventory (pillows, blankets, towels)
397
Occupancy and Arbitration Agreement
This Occupancy and Arbitration Agreement (“Agreement”) is made between Flamingo Motel Shiv, LLC, a California limited liability company ("Flamingo Motel - Oxnard") and the City of Oxnard guest who is staying at 421 N. Oxnard Boulevard (“Guest”). Flamingo Motel – Oxnard and Guest may be referred to individually as a “Party” or collectively as the “Parties.” Guest Is Not a Tenant of Flamingo Motel - Oxnard: The City of Oxnard (“City”) has agreed to provide free non-congregate shelter to residents experiencing homelessness. City has leased the entire Flamingo Motel - Oxnard property located at 421 N. Oxnard Boulevard, Oxnard, CA 93030 (“Property”) to provide emergency shelter. Guest acknowledges that their free stay at the Property is provided pursuant to a lease agreement between City and Flamingo Motel - Oxnard. Guest acknowledges that they have no contractual relationship or any relationship with Flamingo Motel - Oxnard related to the use of the Property within the meaning of California Civil Code section 1925. Guest acknowledges that they are not persons who hire any dwelling unit from Flamingo Motel - Oxnard within the meaning of California Civil Code section 1940 and are not subject to the benefits of the California Civil Code or any other state statutes, rules, or regulations or local government rules, regulations or ordinances that confer tenancy rights on Guest. Guest acknowledges that they have not paid money, fees, or any other form of payment, consideration or gift to Flamingo Motel - Oxnard to stay at the Property. Guest acknowledges that they are not a tenant of Flamingo Motel - Oxnard but rather are a guest at the Property leased by City. Guest acknowledges that they must follow all rules of the Flamingo Motel - Oxnard and may be removed from the Property at any time by Flamingo Motel’s - Oxnard management for failure to do so. If Guest has a grievance about being removed from the Property, Guest agrees that their sole recourse is with City and not with Flamingo Motel - Oxnard.
Agreement to Binding Arbitration: Guest and Flamingo Motel - Oxnard agree that any issue, dispute, claim or controversy arising out of or relating to or in any way concerning Guest’s stay at the Property will be settled by binding individual arbitration. Each Party waives the right to a trial by jury as to all arbitrable disputes. If there is a dispute about whether this Agreement can be enforced or applies to a dispute, the arbitrator will decide that issue. This Agreement evidences a transaction in interstate commerce and thus the Federal Arbitration Act governs the interpretation and enforcement of this provision. The arbitration will be administered by the American Arbitration Association (“AAA”) in accordance with the Consumer Arbitration Rules and/or other AAA arbitration rules determined to be applicable by the AAA then in effect. The AAA Rules are available at www.adr.org. The arbitration shall be conducted in Ventura County and the arbitrator(s) shall apply the substantive laws of California to the dispute. The arbitration shall be conducted by a single arbitrator on a confidential basis. 398
Guest’s Signat K Bhakta
No Class Actions or Representative Proceedings: Any arbitration shall be conducted solely on an individual basis and not as a class action or representative action. The Parties are waiving the right to participate as a plaintiff or class member in any purported class action lawsuit, class-wide arbitration, private attorney general action, or any other representative proceeding as to all disputes between them. The arbitrator may not consolidate more than one Party’s claims and may not otherwise preside over any form of class or representative proceeding.
Date: 4/9/2025 Date: 4/9/2025
City of Oxnard
Flamingo Motel Shiv, LLC, a
California limited liability
company
92338190.1
ure R
399
Please note that the terms “Seller” and “Buyer” are defined by the CA Civil Code to include a lessor and lessee, respectively.
This form must be delivered before or concurrently with the signing of the purchase and sale contract (or lease).
In lieu of this form, such confirmation may also be set forth in the purchase and sale contract (or lease).
REPRESENTATION CONFIRMATION
Date:
Seller/Lessor:
Buyer/Lessee:
Property Name:
Street Address, City, State:
Further described as:
April 4, 2025
RK Bhakta
City of Oxnard
421 N Oxnard Blvd, Oxnard, CA
approximately 4,500 sf motel (4 rooms)
A real estate agent, either acting directly or through one or more associate licensees, can legally be the agent of both the Seller and the Buyer in a transaction, but only with the knowledge and consent of both the Seller and the Buyer. In a dual agency situation, the agent has the following affirmative obligations to both the Seller and the Buyer:
(a) A fiduciary duty of utmost care, integrity, honesty and loyalty in the dealings with either the Seller or the Buyer.
(b) Other duties to the Seller and the Buyer as stated above in their respective sections.
In representing both Seller and Buyer, the agent may not, without the express permission of the respective party, disclose to the other party that the Seller will accept a price less than the listing price or that the Buyer will pay a price greater than the price offered. The above duties of the agent in a real estate transaction do not relieve a Seller or Buyer from the responsibility to protect his or her own interests. You should carefully read all agreements to assure that they adequately express your understanding of the transaction. A real estate agent is a person qualified to advise about real estate. If legal or tax advice is desired, consult a competent professional. Throughout your real property transaction you may receive more than one disclosure form, depending upon the number of agents assisting in the transaction. The law requires each agent with whom you have more than a casual relationship to present you with this disclosure form. You should read its contents each time it is presented to you, considering the relationship between you and the real estate agent in your specific transaction. is the Agent of (check one)
Name of Listing Agent (Brokerage Firm)
☐ the lessor/seller exclusively; or ☐ both the buyer and seller.
CBRE, Inc.
Name of Selling Agent/Procuring Broker (Brokerage Firm) is the Agent of (check one)
☐ the lessee/buyer exclusively; or ☐ the seller exclusively; or ☐ both the buyer and seller.
SELLER/LESSOR BUYER/LESSEE
BY: BY:
PRINT NAME: Rajesh K. Bhakta PRINT NAME: Brenda Lopez
TITLE: Owner TITLE: Interim Director
December 2014
400
{00180871;3} 1
THIRD AMENDMENT TO LEASE
This Third Amendment to Lease (this “Amendment”) is made as of August 15, 2025 between Palace Inn LLC, (“Landlord”), and City Of Oxnard (“Tenant”).
RECITALS
A. Landlord and Tenant executed that certain Hotel Lease document dated May 1, 2024 (the “Lease Document”) and First Amendment dated September 20, 2024 (the “First Amendment”) and Second Amendment dated February 26, 2025 (the “Second Amendment”). Pursuant to the Lease and Amendment documents, Landlord has leased to Tenant that certain space (the “Existing Space”) containing twenty-three (23) rooms with the address of 1631 So Oxnard Blvd, Oxnard, CA 93030 (the “Premises”), as more particularly described in the Lease document.
B. Landlord and Tenant desire to extend the term of the Lease in accordance with the terms and conditions set forth in this Amendment.
AGREEMENT
In consideration of the mutual covenants and conditions contained herein and for other good and valuable consideration, Landlord and Tenant agree as follows:
1. Amendment of Lease.
A. Extension of Lease Term. The Term of Lease shall be extended from August 31, 2025 through September 30, 2025.
B. Room: Extension of lease will be with eight (8) rooms.
C. Exit Strategy: In anticipation of the closing date of the shelter program (summer 2025), the number of occupants that are currently in the shelter program will be reduced. City of Oxnard reserves the right to reduce the number of individual rooms leased.
If the exit is initiated by the City, City staff shall notify the Landlord at least forty-eight (48) hours in advance of a client's impending exit from the program and the lease of the room shall end upon occupants’ exit. If the exit is initiated by the motel property, then the City and Landlord shall discuss an exit date based on the exigency of the situation.
D. Real Estate Brokers. CBRE, Inc. is the real estate broker or agent who is or may be entitled to any commission or finder’s fee in connection with the representation of Tenant in this Amendment and Tenant shall indemnify and hold Landlord harmless from and against any and all claims, demands, losses, liabilities, lawsuits, judgments, costs and expenses (including without limitation, attorneys’ fees and costs) with respect to any leasing commission or equivalent compensation alleged to be owing on account of such Tenant’s discussions, negotiations and/or dealings with any real estate broker or agent other than CBRE, Inc.
2. General Provisions
A. Effect of Amendment. The original Lease document is unmodified except as expressly set forth in this Amendment. Except for the modifications to the Lease document set forth in this Amendment, the Lease document remains in full force and effect. To the extent any provision of the Lease document conflicts with or are in any way is inconsistent with this Amendment, the Lease document is deemed to conform to the terms and provisions of this Amendment. 401
{00180871;3} 2
B. Binding Effect. The provisions of this Amendment shall be binding upon and inure to the benefit of the parties and their respective successors and assigns. No amendment, modification or supplement to this Amendment shall be binding upon the parties unless in writing and executed by Landlord and Tenant.
C. Submission of Amendment. The submission of this Amendment for examination and negotiation does not constitute an offer to execute this Amendment by Landlord. This Amendment shall become effective and binding only upon execution and delivery hereof by Landlord and Tenant. No act or omission of any officer, employee or agent of Landlord or Tenant shall alter, change or modify any of the provisions hereof.
IN WITNESS WHEREOF, Landlord and Tenant have acknowledged and accept the terms of this Third Amendment.
LANDLORD: Palace Inn LLC, a California limited liability company
By:
RK Bhakta
TENANT: CITY OF OXNARD
By:
Name: Brenda Lopez
Title: Housing Director
Approved as to Form:
By:
Name:Jason Zaragoza, City
402
{00180871;3} 3
Rajesh K. Bhakta
8/19/2025
8/21/2025
403
{00180871;3} 4
404
{00180871;3} 1
SECOND AMENDMENT TO LEASE
This Second Amendment to Lease (this “Amendment”) is made as of February 26, 2025 between Palace Inn LLC, (“Landlord”), and City Of Oxnard (“Tenant”).
RECITALS
A. Landlord and Tenant executed that certain Hotel Lease document dated May 1, 2024 (the “Lease Document”) and First Amendment dated September 20, 2024 (the “First Amendment”).
Pursuant to the Lease and Amendment documents, Landlord has leased to Tenant that certain space (the “Existing Space”) containing twenty-three (23) rooms with the address of 1631 So Oxnard Blvd, Oxnard, CA 93030 (the “Premises”), as more particularly described in the Lease document.
B. Landlord and Tenant desire to extend the term of the Lease in accordance with the terms and conditions set forth in this Amendment.
AGREEMENT
In consideration of the mutual covenants and conditions contained herein and for other good and valuable consideration, Landlord and Tenant agree as follows:
1. Amendment of Lease.
A. Extension of Lease Term. The Term of Lease shall be extended from March 1, 2025 through August 31, 2025.
B. Room: Extension of lease will be with twenty-two (22) rooms , rather than the current 23 rooms (all currently leased rooms except for one double occupancy room).
C. Exit Strategy: In anticipation of the closing date of the shelter program (summer 2025), the number of occupants that are currently in the shelter program will be reduced. City of Oxnard reserves the right to reduce the number of individual rooms leased.
If the exit is initiated by the City, City staff shall notify the Landlord at least forty-eight (48) hours in advance of a client's impending exit from the program and the lease of the room shall end upon occupants’ exit. If the exit is initiated by the motel property, then the City and Landlord shall discuss an exit date based on the exigency of the situation.
D. Real Estate Brokers. CBRE, Inc. is the real estate broker or agent who is or may be entitled to any commission or finder’s fee in connection with the representation of Tenant in this Amendment and Tenant shall indemnify and hold Landlord harmless from and against any and all claims, demands, losses, liabilities, lawsuits, judgments, costs and expenses (including without limitation, attorneys’ fees and costs) with respect to any leasing commission or equivalent compensation alleged to be owing on account of such Tenant’s discussions, negotiations and/or dealings with any real estate broker or agent other than CBRE, Inc.
2. General Provisions
A. Effect of Amendment. The original Lease document is unmodified except as expressly set forth in this Amendment. Except for the modifications to the Lease document set forth in this Amendment, the Lease document remains in full force and effect. To the extent any provision of the Lease document conflicts with or are in any way is inconsistent with this Amendment, the Lease document is deemed to conform to the terms and provisions of this Amendment. 405
{00180871;3} 2
B. Binding Effect. The provisions of this Amendment shall be binding upon and inure to the benefit of the parties and their respective successors and assigns. No amendment, modification or supplement to this Amendment shall be binding upon the parties unless in writing and executed by Landlord and Tenant.