Ukiah City Council
October 21, 2026

City Council
Regular Meeting
AGENDA
(to be held both at the physical and virtual locations below) Civic Center Council Chamber ♦ 300 Seminary Avenue ♦ Ukiah, CA 95482 To participate or view the virtual meeting, go to the following link: https://us06web.zoom.us/j/88064204835 Or you can call in using your telephone only:
• Call (toll free) 1-888-788-0099
• Enter the Access Code: 880 6420 4835
• To Raise Hand enter *9
• To Speak after being recognized: enter *6 to unmute yourself Alternatively, you may view the meeting (without participating) by clicking on the name of the meeting at www.cityofukiah.com/meetings.

October 21, 2026 - 5:15 PM

1. ROLL CALL

2. PLEDGE OF ALLEGIANCE

3. AB 2449 NOTIFICATIONS AND CONSIDERATIONS

4. PROCLAMATIONS/INTRODUCTIONS/PRESENTATIONS

4.a. Acknowledgments:
• October as National Domestic Violence Awareness Month • October as National Disability Employment Awareness Month Recommended Action: Recognize acknowledgements.

Attachments:

1. October 21, 2026 Acknowledgements

4.b. Presentation from C&S Waste Solutions Regarding their Education and Outreach Program and Other Services.

Recommended Action: Receive presentation from C&S Waste Solutions regarding their Education and Outreach Program and other services.

Attachments:

1. UWS Outreach 2025-26 letter

5. PETITIONS AND COMMUNICATIONS

6. APPROVAL OF MINUTES

6.a. Approval of the Minutes for the October 7, 2026, Regular Meeting.

Recommended Action: Approve the minutes for the October 7, 2026, Regular Meeting.

Attachments:

1. 2026-10-07 Draft Minutes

7. RIGHT TO APPEAL DECISION
Persons who are dissatisfied with a decision of the City Council may have the right to a review of that decision by a court. The City has adopted Section 1094.6 of the California Code of Civil Procedure, which generally limits to ninety days (90) the time within which the decision of the City Boards and Agencies may be judicially challenged.

8. CONSENT CALENDAR
The following items listed are considered routine and will be enacted by a single motion and roll call vote by the City Council.

Items may be removed from the Consent Calendar upon request of a Councilmember or a citizen in which event the item will be considered at the completion of all other items on the agenda. The motion by the City Council on the Consent Calendar will approve and make findings in accordance with Administrative Staff and/or Planning Commission recommendations.

8.a. Approval of Plans and Specifications for the Central Ukiah Circulation Improvement Project, Specification 26-04, and Authorization for Staff to Issue Bids.

Recommended Action: Approve plans and specifications for the Central Ukiah Circulation Improvement Project, Specification 26-04, and authorize Staff to issue bids.

Attachments:

1. Ukiah Circulation_Drawings_NOT FOR BID

2. Ukiah Circulation_Special Provisions NOT FOR BID

8.b. Approval of Budget Amendment of $386,858.23 for the Remodel of 501 South State Street, Specification No. 25-04.

Recommended Action: Approve a budget amendment in the amount of $386,858.23 for the Remodel of 501 South State Street, Specification No. 25-04, to fund additional anticipated construction change orders and remaining project costs.

Attachments:

1. 501 State Street Costs and Funding Summary

8.c. Approval of New Airport Ground Lease with the California Department of General Services (Cal Fire) and Authorization for the City Manager to Negotiate and Execute the Agreement.

Recommended Action: Approve a new Airport ground lease with the California Department of General Services (Cal Fire) and authorize the City Manager to negotiate and execute the agreement.

Attachments:

1. Cal Fire Draft Lease 2026

2. Cal Fire Final Lease 2018

8.d. Notification of Contract Amendment with Community Development Services in the Amount of $45,000 for Underwriting Services for Business Assistance Program Funded by a State Grant from Housing and Community Development.

Recommended Action: Receive notification of contract amendment with Community Development Services in the amount of $45,000 for underwriting services for the Business Assistance Program funded by a State grant from Housing and Community Development.

Attachments:

1. Agreement_2324-105_CDS

2. CDS Amendment 3

8.e. Notification of a Contract Amendment with JM Integration in the Amount of $76,212.50 as Part of the SCADA Upgrades at the Water Treatment Plant.

Recommended Action: Receive notification of a contract amendment with JM Integration in the amount of $76,212.50 as part of the SCADA upgrades at the Water Treatment Plant.

Attachments:

1. Contract 2021-167 JM Integration - WTP SCADA Upgrade

2. JM INTEGRATION CO 1

3. JM Integration - SCADA Water Treatment Plant 2021-167-A2 - Amendment

4. Invoice_23605_from_JM_Integration_LLC

8.f. Authorization for the City Manager to Negotiate and Execute a Contract Amendment with Colantuono, Highsmith & Whatley, PC for Legal Services.

Recommended Action: Authorize the City Manager to negotiate and execute a contract amendment with Colantuono, Highsmith & Whatley, PC for legal services to the City of Ukiah.

Attachments:

1. Colantuono Highsmith Whatley PC - 2014 Letter Agreement

9. AUDIENCE COMMENTS ON NON-AGENDA ITEMS
The City Council welcomes input from the audience. If there is a matter of business on the agenda that you are interested in, you may address the Council when this matter is considered. If you wish to speak on a matter that is not on this agenda that is within the subject matter jurisdiction of the City Council, you may do so at this time. In order for everyone to be heard, please limit your comments to three (3) minutes per person and not more than ten (10) minutes per subject. The Brown Act regulations do not allow action to be taken on audience comments in which the subject is not listed on the agenda.

10. COUNCIL REPORTS

11. CITY MANAGER/CITY CLERK REPORTS

12. PUBLIC HEARINGS (5:30 PM)

13. UNFINISHED BUSINESS

13.a. Status Report on the Emergency Contract with Diamond D Construction, LLC for Landslide Mitigation Work at the Pressure Zone 1 Water Storage Tank and Request for Authorization to Continue Work Under This Emergency Contract.

Recommended Action: Review the emergency action for the contract with Diamond D Construction, LLC for landslide mitigation work at the Pressure Zone 1 water storage tank and determine, by a four-fifths vote pursuant to Public Contract Code section 22050(c)(1), that emergency conditions continue to require immediate action without competitive bidding and that there is a need to continue the emergency action.

Attachments:

1. Reso 2026-65 - Approving Emergency Procurement for Water Tank in Western Hills

2. SHN-CityofUkiah-Proposal

3. SHN Professional Opinion Letter

13.b. Status Report on Emergency Contract with Wipf Construction for the Emergency Underground Infrastructure in Oak Manor Subdivision and Request for Authorization to Continue Work Under This Emergency Contract.

Recommended Action: Review the emergency action for the contract with Wipf Construction for trenching, conduit installation, and equipment box installation to repair failed conductor, retire live front transformers, and restore circuit redundancy to key areas of Ukiah and determine, by a four-fifths vote pursuant to Public Contract Code section 22050(c)(1), that emergency conditions continue to require immediate action without competitive bidding and that there is a need to continue the emergency action.

Attachments:

1. CC Reso 2026-69 - Approving Award of Emergency Contract with Wipf Construction

14. NEW BUSINESS

14.a. Receive and File Fourth Quarter Financial Report.

Recommended Action: Receive and file Fourth Quarter Financial Report (preliminary unaudited quarter-end results).

Attachments: None

14.b. Receive and File First Quarter Financial Report.

Recommended Action: Receive and file First Quarter Financial Report (preliminary unaudited quarter-end results).

Attachments: None

14.c. Consider Authorizing the City Manager to Negotiate and Execute an Agreement for Purchase and Sale of Easement and Associated Grant of Easement for Property Located at 122 Leslie Street (APN 002-282-02 and 002-232-05) in the Amount of $132,320.00, Plus Associated Closing Costs.

Recommended Action: Authorize the City Manager to negotiate and execute an Agreement for Purchase and Sale of Easement and associated Grant of Easement with the property owners of 122 Leslie Street for the acquisition of approximately 8,270 square feet of easement area at a purchase price in the amount of $132,320.00, plus associated closing costs.

Attachments:

1. 122 Leslie Street Purchase Agreement

2. 122 Leslie Street Easement draft

14.d. Receive Updates on City Council Committee and Ad Hoc Assignments, and, if Necessary, Consider Modifications to Assignments and/or the Creation/Elimination of Ad Hoc(s).

Recommended Action: Receive report(s). The Council will consider modifications to committee and ad hoc assignments along with the creation/elimination ad hoc(s).

Attachments:

1. 2026 City Council Special Assignments & Ad Hocs

15. CLOSED SESSION - CLOSED SESSION MAY BE HELD AT ANY TIME DURING THE MEETING

15.a. Conference with Legal Counsel – Anticipated Litigation (Government Code Section 54956.9(d)(4))
Initiation of litigation (1 case)

15.b. Conference with Legal Counsel – Anticipated Litigation (Government Code Section 54956.9(d)(2))
Significant exposure to litigation (1 case)

15.c. Conference with Legal Counsel – Existing Litigation (Government Code Section 54956.9(d)(1))
Name of case: Vichy Springs Resort v. City of Ukiah, Et Al; Case No. SCUK-CVPT-2018-70200

15.d. Conference with Legal Counsel – Existing Litigation (Government Code Section 54956.9(d)(1))
Name of case: Vichy Springs Resort, Inc v. City of Ukiah, et al.; Case No. 24-cv-07106-JSC

15.e. Conference with Legal Counsel - Existing Litigation (Government Code § 54956.9(1)(d))
City of Camden et al. v. 3 M Corporation (USDC South Carolina, Charleston Division) 2.23-cv03147, 03230

15.f. Conference with Legal Counsel – Existing Litigation (Government Code Section 54956.9(d)(1))
Name of case: Kylle St. Pierre v. City of Ukiah, et al.; Case No. CV 26-07749

15.g. Conference with Real Property Negotiators
(Cal. Gov't Code Section 54956.8)
Property: APN Nos: 170-030-05; 170-030-03; 170-010-05; 170-020-07; 170-020-11; 170-040- 03; 170-020-08
Negotiator: Sage Sangiacomo, City Manager
Negotiating Parties: Project Ovis LLC
Under Negotiation: Price & Terms of Payment

15.h. Conference with Real Property Negotiators
(Cal. Gov't Code Section 54956.8)
Property: APN No: 180-110-07-00
Negotiator: Sage Sangiacomo, City Manager
Negotiating Parties: Marina Bay Crossing, LLC
Under Negotiation: Price & Terms of Payment

15.i. Conference with Labor Negotiator
(Cal. Gov't Code § 54957.6)
Agency Designated Representative: City Council
Unrepresented Employee: City Manager

16. ADJOURNMENT
Please be advised that the City needs to be notified 72 hours in advance of a meeting if any specific accommodations or interpreter services are needed in order for you to attend. The City complies with ADA requirements and will attempt to reasonably accommodate individuals with disabilities upon request. Materials related to an item on this Agenda submitted to the City Council after distribution of the agenda packet are available for public inspection at the front counter at the Ukiah Civic Center, 300 Seminary Avenue, Ukiah, CA 95482, during normal business hours, Monday through Friday, 8:00 am to 5:00 pm. Any handouts or presentation materials from the public must be submitted to the clerk 48 hours in advance of the meeting; for handouts, please include 10 copies.

I hereby certify under penalty of perjury under the laws of the State of California that the foregoing agenda was posted on the bulletin board at the main entrance of the City of Ukiah City Hall, located at 300 Seminary Avenue, Ukiah, California, not less than 72 hours prior to the meeting set forth on this agenda.

Araceli Sandoval, Deputy City Clerk
Dated: 10/16/26

Agenda Item No: 4.a.

MEETING DATE/TIME: 10/21/2026

ITEM NO: 2026-1631

AGENDA SUMMARY REPORT
SUBJECT: Acknowledgments:
• October as National Domestic Violence Awareness Month • October as National Disability Employment Awareness Month DEPARTMENT: City Clerk PREPARED BY: Araceli Sandoval, Deputy City Clerk PRESENTER: Mayor Sher
ATTACHMENTS:

1. October 21, 2026 Acknowledgements
Summary: City Council will recognize several important people, causes, and community observances through acknowledgements.

Background: While the City reserves formal proclamations for unique milestones and extraordinary achievements, acknowledgements allow the City to consistently recognize the many organizations, professions, cultures, and causes that strengthen the Ukiah community throughout the year.

Discussion: The City of Ukiah recognizes (Attachment 1):
• October as National Domestic Violence Awareness Month, raising awareness of domestic violence, supporting survivors, remembering those affected, and reaffirming the importance of prevention, education, and access to supportive services.
• October as National Disability Employment Awareness Month, celebrating the skills and contributions of workers with disabilities and recognizing the 2026 theme, “Celebrating Value and Talent,” which emphasizes the value of an inclusive workforce and equal employment opportunities.

The City of Ukiah extends its appreciation to all individuals contributing to these efforts and recognizes the many dedicated professionals whose behind-the-scenes work, commitment, and expertise strengthen and serve the community.

Recommended Action: Recognize acknowledgements.

BUDGET AMENDMENT REQUIRED: N/A
CURRENT BUDGET AMOUNT: N/A
PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: N/A
REVENUE: N/A GRANT: N/A
PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: N/A

STRATEGIC PLAN (SP): SP 3C - Instill diversity, equity, and inclusion as essential core elements of policymaking, accountability, and delivery of City services.

GENERAL PLAN ELEMENTS (GP): N/A

City Council Acknowledgements for October 21, 2026.

The City of Ukiah recognizes important observances that reflect the community’s commitment to safety, dignity, inclusion, and equal opportunity for all.

The City acknowledges October as National Domestic Violence Awareness Month, raising awareness of domestic violence, supporting survivors, remembering those affected, and reaffirming the importance of prevention, education, and access to supportive services.

The City of Ukiah recognizes October as National Disability Employment Awareness Month, celebrating the skills and contributions of workers with disabilities and recognizing the 2026 theme, “Celebrating Value and Talent,” which emphasizes the value of an inclusive workforce and equal employment opportunities.

The City of Ukiah extends its appreciation to the advocates, service providers, employers, and community members who work to support survivors, advance inclusion, and create a safer and more equitable community for all.

Recognized by the City Council of the City of Ukiah
October 21, 2026
Attachment 1

Agenda Item No: 4.b.

MEETING DATE/TIME: 10/21/2026

ITEM NO: 2026-1660

AGENDA SUMMARY REPORT
SUBJECT: Presentation from C&S Waste Solutions Regarding their Education and Outreach Program and Other Services.

DEPARTMENT: Public Works PREPARED BY: Seth Strader, Public Works Management Analyst II PRESENTER: UWS Representative
ATTACHMENTS:

1. UWS Outreach 2025-26 letter
Summary: Council will receive a presentation from C&S Waste Solutions regarding their education and outreach program and other services.

Background: C&S Waste Solutions is the City of Ukiah's waste hauler, responsible for the weekly curbside collection, fall leaf collection as well as operating the transfer station in Ukiah and the surrounding areas.

Discussion: A representative from C&S will present the items described in Attachment 1 as well as other services performed by the waste hauler. Additional info graphics to be uploaded before the Council Meeting.

Recommended Action: Receive presentation from C&S Waste Solutions regarding their Education and Outreach Program and other services.

BUDGET AMENDMENT REQUIRED: N/A
CURRENT BUDGET AMOUNT: N/A
PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: N/A
REVENUE: N/A GRANT: N/A
PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: N/A
STRATEGIC PLAN (SP): SP 1C - Encourage and support an environmentally sustainable and resilient community by embracing new technology, setting policy, and evaluating critical infrastructure.

GENERAL PLAN ELEMENTS (GP): GP-A4 - Public Facilities, Services, and Infrastructure Element.

September 2nd, 2025
Sage Sangiacomo
City Manager
City of Ukiah
300 Seminary Avenue
Ukiah, CA 95482
Dear Mr. Sangiacomo,
Attached is a recap of Public Education and Outreach activities that Ukiah Waste Solutions undertook in calendar year 2025, as well as activities planned for 2026.

Ukiah Waste Solutions (UWS) recognizes the importance of a comprehensive Public Education and Outreach program to stimulate participation in diversion programs. We aim to be a leader within the community's goal of waste reduction and proper recycling.

UWS undertook a number of initiatives last year, and plans to expand upon these as we move forward in 2026. The outreach team plans to bolster the existing education program in the City to include more information on SB1383 legislation, and to monitor the pending changes that will be required once SB54 is finalized.

Education efforts are at the forefront of all customer contacts, whether it be during a phone call, web inquiry, contacts made during waste audits, during tours, or presentations to schools and civic organizations. We look forward to discussing all of this with you in the near future, and welcome any suggestions that the City of Ukiah may offer.

Sincerely,
Michelle Goodman
Ukiah Waste Solutions
ATTACHMENT 1

Recap of Ukiah Waste Solutions Outreach Activities in 2025 Newsletters and Directed Literature
• Newsletters were inserted in customer billings in April and will be in October • A variety of materials were provided to the City's Utility Department for display and or handouts when residents visit City Hall. These materials included such items as targeted recycling information, company newsletters, new start mailer pamphlets, and recycling magnets for home use.
• All new customers were provided with recycling information upon initiation of service.
• General announcements of the biannual Leaf Collection Program City of Ukiah Website
• Online interactive waste widget
• Announcement of the biannual Leaf Collection Program was included on the City's website.

Specific Outreach
• Ukiah Waste Solutions educated commercial customers about the mandatory commercial recycling requirements required by CalRecycle • Ukiah waste Solutions made contact with commercial accounts to inform them of AB1826, AB341, and SB1383 requirements.

Community Events/Presentations/Tours
• Ukiah Waste Solutions staffed information booths at Touch A Truck, City of Ukiah's Earth Day event, Mendocino College's Earth Day event at the Ukiah Campus, the Pumpkin Festival, Dia del Niño and the Redwood Empire Fair. • Site visits were offered to the multiple commercial customers to encourage participation in Mixed Organic Waste services
• Presentations were given at Climate Action Mendocino, Frank Zeek Elementary school, and Redwood Community Services focusing on recycling. • UWS has collaborated with Climate Action Mendocino to assist in their goal to better Ukiah’s environmental footprint
• Tours of the company's Material Recovery Facility were given to schools, civic groups, and city employees.
• Mixed Organic Waste carts were provided at various City events.

Route Activities
• Collection Routes were audited to assure customer compliance with recycling requirements in an effort to reduce contamination of materials. Information was left on customer's carts, literature mailed, and follow-up phone calls were made as necessary.
• Route audits were made to assure that company carts were properly marked and labeled.

Social Media
• Ukiah Waste Solutions utilized their Facebook Page to interact with customers in a convenient and timely manner.
• Created and shared educational videos on our social media page • Created and shared educational graphics on our social media page • Provided collection updates, upcoming event announcements, and other necessary items as needed
Ukiah Waste Solutions Planned Outreach Activities for 2026 New for 2026
• The waste widget will continue to be promoted as a valuable tool providing the community a digital outlet to strengthen efforts towards waste reduction and proper recycling. It will again be audited and updated to provide more comprehensive information. As we audit our data, and add more items to our waste widget, it will further it’s usability.
• Ukiah Waste Solutions will continue to produce videos to be used for outreach and education.
• Educational decals will continue to be updated and placed on our fleet of collection trucks.

Newsletters and Directed Literature
• Newsletters inserted in customer billings for April and October • Continue providing materials to the City's Utility Department for display and or handouts when residents visit City Hall. These materials include items such as targeted recycling information, company newsletters and recycling magnets for home use.
• All new customers will be provided with recycling information upon initiation of service.
• General announcements will be placed in local print publications, as well as online versions, highlighting both recycling and mixed organic waste education as well as additional programs offered.

City of Ukiah Website
• Announcements of programs such as the biannual Leaf Collection Program will be advertised through the city website as well as encouraging city residents to visit our online waste widget.

Direct Mail
• Additional direct mailers regarding single stream recycling and mixed organic waste collection may be sent as needed.
• Once we implement SB1383 language we will provide direct mailers, with the city’s approval and review, to provide information on SB1383 compliance. This would include a letter explaining the law, and applicable waiver form if applicable.

• All new customers will receive a new start pamphlet that includes single stream recycling and mixed organic waste recovery information, as well as necessary service information.
• If Outreach Coordinator’s cannot reach a generator that has cart or bin contamination they will be mailing them a letter and educational material.

Specific Outreach
• Ukiah Waste Solutions will continue to educate commercial customers about the mandatory commercial recycling and organics requirements under State regulation. Site visits will be made to any commercial customer covered under this regulation found not to be participating in or complying with the recycling requirements.
• All commercial customers will be contacted and offered in-person technical training for their staff and/or residents
• All schools in Ukiah will be contacted to offer a classroom/assembly presentation, field trip, and in-person technical training.

Community Events/Presentations/Tours
• Ukiah Waste solutions will continue to staff informational booths at events such as Touch A Truck, Earth Day events, the Pumpkin Festival, Dia del Niño and the Redwood Empire Fair. We are also open to attending more events as they are created.
• Presentations will be given to local schools and campus clubs. Any organization who would like to educate their members on proper recycling and waste reduction are welcome to request a presentation.
• Tours of the company's Material Recovery Facility will be encouraged. • Ukiah Waste Solutions staff will work in conjunction with city staff to ensure that both recycling and mixed organic waste carts will continue to be provided and properly utilized at various City events.

Route Activities
• Collection Routes will be audited to assure customer compliance with recycling requirements in an effort to reduce contamination of materials. Information is left on customer's carts, literature mailed, and follow-up phone calls and/or emails made as necessary.
• Route audits will be made to assure that company carts are properly marked and labeled.
• Once SB1383 language is incorporated into our franchise agreements we will be begin the SB1383 mandated “Lid Flips” that will survey 10 percent of all routes for contamination data.

Social Media/Internet outlets
• The waste widget will continue to be updated as recycling requirements change.

This internet-based platform will allow members of the community to access up to date recycling and waste reduction information.

• Ukiah Waste Solutions will continue to utilize their Facebook Page to interact with customers in a convenient and timely manner; supplying content to educate the community about recycling challenges and waste reduction • Ukiah Waste Solutions will continue to produce videos to be used for outreach and education.

AGENDA ITEM 6a

CITY OF UKIAH

CITY COUNCIL MINUTES
Regular Meeting

CIVIC CENTER COUNCIL CHAMBERS
300 Seminary Avenue, Ukiah, CA 95482
Virtual Meeting Link: https://us06web.zoom.us/j/88667788948 October 7, 2026
5:15 p.m.

1. ROLL CALL
Ukiah City Council met at a Regular Meeting on October 7, 2026, having been legally noticed on October 2, 2026. The meeting was held in person and virtually at the following link:
https://us06web.zoom.us/j/88667788948. Mayor Sher called the meeting to order at 5:22 p.m. Roll was taken with the following Councilmembers Present: Douglas F. Crane, Mari Rodin, Heather Criss, Juan V. Orozco, and Susan Sher. Staff Present: Sage Sangiacomo, City Manager; Darcy Vaughn, City Attorney; and Araceli Sandoval, Deputy City Clerk.

MAYOR SHER PRESIDING.

2. PLEDGE OF ALLEGIANCE
The Pledge of Allegiance was led by Councilmember Criss.

3. AB 2449 NOTIFICATIONS AND CONSIDERATIONS
There were no AB 2449 notifications or considerations.

4. PROCLAMATIONS/INTRODUCTIONS/PRESENTATIONS
a. Acknowledgments.

Presenter: Mayor Sher.

Mayor Sher recognized:
• October 12, 2026, as Indigenous Peoples’ Day

No public comment was received.
b. Status Report from Owner of the Palace Hotel.

Presenters: Tom Carter, Palace Hotel Owner and Matt Keizer, Chief Building Official.

Public Comment: Karen Rifkin and Lauren Sinnott.

Presentation was received.

Motion/Second: Crane/Orozco to schedule a continuation of this item for the November 4, 2026, City Council Regular Meeting and to include the available options for Council consideration. Motion carried by the following roll call votes: AYES: Crane, Rodin, Criss, Orozco, and Sher. NOES: None.

ABSENT: None. ABSTAIN: None.
c. 2027-35 Ukiah Housing Element Update Kickoff Presentation.

Presenter: Craig Schlatter, Community Development Director.

City Council Minutes for October 7, 2026, Continued:

Public Comment: Quinn Ellis.

Presentation was received and direction provided to Staff.

5. PETITIONS AND COMMUNICATIONS
Deputy City Clerk, Araceli Sandoval, stated that no communications had been received.

6. APPROVAL OF MINUTES
a. Approval of the Minutes for the September 16, 2026, Regular Meeting.

Motion/Second: Crane/Criss to approve the minutes of September 16, 2026, a regular meeting, as submitted. Motion carried by the following roll call votes: AYES: Crane, Rodin, Criss, Orozco, and Sher. NOES: None. ABSENT: None. ABSTAIN: None.

7. RIGHT TO APPEAL DECISION
Mayor Sher read the right to appeal.

8. CONSENT CALENDAR
a. Report of Disbursements for the Month of August 2026 – Finance. b. Approval of Plans and Specifications for the North State and Highway 101 Utility Infrastructure Boring Project, Specification 26-02, to Install Underground Infrastructure for Electric, Middle Mile Broadband Initiative (MMBI), and the Ukiah Gigabit Fiber Project (Last Mile Fiber); and Direct Staff to Advertise for Bids – Electric Utility.

Motion/Second: Rodin/Criss to approve Consent Calendar Items 8a-8b, as submitted. Motion carried by the following roll call votes: AYES: Crane, Rodin, Criss, Orozco, and Sher. NOES: None.

ABSENT: None. ABSTAIN: None.

9. AUDIENCE COMMENTS ON NON-AGENDA ITEMS
No public comments were received.

10. COUNCIL REPORTS
Presenter: Vice Mayor Orozco, Councilmember Rodin, Mayor Sher, and Councilmember Crane.

11. CITY MANAGER/CITY CLERK REPORTS
Presenters: Sage Sangiacomo, City Manager; and
• Winter Preparedness Status Update – Traci Boyl, Senior Management Analyst/Emergency Manager.

Public Comment: Quinn Ellis.

RECESS 7:33 P.M. – 7:40 P.M.

12. PUBLIC HEARINGS (5:30 PM)
a. Public Hearing to Consider Adoption of a Resolution to Adjust the Electric Vehicle Charging Station Rate and Establish a DC Fast Charging Rate.

Presenters: Cindy Sauers, Electric Utility Director and Diana Ramos, Electric Rate and Resource Analyst.

PUBLIC HEARING OPENED AT 7:57 P.M.

Public Comment: Quinn Ellis

City Council Minutes for October 7, 2026, Continued:

PUBLIC HEARING CLOSED AT 8:04 P.M.

Motion/Second: Rodin/Crane to adopt a resolution (2026-67) revising the Electric Vehicle Charging Station Rate and establishing a DC Fast Charging Rate. Motion carried by the following roll call votes: AYES: Crane, Rodin, Criss, Orozco, and Sher. NOES: None. ABSENT: None. ABSTAIN:

None.

13. UNFINISHED BUSINESS
a. Status Report on the Emergency Contract with Diamond D Construction, LLC for Landslide Mitigation Work at the Pressure Zone 1 Water Storage Tank and Request for Authorization to Continue Work Under This Emergency Contract.

Presenter: Jared Walker, Water Resources Director.

No public comment was received.

Motion/Second: Crane/Criss to continue the contract (2627-102) with Diamond D Construction, LLC for landslide mitigation work at the Pressure Zone 1 water storage tank and to determine that emergency conditions continue to require immediate action without competitive bidding, necessitating continuation of the emergency action. Motion carried by the following roll call votes:

AYES: Crane, Rodin, Criss, Orozco, and Sher. NOES: None. ABSENT: None. ABSTAIN: None. b. Receive Annual Report Regarding the City of Ukiah's Electric Utility Wildfire Mitigation Plan in Response to Sentate Bill 901.

Presenter: Cindy Sauers, Electric Utility Director.

No public comment was received.

Motion/Second: Criss/Crane to receive annual report regarding the City of Ukiah's Electric Utility Wildfire Mitigation Plan in response to Senate Bill 901. Motion carried by the following roll call votes:

AYES: Crane, Rodin, Criss, Orozco, and Sher. NOES: None. ABSENT: None. ABSTAIN: None.

14. NEW BUSINESS
a. Adoption of a Resolution Proclaiming a Local Emergency for the 2026-2027 El Niño Event.

Presenter: Traci Boyl, Senior Management Analyst/Emergency Manager.

No public comment was received.

Motion/Second: Crane/Rodin to adopt a Resolution (2026-68) proclaiming the existence of a local emergency in the City of Ukiah for the developing 2026–2027 El Niño event. Motion carried by the following roll call votes: AYES: Crane, Rodin, Criss, Orozco, and Sher. NOES: None. ABSENT:

None. ABSTAIN: None.
b. Adoption of Resolution Approving Award of Emergency Contract with Wipf Construction, in the Amount of $253,305 for Trenching, Conduit Installation, Repaving, and Equipment Box Placement in Oak Manor Subdivision; and Approval of Corresponding Budget Amendment.

Presenter: Cindy Sauers, Electric Utility Director.

No public comment was received.

Motion/Second: Crane/Criss to adopt Resolution (2026-69) approving award of emergency contract (2627-110) with Wipf Construction, in the amount of $253,305 for trenching, conduit installation,

City Council Minutes for October 7, 2026, Continued:

repaving, and equipment box placement in Oak Manor Subdivision; and approval of corresponding budget amendment. Motion carried by the following roll call votes: AYES: Crane, Rodin, Criss, Orozco, and Sher. NOES: None. ABSENT: None. ABSTAIN: None. c. Authorization for the Mayor to Work with Staff to Finalize, Sign, and Submit a Joint Rural Northern California Cities Letter to the State Legislature Related to the 7th Cycle Regional Housing Needs Allocation (RHNA) Determination and Methodology; and/or Provide Additional Direction to Staff as Necessary.

Presenter: Craig Schlatter, Community Development Director.

Public Comment: Quinn Ellis.

Motion/Second: Criss/Rodin to authorize the Mayor to work with Staff to finalize, sign, and submit a joint rural northern California cities letter to the State Legislature related to the 7th Cycle Regional Housing Needs Allocation (RHNA) Determination and Methodology. Motion carried by the following roll call votes: AYES: Crane, Rodin, Criss, Orozco, and Sher. NOES: None. ABSENT: None.

ABSTAIN: None.
d. Receive Updates on City Council Committee and Ad Hoc Assignments and, if Necessary, Consider Modifications to Assignments and/or the Creation/Elimination of Ad hoc(s).

No reports were received.

THE CITY COUNCIL ADJOURNED TO CLOSED SESSION AT 8:58 P.M.

15. CLOSED SESSION
a. Conference with Legal Counsel – Anticipated Litigation (Government Code Section 54956.9(d)(4))
Initiation of litigation (1 case)
b. Conference with Legal Counsel – Anticipated Litigation (Government Code Section 54956.9(d)(2))
Significant exposure to litigation (1 case)
c. Conference with Legal Counsel – Existing Litigation
(Government Code Section 54956.9(d)(1))
Name of case: Vichy Springs Resort v. City of Ukiah, Et Al; Case No. SCUK-CVPT-2018- 70200
d. Conference with Legal Counsel – Existing Litigation
(Government Code Section 54956.9(d)(1))
Name of case: Vichy Springs Resort, Inc v. City of Ukiah, et al.; Case No. 24-cv-07106-JSC e. Conference with Legal Counsel - Existing Litigation
(Government Code § 54956.9(1)(d))
City of Camden et al. v. 3 M Corporation (USDC South Carolina, Charleston Division) 2.23- cv-03147, 03230
f. Conference with Legal Counsel – Existing Litigation
(Government Code Section 54956.9(d)(1))
Name of case: Kylle St. Pierre v. City of Ukiah, et al.; Case No. CV 26-07749

City Council Minutes for October 7, 2026, Continued:

g. Conference with Real Property Negotiators
(Cal. Gov't Code Section 54956.8)
Property: APN Nos: 170-030-05; 170-030-03; 170-010-05; 170-020-07; 170-020-11; 170-040- 03; 170-020-08
Negotiator: Sage Sangiacomo, City Manager
Negotiating Parties: Project Ovis LLC
Under Negotiation: Price & Terms of Payment
No action reported; direction provided to Staff.

16. ADJOURNMENT
There being no further business, the meeting adjourned at 9:25 p.m. ________________________________
Araceli Sandoval
Deputy City Clerk

Agenda Item No: 8.a.

MEETING DATE/TIME: 10/21/2026

ITEM NO: 2026-1573

AGENDA SUMMARY REPORT
SUBJECT: Approval of Plans and Specifications for the Central Ukiah Circulation Improvement Project, Specification 26-04, and Authorization for Staff to Issue Bids.

DEPARTMENT: Public Works PREPARED BY: Seth Strader, Public Works Management Analyst II PRESENTER: Tim Eriksen, City Engineer/Public Works Director ATTACHMENTS:

1. Ukiah Circulation_Drawings_NOT FOR BID

2. Ukiah Circulation_Special Provisions NOT FOR BID
Summary: Staff will consider approving the plans and specifications for the Central Ukiah Circulation Improvement Project, Specification 26-04, and authorize Staff to issue bids.

Background: The Central Ukiah Circulation Improvement Project will be funded through a combination of local utility revenues and State grant assistance from the California Transportation Commission’s Local Partnership Program (LPP) Competitive Grant. The project is estimated to cost $5,838,000 to fully construct.

The budget for the project is currently set at $5,609,647. The City of Ukiah has committed 58.2% (approximately $3.4 million) using a combination of gas tax revenues, water and sewer resources, and additional dedicated grant revenues for street repair and transportation improvements. The ability to leverage local funds for a strong funding match demonstrates to the State the City's commitment to developing this high-priority infrastructure project and helped in the grant's award. The State is committing 41.8% (approximately $2.4 million) to the project.

Discussion: The construction of the Central Ukiah Circulation Improvement Project (CUCIP) consists of comprehensive roadway, pedestrian, bicycle, and utility improvements along Leslie Street (Gobbi Street to Perkins Street) and Clay Street (Main Street to Leslie Street). The project includes rehabilitation of approximately 0.58 miles of roadway, installation of new bike lanes, reconstruction and infill of ADA-compliant sidewalks, construction of accessible curb ramps, and enhancement of pedestrian crossings, including a raised crosswalk with Rectangular Rapid Flashing Beacons near the K–8 school. Additional improvements include traffic-calming features such as bulb-outs, installation of street lighting, landscaped medians, and new access connections to the Great Redwood Trail to improve overall circulation and multimodal connectivity.

The project also incorporates significant underground infrastructure upgrades, including replacement of aging water and sewer lines and installation of new storm drain systems to improve drainage and extend pavement life. Environmental and aesthetic enhancements such as bio-retention planters and street trees are included to support stormwater treatment and urban cooling. Collectively, the construction will transform the corridor into a safer, more accessible, and resilient transportation network that supports pedestrians, cyclists, and vehicles while improving connectivity to key community destinations. See Attachment 1 for the project plans and Attachment 2 for the bid specification.

The current project budget reflects only funding in Fund 500. After bids are received, Staff will return to Council with a proposed budget amendment to provide funding from the Water and Sewer Funds for their respective portions of the work, based on the bid amounts.

Staff requests that Council approve the plans and specifications for the Central Ukiah Circulation Improvement Project, Spec 26-04, and authorize Staff to issue bids.

Recommended Action: Approve plans and specifications for the Central Ukiah Circulation Improvement Project, Specification 26-04, and authorize Staff to issue bids.

BUDGET AMENDMENT REQUIRED: N/A
CURRENT BUDGET AMOUNT: $5,609,647
PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: Caltrans LPP Competitive Grant Program, Surface Transportation Block Grant, Water Fund, Sewer Fund
REVENUE: No GRANT: No
PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: Andrew Stricklin, Senior Engineer and Tim Eriksen, Director of Public Works/City Engineer
STRATEGIC PLAN (SP): SP 2B - Identify and/or develop funding for essential and vital infrastructure for the long-term.

GENERAL PLAN ELEMENTS (GP): GP-A3 - Mobility Element; GP-A4 - Public Facilities, Services, and Infrastructure Element.

VICINITY MAP

CITY OF
UKIAH

LOCATION MAP

CALIFORNIA
COPYRIGHT © BKF ENGINEERS 2026 35 CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT CLAY STREET AND LESLIE STREET CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER 09/17/2026 PRELIMINARY NOT FOR CONSTRUCTION DATE: BKF ENGINEERS 111 SANTA ROSA AVE SUITE 100 SANTA ROSA, CA 95404 (707) 583-8500 www.bkf.com Plot Sep 17, 2026 at 10:16pm 26000176_IMPR.dwg FOR REVIEW ONLY. NOT FOR BID.
1 C1.0 COVER SHEET

PUBLIC IMPROVEMENT DRAWINGS FOR

EAST CLAY STREET AND LESLIE STREET

CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA

CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT
SEPTEMBER 2026
PROJECT SCOPE:

WORK TO BE PERFORMED IS LOCATED ALONG EAST CLAY STREET (BETWEEN SOUTH

MAIN STREET AND LESLIE STREET) AND ALONG LESLIE STREET (BETWEEN EAST

PERKINS STREET AND EAST GOBBI STREET) WITHIN THE CITY OF UKIAH, CALIFORNIA. WORK GENERALLY CONSISTS OF ROADWAY IMPROVEMENTS TO

SUPPORT VEHICULAR, CYCLIST, AND PEDESTRIAN CIRCULATION THROUGH THE

CITY, INCLUDING BUT NOT LIMITED TO, PAVEMENT REHABILITATION, CURB AND

GUTTER, SIDEWALK, ADA COMPLIANT CURB RAMPS, DRIVEWAY APRONS, CENTER

MEDIANS, STRIPING TO ACCOMMODATE CYCLISTS, STORMWATER UTILITIES AND

TREATMENT FACILITIES, WATER AND SEWER UTILITY REPLACEMENT, LIGHTING

IMPROVEMENTS, LANDSCAPE PLANTING, AND THE DEMOLITION OF EXISTING FACILITIES TO SUPPORT THESE PROPOSED IMPROVEMENTS.

INDEX OF DRAWINGS
C1.0 COVER SHEET 1
C1.1 NOTES, LEGEND, AND ABBREVIATIONS 2
C1.2 TYPICAL ROADWAY SECTIONS 3
C1.3 KEY MAP 4
C1.4 CLAY STREET HORIZONTAL CONTROL AND LAYOUT PLAN 5
C1.5 LESLIE STREET HORIZONTAL CONTROL AND LAYOUT PLAN 6 C1.6 LESLIE STREET HORIZONTAL CONTROL AND LAYOUT PLAN 7 C2.0 CLAY STREET DEMOLITION AND EROSION CONTROL PLAN 8
C2.1 LESLIE STREET DEMOLITION AND EROSION CONTROL PLAN 9 C2.2 LESLIE STREET DEMOLITION AND EROSION CONTROL PLAN 10 C3.0 CLAY STREET GRADING AND PAVING PLAN 11
C3.1 CLAY STREET GRADING AND PAVING PLAN 12
C3.2 LESLIE STREET GRADING AND PAVING PLAN 13
C3.3 LESLIE STREET GRADING AND PAVING PLAN 14
C3.4 GRADING DETAILS 15
C3.5 GRADING DETAILS 16
C4.0 CLAY STREET UTILITY PLAN 17
C4.1 CLAY STREET UTILITY PLAN 18
C4.2 LESLIE STREET UTILITY PLAN 19
C4.3 LESLIE STREET UTILITY PLAN 20
C4.4 LESLIE STREET UTILITY PLAN 21
C4.5 LESLIE STREET UTILITY PLAN 22
C5.0 CONSTRUCTION DETAILS 23
C5.1 CONSTRUCTION DETAILS AND CROSS SECTIONS 24
C5.2 CITY OF UKIAH STANDARD DETAILS 25
C5.3 CITY OF UKIAH AND COUNTY OF
MENDOCINO STANDARD DETAILS 26
SS-01 SIGNING AND STRIPING PLAN 27
SS-02 SIGNING AND STRIPING PLAN 28
SS-03 RECTANGULAR RAPID FLASHING BEACON PLAN 29
LT-01 ROADWAY PHOTOMETRIC EXHIBIT 30
L1.0 IRRIGATION PLAN 31
L1.1 IRRIGATION DETAILS 32
L1.2 IRRIGATION DETAILS 33
L2.0 PLANTING PLAN 34
L2.1 PLANTING DETAILS 35
CITY CONTRACT NUMBER: XXX-XX

NOT FOR BID
ATTACHMENT 1

GENERAL NOTES

ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO THE CURRENT

CITY OF UKIAH DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS, THE

CALTRANS STANDARD PLANS AND SPECIFICATIONS (CURRENT EDITION), AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CURRENT EDITION).

THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED

CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND

COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS

REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR FURTHER AGREES TO HOLD HARMLESS,

INDEMNIFY AND DEFEND THE DESIGN PROFESSIONAL, THE OWNER AND THEIR

CONSULTANTS, AND THE CITY OF UKIAH, AND EACH OF THEIR OFFICERS, EMPLOYEES, AND

AGENTS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE

PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL.

AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE CITY OF UKIAH DEPARTMENT OF PUBLIC WORKS PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. A

TRAFFIC CONTROL PLAN MUST BE SUBMITTED TO THE CITY OF UKIAH FOR APPROVAL PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY.

THE CONTRACTOR SHALL OBTAIN A DE-WATERING PERMIT FROM THE NORTH COAST

REGIONAL WATER QUALITY CONTROL BOARD FOR DE-WATERING OPERATIONS THAT ARE

USED TO MANAGE THE REMOVAL OF GROUND WATER FROM EXCAVATIONS AND THEIR DISCHARGE TO THE WATERS OF THE STATE OR THE STORM DRAIN SYSTEM. APPROVAL MUST

BE OBTAINED FROM THE CITY OF UKIAH PUBLIC WORKS DEPARTMENT PRIOR TO DISCHARGING GROUNDWATER TO THE SEWER.

CONTRACTOR SHALL SECURE A TRENCH PERMIT FROM THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO EXCAVATION OF ANY TRENCH OVER 5-FEET IN DEPTH.

TEMPORARY STOCKPILES SHALL NOT BE LOCATED WITHIN 25-FEET CREEK SETBACK AREAS, PROTECTED VEGETATION/TREE AREAS OR WITHIN 10-FEET OF AN ADJACENT RESIDENTIAL PROPERTY LINE. STOCKPILES TALLER THAN 2.5-FEET SHALL NOT BE WITHIN 50-FEET OF AN ADJACENT RESIDENTIAL PROPERTY LINE.

TEMPORARY STOCKPILES MUST BE REMOVED BY COMPLETION OF GRADING ACTIVITIES

UNLESS A SEPARATE TEMPORARY USE PERMIT AND GRADING PERMIT IS OBTAINED FROM THE CITY OF UKIAH FOR THE STOCKPILE.

IF CONTAMINATED MATERIAL IS ENCOUNTERED DURING CONSTRUCTION, WORK MUST

STOP UNTIL A WORK PLAN HAS BEEN APPROVED IN WRITING BY THE CITY OF UKIAH FIRE DEPARTMENT AND THE NORTH COAST REGIONAL WATER QUALITY CONTROL BOARD.

HAZARDOUS MATERIAL SHALL BE REMOVED AND DISPOSED OF ACCORDING TO THE REQUIREMENTS OF THE CITY OF UKIAH FIRE DEPARTMENT. THE APPLICANT IS REQUIRED TO

DEMONSTRATE COMPLIANCE WITH STATE AND LOCAL CODES FOR REMOVAL OF ASBESTOS CONTAINING MATERIALS DURING DEMOLITION OF THE STRUCTURES ON THE PROJECT SITE.

IN THE EVENT THAT ANY REMAINS OF PREHISTORIC OR HISTORIC HUMAN ACTIVITIES ARE

ENCOUNTERED DURING PROJECT-RELATED ACTIVITIES, WORK IN THE IMMEDIATE VICINITY

OF THE FINDS SHALL HALT AND THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT SUPERINTENDENT AND THE CITY OF UKIAH INSPECTOR. WORK SHALL NOT RESUME

UNTIL A QUALIFIED ARCHAEOLOGIST OR HISTORIC ARCHAEOLOGIST, AS APPROPRIATE,

APPROVED BY THE CITY OF UKIAH, HAS EVALUATED THE SITUATION AND MADE

RECOMMENDATIONS FOR TREATMENT OF THE RESOURCE, AND WHOSE RECOMMENDATIONS ARE CARRIED OUT. IF HUMAN BURIAL REMAINS ARE ENCOUNTERED, THE CONTRACTOR MUST ALSO CONTACT THE MENDOCINO COUNTY CORONER.

CONSTRUCTION HOURS SHALL BE LIMITED TO 7:00 AM TO 7:00 PM MONDAY THROUGH FRIDAY, AND 8:00 AM TO 6:00 PM ON SATURDAYS, EXCLUDING HOLIDAYS. THIS RESTRICTION INCLUDES THE START UP OF ANY MOTORIZED EQUIPMENT. ALL CONTRACTORS' EQUIPMENT

SHALL BE PROPERLY MUFFLED IN ACCORDANCE WITH LOCAL REGULATIONS AND THE ENVIRONMENTAL IMPACT REPORT, AND SHALL BE SHUT DOWN WHEN NOT IN USE.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING DAMAGE OR DETERIORATION

OCCURRING TO EXISTING PUBLIC IMPROVEMENTS AS A DIRECT RESULT OF CONSTRUCTION ACTIVITY (GRADING, ROAD CONSTRUCTION, UTILITY INSTALLATION, ETC.). REPAIR MAY

REQUIRE PATCHING, SEALING OR OVERLAYING AFFECTED AREAS AS APPROPRIATE TO

RETURN THE ROADS TO AT LEAST AS GOOD A CONDITION AS THEY WERE PRIOR TO CONSTRUCTION. IF THE CONTRACTOR DOES NOT ACT IN A TIMELY MANNER, THE CITY OF

UKIAH MAY, AT ITS DISCRETION, PERFORM THE CORRECTION AND CHARGE THE CONTRACTOR FOR ALL COSTS AND OVERHEAD INCURRED.

THE CONTRACTOR SHALL PROVIDE RECORD DRAWINGS TO THE CITY OF UKIAH UPON COMPLETION OF PROJECT AND PRIOR TO FINAL ACCEPTANCE.

GRADING NOTES

THE CONTRACTOR SHALL PERFORM GRADING UNDER THE OBSERVATION OF THE

GEOTECHNICAL ENGINEER AND IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE

PROJECT GEOTECHNICAL REPORT TITLED 'DESIGN-LEVEL GEOTECHNICAL INVESTIGATION', PREPARED BY HALEY & ALDRICH INC., DATED MARCH 2024.

THE CONTRACTOR SHALL PERFORM GRADING TO WITHIN 0.10-FEET OF THE LINES AND ELEVATIONS SHOWN ON THE CONSTRUCTION DRAWINGS.

THE CONTRACTOR SHALL REMOVE MATERIAL WHICH WILL NOT BE USED ON SITE AS IT IS

EXCAVATED AND DISPOSE OF IN ACCORDANCE WITH THE GOVERNING AGENCY'S REQUIREMENTS.

THE CONTRACTOR SHALL EXERCISE CAUTION WHEN EXCAVATING WITHIN THE DRIPLINE OF ANY TREE SHOWN ON THE PLANS TO REMAIN. ROOTS LARGER THAN 2 INCHES SHALL NOT BE CUT WITHOUT PERMISSION FROM THE ENGINEER.

UTILITY NOTES

ALL UNDERGROUND IMPROVEMENTS INCLUDING SEWER LINES, WATER LINES, STORM

DRAINS, PUBLIC UTILITY FACILITIES, AND SERVICES SHALL BE INSTALLED, TESTED, AND ACCEPTED BY THE CITY OF UKIAH PUBLIC WORKS DEPARTMENTS PRIOR TO PAVING. TRENCH PAVING FOR ALL UTILITIES SHALL BE COORDINATED AND INSTALLED AT THE SAME TIME.

THE LOCATIONS OF UNDERGROUND OBSTRUCTIONS SHOWN ON THESE DRAWINGS ARE APPROXIMATE ONLY AND SHOULD NOT BE TAKEN AS FINAL OR ALL INCLUSIVE. THE

CONTRACTOR IS CAUTIONED THAT THESE DRAWINGS MAY NOT INCLUDE ALL EXISTING

UTILITIES INCLUDING WATER, SEWERS AND STORM DRAINS, AND THAT THE OWNER, THE

CITY OF UKIAH AND THE DESIGN PROFESSIONAL ASSUME NO RESPONSIBILITY FOR OBSTRUCTIONS WHICH MAY BE ENCOUNTERED. IF UNMARKED UTILITIES ARE ENCOUNTERED, IMMEDIATELY NOTIFY THE OWNER AND ENGINEER.

THE CONTRACTOR SHALL EXPOSE ALL EXISTING UTILITIES INCLUDING WATER, SEWER, AND

STORM DRAIN PRIOR TO ANY TRENCHING TO ALLOW THE DESIGN PROFESSIONAL TO VERIFY

THE GRADE AND ALIGNMENT OF THE UTILITIES, AND TO VERIFY DESIGN ASSUMPTIONS AND EXACT FIELD LOCATIONS. EXISTING UTILITIES MAY REQUIRE RELOCATION AND/OR

PROPOSED IMPROVEMENTS MAY REQUIRE GRADE OR ALIGNMENT REVISION DUE TO FIELD CONDITIONS.

UTILITY CONFLICTS MAY OCCUR IN THOSE INSTANCES WHERE TWO GRAVITY UTILITIES

CROSS AND LACK THE REQUIRED SEPARATION, OR IN THOSE INSTANCES WHERE AN EXISTING UTILITY HAS NOT BEEN IDENTIFIED IN THE CONSTRUCTION DOCUMENTS.

CROSSING UTILITIES WHICH HAVE BEEN IDENTIFIED IN THE CONSTRUCTION DOCUMENTS MAY NOT BE CONSTRUED AS UTILITY CONFLICTS. THE CONTRACTOR SHALL INSTALL

GRAVITY UTILITIES TO THE LINES AND ELEVATIONS IDENTIFIED IN THE CONSTRUCTION

DOCUMENTS AND INSTALL OTHER UTILITIES ABOVE OR BELOW GRAVITY UTILITIES WHILE COMPLYING WITH THE MINIMUM COVER REQUIREMENTS FOR EACH UTILITY INSTALLED.

COMPLYING WITH THE MINIMUM COVER REQUIREMENTS FOR EACH UTILITY INSTALLED.

GRAVITY UTILITIES SHALL BE INSTALLED STARTING AT THE DOWNSTREAM END AND CONSTRUCTED UP-GRADIENT.

THE USE OF CONTROLLED DENSITY BACKFILL (CDF) WITHIN ANY PUBLIC SEWER OR WATER

TRENCH IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF UKIAH DIRECTOR OF UTILITIES.

UTILITY TRENCH BACKFILL MATERIAL, PLACEMENT, AND COMPACTION SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. UTILITY TRENCH

BACKFILL MATERIAL SHALL BE OBSERVED AND TESTED BY THE GEOTECHNICAL ENGINEER PRIOR TO USE.

PROVIDE TRENCHING FOR SANITARY SEWER PIPE IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NUMBER 220.

PROVIDE TRENCHING FOR WATER PIPE IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NUMBER 320.

PROVIDE TRENCHING FOR STORM DRAIN PIPE IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NUMBER 420.

THERE SHALL BE NO UNMETERED CONNECTIONS TO THE CITY OF UKIAH WATER SYSTEM

INCLUDING CONNECTIONS BYPASSING THE METER FOR TESTING ONSITE PLUMBING OR FOR OBTAINING CONSTRUCTION WATER. SUCH CONNECTIONS MAY BE SEVERED BY THE

UTILITIES DEPARTMENT AND MAY RESULT IN PENALTIES, INCLUDING PAYMENT OF FINES AND ESTIMATED WATER USAGE FEES.

SANITARY SEWER MANHOLES SHALL BE COATED INSIDE WITH ONE (1) COAT OF THORO-SEAL, XPEX, OR APPROVED EQUAL.

UTILITY LENGTHS SHOWN REFLECT ROUNDED LENGTHS MEASURED HORIZONTALLY BETWEEN THE CENTERS OF STRUCTURES. THE CONTRACTOR SHALL VERIFY SLOPED UTILITY LENGTHS IN THE FIELD PRIOR TO ORDERING MATERIAL.

UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL PROVIDE DUCTILE IRON PIPE (DIP) OR

POLYVINYL CHLORIDE (PVC) PIPE WHERE ANNOTATED AS SANITARY SEWER (SS) ON THE DRAWINGS.

UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL PROVIDE DUCTILE IRON PIPE (DIP) OR POLYVINYL CHLORIDE (PVC) PIPE WHERE ANNOTATED AS WATER (W) ON THE DRAWINGS.

UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL PROVIDE DUCTILE IRON PIPE (DIP) OR

POLYVINYL CHLORIDE (PVC) PIPE WHERE ANNOTATED AS FIRE WATER (FW) ON THE DRAWINGS.

UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL PROVIDE REINFORCED CONCRETE

PIPE (RCP) OR HIGH DENSITY POLYETHYLENE (HDPE) PIPE WHERE ANNOTATED AS STORM DRAIN (SD) ON THE DRAWINGS.

STRIPING AND SIGNING NOTES

UNLESS OTHERWISE SHOWN ON PLAN, THE CONTRACTOR SHALL RESTORE EXISTING STRIPING, SIGNAGE, CURB PAINT, ETC. THAT IS DAMAGED OR REMOVED (AND DOES NOT

CONFLICT WITH THE PROPOSED STRIPING & SIGNAGE IMPROVEMENTS) AS A DIRECT RESULT

OF CONSTRUCTION ACTIVITY TO AT LEAST AS GOOD OF A CONDITION AS THEY WERE PRIOR TO CONSTRUCTION.

STRIPING AND SIGNING SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH

THE LATEST EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). MATERIALS SHALL BE FURNISHED BY THE CONTRACTOR.

PROPOSED STRIPING AND MARKINGS SHALL BE INSTALLED THE SAME DAY AS THE REMOVAL OF THE EXISTING STRIPING AND MARKINGS. IF NOT, CONTRACTOR SHALL PROVIDE

TEMPORARY PAVEMENT MARKERS UNTIL PROPOSED STRIPING AND MARKINGS ARE INSTALLED.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT AND CAT TRACKING OF ALL PROPOSED STRIPING AND MARKINGS. CAT TRACKING SHALL BE DONE A MINIMUM OF 48-HOURS PRIOR TO PROPOSED STRIPING AND MARKING TO ALLOW THE CITY TIME FOR REVIEW AND APPROVAL.

EXISTING STRIPING AND MARKINGS TO BE REMOVED SHALL BE REMOVED BY GRINDING BY THE CONTRACTOR.

PAVEMENT LEGENDS, CROSSWALKS AND STOP BARS SHALL BE INSTALLED BY USING THERMOPLASTIC IN ACCORDANCE WITH LATEST EDITION OF THE CALIFORNIA MUTCD.

STRIPING AND SIGNAGE ARE TO BE WORKED ON CONCURRENTLY.

MAPPING NOTES

THE CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND/OR PERPETUATION OF ALL EXISTING SURVEY MONUMENTS (CURB TAGS, IRON PIPES, CENTERLINE WELL DISKS, ETC). IF

THE CONTRACTOR SUSPECTS THAT WORK WILL BE CONDUCTED IN AN AREA WHICH MAY

RESULT IN THE DISTURBANCE OF SURVEY MONUMENTS, THE CONTRACTOR SHALL RETAIN

THE SERVICES OF A LICENSED PROFESSIONAL AUTHORIZED TO PRACTICE LAND SURVEYING

TO LOCATE SAID MONUMENTS PRIOR TO DISTURBANCE, RE-ESTABLISH MONUMENTS

WHICH HAVE BEEN DISTURBED AS A RESULT OF CONSTRUCTION, AND FILE THE APPROPRIATE DOCUMENTATION WITH THE COUNTY ONCE THE MONUMENTS ARE RESET.

CONTRACTOR SHALL PROVIDE A MINIMUM OF TEN (10) WORKING DAYS NOTICE TO THE ENGINEER/SURVEYOR PRIOR TO DISTURBANCE OR REMOVAL OF EXISTING MONUMENTS.

CONTRACTOR SHALL PROVIDE THE CITY WITH A MONUMENT CERTIFICATION LETTER FROM

THE ENGINEER/SURVEYOR STATING THAT THE EXISTING MONUMENTS HAVE BEEN IDENTIFIED AND LOCATED PRIOR TO REMOVAL.

TOPOGRAPHIC INFORMATION SHOWN HEREON WAS OBTAINED FROM A FIELD SURVEY CONDUCTED BY BKF ENGINEERS IN MARCH 2024 AND SUPPLEMENTED WITH AVAILABLE INFORMATION.

BASIS OF BEARING: BEARINGS ARE BASED UPON THE NORTH AMERICAN DATUM OF 1983 (NAD 83) (2011), EPOCH 2017.50, AS PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER, CALIFORNIA STATE PLAN COORDINATE SYSTEM, ZONE 2. DISTANCES ARE GROUND BASED. MULTIPLY BY A COMBINED SCALE FACTOR OF 0.9998908456 TO OBTAIN GRID DISTANCES.

BENCHMARK: CENTERLINE MONUMENT IN WELL AT THE INTERSECTION OF GOBBI STREET AND LESLIE STREET, LOCATION SHOWN HEREON (SHEET C2.3), ELEVATION 601.51'.

ELEVATIONS ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) ESTABLISHED BY EPOCH 2017.50 ELLIPSOID HEIGHTS AS PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER AND NGS GEOID 18.

THE LOCATIONS OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE DRAWINGS ARE

APPROXIMATE AND ARE BASED ON OBSERVED TOPOGRAPHIC SURFACE FEATURES AND AVAILABLE INFORMATION. THE PROFESSIONAL PREPARING THIS MAP ASSUMES NO

RESPONSIBILITY FOR THE ACCURACY OF THESE FACILITIES OR FOR THE INADVERTENT OMISSION OF RELATED INFORMATION.

TREE DIAMETERS ARE MEASURED AT CHEST HEIGHT (48”). DRIPLINE DIAMETERS AND TREE SPECIES ARE APPROXIMATE ONLY AND SHOULD BE VERIFIED BY A CERTIFIED ARBORIST.

EROSION AND SEDIMENT CONTROL NOTES

THE CONTRACTOR SHALL KEEP THE WORK SITE, STAGING AREAS AND OTHER AREAS USED BY

THE CONTRACTOR IN A NEAT AND CLEAN CONDITION, AND FREE FROM ANY ACCUMULATION OF TRASH. THE CONTRACTOR SHALL DISPOSE OF ALL TRASH, RUBBISH AND

WASTE MATERIALS OF ANY KIND GENERATED BY THE CONTRACTOR, SUBCONTRACTOR OR ANY COMPANY HIRED BY THE CONTRACTOR ON A DAILY BASIS. THE CONTRACTOR SHALL

ALSO KEEP HAUL ROADS FREE FROM DIRT, RUBBISH, AND UNNECESSARY OBSTRUCTIONS RESULTING FROM SITE OPERATION. DISPOSAL OF ALL TRASH, RUBBISH AND DEBRIS

MATERIALS SHALL BE IN A COVERED WASTE RECEPTACLE OR HAULED OFF SITE, IN

ACCORDANCE WITH LOCAL CODES AND ORDINANCES GOVERNING LOCATIONS AND

METHODS OF DISPOSAL, AND IN CONFORMANCE WITH ALL APPLICABLE LAWS AND REGULATIONS. WASTE RECEPTACLES SHALL BE COVERED AT THE END OF EVERY DAY AND DURING RAIN EVENTS.

ENSURE THE CONTAINMENT OF SANITATION FACILITIES (E.G., PORTABLE TOILETS) TO

PREVENT DISCHARGES OF POLLUTANTS TO THE STORM WATER DRAINAGE SYSTEM, ROADS OR RECEIVING WATERS. SANITATION FACILITIES MUST BE MAINTAINED PERIODICALLY BY A

LICENSED SERVICE COMPANY TO KEEP THEM IN GOOD WORKING ORDER AND PREVENT OVERFLOWS. PORTABLE TOILETS ARE REQUIRED TO HAVE SECONDARY CONTAINMENT.

EQUIPMENT AND MATERIALS NECESSARY FOR CONTROL OF SPILLS SHALL BE AVAILABLE ON SITE AT ALL TIMES. SPILLS AND LEAKS SHALL BE STOPPED AND THE MATERIAL CLEANED UP IMMEDIATELY AND DISPOSED OF PROPERLY. USE PROPER BEST MANAGEMENT PRACTICES (BMPs) TO PREVENT OIL, GREASE, OR FUEL FROM LEAKING ON THE GROUND, INTO THE STORM DRAINS OR SURFACE WATERS.

CONTAIN CONCRETE WASHOUT AREAS AND SIMILAR AREAS THAT MAY CONTAIN

POLLUTANTS TO PREVENT DISCHARGE INTO THE UNDERLYING SOIL OR ONTO THE SURROUNDING AREAS.

ESTABLISH AND MAINTAIN EFFECTIVE SITE PERIMETER CONTROLS AND STABILIZE ALL

CONSTRUCTION ENTRANCES AND EXITS TO SUFFICIENTLY CONTROL EROSION AND SEDIMENT DISCHARGES AND TRACKED MATERIALS FROM LEAVING THE SITE. AT A MINIMUM

DAILY AND PRIOR TO ANY RAIN EVENT, THE CONTRACTOR SHALL REMOVE ANY SEDIMENT

OR OTHER CONSTRUCTION ACTIVITY RELATED MATERIALS THAT ARE DEPOSITED ON THE ROADS (BY VACUUMING OR SWEEPING).

PLACE EQUIPMENT OR VEHICLES WHICH ARE BEING FUELED, MAINTAINED AND STORED, IN A DESIGNATED AREA FITTED WITH APPROPRIATE BMPs.

PROVIDE DUST CONTROL THROUGHOUT THE DURATION OF THE CONSTRUCTION PROJECT TO MINIMIZE AIRBORNE POLLUTANTS.

AT A MINIMUM, ALL BMPs SHALL BE INSPECTED EACH WORKING DAY AND BEFORE ALL RAIN EVENTS. BMPs THAT REQUIRE MAINTENANCE OR REPLACEMENT TO FUNCTION PROPERLY SHALL BE COMPLETED BEFORE THE NEXT FORECASTED RAIN, OR WITHIN THE NEXT THREE (3) WORKING DAYS IF NO RAIN IS PREDICTED. MAINTENANCE INCLUDES REMOVAL OF ACCUMULATED SEDIMENT AND TRASH.

AT A MINIMUM, THE CONTRACTOR SHALL IMPLEMENT AND MAINTAIN ALL APPLICABLE BMPs LISTED ON THESE DRAWINGS AND/OR THE STORM WATER POLLUTION PREVENTION PLAN.

ADDITIONAL GENERAL NOTES
ALL EXPOSED SURFACES (E.G., PARKING AREAS, STAGING AREAS, SOIL PILES, GRADED AREAS, AND UNPAVED ACCESS ROADS) SHALL BE WATERED TWO TIMES PER DAY.

ALL HAUL TRUCKS TRANSPORTING SOIL, SAND, OR OTHER LOOSE MATERIAL OFF-SITE SHALL BE COVERED.

ALL VISIBLE MUD OR DIRT TRACK-OUT ONTO ADJACENT PUBLIC ROADS SHALL BE REMOVED USING WET POWER VACUUM STREET SWEEPERS AT LEAST ONCE PER DAY. THE USE OF DRY POWER SWEEPING IS PROHIBITED.

ALL VEHICLE SPEEDS ON UNPAVED ROADS SHALL BE LIMITED TO 15 MPH.

IDLING TIMES SHALL BE MINIMIZED EITHER BY SHUTTING EQUIPMENT OFF WHEN NOT IN

USE OR REDUCING THE MAXIMUM IDLING TIME TO FIVE MINUTES (AS REQUIRED BY THE CALIFORNIA AIRBORNE TOXICS CONTROL MEASURE TITLE 13, SECTION 2485 OF CALIFORNIA CODE OF REGULATIONS [CCR]). CLEAR SIGNAGE SHALL BE PROVIDED FOR CONSTRUCTION WORKERS AT ALL ACCESS POINTS.

ALL CONSTRUCTION EQUIPMENT SHALL BE MAINTAINED AND PROPERLY TUNED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. ALL EQUIPMENT SHALL BE

CHECKED BY A CERTIFIED MECHANIC AND DETERMINED TO BE RUNNING IN PROPER CONDITION PRIOR TO OPERATION.

SHOULD CONSTRUCTION FLEET VEHICLES AND/OR EQUIPMENT NECESSARY FOR

COURTHOUSE CONSTRUCTION BE PROCURED OUTSIDE OF THE UKIAH VALLEY, THE FOLLOWING PROVISION SHALL BE INCLUDED ON ALL FINAL CONSTRUCTION DOCUMENTS:

ALL CONSTRUCTION VEHICLES AND EQUIPMENT SHALL BE THOROUGHLY WASHED AT A COMMERCIAL WASH FACILITY PRIOR TO ENTERING THE UKIAH VALLEY. PARTICULAR CARE

SHALL BE TAKEN TO REMOVE MUD AND DEBRIS FROM THE WHEEL WELLS, UNDERCARRIAGE, AND OTHER AREAS AT WHICH MUD AND DEBRIS MAY ACCUMULATE.

INSTALL SOUND BARRIERS AROUND THE PERIMETER OF THE PROPOSED PROJECT SITE WHEN

ENGAGING IN ACTIVITIES THAT WILL PRODUCE NOISE EXPOSURE EXCEEDING THE AMBIENT DAYTIME NOISE THRESHOLD OF 50 DBA FOR ADJACENT RESIDENTIAL USES.

WHEN FEASIBLE, CONSTRUCTION OPERATIONS WILL USE ELECTRIC CONSTRUCTION POWER

IN LIEU OF DIESEL POWERED GENERATORS TO PROVIDE ADEQUATE POWER FOR MAN/MATERIAL HOISTING, CRANE, AND GENERAL CONSTRUCTION OPERATIONS. ± MORE OR LESS
Δ DELTA
( ) RECORD DRAWINGS

AB AGGREGATE BASE

AC ASPHALT CONCRETE

APN ASSESSOR'S PARCEL NUMBER

ARV AIR RELEASE VALVE

BEG BEGIN

BFP BACKFLOW PREVENTER

BM BENCHMARK

BR BIORETENTION AREA

C&G CURB AND GUTTER

CB CATCH BASIN

CBC CALIFORNIA BUILDING CODE

CL CENTERLINE
CL2 CLASS II

CO CLEAN OUT

CONC CONCRETE

CY CUBIC YARD

DI DROP INLET

DIA DIAMETER

DN DOCUMENT NUMBER

DS RAINWATER DOWN SPOUT

DW DRIVEWAY

DYL DOUBLE YELLOW LINE

E ELECTRIC

ECT END CURB TRANSITION

EG EXISTING GROUND

ELEV ELEVATION

EP EDGE OF PAVEMENT

ER EDGE OF ROAD

ESMT EASEMENT

EX EXISTING

FF FINISHED FLOOR

FG FINISHED GRADE

FH FIRE HYDRANT

FL SURFACE FLOWLINE

FT FOOT

FW FIRE WATER
G GAS

GB GRADE BREAK

GI GRATE INLET

GM GAS METER

HB HOSE BIB

HORZ HORIZONTAL

INV BOTTOM INSIDE OF PIPE

IFO IN FAVOR OF

IRR IRRIGATION

JP JOINT POLE

L LENGTH

LT LEFT

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

MUTCD MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES

MW MONITORING WELL

NO NUMBER

NTS NOT TO SCALE

OVH OVERHEAD UTILITY LINE

PCC PORTLAND CEMENT CONCRETE

PG&E PACIFIC GAS & ELECTRIC

PIV POST INDICATOR VALVE

PL PROPERTY LINE

PUE PUBLIC UTILITY EASEMENT

PVI POINT OF VERTICAL INTERSECTION

PVT PRIVATE

QTY QUANTITY

R RADIUS

RT RIGHT

R/W RIGHT OF WAY
S= SLOPE

SD STORM DRAIN

SDJB STORM DRAIN JUNCTION BOX

SDMH STORM DRAIN MANHOLE

SS SANITARY SEWER

SSCO SANITARY SEWER CLEAN OUT

SSMH SANITARY SEWER MANHOLE

STA STATION

STD STANDARD

TB TOP OF BOX

TC TOP FACE OF CURB

TEL TELECOMMUNICATION LINE

TF TRANSFORMER

TG TOP OF GRATE

TS TRAFFIC SIGNAL

TV TELEVISION

TYP TYPICAL

UB UTILITY BOX

UT UNDERGROUND UTILITY LINE

VC VERTICAL CURVE

VERT VERTICAL

VG VALLEY GUTTER

VLT VAULT

W WATER

WL WHITE LINE

WM WATER METER

WS WATER SERVICE

YD YARD DRAIN

SYMBOLS & LEGEND ABBREVIATIONS

EXISTING PROPOSED

BENCHMARK

CENTERLINE MONUMENT
VALVE

BACKFLOW PREVENTION DEVICE

FIRE HYDRANT

REDUCER

LIGHT POLE

STREET SIGN

TRAFFIC SIGNAL

STREET LIGHT

UTILITY POLE

GUY ANCHOR

CATCH BASIN
TREE

TREE CLUSTER

TREE TO BE REMOVED

PROPERTY LINE

EASEMENT

CENTERLINE

GRADE BREAK

FLOW LINE
FENCE

TREE PROTECTION FENCE

SANITARY SEWER

STORM DRAIN
WATER

OVERHEAD UTILITY LINE

UNDERGROUND ELECTRIC LINE

UNDERGROUND GAS LINE

UNDERGROUND TELECOM LINE

UNDERGROUND FIBER OPTIC LINE

ASPHALT CONCRETE

FIBER REINFORCED

ASPHALT CONCRETE ROADWAY

ASPHALT CONCRETE PLUG
3-IN GRIND & OVERLAY

CONFORM GRIND

UNREINFORCED CONCRETE (PEDESTRIAN)

REINFORCED CONCRETE (VEHICULAR)

DETECTABLE WARNING

VALLEY GUTTER

VOLUME CAPTURE FACILITY

INVERT AT CLEANOUT

KEYNOTE

DETAIL IDENTIFICATION

SHEET WHERE DETAIL IS SHOWN
COPYRIGHT © BKF ENGINEERS 2026 35 CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT CLAY STREET AND LESLIE STREET CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER 09/18/2026 PRELIMINARY NOT FOR CONSTRUCTION DATE: BKF ENGINEERS 111 SANTA ROSA AVE SUITE 100 SANTA ROSA, CA 95404 (707) 583-8500 www.bkf.com Plot Sep 18, 2026 at 12:32pm 26000176_IMPR.dwg FOR REVIEW ONLY. NOT FOR BID.
2 C1.1GENERAL NOTES, LEGEND, AND ABBREVIATIONS

NOT FOR BID

CLAY STREET
STA 8+97 to STA 9+20
1"=5'

LESLIE STREET
STA 81+25 to STA 93+50
1"=5'

LESLIE STREET
STA 78+50 to STA 81+00
1"=5'

CLAY STREET
STA 6+06 to STA 7+51
1"=5'

LESLIE STREET
STA 70+25 to STA 77+50
1"=5'

CLAY STREET

TYPICAL
1"=5'

CLAY STREET
STA 7+68 to STA 8.18
1"=5'

CLAY STREET
STA 13+50 to STA 15+50
1"=5'
COPYRIGHT © BKF ENGINEERS 2026 35 CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT CLAY STREET AND LESLIE STREET CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER 09/17/2026 PRELIMINARY NOT FOR CONSTRUCTION DATE: BKF ENGINEERS 111 SANTA ROSA AVE SUITE 100 SANTA ROSA, CA 95404 (707) 583-8500 www.bkf.com Plot Sep 17, 2026 at 10:19pm 26000176_IMPR.dwg FOR REVIEW ONLY. NOT FOR BID. 3
C1.3 TYPICAL SECTIONS

NOT FOR BID

PERKINS STREET

MASON STREET HOSPITAL DRIVE ORCHARD AVENUE WARREN DRIVE MAIN STREET NWPR MAIN STREET LESLIE STREET WARREN DRIVE

GOBBI STREET ORCHARD AVENUE MAIN STREET WAUGH LANE NWPR MARSHALL STREET VILLAGE CIRCLE

CLAY STREET COURTHOUSE BOULEVARD NWPR

PEACH STREET
COPYRIGHT © BKF ENGINEERS 2026 35 CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT CLAY STREET AND LESLIE STREET CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER 09/17/2026 PRELIMINARY NOT FOR CONSTRUCTION DATE: BKF ENGINEERS 111 SANTA ROSA AVE SUITE 100 SANTA ROSA, CA 95404 (707) 583-8500 www.bkf.com Plot Sep 17, 2026 at 10:21pm 26000176_IMPR.dwg FOR REVIEW ONLY. NOT FOR BID. 4
C1.3 KEY MAP
scale 1" = 150'
150 0 150
feet
300

NOT FOR BID

scale 1" = 20'
20 0 20
feet
40 CLAY STREET MAIN STREET

LANDS OF MAYFIELD
APN 002-231-31-00

LANDS OF

RAD RENTALS LLC
APN 002-231-16-00

LANDS OF

CITY OF UKIAH

LANDS OF PROPERTI

LANDS OF MAYFIELD
APN 002-231-32-00

LANDS OF MENDOCINO

COLLEGE FOUNDATION
APN 002-231-24-00

CLAY STREET NWPR NWPR

LANDS OF MENDOCINO

COLLEGE FOUNDATION
APN 002-231-24-00

LANDS OF PROPERTI
APN 002-281-04-00

LANDS OF GARCIA
APN 002-281-05-00 NWPR COURTHOUSE BOULEVARD

CLAY STREET

CLAY STREET

PEACH STREET

CLAY STREET LESLIE STREET LESLIE STREET
CURB RAMP IN ACCORDANCE WITH SECTION 11B-406 OF THE 2025 CBC.

DETECTABLE WARNING SURFACE IN ACCORDANCE WITH SECTION 11B-705.1 OF THE 2025 CBC.

CONFORM TO EXISTING SURFACE ELEVATION IN A MANNER WHICH GENERATES A UNIFORM TRANSITION BETWEEN SURFACES AND DOES NOT IMPEDE DRAINAGE.

APPROXIMATE LIMIT OF GRADING, 3:1 MAXIMUM SLOPE.

ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION.

TREE WELL WITH ACCESSIBLE GRATE. REFER TO THE LANDSCAPE DRAWINGS.

REPLACE PORTION OF EXISTING VALLEY GUTTER WHERE SHOWN ON PLAN. PROVIDE 5-FT TRANSITION TO CONFORM TO NEW BACK OF DRIVEWAY AND DISCHARGE WATER ACROSS DRIVEWAY.

IMPROVEMENT KEYNOTES:

SIDEWALK, CURB AND GUTTER IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 102. SIDEWALK SLOPE SHALL NOT EXCEED 1.5-PERCENT (1.5%).

SIDEWALK IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 102.

SIDEWALK SLOPE SHALL NOT EXCEED 1.5-PERCENT (1.5%).

DRIVEWAY APPROACH IN ACCORDANCE WITH CITY OF UKIAH STANDARDS.

DRIVEWAY AND CONTINUOUS SIDEWALK IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 103.

VALLEY GUTTER IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 104.

CURB RAMP IN ACCORDANCE WITH SECTION 11B-406 OF THE 2025 CBC. 5 C1.4CLAY STREET HORIZONTAL CONTROL AND LAYOUT PLAN MATCHLINE SEE BELOW LEFT COPYRIGHT © BKF ENGINEERS 2026 35 CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT CLAY STREET AND LESLIE STREET CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER 09/17/2026 PRELIMINARY NOT FOR CONSTRUCTION DATE: BKF ENGINEERS 111 SANTA ROSA AVE SUITE 100 SANTA ROSA, CA 95404 (707) 583-8500 www.bkf.com Plot Sep 17, 2026 at 10:23pm 26000176_IMPR.dwg
FOR REVIEW ONLY. NOT FOR BID. MATCHLINE SEE ABOVE RIGHT MATCHLINE - SEE SHEET C1.5
MATCHLINE - SEE SHEET C1.5

NOT FOR BID

EAST PERKINS STREET

LESLIE STREET

GIBSON CREEK

GIBSON CREEK
scale 1" = 20'
20 0 20
feet
40 LESLIE STREET

CLAY STREET

LESLIE STREET
CURB RAMP IN ACCORDANCE WITH SECTION 11B-406 OF THE 2025 CBC.

DETECTABLE WARNING SURFACE IN ACCORDANCE WITH SECTION 11B-705.1 OF THE 2025 CBC.

CONFORM TO EXISTING SURFACE ELEVATION IN A MANNER WHICH GENERATES A UNIFORM TRANSITION BETWEEN SURFACES AND DOES NOT IMPEDE DRAINAGE.

APPROXIMATE LIMIT OF GRADING, 3:1 MAXIMUM SLOPE.

ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION.

TREE WELL WITH ACCESSIBLE GRATE. REFER TO THE LANDSCAPE DRAWINGS.

REPLACE PORTION OF EXISTING VALLEY GUTTER WHERE SHOWN ON PLAN. PROVIDE 5-FT TRANSITION TO CONFORM TO NEW BACK OF DRIVEWAY AND DISCHARGE WATER ACROSS DRIVEWAY.

IMPROVEMENT KEYNOTES:

SIDEWALK, CURB AND GUTTER IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 102. SIDEWALK SLOPE SHALL NOT EXCEED 1.5-PERCENT (1.5%).

SIDEWALK IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 102.

SIDEWALK SLOPE SHALL NOT EXCEED 1.5-PERCENT (1.5%).

DRIVEWAY APPROACH IN ACCORDANCE WITH CITY OF UKIAH STANDARDS.

DRIVEWAY AND CONTINUOUS SIDEWALK IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 103.

VALLEY GUTTER IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 104.

CURB RAMP IN ACCORDANCE WITH SECTION 11B-406 OF THE 2025 CBC.

COPYRIGHT © BKF ENGINEERS 2026 35 CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT CLAY STREET AND LESLIE STREET CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER 09/17/2026 PRELIMINARY NOT FOR CONSTRUCTION DATE: BKF ENGINEERS 111 SANTA ROSA AVE SUITE 100 SANTA ROSA, CA 95404 (707) 583-8500 www.bkf.com Plot Sep 17, 2026 at 10:26pm 26000176_IMPR.dwg
FOR REVIEW ONLY. NOT FOR BID. MATCHLINE - SEE SHEET C1.6 MATCHLINE - SEE ABOVE RIGHT MATCHLINE - SEE SHEET C1.4 6
C1.5LESLIE STREET HORIZONTAL CONTROL AND LAYOUT PLAN MATCHLINE - SEE BELOW LEFT

NOT FOR BID

scale 1" = 20'
20 0 20
feet
40 LESLIE STREET

GOBBI STREET

LESLIE STREET
CURB RAMP IN ACCORDANCE WITH SECTION 11B-406 OF THE 2025 CBC.

DETECTABLE WARNING SURFACE IN ACCORDANCE WITH SECTION 11B-705.1 OF THE 2025 CBC.

CONFORM TO EXISTING SURFACE ELEVATION IN A MANNER WHICH GENERATES A UNIFORM TRANSITION BETWEEN SURFACES AND DOES NOT IMPEDE DRAINAGE.

APPROXIMATE LIMIT OF GRADING, 3:1 MAXIMUM SLOPE.

ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION.

TREE WELL WITH ACCESSIBLE GRATE. REFER TO THE LANDSCAPE DRAWINGS.

REPLACE PORTION OF EXISTING VALLEY GUTTER WHERE SHOWN ON PLAN. PROVIDE 5-FT TRANSITION TO CONFORM TO NEW BACK OF DRIVEWAY AND DISCHARGE WATER ACROSS DRIVEWAY.

IMPROVEMENT KEYNOTES:

SIDEWALK, CURB AND GUTTER IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 102. SIDEWALK SLOPE SHALL NOT EXCEED 1.5-PERCENT (1.5%).

SIDEWALK IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 102.

SIDEWALK SLOPE SHALL NOT EXCEED 1.5-PERCENT (1.5%).

DRIVEWAY APPROACH IN ACCORDANCE WITH CITY OF UKIAH STANDARDS.

DRIVEWAY AND CONTINUOUS SIDEWALK IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 103.

VALLEY GUTTER IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 104.

CURB RAMP IN ACCORDANCE WITH SECTION 11B-406 OF THE 2025 CBC.

COPYRIGHT © BKF ENGINEERS 2026 35 CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT CLAY STREET AND LESLIE STREET CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER 09/17/2026 PRELIMINARY NOT FOR CONSTRUCTION DATE: BKF ENGINEERS 111 SANTA ROSA AVE SUITE 100 SANTA ROSA, CA 95404 (707) 583-8500 www.bkf.com Plot Sep 17, 2026 at 10:29pm 26000176_IMPR.dwg
FOR REVIEW ONLY. NOT FOR BID. 7
C1.6LESLIE STREET HORIZONTAL CONTROL AND LAYOUT PLAN MATCHLINE - SEE SHEET C3.2 MATCHLINE - SEE BELOW LEFT MATCHLINE - SEE ABOVE RIGHT

NOT FOR BID

scale 1" = 20'
20 0 20
feet
40 CLAY STREET MAIN STREET

LANDS OF MAYFIELD
APN 002-231-31-00

LANDS OF

RAD RENTALS LLC
APN 002-231-16-00

LANDS OF

CITY OF UKIAH

LANDS OF PROPERTI
APN 002-281-02-00

LANDS OF MAYFIELD
APN 002-231-32-00

LANDS OF PROPERTI
APN 002-281-03-00

LANDS OF MENDOCINO

COLLEGE FOUNDATION
APN 002-231-24-00

COURTHOUSE BOULEVARD

CLAY STREET LESLIE STREET

CLAY STREET

CLAY STREET NWPR

LANDS OF MENDOCINO

COLLEGE FOUNDATION
APN 002-231-24-00

LANDS OF PROPERTI
APN 002-281-04-00

LANDS OF GARCIA
APN 002-281-05-00 NWPR
DEMOLITION KEYNOTES:

REMOVE EXISTING MATERIAL OR FEATURE TO FACILITATE THE PROPOSED

IMPROVEMENTS AND DISPOSED OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

SAWCUT AND REMOVE EXISTING MATERIAL, OR REMOVE EXISTING MATERIAL TO THE

NEAREST CONTROL JOINT WHERE APPLICABLE, TO FACILITATE THE PROPOSED

IMPROVEMENTS AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

REMOVE EXISTING UTILITY TO FACILITATE THE PROPOSED IMPROVEMENTS AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

REMOVE AND SALVAGE EXISTING HYDRANT FOR RELOCATION. REFER TO UTILITY PLAN SHEETS FOR NEW LOCATION.

EXISTING UTILITY OR FEATURE TO REMAIN. PROTECT IN PLACE.

GRIND EXISTING STUMP AND ROOTS.

REMOVE EXISTING WOOD AND OTHER DEBRIS AND DISPOSE OF IN ACCORDANCE WITH LOCAL REGULATIONS.

REMOVE AND SALVAGE EXISTING FENCE GATES. COORDINATE WITH THE PROPERTY OWNERS TO REINSTALL FENCE GATES OUTSIDE THE PROPOSED LIMITS OF WORK. 8 C2.0CLAY STREET DEMOLITION AND EROSION CONTROL PLAN MATCHLINE SEE BELOW LEFT COPYRIGHT © BKF ENGINEERS 2026 35 CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT CLAY STREET AND LESLIE STREET CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER 09/18/2026 PRELIMINARY NOT FOR CONSTRUCTION DATE: BKF ENGINEERS 111 SANTA ROSA AVE SUITE 100 SANTA ROSA, CA 95404 (707) 583-8500 www.bkf.com Plot Sep 18, 2026 at 1:23pm 26000176_IMPR.dwg
FOR REVIEW ONLY. NOT FOR BID. MATCHLINE SEE ABOVE RIGHT MATCHLINE - SEE SHEET C2.1
MATCHLINE - SEE SHEET C2.1

NOT FOR BID

EAST PERKINS STREET

LESLIE STREET

GIBSON CREEK

GIBSON CREEK
scale 1" = 20'
20 0 20
feet
40 LESLIE STREET

CLAY STREET
DEMOLITION KEYNOTES:

REMOVE EXISTING MATERIAL OR FEATURE TO FACILITATE THE PROPOSED

IMPROVEMENTS AND DISPOSED OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

SAWCUT AND REMOVE EXISTING MATERIAL, OR REMOVE EXISTING MATERIAL TO THE

NEAREST CONTROL JOINT WHERE APPLICABLE, TO FACILITATE THE PROPOSED

IMPROVEMENTS AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

REMOVE EXISTING UTILITY TO FACILITATE THE PROPOSED IMPROVEMENTS AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

REMOVE AND SALVAGE EXISTING HYDRANT FOR RELOCATION. REFER TO UTILITY PLAN SHEETS FOR NEW LOCATION.

EXISTING UTILITY OR FEATURE TO REMAIN. PROTECT IN PLACE.

GRIND EXISTING STUMP AND ROOTS.

PEACH STREET

LESLIE STREET
COPYRIGHT © BKF ENGINEERS 2026 35 CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT CLAY STREET AND LESLIE STREET CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER 09/18/2026 PRELIMINARY NOT FOR CONSTRUCTION DATE: BKF ENGINEERS 111 SANTA ROSA AVE SUITE 100 SANTA ROSA, CA 95404 (707) 583-8500 www.bkf.com Plot Sep 18, 2026 at 1:36pm 26000176_IMPR.dwg
FOR REVIEW ONLY. NOT FOR BID. MATCHLINE - SEE BELOW LEFT MATCHLINE - SEE SHEET C2.2 MATCHLINE - SEE ABOVE RIGHT MATCHLINE - SEE SHEET C2.0 9
C2.1LESLIE STREET DEMOLITION AND EROSION CONTROL PLAN

NOT FOR BID

DEMOLITION KEYNOTES:

REMOVE EXISTING MATERIAL OR FEATURE TO FACILITATE THE PROPOSED

IMPROVEMENTS AND DISPOSED OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

SAWCUT AND REMOVE EXISTING MATERIAL, OR REMOVE EXISTING MATERIAL TO THE

NEAREST CONTROL JOINT WHERE APPLICABLE, TO FACILITATE THE PROPOSED

IMPROVEMENTS AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

REMOVE EXISTING UTILITY TO FACILITATE THE PROPOSED IMPROVEMENTS AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

REMOVE AND SALVAGE EXISTING HYDRANT FOR RELOCATION. REFER TO UTILITY PLAN SHEETS FOR NEW LOCATION.

EXISTING UTILITY OR FEATURE TO REMAIN. PROTECT IN PLACE.

GRIND EXISTING STUMP AND ROOTS.
scale 1" = 20'
20 0 20
feet
40 LESLIE STREET

LESLIE STREET

GOBBI STREET
COPYRIGHT © BKF ENGINEERS 2026 35 CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT CLAY STREET AND LESLIE STREET CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER 09/18/2026 PRELIMINARY NOT FOR CONSTRUCTION DATE: BKF ENGINEERS 111 SANTA ROSA AVE SUITE 100 SANTA ROSA, CA 95404 (707) 583-8500 www.bkf.com Plot Sep 18, 2026 at 1:38pm 26000176_IMPR.dwg
FOR REVIEW ONLY. NOT FOR BID.
10 C2.2LESLIE STREET DEMOLITION AND EROSION CONTROL PLAN MATCHLINE - SEE BELOW LEFT MATCHLINE - SEE ABOVE RIGHT MATCHLINE - SEE SHEET C2.1

NOT FOR BID

scale 1" = 20'
20 0 20
feet
40 S MAIN
STREET

CLAY STREET MAIN STREET

LANDS OF MAYFIELD
APN 002-231-31-00

LANDS OF

RAD RENTALS LLC
APN 002-231-16-00

LANDS OF

CITY OF UKIAH

LANDS OF PROPERTI
APN 002-281-02-00

LANDS OF MAYFIELD
APN 002-231-32-00

LANDS OF PROPERTI
APN 002-281-03-00

LANDS OF MENDOCINO

COLLEGE FOUNDATION
APN 002-231-24-00
11 C3.0 CLAY STREET GRADING AND PAVING PLAN MATCHLINE SEE SHEET C3.1 COPYRIGHT © BKF ENGINEERS 2026 35 CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT CLAY STREET AND LESLIE STREET CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER 09/18/2026 PRELIMINARY NOT FOR CONSTRUCTION DATE: BKF ENGINEERS 111 SANTA ROSA AVE SUITE 100 SANTA ROSA, CA 95404 (707) 583-8500 www.bkf.com Plot Sep 18, 2026 at 12:06pm 26000176_IMPR.dwg
FOR REVIEW ONLY. NOT FOR BID.

NOT FOR BID

LESLIE STREET

CLAY STREET LESLIE
STREET

CLAY STREET
IMPROVEMENT KEYNOTES: UNIFORM TRANSITION BETWEEN SURFACES AND DOES NOT IMPEDE DRAINAGE.

APPROXIMATE LIMIT OF GRADING, 3:1 MAXIMUM SLOPE.

ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION.

CLAY STREET NWPR

LANDS OF MENDOCINO

COLLEGE FOUNDATION
APN 002-231-24-00

LANDS OF PROPERTI
APN 002-281-04-00

LANDS OF GARCIA
APN 002-281-05-00 NWPR
scale 1" = 20'
20 0 20
feet
40 COURTHOUSE BOULEVARD

CLAY STREET

CLAY STREET

CLAY STREET LESLIE STREET CLAY STREET LESLIE STREET
COPYRIGHT © BKF ENGINEERS 2026 35 CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT CLAY STREET AND LESLIE STREET CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER 09/18/2026 PRELIMINARY NOT FOR CONSTRUCTION DATE: BKF ENGINEERS 111 SANTA ROSA AVE SUITE 100 SANTA ROSA, CA 95404 (707) 583-8500 www.bkf.com Plot Sep 18, 2026 at 11:58am 26000176_IMPR.dwg
FOR REVIEW ONLY. NOT FOR BID.
12 C3.1 CLAY STREET GRADING AND PAVING PLAN MATCHLINE SEE SHEET C3.0 MATCHLINE - SEE SHEET C3.2
MATCHLINE - SEE SHEET C3.2

NOT FOR BID

EAST PERKINS STREET

LESLIE STREET

GIBSON CREEK

GIBSON CREEK
scale 1" = 20'
20 0 20
feet
40 CLAY STREET

LESLIE STREET

PEACH STREET

LESLIE STREET
13 C3.2 LESLIE STREET GRADING AND PAVING PLAN
COPYRIGHT © BKF ENGINEERS 2026 35 CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT CLAY STREET AND LESLIE STREET CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER 09/17/2026 PRELIMINARY NOT FOR CONSTRUCTION DATE: BKF ENGINEERS 111 SANTA ROSA AVE SUITE 100 SANTA ROSA, CA 95404 (707) 583-8500 www.bkf.com Plot Sep 17, 2026 at 10:47pm 26000176_IMPR.dwg
FOR REVIEW ONLY. NOT FOR BID. MATCHLINE SEE BELOW LEFT MATCHLINE SEE ABOVE RIGHT MATCHLINE SEE SHEET C3.3

NOT FOR BID

scale 1" = 20'
20 0 20
feet
40 LESLIE STREET

GOBBI STREET

LESLIE STREET
COPYRIGHT © BKF ENGINEERS 2026 35 CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT CLAY STREET AND LESLIE STREET CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER 09/17/2026 PRELIMINARY NOT FOR CONSTRUCTION DATE: BKF ENGINEERS 111 SANTA ROSA AVE SUITE 100 SANTA ROSA, CA 95404 (707) 583-8500 www.bkf.com Plot Sep 17, 2026 at 10:50pm 26000176_IMPR.dwg
FOR REVIEW ONLY. NOT FOR BID.
14 C3.3 LESLIE STREET GRADING AND PAVING PLANMATCHLINE SEE BELOW LEFT MATCHLINE SEE SHEET C3.2 MATCHLINE SEE ABOVE RIGHT

NOT FOR BID

COPYRIGHT © BKF ENGINEERS 2026 35 CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT CLAY STREET AND LESLIE STREET CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER 09/17/2026 PRELIMINARY NOT FOR CONSTRUCTION DATE: BKF ENGINEERS 111 SANTA ROSA AVE SUITE 100 SANTA ROSA, CA 95404 (707) 583-8500 www.bkf.com Plot Sep 17, 2026 at 10:52pm 26000176_IMPR.dwg
FOR REVIEW ONLY. NOT FOR BID.
15 C3.4 GRADING DETAILS

GRADING DETAIL E
1" = 5' EGRADING DETAIL A
1" = 5' A- GRADING DETAIL D1" = 5' DGRADING DETAIL B
1" = 5' B- GRADING DETAIL C1" = 5' CNOT FOR BID

COPYRIGHT © BKF ENGINEERS 2026 35 CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT CLAY STREET AND LESLIE STREET CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER 09/17/2026 PRELIMINARY NOT FOR CONSTRUCTION DATE: BKF ENGINEERS 111 SANTA ROSA AVE SUITE 100 SANTA ROSA, CA 95404 (707) 583-8500 www.bkf.com Plot Sep 17, 2026 at 10:53pm 26000176_IMPR.dwg
FOR REVIEW ONLY. NOT FOR BID.
16 C3.5 GRADING DETAILS

GRADING DETAIL H
1" = 5' H- GRADING DETAIL J1" = 5' JGRADING DETAIL G
1" = 5' G- GRADING DETAIL F1" = 5' FNOT FOR BID

scale 1" = 20'
20 0 20
feet
40 S MAIN
STREET

CLAY STREET MAIN STREET

LANDS OF MAYFIELD
APN 002-231-31-00

LANDS OF

RAD RENTALS LLC
APN 002-231-16-00

LANDS OF

CITY OF UKIAH

LANDS OF PROPERTI
APN 002-281-02-00

LANDS OF MAYFIELD
APN 002-231-32-00

LANDS OF PROPERTI
APN 002-281-03-00

LANDS OF MENDOCINO

COLLEGE FOUNDATION
APN 002-231-24-00
UTILITY KEYNOTES:

ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION.

CONNECT TO EXISTING UTILITY IN A MANNER WHICH PROVIDES A PERMANENT WATER TIGHT SEAL.

GATE VALVE AND TRAFFIC RATED BOX IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 307.

BUTTERFLY VALVE. REFER TO PLAN FOR SIZE.

FIRE HYDRANT AND LATERAL ASSEMBLY IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 305.

DOMESTIC WATER SERVICE WITH WATER METER AND BOX IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 301. WATER METER TO BE PROVIDED BY CITY OF UKIAH, INSTALLED BY CONTRACTOR. REFER TO PLAN FOR SIZE.

DOMESTIC WATER BACKFLOW IN ACCORDANCE WITH CITY OF UKIAH STANDARD.....REFER TO PLAN FOR SIZE.

SANITARY SEWER MANHOLE AND TRAFFIC RATED COVER IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWINGS NO. 201 AND 204.

SANITARY SEWER MAINLINE CLEANOUT IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 203.

SANITARY SEWER SERVICE LATERAL AND CLEANOUT IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 210.

NEW STREET LIGHT, SHOWN FOR REFERENCE ONLY. REFER TO THE LIGHTING DRAWINGS.

NEW RAPID RECTANGULAR FLASHING BEACON, SHOWN FOR REFERENCE ONLY.

REFER TO THE RAPID RECTANGULAR FLASHING BEACON PLAN.

UTILITY POLE AND OVERHEAD LINES TO BE RELOCATED. REFER TO THE CITY OF UKIAH ELECTRIC UTILITY DRAWINGS.

CONTRACTOR TO COORDINATE WITH PG&E TO LOWER GAS LATERAL TO PROVIDE COPYRIGHT © BKF ENGINEERS 2026 35 CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT CLAY STREET AND LESLIE STREET CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER 09/17/2026 PRELIMINARY NOT FOR CONSTRUCTION DATE: BKF ENGINEERS 111 SANTA ROSA AVE SUITE 100 SANTA ROSA, CA 95404 (707) 583-8500 www.bkf.com Plot Sep 17, 2026 at 10:55pm 26000176_IMPR.dwg FOR REVIEW ONLY. NOT FOR BID.
17 C4.0 CLAY STREET UTILITY PLAN MATCHLINE SEE SHEET C4.1

NOT FOR BID

LESLIE STREET

GRTA LESLIE
STREET

COURTHOUSE

BOULEVARD
UTILITY KEYNOTES:

ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION.

CONNECT TO EXISTING UTILITY IN A MANNER WHICH PROVIDES A PERMANENT WATER TIGHT SEAL.

GATE VALVE AND TRAFFIC RATED BOX IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 307.

BUTTERFLY VALVE. REFER TO PLAN FOR SIZE.

FIRE HYDRANT AND LATERAL ASSEMBLY IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 305.

DOMESTIC WATER SERVICE WITH WATER METER AND BOX IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 301. WATER METER TO BE PROVIDED BY CITY OF UKIAH, INSTALLED BY CONTRACTOR. REFER TO PLAN FOR SIZE.

DOMESTIC WATER BACKFLOW IN ACCORDANCE WITH CITY OF UKIAH STANDARD.....REFER TO PLAN FOR SIZE.

SANITARY SEWER MANHOLE AND TRAFFIC RATED COVER IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWINGS NO. 201 AND 204.

SANITARY SEWER MAINLINE CLEANOUT IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 203.

SANITARY SEWER SERVICE LATERAL AND CLEANOUT IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 210.

NEW STREET LIGHT, SHOWN FOR REFERENCE ONLY. REFER TO THE LIGHTING DRAWINGS.

NEW RAPID RECTANGULAR FLASHING BEACON, SHOWN FOR REFERENCE ONLY.

REFER TO THE RAPID RECTANGULAR FLASHING BEACON PLAN.

UTILITY POLE AND OVERHEAD LINES TO BE RELOCATED. REFER TO THE CITY OF UKIAH ELECTRIC UTILITY DRAWINGS.

CONTRACTOR TO COORDINATE WITH PG&E TO LOWER GAS LATERAL TO PROVIDE

CLAY STREET NWPR

LANDS OF MENDOCINO

COLLEGE FOUNDATION
APN 002-231-24-00

LANDS OF PROPERTI
APN 002-281-04-00

LANDS OF GARCIA
APN 002-281-05-00 NWPR
scale 1" = 20'
20 0 20
feet
40 COURTHOUSE BOULEVARD

CLAY STREET

CLAY STREET
COPYRIGHT © BKF ENGINEERS 2026 35 CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT CLAY STREET AND LESLIE STREET CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER 09/17/2026 PRELIMINARY NOT FOR CONSTRUCTION DATE: BKF ENGINEERS 111 SANTA ROSA AVE SUITE 100 SANTA ROSA, CA 95404 (707) 583-8500 www.bkf.com Plot Sep 17, 2026 at 10:58pm 26000176_IMPR.dwg
FOR REVIEW ONLY. NOT FOR BID.
18 C4.1 CLAY STREET UTILITY PLAN MATCHLINE SEE SHEET C4.0 MATCHLINE - SEE SHEET C4.2
MATCHLINE - SEE SHEET C4.2

NOT FOR BID

EAST PERKINS STREET

LESLIE STREET

GIBSON CREEK

GIBSON CREEK

DOMESTIC WATER SERVICE WITH WATER METER AND BOX IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 301. WATER METER TO BE PROVIDED BY CITY OF UKIAH, INSTALLED BY CONTRACTOR. REFER TO PLAN FOR SIZE.

DOMESTIC WATER BACKFLOW IN ACCORDANCE WITH CITY OF UKIAH STANDARD.....REFER TO PLAN FOR SIZE.

SANITARY SEWER MANHOLE AND TRAFFIC RATED COVER IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWINGS NO. 201 AND 204.

SANITARY SEWER MAINLINE CLEANOUT IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 203.

SANITARY SEWER SERVICE LATERAL AND CLEANOUT IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 210.

UTILITY KEYNOTES:

ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION.

CONNECT TO EXISTING UTILITY IN A MANNER WHICH PROVIDES A PERMANENT WATER TIGHT SEAL.

GATE VALVE AND TRAFFIC RATED BOX IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 307.

BUTTERFLY VALVE. REFER TO PLAN FOR SIZE.

FIRE HYDRANT AND LATERAL ASSEMBLY IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 305.
scale 1" = 20'
20 0 20
feet
40 NEW STREET LIGHT, SHOWN FOR REFERENCE ONLY. REFER TO THE LIGHTING DRAWINGS.

NEW RAPID RECTANGULAR FLASHING BEACON, SHOWN FOR REFERENCE ONLY.

REFER TO THE RAPID RECTANGULAR FLASHING BEACON PLAN.

UTILITY POLE AND OVERHEAD LINES TO BE RELOCATED. REFER TO THE CITY OF UKIAH ELECTRIC UTILITY DRAWINGS.

CONTRACTOR TO COORDINATE WITH PG&E TO LOWER GAS LATERAL TO PROVIDE MINIMUM 30-INCHES OF COVER FROM FINISHED SURFACE.

COPYRIGHT © BKF ENGINEERS 2026 35 CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT CLAY STREET AND LESLIE STREET CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER 09/17/2026 PRELIMINARY NOT FOR CONSTRUCTION DATE: BKF ENGINEERS 111 SANTA ROSA AVE SUITE 100 SANTA ROSA, CA 95404 (707) 583-8500 www.bkf.com Plot Sep 17, 2026 at 10:59pm 26000176_IMPR.dwg
FOR REVIEW ONLY. NOT FOR BID.
19 C4.2 LESLIE STREET UTILITY PLAN MATCHLINE SEE SHEET C4.3

NOT FOR BID

PEACH STREET

LESLIE STREET

CLAY STREET

LESLIE STREET
PEACH
STREET

DOMESTIC WATER SERVICE WITH WATER METER AND BOX IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 301. WATER METER TO BE PROVIDED BY CITY OF UKIAH, INSTALLED BY CONTRACTOR. REFER TO PLAN FOR SIZE.

DOMESTIC WATER BACKFLOW IN ACCORDANCE WITH CITY OF UKIAH STANDARD.....REFER TO PLAN FOR SIZE.

SANITARY SEWER MANHOLE AND TRAFFIC RATED COVER IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWINGS NO. 201 AND 204.

SANITARY SEWER MAINLINE CLEANOUT IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 203.

SANITARY SEWER SERVICE LATERAL AND CLEANOUT IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 210.

UTILITY KEYNOTES:

ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION.

CONNECT TO EXISTING UTILITY IN A MANNER WHICH PROVIDES A PERMANENT WATER TIGHT SEAL.

GATE VALVE AND TRAFFIC RATED BOX IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 307.

BUTTERFLY VALVE. REFER TO PLAN FOR SIZE.

FIRE HYDRANT AND LATERAL ASSEMBLY IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 305.
scale 1" = 20'
20 0 20
feet
40 NEW STREET LIGHT, SHOWN FOR REFERENCE ONLY. REFER TO THE LIGHTING DRAWINGS.

NEW RAPID RECTANGULAR FLASHING BEACON, SHOWN FOR REFERENCE ONLY.

REFER TO THE RAPID RECTANGULAR FLASHING BEACON PLAN.

UTILITY POLE AND OVERHEAD LINES TO BE RELOCATED. REFER TO THE CITY OF UKIAH ELECTRIC UTILITY DRAWINGS.

CONTRACTOR TO COORDINATE WITH PG&E TO LOWER GAS LATERAL TO PROVIDE MINIMUM 30-INCHES OF COVER FROM FINISHED SURFACE.

COPYRIGHT © BKF ENGINEERS 2026 35 CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT CLAY STREET AND LESLIE STREET CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER 09/17/2026 PRELIMINARY NOT FOR CONSTRUCTION DATE: BKF ENGINEERS 111 SANTA ROSA AVE SUITE 100 SANTA ROSA, CA 95404 (707) 583-8500 www.bkf.com Plot Sep 17, 2026 at 11:01pm 26000176_IMPR.dwg
FOR REVIEW ONLY. NOT FOR BID.
20 C4.3 LESLIE STREET UTILITY PLAN MATCHLINE SEE SHEET C4.2 MATCHLINE SEE SHEET C4.4

NOT FOR BID

LESLIE STREET

DOMESTIC WATER SERVICE WITH WATER METER AND BOX IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 301. WATER METER TO BE PROVIDED BY CITY OF UKIAH, INSTALLED BY CONTRACTOR. REFER TO PLAN FOR SIZE.

DOMESTIC WATER BACKFLOW IN ACCORDANCE WITH CITY OF UKIAH STANDARD.....REFER TO PLAN FOR SIZE.

SANITARY SEWER MANHOLE AND TRAFFIC RATED COVER IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWINGS NO. 201 AND 204.

SANITARY SEWER MAINLINE CLEANOUT IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 203.

SANITARY SEWER SERVICE LATERAL AND CLEANOUT IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 210.

UTILITY KEYNOTES:

ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION.

CONNECT TO EXISTING UTILITY IN A MANNER WHICH PROVIDES A PERMANENT WATER TIGHT SEAL.

GATE VALVE AND TRAFFIC RATED BOX IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 307.

BUTTERFLY VALVE. REFER TO PLAN FOR SIZE.

FIRE HYDRANT AND LATERAL ASSEMBLY IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 305.
scale 1" = 20'
20 0 20
feet
40 NEW STREET LIGHT, SHOWN FOR REFERENCE ONLY. REFER TO THE LIGHTING DRAWINGS.

NEW RAPID RECTANGULAR FLASHING BEACON, SHOWN FOR REFERENCE ONLY.

REFER TO THE RAPID RECTANGULAR FLASHING BEACON PLAN.

UTILITY POLE AND OVERHEAD LINES TO BE RELOCATED. REFER TO THE CITY OF UKIAH ELECTRIC UTILITY DRAWINGS.

CONTRACTOR TO COORDINATE WITH PG&E TO LOWER GAS LATERAL TO PROVIDE MINIMUM 30-INCHES OF COVER FROM FINISHED SURFACE.

COPYRIGHT © BKF ENGINEERS 2026 35 CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT CLAY STREET AND LESLIE STREET CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER 09/17/2026 PRELIMINARY NOT FOR CONSTRUCTION DATE: BKF ENGINEERS 111 SANTA ROSA AVE SUITE 100 SANTA ROSA, CA 95404 (707) 583-8500 www.bkf.com Plot Sep 17, 2026 at 11:03pm 26000176_IMPR.dwg
FOR REVIEW ONLY. NOT FOR BID.
21 C4.4 LESLIE STREET UTILITY PLAN MATCHLINE SEE SHEET C4.5 MATCHLINE SEE SHEET C4.3

NOT FOR BID

LESLIE STREET

GOBBI STREET
GOBBI
STREET

DOMESTIC WATER SERVICE WITH WATER METER AND BOX IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 301. WATER METER TO BE PROVIDED BY CITY OF UKIAH, INSTALLED BY CONTRACTOR. REFER TO PLAN FOR SIZE.

DOMESTIC WATER BACKFLOW IN ACCORDANCE WITH CITY OF UKIAH STANDARD.....REFER TO PLAN FOR SIZE.

SANITARY SEWER MANHOLE AND TRAFFIC RATED COVER IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWINGS NO. 201 AND 204.

SANITARY SEWER MAINLINE CLEANOUT IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 203.

SANITARY SEWER SERVICE LATERAL AND CLEANOUT IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 210.

UTILITY KEYNOTES:

ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION.

CONNECT TO EXISTING UTILITY IN A MANNER WHICH PROVIDES A PERMANENT WATER TIGHT SEAL.

GATE VALVE AND TRAFFIC RATED BOX IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 307.

BUTTERFLY VALVE. REFER TO PLAN FOR SIZE.

FIRE HYDRANT AND LATERAL ASSEMBLY IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 305.
scale 1" = 20'
20 0 20
feet
40 NEW STREET LIGHT, SHOWN FOR REFERENCE ONLY. REFER TO THE LIGHTING DRAWINGS.

NEW RAPID RECTANGULAR FLASHING BEACON, SHOWN FOR REFERENCE ONLY.

REFER TO THE RAPID RECTANGULAR FLASHING BEACON PLAN.

UTILITY POLE AND OVERHEAD LINES TO BE RELOCATED. REFER TO THE CITY OF UKIAH ELECTRIC UTILITY DRAWINGS.

CONTRACTOR TO COORDINATE WITH PG&E TO LOWER GAS LATERAL TO PROVIDE MINIMUM 30-INCHES OF COVER FROM FINISHED SURFACE.

COPYRIGHT © BKF ENGINEERS 2026 35 CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT CLAY STREET AND LESLIE STREET CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER 09/17/2026 PRELIMINARY NOT FOR CONSTRUCTION DATE: BKF ENGINEERS 111 SANTA ROSA AVE SUITE 100 SANTA ROSA, CA 95404 (707) 583-8500 www.bkf.com Plot Sep 17, 2026 at 11:04pm 26000176_IMPR.dwg
FOR REVIEW ONLY. NOT FOR BID.
22 C4.5 LESLIE STREET UTILITY PLAN MATCHLINE SEE SHEET C4.4

NOT FOR BID

SPEED TABLE
NTS
5 -

SECTION A-A

MODIFIED CURB AND GUTTER
NTS
6 -

BIORETENTION PLANTER RAIL
NTS
11 - BIORETENTION FACILITY
NTS
10 -

CURB DEPRESSION
NTS
4 -

END OF PAVEMENT CONFORM
NTS

CLAY STREET SIDE STREET

ASPHALT CONCRETE PLUG
NTS
8 - GRATE INLET
NTS
9 -
1 DRAINAGE STRUCTURE TABLE
18"x18"
NO. MODEL SIZE

GRATE INLET

STRUCTURE

OLDCASTLE PRECAST MODEL
CB-1818 OR EQUIVALENT
DETAIL
GRATE INLET 24"x24" COUNTY OF MENDOCINO
STANDARD DRAWINGS D32
GRATE INLET 36"x48" CITY OF UKIAH MODEL 4AC
STANDARD DRAWING NO. 408
2-3
4 MANHOLE 48" DIA COUNTY OF MENDOCINO
STD. NO. D40A 1 -
-
-
NTS

RETAINING CURB
NOTES:

1. ADJACENT PAVING SECTIONS SHOWN FOR REFERENCE.

REFER TO THE MATERIALS TABLE.

2. PROVIDE A UNIFORM TRANSITION OVER A DISTANCE OF
APPROXIMATELY 4-FEET BETWEEN CURB TYPES.

ROLLED CURB

NTS NTS

VALLEY GUTTER
COPYRIGHT © BKF ENGINEERS 2026 35 CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT CLAY STREET AND LESLIE STREET CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER 09/18/2026 PRELIMINARY NOT FOR CONSTRUCTION DATE: BKF ENGINEERS 111 SANTA ROSA AVE SUITE 100 SANTA ROSA, CA 95404 (707) 583-8500 www.bkf.com Plot Sep 18, 2026 at 12:39pm 26000176_IMPR.dwg
FOR REVIEW ONLY. NOT FOR BID.
23 C5.0 CONSTRUCTION DETAILS

NOT FOR BID

DRAINAGE STRUCTURE MODIFICATIONS
STA 5+72.67

PLAN VIEW - DEMOLITION
NTS

PLAN VIEW - IMPROVEMENT
NTS

CLAY STREET
NTS

CROSS SECTION E
CLAY STREET, STA 9+40.00
NTS
E
-

A CROSS SECTION A
- CLAY STREET, STA 3+90.00
NTS

CROSS SECTION B
CLAY STREET, STA 5+50.00
NTS
B
-

CROSS SECTION C
CLAY STREET, STA 5+60.00
NTS
C
- CROSS SECTION D
CLAY STREET, STA 5+70.00
NTS
D
-

CROSS SECTION F
LESLIE STREET, STA 73+00.00
NTS
F
-
COPYRIGHT © BKF ENGINEERS 2026 35 CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT CLAY STREET AND LESLIE STREET CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER 09/18/2026 PRELIMINARY NOT FOR CONSTRUCTION DATE: BKF ENGINEERS 111 SANTA ROSA AVE SUITE 100 SANTA ROSA, CA 95404 (707) 583-8500 www.bkf.com Plot Sep 18, 2026 at 12:41pm 26000176_IMPR.dwg
FOR REVIEW ONLY. NOT FOR BID.
24 C5.1CONSTRUCTION DETAILS AND CROSS SECTIONS

NOT FOR BID

COPYRIGHT © BKF ENGINEERS 2026 35 CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT CLAY STREET AND LESLIE STREET CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER 09/18/2026 PRELIMINARY NOT FOR CONSTRUCTION DATE: BKF ENGINEERS 111 SANTA ROSA AVE SUITE 100 SANTA ROSA, CA 95404 (707) 583-8500 www.bkf.com Plot Sep 18, 2026 at 12:42pm 26000176_IMPR.dwg
FOR REVIEW ONLY. NOT FOR BID.
25 C5.2 CITY OF UKIAH STANDARD DETAILS

NOT FOR BID

COPYRIGHT © BKF ENGINEERS 2026 35 CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT CLAY STREET AND LESLIE STREET CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER 09/18/2026 PRELIMINARY NOT FOR CONSTRUCTION DATE: BKF ENGINEERS 111 SANTA ROSA AVE SUITE 100 SANTA ROSA, CA 95404 (707) 583-8500 www.bkf.com Plot Sep 18, 2026 at 12:43pm 26000176_IMPR.dwg
FOR REVIEW ONLY. NOT FOR BID.
26 C5.3CITY OF UKIAH AND COUNTY OF MENDOCINO STANDARD DETAILS

NOT FOR BID

LESLIE ST
E. GOBBI ST LESLIE ST LESLIE ST

PEACH ST
E. CLAY ST RIVER OAK CHARTER SCHOOL UKIAH SENIOR CENTER E. PERKINS ST LEGEND 34

CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT

CLAY STREET & LESLIE STREET

CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA
(707) 542-9500
W-Trans
490 Mendocino Avenue #201
Santa Rosa, CA 95401
SIGNING AND STRIPING PLAN SS1.0 26 FOR REVIEW ONLY. NOT FOR BID.27 35 NOT FOR BID

E. CLAY ST
GREAT

REDWOOD TRAIL
S. MAIN ST

COURTHOUSE
BLVD LEGEND PROJECT NOTES (THIS SHEET ONLY): 34

CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT

CLAY STREET & LESLIE STREET

CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA
(707) 542-9500
W-Trans
490 Mendocino Avenue #201
Santa Rosa, CA 95401
SIGNING AND STRIPING PLAN SS1.1 27 FOR REVIEW ONLY. NOT FOR BID.278 34 35 NOT FOR BID

UKIAH SENIOR CENTER LEGEND

RECTANGULAR RAPID FLASHING
BEACON PLAN SS1.2 28 34

CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT

CLAY STREET & LESLIE STREET

CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA
(707) 542-9500
W-Trans
490 Mendocino Avenue #201
Santa Rosa, CA 95401 LESLIE ST TWO NEW RRFB DETAILS TO COME FROM TAPCOFOR REVIEW ONLY. NOT FOR BID.29 35 NOT FOR BID

E. CLAY ST
GREAT

REDWOOD TRAIL
S. MAIN ST

COURTHOUSE
BLVD 0.91.21.5 1.92.22.32.22.01.8 2.72.6 2.52.2 1.8 1.51.10.9

0.5 0.8 1.1 1.3 1.2 0.9

0.4 0.7 1.1 1.5 1.4 1.1

0.4 0.6 0.9 1.3 1.4 1.2

0.4 0.5 0.8 1.0 1.2 1.2

0.4 0.5 0.6 0.8 0.9 1.0

0.5 0.5 0.6 0.7 0.7 0.7

0.7 0.7 0.7 0.7 0.7 0.6

0.9 0.9 0.8 0.8 0.7 0.6 0.6

1.1 1.0 0.9 0.8 0.8 0.7 0.6

1.1 1.1 1.0 0.9 0.8 0.7 0.6

1.2 1.2 1.1 1.1 0.9 0.8 0.7

1.3 1.3 1.2 1.2 1.1 0.9 0.7

1.4 1.4 1.4 1.3 1.2 1.0 0.8

1.5 1.5 1.5 1.4 1.3 1.1 0.9

1.6 1.6 1.5 1.4 1.3 1.1 1.0

1.5 1.5 1.5 1.4 1.3 1.2 1.0

1.3 1.3 1.3 1.2 1.2 1.1 1.0

1.0 1.0 1.0 1.0 1.0 1.0 0.9

0.8 0.8 0.8 0.8 0.9 0.9 0.8

0.7 0.7 0.7 0.7 0.7 0.7 0.8

0.7 0.7 0.7 0.7 0.6 0.6 0.7

0.9 0.8 0.9 0.9 0.7 0.6 0.6

0.9 0.8 0.9 1.0 1.0 0.7 0.6

0.9 0.9 0.9 1.0 1.0 0.8 0.6

0.9 0.9 0.9 0.9 0.9 0.9 0.7

0.8 0.8 0.9 0.9 0.9 0.9 0.7

0.9 0.9 0.9 0.9 0.9 0.9 0.7

0.9 0.9 0.9 1.0 1.0 0.9 0.7

0.9 0.9 1.0 1.1 1.1 0.8 0.6

1.0 1.0 1.0 1.1 0.9 0.7 0.7

1.0 1.0 0.9 0.8 0.7 0.7 0.7

0.9 0.9 0.8 0.8 0.8 0.8 0.8

1.0 1.0 1.0 0.9 0.9 0.9 0.8

1.2 1.2 1.1 1.1 1.1 1.0 0.9

1.4 1.4 1.3 1.3 1.2 1.0 0.9

1.6 1.5 1.5 1.4 1.2 1.1 0.9

1.6 1.5 1.5 1.4 1.3 1.1 0.9

1.5 1.5 1.4 1.4 1.3 1.1 0.9

1.5 1.4 1.4 1.3 1.3 1.2 0.9

1.4 1.4 1.3 1.3 1.3 1.2 0.9

1.4 1.3 1.3 1.3 1.3 1.2 1.0

1.4 1.3 1.3 1.4 1.4 1.3 1.1

1.4 1.4 1.5 1.5 1.5 1.5 1.3

1.4 1.5 1.6 1.6 1.6 1.5 1.3

1.5 1.6 1.7 1.7 1.8 1.7 1.4

1.6 1.8 1.9 1.9 1.8 1.6 1.3

1.6 1.8 2.0 2.0 1.8 1.5 1.2

1.6 1.8 1.9 1.9 1.7 1.4 1.1

1.6 1.8 2.0 1.9 1.8 1.4 1.1

1.5 1.8 1.9 2.0 1.8 1.5 1.2

1.5 1.6 1.7 1.7 1.7 1.6 1.4

1.4 1.5 1.6 1.5 1.6 1.5 1.3

1.2 1.3 1.4 1.4 1.4 1.4 1.2

1.2 1.1 1.2 1.3 1.3 1.3 1.1

1.1 1.1 1.1 1.1 1.1 1.1 0.9

1.1 1.0 1.0 1.0 1.0 0.9 0.7

1.0 1.0 1.0 1.0 0.9 0.8 0.6

1.0 1.0 0.9 0.9 0.9 0.8 0.5

1.0 0.9 0.9 0.9 0.8 0.7 0.5

1.0 0.9 0.9 0.8 0.7 0.6 0.4

1.0 0.9 0.8 0.8 0.7 0.6 0.4

0.9 0.9 0.8 0.7 0.6 0.5 0.4

0.9 0.9 0.8 0.7 0.6 0.5 0.4

1.0 1.0 0.9 0.7 0.6 0.5 0.4

1.2 1.1 1.0 0.9 0.7 0.6 0.5

1.4 1.4 1.3 1.1 0.8 0.7

1.4 1.6 1.6 1.3 1.1 0.9

1.3 1.7 1.8 1.6 1.3 1.1

1.3 1.6 1.8 1.8 1.6 1.5 0.5 0.5 0.6 0.7 1.0 1.2 1.3 1.2 1.0 1.2 1.3 1.2 1.0 0.7 0.6 0.7 0.7 0.7 0.8 1.0 1.2 1.5 1.5 1.3 1.5 1.4 1.2 1.0 0.8 0.7 0.6 0.6 0.6 0.6 0.7 0.9 1.1 1.3 1.2 1.0 1.0 0.9 0.9 0.8 0.9 1.1 1.3 1.5 1.3 1.5 1.4 1.1 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 1.2 1.4 1.4 1.4 1.3 1.3 1.3 1.2 0.9 0.7 0.5 0.4 0.4 1.4 1.3 1.1 0.9 0.8 0.9 1.0 1.1 1.1 1.1 1.1 1.0 0.9 0.9 1.0 1.2 1.2 1.2 1.1 1.0 1.0 1.1 1.4 1.6 1.7 1.7 1.6 1.4 1.2 0.9 0.8 0.6 0.6 0.5 0.4 0.3 1.5 1.4 1.2 0.9 0.8 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.9 1.1 1.3 1.5 1.6 1.6 1.5 1.2 1.1 1.1 1.2 1.4 1.4 1.5 1.4 1.3 1.1 1.0 0.9 0.9 0.8 0.7 0.6 0.5 0.4 0.3 1.2 1.3 1.2 1.0 0.7 0.6 0.5 0.5 0.6 0.6 0.6 0.7 0.9 1.2 1.4 1.5 1.6 1.5 1.5 1.4 1.1 1.0 1.0 1.0 1.0 1.1 1.1 1.0 1.0 1.0 1.1 1.2 1.2 1.1 1.0 0.7 0.5 0.3 0.7 0.9 1.2 1.2 1.2 1.2 1.2 1.3 1.3 1.1 0.9 0.8 0.7 0.8 0.8 0.8 0.9 1.0 1.2 1.4 1.5 1.5 1.5 1.3 1.0 0.7 0.4 0.8 0.6 0.5 0.6 0.6 0.6 0.8 1.0 1.2 1.4 1.4 1.4 1.4 1.4 1.2 0.8 1.2 1.1 1.1 1.1 1.2 1.2 0.9

0.5 0.5

0.6 0.8

1.0 1.3

1.3 1.2

1.2 1.3

1.5 1.5

1.3 1.2

1.2 1.1

1.1 1.2

1.2 1.1

0.8 0.5

0.4 0.3

0.3 0.3

0.3 0.3

0.3 0.3

0.4 0.4

0.5 0.5

0.6 0.7

0.9 1.1

1.3 1.2

1.1 1.1

1.2 1.3

1.2 0.9

0.7 0.6

0.6 0.6

0.7 0.7

0.8 0.9

1.1 1.4

1.5 1.6

1.7 1.8

1.8 1.7

1.4 1.2

1.3 1.2

1.3 1.1

0.8 0.6

0.4 0.4

0.3 0.4

0.3 0.3

0.3 0.4

0.5 0.7

0.9 1.2

1.4 1.4

1.5 1.4

1.3 1.0

0.8 0.6

0.4 0.4

0.4 0.4

0.4 0.4

0.4 0.4

0.3 0.4

0.5 0.6

0.9 1.2

1.2 1.2

1.1 1.2

1.3 1.2

0.9 0.7

0.6 0.6

0.6 0.6

0.7 0.7

0.8 1.0

1.2 1.4

1.5 1.5

1.6 1.5

1.4 1.2

0.9 0.8

0.7 0.8

0.8 0.9

0.9 1.0

1.0 1.1

1.4 1.6

1.9 1.9

2.1 2.1

1.9 1.6

1.2 1.4

1.5 1.5

1.5 1.3

1.0 0.8

0.6 0.5

0.5 0.4

0.5 0.5

0.4 0.4

0.4 0.5

0.6 0.8

1.1 1.3

1.5 1.4

1.4 1.2

0.9 0.7

0.5 0.5

0.5 0.5

0.6 0.7

0.6 0.6

0.5 0.5

0.4 0.5

0.6 0.8

1.1 1.4

1.5 1.3

1.5 1.4

1.1 0.9

0.7 0.7

0.7 0.8

0.9 1.0

1.1 1.1

1.1 1.2

1.3 1.5

1.6 0.8

0.9 1.1

1.2 1.3

1.4 1.3

1.2 1.2

1.3 1.5

1.7 1.8

2.1 2.1

2.1 1.8

1.0 1.0

1.1 1.2

1.3 1.3

1.3 1.3

1.3 1.2

1.0 0.8

0.6 0.5

0.5 0.5

0.6 0.5

0.5 0.5

0.6 0.7

0.9 1.2

1.3 1.3

1.4 1.3

1.3 1.2

1.0 0.8

0.6 0.5

0.5 0.5

0.6 0.5

0.5 0.5

0.5 0.5

0.6 0.8

1.0 1.3

1.4 1.3

1.3 1.1

0.9 0.7

0.6 0.6

0.6 0.7

0.7 0.7

0.7 0.6

0.5 0.5

0.6 0.6

0.8 1.0

1.1 1.1

1.0 0.9

0.7 0.6

0.5 0.6

0.7 0.8

0.9 1.0

1.0 0.9

1.4 1.2

1.0 0.8

0.7 0.8

0.9 1.2

1.4 1.3

1.5 1.4

1.2 1.1

1.2 1.2

1.3 0.9

1.1 1.3

1.6 1.5

1.7 1.6

1.4 1.3

1.2 1.2

1.4 1.6

1.9 2.0

2.0 1.8

1.0 1.0

1.0 1.1

1.4 1.5

1.5 1.5

1.4 1.2

0.9 0.8

0.7 0.7

0.8 0.8

0.9 0.8

0.8 0.7

0.7 0.7

0.8 1.1

1.4 1.5

1.5 1.5

1.5 1.2

0.9 0.8

0.7 0.7

0.8 0.9

0.9 0.9

0.8 0.7

0.6 0.5

0.5 0.6

0.7 0.9

1.0 1.0

0.9 0.8

0.7 0.6

0.6 0.7

0.9 1.0

1.1 1.1

1.0 0.8

0.7 0.6

0.5 0.5

0.6 0.6

0.7 0.7

0.6 0.6

0.5 0.5

0.5 0.7

0.9 1.1

1.3 1.3

1.4 1.3

0.9 0.9

0.7 0.7

0.7 0.9

1.1 1.4

1.6 1.4

1.6 1.5

1.4 1.1

1.0 0.9

0.9 0.9

0.8 0.7

0.7 0.7

0.9 1.2

1.4 1.5

1.5 1.5

1.5 1.4

1.3 1.1

1.1 1.2

1.5 1.7

1.6 1.6

1.6 1.0

0.9 0.8

1.0 1.2

1.4 1.3

1.4 1.3

1.0 0.8

0.7 0.8

0.9 1.1

1.2 1.2

1.3 1.1

0.9 0.8

0.7 0.8

0.9 1.1

1.3 1.3

1.4 1.2

1.0 0.8

0.7 0.8

0.9 1.1

1.3 1.2

1.3 1.1

0.9 0.7

0.6 0.5

0.5 0.5

0.6 0.6

0.7 0.6

0.6 0.6

0.6 0.7

0.9 1.2

1.4 1.4

1.5 1.4

1.1 0.8

0.6 0.5

0.4 0.4

0.4 0.4

0.5 0.4

0.4 0.4

0.5 0.6

0.7 1.0

1.3 1.4

1.4 1.4

1.4 1.2

0.9 0.7

0.5 0.4

0.4 0.5

0.6 0.6

0.7 0.6

0.6 0.6

0.6 0.7

0.9 1.2

1.3 1.3

1.3 1.3

1.3 1.3

1.1 0.9

0.7 0.6

0.6 0.5

0.5 0.6

0.7 0.9

1.2 1.3

1.2 1.1

1.1 1.2

1.3 1.2

1.0 1.0

1.0 1.3

1.0 0.8

0.7 0.7

0.8 0.9

1.0 1.0

0.9 0.8

0.7 0.7

0.9 1.1

1.4 1.5

1.4 1.5

1.4 1.2

0.9 0.7

0.7 0.7

0.8 0.9

0.9 0.9

0.8 0.8

0.7 0.7

0.9 1.1

1.4 1.5

1.3 1.5

1.4 1.1

0.8 0.6

0.5 0.4

0.4 0.4

0.4 0.5

0.4 0.4

0.5 0.6

0.8 1.0

1.3 1.4

1.5 1.4

1.4 1.2

1.0 0.7

0.5 0.4

0.3 0.3

0.3 0.3

0.3 0.3

0.3 0.4

0.6 0.8

1.1 1.2

1.2 1.2

1.2 1.2

1.2 1.0

0.7 0.5

0.4 0.3

0.3 0.4

0.4 0.4

0.4 0.4

0.4 0.5

0.6 0.9

1.2 1.2

1.0 0.7

0.9 0.8

0.6 0.6

0.6 0.6

0.6 0.6

0.6 0.6

0.6 0.7

0.9 1.2

1.3 1.4

1.3 1.4

1.4 1.2

1.0 0.7

0.6 0.6

0.6 0.6

0.6 0.6

0.6 0.6

0.6 0.7

0.9 1.2

1.3 1.3

1.3 1.3

1.3 1.2

0.9 0.6

0.5 0.4

0.3 0.3

0.3 0.3

0.3 0.3

0.4 0.6

0.8 1.1

1.2 1.2

1.1 1.1

1.2 1.2

1.0 0.7

0.5 0.4

0.3 0.2

0.2 0.2

0.2 0.2

0.3 0.4

0.5 0.8

1.0 0.7

0.6 0.5

0.4 0.4

0.4 0.4

0.4 0.4

0.5 0.7

0.9 1.2

1.2 1.1

0.9 1.0

1.1 1.2

1.0 0.7

0.5 0.4

0.4 0.4

0.4 0.4

0.4 0.4

0.5 LUMINAIRE SCHEDULE LEGEND CATALOG NUM. BUG RATING WATTAGE COLOR TEMP. OUTPUT MOUNTING HEIGHT MAST ARM LENGTH QTY. DMS5x-C-196L1150NW-G2-3 B3-U0-G2 51W 4000K 5977 lm 15 FT 2 FT 19 ESU-FA013P03230M-130 B2-U0-G2 134W 3000K 13253 lm 30 FT 6 FT 2 ESU-FA015M03230M-130 B4-U0-G2 134W 3000K 13705 lm 30 FT 6 FT 1 RECOMMENDED ILLUMINANCE LEVELS AVG. MIN. AVG:MIN MAX/MIN STREET 0.84 0.1 LESS THAN 3.5:1 LESS THAN 6.0 MIDBLOCK CROSSWALK (VERTICAL) 1.86 0.4 LESS THAN 4.0:1 N/A PHOTOMETRIC RESULTS CALC ZONE AVG. MIN. AVG:MIN MAX/MIN CLAY ST - S. MAIN ST TO G.R. TRAIL 0.92 0.3 3.1:1 7.0* CLAY ST - COURTHOUSE BLVD TO LESLIE ST 1.02 0.3 3.4:1 5.7 EB MIDBLOCK CROSSWALK (VERTICAL) 1.91 0.9 2.1:1 N/A WB MIDBLOCK CROSSWALK (VERTICAL) 1.90 0.9 2.1:1 N/A 34

CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT

CLAY STREET & LESLIE STREET

CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA
(707) 542-9500
W-Trans
490 Mendocino Avenue #201
Santa Rosa, CA 95401
ROADWAY PHOTOMETRIC EXHIBIT LT1.0 29 PROJECT NOTES (THIS SHEET ONLY): FOR REVIEW ONLY. NOT FOR BID.30 35

NOT FOR BID

W
B MV
F WS
C
E A1 A1 A2 A2 A3 A3 A3 A3 A3 A3 A3 A4 A2 A2 A2 A3 A3 A3 A4 W
C
E
WS
F
MV
B B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 1 inch = ft ( IN FEET ) GRAPHIC SCALE 0 20 40 20 34

CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT

CLAY STREET & LESLIE STREET

CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA

SHEET TITLE
X

NOT FOR CONSTRUCTION
IRRIGATION PLAN L1.0 30 IRRIGATION NOTES 1. LANDSCAPE CONTRACTOR (C-27 LICENSE) SHALL BID AND INSTALL IRRIGATION PER THESE PLANS AND SPECIFICATIONS, UNLESS GIVEN FURTHER WRITTEN INSTRUCTIONS, OR REVISED PLANS PER OWNER OR LANDSCAPE ARCHITECT. WORK INCLUDES, BUT IS NOT LIMITED TO ALL LABOR, COVERED LIABILITY INSURANCE, WORKMAN'S COMPENSATIONS, EQUIPMENT AND MATERIALS NECESSARY TO FURNISH, INSTALL AND TEST IRRIGATION SYSTEM, AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 2. COORDINATE A MINIMUM OF (2) FIELD OBSERVATIONS WITH LANDSCAPE ARCHITECT AND CALL TO PROVIDE 48 HOUR NOTICE: A. VERIFY FLAGGED HEAD AND CHALKED MAINLINE LAYOUT PRIOR TO TRENCHING OPERATIONS. ADJUST LAYOUT AS DIRECTED BY LANDSCAPE ARCHITECT. B. OBSERVE COMPLETE PLUMBING SYSTEM AND PRESSURE TEST ALL MAINLINE & LATERALS PRIOR TO ANY BACKFILLING OPERATIONS. 3. CONTRACTOR SHALL PROVIDE SUBMITTALS/CUT SHEETS TO LANDSCAPE ARCHITECT OF ALL IRRIGATION MATERIALS INCLUDING, BUT NOT LIMITED TO CONTROLLER, CONTROL WIRE, MAIN LINE PVC, VALVES, PRESSURE REDUCER, ETC. CONTRACTOR SHALL FURNISH TO OWNER KEYS TO CONTROLLER, QUICK COUPLER AND ANY SPECIAL TOOLS REQUIRED FOR MAINTENANCE OF ALL IRRIGATION COMPONENTS. 4. MANUFACTURERS DIRECTIONS AND DETAILED DRAWINGS SHALL BE FOLLOWED IN ALL CASES WHERE THE MANUFACTURERS OF COMPONENTS, USED IN THIS CONTRACT, COVER POINTS NOT SHOWN ON DRAWINGS AND SPECIFICATIONS. A. CONTRACTOR SHALL KEEP DETAILED REDLINE PLAN RECORDING INSTALLATION OF IRRIGATION SYSTEM AS IT PROGRESSES. RECORD PLAN SHALL BE DRAFTED ONTO DRAWINGS PROVIDED BY LANDSCAPE ARCHITECT, INTO AS-BUILT DRAWINGS SHOWING LOCATIONS OF POINT OF CONNECTION, LATERALS, MAIN LINES, QUICK COUPLERS, VALVES, HEADS, WIRING, ETC., FOR APPROVAL BY LANDSCAPE ARCHITECT. FOLLOWING APPROVAL, AS-BUILTS SHALL BE REDUCED TO 11X17 SIZE, COLOR CODED BY STATION, AND LAMINATED IN 6 MIL. PLASTIC. 3 REQUIRED FOR EACH CONTROLLER. B. THREE LAMINATED DETAILED IRRIGATION SCHEDULES SHOWING STATION PROGRAMMING AND RUN TIMES SHALL BE PROVIDED FOR EACH CONTROLLER AND APPROVED BY LANDSCAPE ARCHITECT; ONE WARM SEASON, ONE COOL SEASON AND ONE FOR ESTABLISHMENT PERIOD. EACH SCHEDULE SHALL BE ACCOMPANIED BY REDUCED "AS-BUILT" PLAN PERMANENTLY MOUNTED IN OR NEAR CONTROLLER. THESE SHALL BE SUBMITTED PRIOR TO ACCEPTANCE TO WORK AND AS A CONDITION OF COMMENCEMENT OF MAINTENANCE PERIOD. 5. ALL IRRIGATION EQUIPMENT TO BE INSTALLED PER COUNTY OF MENDOCINO AND STATE OF CALIFORNIA STANDARDS. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ANY AND ALL PERMITS AND INSPECTIONS AS REQUIRED. THE MATERIAL AND WORK SHALL CONFORM TO ALL APPLICABLE PROVISIONS OF THE LATEST ADDITIONS OF THE UNIFORM PLUMBING CODE AND THE NATIONAL ELECTRIC CODE. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL STATE AND LOCAL LAWS, CODES, ORDINANCES, RESTRICTIONS BEFORE BEGINNING INSTALLATION. 6. CONTRACTOR SHALL VERIFY GALLONS PER MINUTE (G.P.M.) AT POINT OF CONNECTION DOWNSTREAM OF BACKFLOW DEVICE TO BE A MINIMUM OF 60 G.P.M. AND 30 P.S.I. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WORK, FAILURE TO DO SO WILL MAKE THE CONTRACTOR LIABLE FOR ALL NECESSARY CHANGES. 7. TEST ALL PRESSURE LINES PRIOR TO BACK FILLING, UNDER STATIC PRESSURE OF 150 PSI FOR A PERIOD OF 2 HOURS. IF LEAKS DEVELOP, REPAIR SYSTEM AND REPEAT TEST UNTIL PRESSURE IS HELD. 8. ALL 120V. ELECTRIC POWER SUPPLY FOR IRRIGATION CONTROLLER SHALL BE PROVIDED AND CONNECTED TO CONTROLLER BY A LICENSED ELECTRICIAN. LANDSCAPE CONTRACTOR SHALL MAKE HARDWIRE CONNECTION FOR ALL CONTROL WIRES. CONTRACTOR SHALL INSTALL CONTROL WIRES THAT: A. CONNECTIONS BETWEEN THE CONTROLLER AND THE REMOTE CONTROL VALVES SHALL BE MADE CONTINUOUS (NO SPLICES) WITH DIRECT BURIAL COPPER WIRE 14 GA. AWG U.F. 600 VOLT. TAPE WIRES TO THE MAINLINE AT 10 FOOT INTERVALS, EXCEPT WHERE INDEPENDENTLY SLEEVED UNDER PAVING. B. PROVIDE THREE CONTINUOUS LOOP WIRES FROM THE CONTROLLER TO EACH VALVE WITH 9' LOOP, LABEL IN VALVE BOX. PROVIDE SEPARATE COLOR WIRES FOR CONTROL, COMMON AND EXTRA LOOP WIRES. CONTROL SHALL BE RED, COMMON SHALL BE WHITE AND EXTRAS SHALL BE BLACK/YELLOW. C. AN EXPANSION CURL SHALL BE PROVIDED WITHIN (3) FEET OF EACH WIRE CONNECTION IN VALVE BOX. EXPANSION CURLS SHALL BE 18 INCHES IN LENGTH AT EACH SPLICE CONNECTION AND AT EACH CONTROL VALVE, SO THAT IN CASE OF REPAIR THE VALVE BONNET CAN BE BROUGHT TO THE SURFACE WITHOUT DISCONNECTION OF THE CONTROL WIRES. D. ALL SPLICES SHALL BE MADE WATERPROOF WITH RAINBIRD SNAP-TIE WIRE CONNECTIONS OR APPROVED EQUAL. 9. THESE DRAWINGS INCLUDE A DIAGRAMMATIC DISPLAY THAT SHOWS: A. BEFORE PROCEEDING WITH ANY WORK, CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND QUANTITIES; CONTACT AND INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL CONDITION IMMEDIATELY. B. LAYOUT OF PIPING, VALVES, AND HEADS IS DIAGRAMMATIC. THERE MAY BE FIELD ADJUSTED FOR EASE OF INSTALLATION, COMMON TRENCHING, AND OPTIMUM COVERAGE. OBTAIN WRITTEN APPROVAL FOR CHANGES PRIOR TO CONSTRUCTION. C. DRIP SYMBOL IS SCHEMATIC, VERIFY PLANT QUALITIES FOR EXACT NUMBER OF EMITTERS AND LENGTH OF PIPE. ALL OFFSET, FITTINGS, SLEEVES, ETC. ARE NOT INDICATED DUE TO SCALE OF DRAWINGS, AND ARE TO BE FURNISHED AS REQUIRED. D. CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR WORK INSTALLED IN AREA WHERE WORK HAS BEEN MODIFIED WITHOUT WRITTEN APPROVAL. E. PIPE SIZES ON PLANS ARE MINIMUM ALLOWABLE. 10. FINAL LOCATION OF BACKFLOW PREVENTION DEVICE SHALL BE APPROVED BY LANDSCAPE ARCHITECT. 11. THE DRIP PORTION OF THE SYSTEM SHALL BE AUTOMATICALLY OPERATED AND CAPABLE OF OPERATING THE SYSTEM FROM 1/2 HOUR TO SEVERAL HOURS PER DAY AND PER SETTING, AND HAVE AN AUTOMATIC RAIN SHUTOFF UNIT. THE SYSTEM SHALL MEET THE FOLLOWING BASIC PARAMETERS: A. FROM THE VALVE ASSEMBLY, A 3/4 INCH SCH 40 PVC PIPE SHALL BE BROUGHT TO A 3/4 INCH PVC TEE. ALL STATIONS SHOULD BE CENTER-LOADED WHEREVER POSSIBLE, AND AT NO TIME SHALL THE WATER FLOW IN ANY PIPE EXCEED A SPEED OF 5 FEET PER SECOND. B. A 5/8" A/R PVC HOSE SHALL EXTEND FROM EACH SIDE OF THE PVC TEE. THE FLOW IN EACH OF THESE 5/8" LINES SHALL NOT EXCEED 180 GALLONS PER HOUR. A TORO NGE PC EMITTER (OR APPROVED EQUAL) SHALL BE INSTALLED INTO THIS HOSE PER THESE QUANTITIES: TWO 1/2 GALLON PER HOUR SINGLE OUTLET EMITTERS SHALL BE PLACED AT THE BASE OF EACH 1 GALLON CONTAINER, TWO 1 GALLON PER HOUR EMITTERS SHALL BE PLACED AT THE BASE OF EACH 5 GALLON CONTAINER. CAP ALL LINE ENDS WITH A BALL VALVE SO THEY MAY BE FLUSHED. USE A KB INLINE CHECK VALVE WHERE REQUIRED FOR LOW-HEAD DRAINAGE WHERE ELEVATION DIFFERENTIAL BETWEEN HEADS MAY CAUSE RUN OFF. C. THE SYSTEM SHALL BE DESIGNED ACCORDING TO TORO RECOMMENDATIONS AND FOR A WORKING PRESSURE OF 25 PSI. 12. AVOID CUTTING EXISTING ROOTS GREATER THAN 1" DIAMETER, TUNNEL UNDER ROOT WITHOUT DAMAGING CAMBIUM LAYER OF BARK. ALL TRENCHING WITHIN THE DRIPLINE OF EXISTING TREES SHALL BE DONE BY HAND, VERIFY PIPE ROUTE WITH LANDSCAPE ARCHITECT PRIOR TO TRENCHING. 13. USE SCH 40 PVC AT DRIVEWAY/ROAD CROSSING WITH 24" OF COVER. ALL SLEEVES TO BE TWICE DIAMETER OF REQUIRED PIPE AND EXTEND 12" BEYOND PAVING EDGE. SLEEVE EACH PIPE SEPARATELY AND PROVIDE SEPARATE SLEEVE FOR CONTROL WIRES. 14. THE TRENCHES SHALL NOT BE BACKFILLED UNTIL ALL REQUIRED TESTS ARE PERFORMED. BACKFILL SHALL BE WATER SETTLED OR MECHANICALLY COMPACTED IN LANDSCAPED AREAS TO A DRY DENSITY EQUAL TO ADJACENT UNDISTURBED AREAS. CONTRACTOR WILL INSTALL 3" WIDE DETECTABLE TAPE (#3 DTP, AS MANUFACTURED BY T. CHRISTY). TAPE SHALL BE INSTALLED 6" ABOVE THE IRRIGATION MAINLINE AND BE LABELED "CAUTION WATER LINE BURIED BELOW". INSTALL ABOVE ALL WATER MAIN LINES. BACKFILLING SHALL CONFORM TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER SURFACES IRREGULARITIES. IF SETTLEMENT OCCURS AND SUBSEQUENT ADJUSTMENTS ARE NECESSARY, THE CONTRACTOR SHALL MAKE ALL REQUIRED ADJUSTMENTS WITHOUT COST TO THE OWNER. 15. RISER UNITS SHALL BE ORIENTED PERPENDICULAR TO THE FINISH GRADE WITH NIPPLES OF THE SAME SIZE AS THE RISER OPENING IN THE IRRIGATION HEAD. 16. THE CONTRACTOR SHALL GUARANTEE THE IRRIGATION SYSTEM FOR A PERIOD OF 12 MONTHS. THE SYSTEM SHALL BE FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP AND THE CONTRACTOR SHALL REPAIR OR REPLACE ANY DEFECTS AND REPAIR ANY DAMAGE CAUSED BY DEFECTS FOR THE ABOVE MENTIONED TIME PERIOD AT NO COST TO THE OWNER. SUCH REPAIRS OR REPLACEMENTS SHALL BE COMPLETED WITHIN A 48 HOUR PERIOD AND IMMEDIATELY IF IT IS A SAFETY ISSUE. 17. CLEANUP SHALL BE MADE AS EACH PORTION OF WORK PROGRESSES. ALL PAVING AND WALKS SHALL BE BROOMED OR WASHED DOWN AND ANY DAMAGE SUSTAINED TO THE WORK OF OTHERS SHALL BE REPAIRED TO ORIGINAL CONDITIONS ACCEPTABLE TO THE OWNER. MWELO STATEMENT "I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION PLAN" 09/16/2026 RIC J. HENDRICKS DATE REGISTERED LANDSCAPE ARCHITECT #5094 NOTES 1. REFER TO SHEET L1.1 FOR IRRIGATION DETAILS & WELO CALCULATIONS. 2. REFER TO SHEET L1.2 FOR IRRIGATION DETAILS. 3. LATERALS SHOWN IN STREET FOR VISUAL CLARITY ONLY. PLANT TYPE AREA (SF) SUMMARY HYDROZONE TABLE: (CONTROLLER A) % OF LANDSCAPE VALVE # WATER USE HYDROZONE TABLE: (CONTROLLER A) IRRIG. METHOD AREA (SF) % OF TOTAL TOTAL TOTAL X 100.0%X 100.0% VALVE #1 VALVE #2 VALVE #3 VALVE #4 DRIP BUBBLER BUBBLER DRIP LOW LOW LOW LOW XXXX X.X% X.X% X.X% X.X% LOW WATER USE MEDIUM WATER USE HIGH WATER USE XXX X.X% X.X% X.X%

LIMIT OF WORK

LIMIT OF WORK NEW COURTHOUSE
S. MAIN STREET

LIMIT OF WORK CLAY STREET

MATCHLINE,

SEE BELOW

MATCHLINE,

SEE ABOVE

MATCHLINE,

SEE BELOW

MATCHLINE,

SEE ABOVE CLAY STREET CLAY STREET
LESLIE STREET SITE VISIBILITY TRIANGLE (20'-0"), TYP. SITE VISIBILITY TRIANGLE (20'-0"), TYP. VALVE # WATER USE HYDROZONE TABLE: (CONTROLLER B) IRRIG. METHOD AREA (SF) % OF TOTAL TOTAL X 100.0% VALVE #1 BUBBLER LOW
X X.X% PLANT TYPE AREA (SF) SUMMARY HYDROZONE TABLE: (CONTROLLER B) % OF LANDSCAPE TOTAL X 100.0% LOW WATER USE MEDIUM WATER USE HIGH WATER USE
XXX X.X% X.X% X.X% 1" SYMBOL DESC. POINT OF CONNECTION WATER METER: (PER CITY/COUNTY STANDARDS) BACKFLOW DEVICE (PER CITY/COUNTY STANDARDS) MASTER VALVE: SUPERIOR 3100 1-1/2" NORMALLY OPEN. FLOW SENSOR: IRRITROL FS-B100. ELECTRICAL CONNECTION CONTROLLER: IRRITROL MCE-8E W/P-2B PEDESTAL WEATHER SENSOR: IRRITROL CL-100-WIRELESS CLIMATE LOGIC SENSOR. REMOTE CONTROL VALVE: TORO 700 SERIES. (SIZE AS SHOWN) DRIP REMOTE CONTROL VALVE: TORO 700 SERIES W/DZK-700 DRIP KIT. (SIZE AS SHOWN) MAINLINE: SCH. 40 PVC; ALL MAINLINES & FITTINGS TO BE 1" UNLESS OTHERWISE NOTED ON PLANS. LATERAL LINE: SCH. 40 PVC; ALL LATERALS & FITTINGS TO BE 3/4" UNLESS OTHERWISE NOTED ON PLANS. FLEXIBLE DRIP LINE: SCH. 40 PVC LATERAL & RISERS W/ 5/8" POLY DRIP TUBING & END CAPS (TUBING NOT SHOWN FOR CLARITY) STREAM BUBBLER: TORO #570Z-6P PRX COM W/SB-180-PC2, SCH 40 PVC LATERALS AND RISERS. FLOOD BUBBLER: RAINBIRD 1404 WITH RWS-BC-1404; ADD SAND SOCK. SLEEVES: SCH. 40 PVC; TWICE THE SIZE AS PIPING. HYDROZONE BOUNDARY BWFE 3/4"
CWSMV 4" IRRIGATION LEGEND
FB1 F VALVE NUMBER GALLONS PER MINUTE (G.P.M.) 1" VALVE SIZE 11 1.0 35 FOR REVIEW ONLY. NOT FOR BID. L 31

NOT FOR BID

3 2
4 6
8 5 NOTES: HARDSCAPE/PAVING NON-PRESSURE LATERAL LINE SLEEVE SIZE TWICE DIAMETER OF NON-PRESSURE LATERAL LINE PRESSURE SUPPLY LINE SLEEVE- SIZE TWICE DIA. OF PRESSURE SUPPLY LINE CONTROL WIRE SLEEVE- SIZE PER PLAN. INSTALL ADJACENT TO PRESSURE SUPPLY LINE 1. ALL SLEEVES TO BE SCHEDULE 40 PVC. 2. EXTEND ALL SLEEVES 12'' BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 3. 24'' MINIMUM COVER ON MAINLINE 3'' AND LARGER. 4. WHEN SLEEVING UNDER EXISTING PAVING, REPAIR PAVING AFTER INSTALLATION. CLEAN BACKFILL- 95% COMPACTION REQUIRED SAND 18" MINIMUM
2 TYPICAL SLEEVING SCALE: N.T.S
6"
2" 6" (TYP.)
1234
56 1 3
4 56
36'' MAXIMUM 18" MIN. 9"
MIN. EXISTING BUILDING FOUNDATION
7 7 2 HORIZONTAL: 1 VERTICAL
8 8 STRIP WIRES APPROXIMATELY 5/8'' FROM END TWIST CONNECTOR UNTIL WIRE ENDS REACH BOTTOM AFTER MIXING CONTENTS OF PACK AS PER INSTRUCTIONS, CUT 1/2'' OFF END OF PACK AND INSERT CONNECTOR TO OPPOSITE END WRAP OPEN END OF PACK WITH TAPE AND LEAVE IN RAISED POSITION UNTIL RESIN JELLS. (APPROX. 8 MIN. AT 72`F.) 1234
1234 TYPICAL WIRE CONNECTIONS SCALE: N.T.S
18"
MIN.
7'' MIN
1'' MIN. 1. PILOT WIRES TO BE DIFFERENT COLOR FOR EACH VALVE. COMMON WIRES SHALL BE WHITE WITH DIFFERENT COLOR STRIPES FOR EACH AUTOMATIC CONTROLLER. 2. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL VALVES & AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCE SHOWN ON DETAIL IS FOR REFERENCE ONLY. SEE IRRIGATION PLAN FOR CORRECT VALVE SEQUENCE. 3. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER & REMOTE CONTROL VALVE UNDER 500 LINEAL FEET. AUTOMATIC SPRINKLER CONTROL UNIT SECURED WITHIN WEATHERTIGHT ENCLOSURE COMMON WIRE SHALL BE TIED INSIDE HOUSING WHEN REQUIRED ON/OFF SWITCH AND 110 VOLT EXTERIOR OUTLET TO BE PROVIDED BY CONTRACTOR WITHIN ENCLOSURE CONCRETE FOOTING -INSTALL A MIN. OF 3" ABOVE GRADE & SLOPE TOP TO DRAIN AT A MIN, OF 2% FINISHED GRADE ELECTRICAL CONDUIT TO SOURCE- (CONTROL UNIT ELECTRICAL REQUIREMENTS: 117 VOLTS, 60HZ, 2AMPS MAX.) ELECTRICAL TAPE - TAPE WIRING AT INTERVALS OF 10' O.C. (1) COMMON WIRE TO ALL RCV'S (1) CONTROL WIRE TO EACH RCV CONTROL WIRING SECURE TO CONTROL UNIT UNLESS OTHERWISE NOTED. PROVIDE PVC SLEEVE FOR WIRES. NOTES: PEDESTAL MOUNTED CONTROLLER SCALE: N.T.S. 1234
5 6
7 1 234
56 7 SECTION PLAN VIEW
12'' 12'' 12'' 12'' EDGE OF LAWN, WALK, FENCE, CURB, ETC. 1 1 2
3 23"x33" RECTANGULAR VALVE BOX
2 14"x19" RECTANGULAR VALVE BOX
3 TYPICAL QUICK COUPLING VALVE
4 4
3 NOTES: VALVE BOX INSTALLATION SCALE: N.T.S 1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING VALVE. 2. SET BOXES 1" ABOVE FINISH GRADE OR MULCH COVER IN GROUND-COVER/SHRUB AREA AND FLUSH WITH FINISH GRADE IN TURF AREA. 3. SET RVC AND VALVE BOX ASSEMBLY IN GROUNDCOVER/SHRUB AREA WHERE POSSIBLE. INSTALL IN LAWN ONLY IF GROUNDCOVER DOES NOT EXIST ADJACENT TO LAWN. 4. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 5. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOX SIDES. 6. IDENTIFY VALVE BOX WITH CONTROLLER LETTER AND VALVE NUMBER USING 1 1/2 - 2" LETTERING. MASTER CONTROL VALVE & FLOW SENSOR SCALE: N.T.S REDUCER AS REQUIRED PVC MAIN LINE TO BACKFLOW DEVICE SCHEDULE 80 NIPPLES, VALVE INLET SIZE FLOW SENSOR AS SPECIFIED WATERPROOF WIRE CONNECTORS ON 18" LOOPED WIRES 10X15 RECTANGULAR BOXES WITH 6" EXTENSIONS AS INDICATED CABLE TO CONTROLLER SENSOR TERMINAL BOARD, PER MFG. SPECIFICATIONS 3" MINIMUM DEPTH, 3/8" WASHED GRAVEL MASTER CONTROL VALVE AS SPECIFIED 1234 flow
34 5
5 6
6 7
7 8
7 84
9 6 11 10 FINISHED GRADE
2 1 10 TEN PIPE DIAMETERS NO VALVES, REDUCERS OR ELBOWS IN THIS AREA FIVE PIPE DIAMETERS 18" MIN. BELOW GRADE 11 SUPPORT BRICKS (4) TOTAL EACH BOX 9 6 flow
3" MIN
2 PRESSURE REGULATOR
MIN
3"
1"
1 1
2 2
3 3
4 TO EMITTER BOX
4 5 FINISH GRADE
5 6
6 "Y" STRAINER
7 7 DRIP IRRIGATION VALVE SCALE: N.T.S. ELECTRIC VALVE MANUFACTURER & MODEL AS INDICATED IN LEGEND, OR APPROVED EQUAL VALVE BOX MANUFACTURER & MODEL AS INDICATED IN LEGEND, OR APPROVED EQUAL 3/4'' WASHED AGGREGATE OR GRAVEL 8 SUPPORT BRICKS (4) TOTAL
8 GOPHER WIRE, STAPLED TO BOX WALLS @ 3" O.C.
9 9
MIN
4"
1 TYPICAL TRENCHING SCALE: N.T.S NOTES:
12" MIN.
18" MIN. 1. PIGTAIL AND LOOP CONTROL WIRE AT ALL 90° CHANGES IN DIRECTION. 2. PROVIDE A MINIMUM 10 FEET SEPARATION BETWEEN POTABLE AND RECLAIMED MAINLINE PIPING. 3. 24" MINIMUM COVER ON 3" MAINLINE AND LARGER. CONTROL WIRES- BUNDLE AND TAPE AT 10' O.C. AND INSTALL ADJACENT TO PRESSURE SUPPLY LINE CLEAN BACKFILL- 95% COMPACTION REQUIRED FINISH GRADE NON-PRESSURE LATERAL LINE SNAKE PIPE IN TRENCH PRESSURE SUPPLY LINE SNAKE PIPE IN TRENCH PROVIDE 2'' MIN. OF CLEAN BACKFILL 1 2
123
3 4
4 5
56 6
36" MAX. 18" MIN. EXISTING BUILDING FOUNDATION
7 7 6" TYP.
9"
MIN. 2 HORIZONTAL: 1 VERTICAL
8 8
7 34

CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT

CLAY STREET & LESLIE STREET
CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA NOT FOR CONSTRUCTION L1.1 31 IRRIGATION DETAILS APPROVED WATERPROOF WIRE CONNECTORS (TYPICAL) LOOP THIRTY-SIX (36) INCHES EXCESS WIRE INTO EACH SINGLE BOX AND INTO ONE VALVE BOX IN EACH GROUP OF VALVES. ELECTRIC CONTROL VALVE MANUFACTURER AND MODEL AS INDICATED IN LEGEND, OR APPROVED EQUAL. 3 2
1 1 REMOTE CONTROL VALVE ASSEMBLY SCALE: N.T.S 1"
3 2
4 4 VALVE BOX
5 PVC SCH. 80 PIPE
5 6 PVC SxS 90 ELL
6 7 SUPPORT BRICKS (4) TOTAL
75 8 PVC TxS MALE ADAPTER (TYPICAL)
89 CONTROL WIRES TO CONTROLLER
9 10 10 FINISH GRADE 11 11 MAINLINE TO COUPLING LINE SIZED PVC TEE TO COMPRESSION COUPLING 1213 MAINLINE 12 13 14 34" WASHED AGGREGATE OR GRAVEL 14 15 COUPLING W/ THREADED CAP AT EACH END. LOCATE COUPLING UP AND DOWN STREAM OF PVC TEE 15 COMMON WIRES TO VALVES ON SAME CONTROLLER 1617 EXISTING MAINLINE 16 17 LOWER LATERAL LINE WITH 40 PVC 45° ELBOWS 18 1819 19 SCH. 80 PVC UNION 12" 6"
6"-8"
6"
35 FOR REVIEW ONLY. NOT FOR BID. L 32

NOT FOR BID

121. (2) 1/2 GAL./HR EMITTERS PER 1 GALLON CONTAINER 2. (2) 1 GAL./HR EMITTERS PER 5 GALLON CONTAINER 3. (3) 1 GAL./HR EMITTERS PER 15 GALLON CONTAINER 4. LAYOUT ON PLAN IS SCHEMATIC. VERIFY PLANT QUANTITIES FOR TOTAL NUMBER OF EMITTERS. END CAP DETAIL 6" MAX.
2" MIN. 3/4" PVC LATERAL TEE UP TO DRIP TUBING AUTOMATIC FLUSH VALVE 5/8" FLEXIBLE DRIP TUBING FINISH GRADE 6" ROUND VALVE BOX BRICK SUPPORTS (3) 18" PEA GRAVEL COMPRESSION ELBOW 1 2344 67 5 1234567 12 8 DRIP EMITER 49 9 EDGE OF PLANT ROOTBALL 10 MAIN STEM OR TRUNK 108211 11 MULCH 41313 12 5/8" DRIP ADAPTER 13 FLEXIBLE DRIP LINE SCALE: N.T.S. NOTES:
6" 1. INSTALL PRODUCT SO THAT THE LID IS EVEN WITH FINISH GRADE OR TOP OF MULCH. 2. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD 3/4" GRAVEL UNDER AND AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION AND ROOT PENETRATION. 3. ONCE PRODUCT HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID. PLACE POP-UP STREAM BUBBLER AT EDGE OF ROOTBALL OUTSIDE BERM ROUTE LATERAL LINE AROUND ROOT BALL AT EDGE OF PLANTING PIT PLACE POP-UP FLOOD BUBBLER AT EDGE OF ROOTBALL INSIDE BERM 2" BERM AT EDGE OF PLANTING PIT TO FORM BASIN SAND SOCK INSIDE BASIN FURTHEST AWAY FROM CURB OR HIGH SIDE OF SLOPE PLACE FIRM SOIL IMMEDIATELY AROUND TUBE FLOOD BUBBLER IN FIXED RISER LOW DENSITY PIPE OR POLYETHTLENE PIPE 14" MIN. / 24" MAX. 1 FINISH GRADE 12 3 2 PVC LATERAL LINE 3 ROOTBALL 2 1 4 45 5 6 67 78 8 9 910 10 11 11 NOTES: TREE DEEP ROOT WATERING SCALE: N.T.S 34

CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT

CLAY STREET & LESLIE STREET
CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA NOT FOR CONSTRUCTION L1.2 32

IRRIGATION DETAILS
35 FOR REVIEW ONLY. NOT FOR BID. 33L

NOT FOR BID

1 inch = ft ( IN FEET ) GRAPHIC SCALE 0 20 40 20 34

CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT

CLAY STREET & LESLIE STREET
CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA NOT FOR CONSTRUCTION 33L2.0 PLANTING PLAN 1 PHO MAO 5 GAL. 17 MON VIL 1 GAL. 5 CIS SUN 1 GAL. MWELO STATEMENT "I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE PLANTING PLAN" 09/16/2026 RIC J. HENDRICKS DATE REGISTERED LANDSCAPE ARCHITECT #5094 PLANTING NOTES 1. CONTRACTOR SHALL BID AND INSTALL PLANTING MATERIALS PER THESE PLANS AND SPECIFICATIONS, UNLESS GIVEN FURTHER WRITTEN INSTRUCTIONS, OR WRITTEN INSTRUCTION BY LANDSCAPE ARCHITECT. WORK INCLUDES, BUT IS NOT LIMITED TO ALL LABOR, GENERAL LIABILITY INSURANCE, WORKMAN'S COMPENSATION, EQUIPMENT, AND MATERIALS NECESSARY TO FURNISH, INSTALL AND GUARANTEE PLANTING, AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 2. COORDINATE FIELD OBSERVATIONS WITH LANDSCAPE ARCHITECT (MINIMUM 2 VISITS), CALL TO PROVIDE 48 HOUR NOTICE. A. REVIEW FINISHED GRADE W/ LANDSCAPE ARCHITECT PRIOR TO PLANT PLACEMENT. ALL PLANTS SHALL BE INSPECTED BY ARBORIST/ LANDSCAPE ARCHITECT FOR HEALTH, PESTS AND SIZE PRIOR TO LAYOUT. B. LAYOUT PLANTINGS FOR APPROVAL IN FULL QUANTITIES, PRIOR TO DIGGING HOLES. ADJUST LAYOUT AS DIRECTED BY LANDSCAPE ARCHITECT. 3. CONTRACTOR SHALL PROVIDE SUBMITTALS/SAMPLES TO LANDSCAPE ARCHITECT OF ALL SPECIMEN TREES (PHOTOGRAPHS WITH HUMAN SCALE), SOIL, MULCH, STAKES, TIES, AGRIFORM TABLETS, GRASS PAVE MATERIALS, STEEL EDGING, AND OTHER MATERIALS. 4. ALL WORK SHALL CONFORM TO THE LATEST APPLICABLE MENDOCINO COUNTY WATER AGENCY ORDINANCES RELATING TO PLANTING AND IRRIGATION. ALL PLANT MATERIALS TO BE INSTALLED PER CITY OF UKIAH STANDARDS AND PLANTING DETAILS. THE PLANT MATERIALS SHALL CONFORM TO THE PLANT LEGEND SPECIFICATION FOR SIZE & LATEST EDITION OF THE AMERICAN NURSERYMAN STANDARDS. 5. PRIOR TO REMOVING ANY PLANTS, CONTRACTOR SHALL OBTAIN APPROVAL OF OWNER AND LANDSCAPE ARCHITECT TO DETERMINE SPECIMENS TO REMAIN OR BE TRANSPLANTED. ALL PLANTING AREAS ARE TO BE FREE OF DELETERIOUS MATERIALS AND WEEDS PRIOR TO PLANTING. 6. A SOIL FERTILITY TEST SHALL BE REQUIRED FOR REVIEW BY THE LANDSCAPE ARCHITECT AFTER GRADING IS COMPLETE AND BEFORE ANY PLANT WORK. A SOIL TEST SHALL BE PERFORMED TO DETERMINE THE FINAL AMENDMENT AND FERTILIZER FORMULA. THE SOILS REPORT CONDUCTED BY WAYPOINT ANALYTICAL, (408) 727-0330, UNLESS OTHERWISE APPROVED) MUST CONTAIN THE FOLLOWING INFORMATION: A. SOIL PERMEABILITY RATE IN INCHES PER HOUR B. SOIL TEXTURE TEST C. CATION EXCHANGE CAPACITY D. SOIL FERTILITY INCLUDING TESTS FOR NITROGEN, POTASSIUM, PHOSPHOROUS, PH, ORGANIC MATTER E. TOTAL SOLUBLE SALTS AND SODIUM CONTENT F. CONTRACTOR TO REQUEST A "BAY-FRIENDLY" RECOMMENDATION FOR AMENDMENTS TO THE PLANTING AREA SOIL 7. A MINIMUM OF 8" OF NON-MECHANICALLY COMPACTED SOIL SHALL BE AVAILABLE FOR WATER ABSORPTION AND ROOT GROWTH IN PLANTED AREAS. WITHIN THE LIMITS OF NEW PLANTING AREAS, THE TOP 12" OF EXISTING SOIL OR TO THE EXTENT OF EXISTING TOPSOIL, WHICH EVER IS LESS, SHALL BE STRIPPED AND STOCKPILED ON THE SITE FOR RE-USE. ALL PLANTING AREAS TO BE TILLED SO THAT SOIL IS LOOSE AND NOT COMPACTED. ALL PLANTING BEDS TO RECEIVE A MINIMUM OF 12" OF APPROVED TOPSOIL. TO PREPARE PLANTING BEDS AND LAWN AREAS, CULTIVATE INTO TOP 12" OF SOIL: 6 CUBIC YARDS OF ORGANIC COMPOST PER 1,000 SQUARE FEET. COMPOST IS TO HAVE THE US COMPOSTING COUNCIL'S SEAL OF TESTING ASSURANCE (STA) AND THE ORGANIC MATERIALS REVIEW INSTITUTE (OMRI) LISTING. INCORPORATE COMPOST OR NATURAL FERTILIZER INTO THE SOIL TO A MINIMUM DEPTH OF 8" AT A MINIMUM RATE OF 6 CUBIC YARDS PER 1000 SQUARE FEET OR PER SPECIFIC AMENDMENT RECOMMENDATIONS FROM A SOILS LABORATORY REPORT. ANY ADDITIONAL AMENDMENTS SHALL BE CERTIFIED ORGANIC BY OMRI. 8. ALL PLANT LOCATIONS TO BE CONFIRMED IN THE FIELD BY THE LANDSCAPE ARCHITECT. CONTRACTOR IS TO COORDINATE ALL PLANTING WITH UTILITY LOCATIONS NOT SHOWN ON THIS PLAN. ANY CONFLICTS BETWEEN LOCATIONS OF PROPOSED PLANTING AND SITE UTILITIES OR LIGHTING TO BE CALLED TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 9. LAYOUT OF PLANTINGS IS DIAGRAMMATIC AND MAY NEED FIELD ADJUSTMENT FOR EXISTING SITE CONDITIONS NOT SHOWN ON PLANS, OR AS DIRECTED BY THE LANDSCAPE ARCHITECT. ADJUSTMENTS WILL BE MADE FOR VIEWS, ACCESS, ETC. ALL PLANTINGS SHALL BE FIELD ADJUSTED TO MEET THE MINIMUM STATE REGULATIONS FOR PLANTING AND MAINTAINING A FIRE DEFENSIBLE SPACE, DEPT. OF FORESTRY. PLANT QUANTITIES ARE FOR INFORMATIONAL USE ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PLANTS AS SHOWN ON THE DRAWINGS. 10. PLANTS SHALL BE SUFFICIENTLY ROOTED TO THE EDGE OF THE CONTAINER AND TO AN EXTENT SUFFICIENT TO HOLD THE ROOTBALL INTACT WHEN REMOVED FROM THE CONTAINER. NO PLANTS SHALL BE ACCEPTABLE THAT SHOW SIGNS OF CIRCLING OR GIRDLING OF ROOTS, OR ANY OTHER ROOT-BOUND CONDITION. PLANTS SHALL BE FREE FROM ALL PESTS AND DISEASES. 11. ALL PLANTS SHALL BE PLACED IN A TRIANGULAR SPACED PATTERN, UNLESS OTHERWISE SPECIFIED. 12. EXCAVATE PLANTING PITS 1" LESS THAN THE DEPTH OF THE PLANT CONTAINER AND TWO TIMES THE WIDTH OF THE PLANT CONTAINER. PREPARE HOLE BACKFILL MATERIAL BY USING 1 PART EXISTING SOIL TO 1 PART ORGANIC COMPOST. THOROUGHLY MIX THIS COMBINATION BEFORE BACKFILLING. SET PLANT PLUMB IN PLANTING PIT AND BRACE RIGIDLY IN POSITION, TAMPING BACKFILL MIX SOLIDLY AROUND THE BALL AND ROOTS. PLACE TOP OF ROOTBALL 1" ABOVE SURROUNDING GRADE. (SEE PLANTING DETAILS FOR TREES, SHRUBS AND GROUNDCOVERS ON THIS SHEET). DO NOT OVER COMPACT SOIL. 13. ALL TREES ARE TO BE STAKED AND TREES AND SHRUBS ARE TO HAVE WATERING BASINS. ALL TREES CLOSER THAN 8'-0" TO BUILDINGS, WALKS, PAVING, CURBS OR FOOTINGS SHALL BE INSTALLED WITH A DEEP ROOT BARRIER. USE DEEP ROOT BARRIER, TYPE UB 24-2 PER MANUFACTURER'S RECOMMENDATIONS. 14. AFTER PLANTING, WATER NEW PLANTINGS DEEPLY AND THOROUGHLY. 15. A MINIMUM 3" LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT IN TURF AREAS, CREEPING OR ROOTING GROUNDCOVERS OR DIRECT SEEDING APPLICATIONS. MULCH SHALL BE "WOOD CHIPS" FROM SEQUOIA LANDSCAPE MATERIALS (707-527-5512), NATURAL COLOR OR EQUIVALENT. 16. THE CONTRACTOR SHALL MAINTAIN THE PLANTING AND IRRIGATION INSTALLATIONS FOR 60 DAYS FROM THE DATE OF FINAL ACCEPTANCE. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR A MINIMUM PERIOD OF 6 MONTHS FROM DATE OF FINAL ACCEPTANCE. NOTES 1. REFER TO SHEET L2.1 FOR PLANTING DETAILS. 4 CER OKL 24" BOX 15 MON VIL 1 GAL. 3 CER OKL 24" BOX 3 PIS CHI 24" BOX ABBREV. BOTANICAL NAME COMMON NAME WUCOLS SIZE QTY REMARKS/SPACING TREES ^CER OKL CERCIS 'OKLAHOMA' EASTERN REDBUD M 24" BOX 17 SINGLE TRUNK, MAX 18' HIGH ^PIS CHI PISTACIA CHINENSIS CHINESE PISTACHE L 24" BOX 5 SINGLE TRUNK, MAX 35' HIGH NYS SYL NYSSA SYLVATICA TUPELO M 24" BOX 4 SINGLE TRUNK, MAX 50' HIGH SHRUBS *ACH MIL ACHILLEA MILLEFOLIUM YARROW L 1 GAL. 31 18" O.C. SPACING CIS SUN CISTUS 'SUNSET' MAGENTA ROCKROSE L 1 GAL. 5 5' O.C. SPACING *EPI CAN EPILOBIUM CANUM CAL. FUSCHIA L 1 GAL. 20 3' O.C. SPACING MON VIL MONARDELLA VILLOSA COYOTE MINT VL 1 GAL. 32 18" O.C. SPACING PHO MAO PHORMIUM 'MAORI QUEEN' NEW ZEALAND FLAX L 5 GAL. 1 4' O.C. SPACING GRASSES *BOU GRA BOUTELOUA GRACILIS BLUE GRAMA L 1 GAL. 61 2' O.C. SPACING *MUH RIG MUHLENBERGIA RIGENS DEER GRASS L 1 GAL. 7 4' O.C. SPACING GROUNDCOVERS MYOPORUM P. 'PINK' PINK MYOPORUM L 1 GAL. - 7' O.C. SPACING *BASMAA RECOMMENDED BIORETENTION PLANTS ^SPECIES IS PRESENT ON UKIAH REQUIRED STREET TREE LIST. PLANTING LEGEND (SHEET L2.0) 1 PIS CHI 24" BOX

LIMIT OF WORK

LIMIT OF WORK NEW COURTHOUSE
S. MAIN STREET

LIMIT OF WORK CLAY STREET

MATCHLINE,

SEE BELOW

MATCHLINE,

SEE ABOVE

MATCHLINE,

SEE BELOW

MATCHLINE,

SEE ABOVE CLAY STREET CLAY STREET
LESLIE STREET SITE VISIBILITY TRIANGLE (20'-0"), TYP. SITE VISIBILITY TRIANGLE (20'-0"), TYP. 4 CER OKL 24" BOX 31 ACH MIL 1 GAL. 43 BOU GRA 1 GAL. 13 EPI CAN 1 GAL. 4 CER OKL 24" BOX 4 MUH RIG 1 GAL. 3 MUH RIG 1 GAL. 18 BOU GRA 1 GAL. 1 PIS CHI 24" BOX 7 EPI CAN 1 GAL. 1 NYS SYL 24" BOX 2 CER OKL 24" BOX 3 NYS SYL 24" BOX CONSTRUCTION LEGEND MATERIAL SCHEDULE 1 DETAIL REFERENCE SHEET NUMBER 1 L1.0 COBBLE PAVING - COBBLE TO BE 4" TO 6" WITH TBD COLOR. 1 REFER TO MATERIAL SCHEDULE 1 COBBLE PAVING NON-WALKABE SURFACE 5L2.1 35 FOR REVIEW ONLY. NOT FOR BID. L 34

NOT FOR BID

132 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. THE TOP OF THE BARRIER PANELS MUST BE SLIGHTLY ABOVE GRADE (NEVER BELOW GRADE) 3. POSITION BARRIER PANELS VERTICALLY WITH TOP AGAINST THE STRUCTURE TO BE PROTECTED 4. ALL TREES WITHIN 10' (OR PER LOCAL CODES) OF PAVING, WALLS, BUILDINGS OR UTILITIES SHALL RECEIVE ROOT BARRIER. SCALE: LINEAR ROOT BARRIER N.T.S. 1245 FINISH GRADE 3 ROOT BARRIER CONCRETE CURB NEW OR EXISTING TREE NATIVE BACKFILL 1243 5 NOTES: 4 1 NOTES: 2 EQUAL EQUAL EQUAL 12 EQUALTYPICAL PLANT SPACING VARIES - SEE PLANT LEGEND AND/OR PLANS EDGE OF PLANTING AREA 1. ALL PLANTS SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. 2. AS APPROPRIATE, CENTERLINE OF PLANTS SHALL BE 1/2 OF EQUAL SPACING MINIMUM FROM EDGE OF PLANTING AREA. 3. INFILL PLANTS AS REQUIRED TO MAINTAIN SPACING AT IRREGULAR EDGES. 4. FOR ADDITIONAL INFORMATION REFER TO PLANTING NOTES AND SPECIFICATIONS. GROUNDCOVER SPACING SCALE: N.T.S 1 NOTES: FINISH GRADE 4 ROOTBALL 32 321 BACKFILL IN ACCORDANCE WITH PROJECT AGRICULTURAL SUITABILITY SOILS REPORT 1. CROWN OF ROOTBALL TO BE 1/2"-1" ABOVE FINISH GRADE. 2. FOR ADDITIONAL INFORMATION REFER TO PLANTING NOTES AND SPECIFICATIONS. A SHALLOW BASIN 2" DEEP SHALL BE FORMED AROUND ROOTBALL BELOW FINISH GRADE ℄

DEPTH OF
CONTAINER 2X DIAMETER OF ROOT BALL SHRUB PLANTING SCALE: 1" = 1'-0" 4 NOTES:12 12-18'' 2
6'' PREVAILING WINDS 45 34 76 65 FINISH GRADE ROOTBALL 7 12-18'' 12" DEPTH OF
CONTAINER MIN. 1 ROOTBALL SCALE: 2 x DIAMETER 3 (DOUBLE STAKE - 15 GAL. & 24" BOX) A SHALLOW BASIN 2'' DEEP SHALL BE FORMED AROUND BALL BELOW FINISH GRADE. TREES PLANTED IN TURF AREAS SHALL NOT HAVE BASINS. BACKFILL IN ACCORDANCE WITH PROJECT AGRICULTURAL SUITABILITY SOILS REPORT CINCH TIE, ARBOR TIE, OR APPROVED EQUAL 10' LODGE POLE STAKE BOTH SIDES, 'TOMAHAWK TREE STABILIZER SYSTEM' (800) 845-3343, OR APPROVED EQUAL TREES INSTALLED WITHIN TURF AREAS SHALL BE INSTALLED WITH 'ARBOR-GARD' OR APPROVED EQUAL AT BASE OF TRUNK. TREE PLANTING N.T.S. 1. CROWN OF ROOTBALL TO BE 1" ABOVE FINISH GRADE. 2. FOR ADDITIONAL INFORMATION REFER TO PLANTING NOTES AND SPECIFICATIONS. 34

CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT

CLAY STREET & LESLIE STREET
CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA NOT FOR CONSTRUCTION L2.1 34 PLANTING DETAILS COBBLE PAVING NON-WALKABLE SURFACE SCALE: 1/2" = 1'-0" 21432 6 4" TO 6" COBBLE EMBEDDED IN CONCRETE WITH 1/3 EXPOSED ABOVE THE CURB RAMP/SIDEWALK 4" CLASS A, SIX SACK, PEA GRAVEL CONCRETE 4" CLASS II AGGREGATE SUBBASE COMPACTED TO 95% R.C. SUBGRADE COMPACTED TO 95% R.C. CURB & GUTTER 321456 WIDTH VARIES, SEE PLANS 5 35 FOR REVIEW ONLY. NOT FOR BID. 35

NOT FOR BID

CITY OF UKIAH

MENDOCINO COUNTY, CALIFORNIA

SPECIAL PROVISIONS
FOR

CENTRAL UKIAH CIRCULATION

PAVEMENT REHABILITATION AND ROADWAY IMPROVEMENT PROJECT

CLAY STREET AND LESLIE STREET
SPECIFICATION NO. 23-07

CITY OF UKIAH

DEPARTMENT OF PUBLIC WORKS
300 Seminary Avenue
Ukiah, California 95482-5400
MANDATORY PRE-BID MEETING: TIME, DAY, DATE
Ukiah Civic Center, Conference Room #3, 300 Seminary Avenue, Ukiah CA 95482 Bids Open: DAY, DATE
TIME
Office of City Clerk

NOT FOR BID
ATTACHMENT 2

CITY OF UKIAH

MENDOCINO COUNTY, CALIFORNIA
CITY COUNCIL:

SUSAN SHER – MAYOR
JUAN OROZCO – VICE-MAYOR
MARI RODIN – COUNCIL MEMBER
DOUGLAS CRANE – COUNCIL MEMBER
HEATHER CRISS – COUNCIL MEMBER
SAGE SANGIACOMO – CITY MANAGER
TIM ERIKSEN – DIRECTOR OF PUBLIC WORKS / CITY ENGINEER
KRISTINE LAWLER – CITY CLERK
R. ALLEN CARTER – CITY TREASURER

CITY OF UKIAH

DEPARTMENT OF PUBLIC WORKS
SEPTEMBER 2026

NOT FOR BID

CENTRAL UKIAH CIRCULATION iii Spec No.23-07

TABLE OF CONTENTS
PAGE

NOTICE TO BIDDERS
INSTRUCTIONS TO BIDDERS...................................................................................................................... 1

GENERAL CONDITIONS
SECTION 1. PROPOSAL REQUIREMENTS AND GENERAL CONDITIONS .............................................. 3 1-01. Definitions
1-02. Examinations of Plans, Special Provisions and Site of Work 1-03. Proposal
1-04. Withdrawal of Bids
1-05. Public Opening of Bids
1-06. Bid Guaranty
1-07. Qualification of Bidders
1-08. Disqualification of Bidders
1-09. Identification of Subcontractors
1-10. General Provisions of the Standard Specifications 1-11. Addenda
SECTION 2. AWARD AND EXECUTION OF CONTRACT........................................................................... 5 2-01. Award of Contract
2-02. Return of Proposal Guaranties
2-03. Execution of Contract
SECTION 3. SCOPE AND INTENT OF CONTRACT.................................................................................... 5 3-01. Effect of Inspection and Payments
3-02. Effect of Extension of Time
3-03. Extra Work
3-04. Assignment of Contract
3-05. Subcontractors
3-06. Interpretation of Special Provisions and Drawings 3-07. Addenda
3-08. Liability of City Officials
3-09. Dispute Resolution
SECTION 4. BONDS ..................................................................................................................................... 6 4-01. Faithful Performance Bond
4-02. Material and Labor Bond
4-03. Defective Material and Workmanship Bond
4-04. Notification of Surety Companies
SECTION 5. INSURANCE REQUIREMENTS FOR CONTRACTORS ......................................................... 7 5-01. Minimum Scope of Insurance
5-02. Minimum Limits of Insurance
5-03. Deductibles and Self-Insured Retentions
5-04. Other Insurance Provisions
5-05. Acceptability of Insurers
5-06. Verification of Coverage

NOT FOR BID

CENTRAL UKIAH CIRCULATION iv Spec No.23-07
5-07. Subcontractors
SECTION 6. RESPONSIBILITIES AND RIGHTS OF CONTRACTOR......................................................... 8 6-01. Legal Address of Contractor
6-02. Office of Contractor at Site
6-03. Attention to Work
6-04. Liability of Contractor
6-05. Protection of Persons and Property
6-06. Protection of City Against Patent Claims
6-07. Protection of Contractor's Work Property
6-08. Regulations and Permits
6-09. Construction Utilities
6-10. Approval of Contractor's Plans
6-11. Suggestions to the Contractor
6-12. Termination of Unsatisfactory Subcontracts
6-13. Preservation of Stakes and Marks
6-14. Assistance to Engineer
6-15. Removal of Condemned Materials and Structures
6-16. Proof of Compliance with Contract
6-17. Errors and Omissions
6-18. Cooperation
6-19. Right of Contractor to Stop Work
6-20. Hiring and Dismissal of Employees
6-21. Wage Rates
6-22. Cleaning Up
6-23. Guaranty
SECTION 7. RESPONSIBILITIES AND RIGHTS OF CITY ........................................................................ 13 7-01. Authority of the Engineer
7-02. Inspection
7-03. Surveys
7-04. Rights-of-Way
7-05. Retention of Imperfect Work
7-06. Changes in the Work
7-07. Additional Drawings by City
7-08. Additional and Emergency Protection
7-09. Suspension of Work
7-10. Right of City to Terminate Contract
7-11. Use of Completed Portions
SECTION 8. WORKMANSHIP, MATERIALS AND EQUIPMENT .............................................................. 15 8-01. General Quality
8-02. Quality in Absence of Detailed Specifications
8-03. Materials and Equipment Specified by Name
8-04. Source of Materials
8-05. Storage of Materials
8-06. Drawings, Samples and Tests
SECTION 9. PROSECUTION OF WORK ................................................................................................... 16 9-01. Equipment and Methods
9-02. Time of Completion
9-03. Avoidable Delays
9-04. Unavoidable Delays

NOT FOR BID

CENTRAL UKIAH CIRCULATION v Spec No.23-07
9-05. Notice of Delays
9-06. Extension of Time
9-07. Unfavorable Weather and Other Conditions
9-08. Saturday, Sunday, Holiday and Night Work
9-09. Hours of Labor
SECTION 10. PAYMENT............................................................................................................................. 17 10-01. Certification by Engineer
10-02. Progress Estimates and Payment
10-03. Substitution of Securities
10-04. Acceptance
10-05. Final Estimate and Payment
10-06. Delay Payments
10-07. Extra Work and Work Omitted
10-08. Compensation for Extra Work or Work Omitted
10-09. Compensation to the City for Extension of Time
10-10. Liquidated Damages for Delay
SECTION 11. MISCELLANEOUS ............................................................................................................... 20 11-01. Notice
11-02. Computation of Time
11-03 Claims Procedure Required by Public Contract Code Section 9204 11-04. Litigation and Forum Selection
11-05. Waiver

TECHNICAL SPECIFICATIONS
SECTION 12. GENERAL INFORMATION .................................................................................................. 23 12-01. Location and Scope of Work
12-02. Arrangement of Technical Specifications
12-03. Arrangement of Plans
12-04. Business Licenses
12-05. Permits
12-06. Standard Specifications and Standard Plans
12-07. Temporary Facilities
12-08. Public Convenience and Safety
12-09. Maintaining Traffic
12-10. Stream Pollution
12-11. Warranties
12-12. Utilities
12-13. Dust Control
12-14. Noise Control
12-15. Watering
12-16. Preconstruction Conference
12-17. Progress Schedule
12-18. Progress Meetings
12-19. Safety Requirements
12-20. Public Notification
SECTION 13. CONSTRUCTION DETAILS................................................................................................. 27 Standard Plan List
Organization

NOT FOR BID

CENTRAL UKIAH CIRCULATION vi Spec No.23-07

DIVISION I GENERAL PROVISIONS
1 General
2 Bidding
3 Contract Award and Execution
4 Scope of Work
5 Control of Work
6 Control of Materials
7 Legal Relations and Responsibility to the Public
8 Prosecution and Progress
9 Payment

DIVISION II GENERAL CONSTRUCTION
10 General
11 Welding
12 Temporary Traffic Control
13 Water Pollution Control
14 Environmental Stewardship
15 Existing Facilities
16 Temporary Facilities

DIVISION III EARTHWORK AND LANDSCAPE
17 General
18 Dust Palliative
19 Earthwork
20 Landscape
21 Erosion Control
22 Finishing Roadway

DIVISION IV SUBBASES AND BASES
23 General
24 Stabilized Soils
25 Aggregate Subbases
26 Aggregate Bases
27 Cement Treated Bases
28 Concrete Bases
29 Treated Permeable Bases
30 Reclaimed Pavement
31 Reserved
32 Reserved
33 Reserved
34 Reserved
35 Reserved

DIVISION V SURFACINGS AND PAVEMENTS
36 General
37 Bituminous Seals
38 Reserved
39 Asphalt Concrete
40 Concrete Pavement
41 Existing Concrete Pavement

NOT FOR BID

CENTRAL UKIAH CIRCULATION vii Spec No.23-07
42 Groove and Grind Concrete
43 Reserved
44 Reserved

DIVISION VI STRUCTURES
45 General
46 Ground Anchors and Soil Nails
47 Earth Retaining Systems
48 Temporary Structures
49 Piling
50 Prestressing Concrete
51 Concrete Structures
52 Reinforcement
53 Shotcrete
54 Waterproofing
55 Steel Structures
56 Overhead Sign Structures, Standards, and Poles
57 Wood and Plastic Lumber Structures
58 Sound Walls
59 Structural Steel Coatings
60 Existing Structures

DIVISION VII DRAINAGE
61 General
62 Reserved
63 Reserved
64 Plastic Pipe
65 Concrete Pipe
66 Corrugated Metal Pipe
67 Structural Plate Culverts
68 Subsurface Drains
69 Overside Drains
70 Miscellaneous Drainage Facilities
71 Existing Drainage Facilities

DIVISION VIII MISCELLANEOUS CONSTRUCTION
72 Slope Protection
73 Concrete Curbs and Sidewalks
74 Pumping Equipment and Controls
75 Miscellaneous Metals
76 Wells
77 Local Infrastructure
78 Incidental Construction
79 Reserved
80 Fences

DIVISION IX TRAFFIC CONTROL FACILITIES
81 Miscellaneous Traffic Control Devices
82 Signs and Markers
83 Railings and Barriers
84 Markings
85 Reserved

NOT FOR BID

CENTRAL UKIAH CIRCULATION viii Spec No.23-07

DIVISION X ELECTRICAL WORK
86 General
87 Electrical Systems
88 Reserved

DIVISION XI MATERIALS
89 Aggregate
90 Concrete
91 Paint
92 Asphalt Binders
93 Reserved
94 Asphaltic Emulsions
95 Epoxy
96 Geosynthetics
97 Reserved
98 Reserved

DIVISION XII BUILDING CONSTRUCTION
99 Building Construction
SECTION 14. EXCLUSIONS FROM GENERAL CONDITIONS................................................................. 79 14-01. Provisions to be Excluded from General Conditions SECTION 15. AMENDMENTS TO GENERAL CONDITIONS .................................................................... 79 15-01. Provisions of General Conditions to be Amended
BID SUBMITTAL CHECKLIST ...................................................................................................................... 80 PROPOSAL ............................................................................................................................................. 81 BIDDING SCHEDULE................................................................................................................................... 82 FAIR EMPLOYMENT PRACTICES CERTIFICATION.................................................................................. 88 WORKER'S COMPENSATION CERTIFICATE............................................................................................ 89 CERTIFICATE OF NONDISCRIMINATION IN EMPLOYMENT ................................................................... 90 LIST OF PROPOSED SUBCONTRACTORS............................................................................................... 91 STATEMENT OF EXPERIENCE OF BIDDER.............................................................................................. 92 SIGNATURE OF BIDDER............................................................................................................................. 93 BIDDER'S BOND .......................................................................................................................................... 94 NON-COLLUSION AFFIDAVIT……………………………………………………………………….……………..95 EEO CERTIFICATION...……………………………………………………………………………….……..……...96

NOT FOR BID

CENTRAL UKIAH CIRCULATION ix Spec No.23-07
DEBARMENT AND SUSPENSION CERTIFICATION……………………………………………….… .......... …97 PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT………………………………... …..……..……98 PUBLIC CONTRACT CODE SECTION 10162 STATEMENT…………………………………… .... .……….…99 PUBLIC CONTRACT CODE SECTION 10232 STATEMENT……………… .. …………………………..……100 AGREEMENT... ……………………………………………………………………………………………………...101 INDEMNIFICATION AGREEMENT... …………………………………………………………………….………..105 EXAMPLE BOND FORMS... ……………………………………………………………………………………….106 DIRECTIONS FOR PREPARATION OF PERFORMANCE AND MATERIAL AND LABOR BOND... ….….110 DEFECTIVE MATERIAL AND WORKMANSHIP (MAINTENANCE) BOND... ………………………….…….111

INSURANCE CERTIFICATES AND ENDORSEMENT FORMS
APPENDICES:

DAVIS BACON FEDERAL WAGE RATES

NOT FOR BID

CENTRAL UKIAH CIRCULATION x Spec No.23-07

CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA

NOTICE TO BIDDERS FOR

CENTRAL UKIAH CIRCULATION
SPECIFICATION NO. 23-07
NOTICE IS HEREBY GIVEN that sealed standard proposals for CENTRAL UKIAH CIRCULATION PROJECT will be received at the Office of the City Clerk, Ukiah Civic Center, 300 Seminary Avenue, Ukiah California until TIME, DAY, DATE, at which time, or as soon thereafter as possible, they will be publicly opened and read. Bids shall be addressed to the City Clerk and shall be endorsed “CENTRAL UKIAH CIRCULATION PROJECT.” Bids are required for the entire work described herein. No fax bids will be accepted.

ENGINEER'S ESTIMATE OF QUANTITIES
Item
No.

Description Quantity Unit of
Measure
1 Mobilization, Demobilization, and Final Cleanup 1 LS
2 Traffic Control System 1 LS
3 Water Pollution Control 1 LS
4 Roadway Excavation 1,528 CY
5 Asphalt Concrete End of Pavement Conform 642 SY
6 Asphalt Concrete 3-Inch Cold Planing/Grinding 9,948 SY 7 Remove Concrete (Curb) 92 LF
8 Remove Concrete (Curb and Gutter) 804 LF
9 Remove Concrete (Sidewalk) 2,501 SF
10 Remove Concrete (Valley Gutter) 214 LF
11 Remove Water Main 3,042 LF
12 Remove Water Service and Meter 39 EA
13 Remove Hydrant and Lateral Assembly 6 EA
14 Remove Sanitary Sewer Main 599 LF
15 Remove Sanitary Sewer Manhole 1 EA
16 Remove Sanitary Mainline Cleanout 1 EA
17 Remove Sanitary Sewer Service and Cleanout 7 EA
18 Remove Storm Drain Pipe 590 LF
19 Remove Storm Drain Inlet 4 EA
20 Remove Storm Drain Manhole 1 EA
21 Remove Roadside Sign 5 EA
22 Remove Chain Link Fence 529 LF
23 Remove Tree 6 EA
24 Clearing and Grubbing 1 SY
25 Earthwork (Import) 600 CY
26 Adjust Manhole Cover to Grade (Roadway) 9 EA
27 Adjust Utility Vault to Grade (Roadway) 5 EA
28 Adjust Valve Cover to Grade (Roadway) 6 EA
29 Adjust Cleanout Cover to Grade (Roadway) 3 EA
30 Adjust Utility Box to Grade (Sidewalk) 3 EA
31 Adjust Utility Vault to Grade (Sidewalk) 1 EA
32 Adjust Valve Cover to Grade (Sidewalk) 1 EA
33 Adjust Cleanout Cover to Grade (Sidewalk) 1 EA
34 Class II Aggregate Base 715 TON
35 Minor Concrete (Vertical Curb) 78 LF

NOT FOR BID

CENTRAL UKIAH CIRCULATION xi Spec No.23-07
36 Minor Concrete (Median Curb) 169 LF
37 Minor Concrete (Retaining Curb) 242 LF
38 Minor Concrete (Curb and Gutter) 2,611 LF
39 Minor Concrete (Sidewalk) 17,210 SF
40 Minor Concrete (Curb Ramp) 10 EA
41 Vehicular Concrete (Driveway) 3,874 SF
42 Vehicular Concrete (2-ft Valley Gutter) 84 SF
43 Vehicular Concrete (8-ft Valley Gutter) 727 SF
44 Vehicular Concrete (Speed Table) 817 SF
45 Asphalt Concrete 1,805 TON
46 Fiber Reinforced Asphalt Concrete 403 TON
47 Domestic Water Main (8-Inch, PC235) 3,254 LF
48 Domestic Water Service (1-inch) and Meter (3/4-Inch) 38 EA 49 Domestic Water Service (1.5-inch) and Meter (1.5-Inch) 1 EA 50 Domestic Water Reduced Pressure Backflow Device (1.5-Inch) 4 EA 51 Water Main Tie-In 5 EA
52 Fire Hydrant and Lateral Assembly 6 EA
53 Sanitary Sewer Main (6-Inch) 540 LF
54 Sanitary Sewer Manhole (48-Inch) 2 EA
55 Sanitary Sewer Mainline Cleanout 1 EA
56 Sanitary Sewer Service Lateral 171 LF
57 Sanitary Sewer Service Cleanout 6 EA
58 Storm Drain Pipe (12-Inch RCP, Class IV) 6 LF
59 Storm Drain Pipe (15-Inch RCP, Class IV) 249 LF
60 Storm Drain Pipe (18-Inch RCP, Class IV) 594 LF
61 Storm Drain Manhole (48-inch) 1 EA
62 Storm Drain Grate Inlet (18-Inch) 2 EA
63 Storm Drain Grate Inlet (24-Inch) 1 EA
64 Storm Drain Grate Inlet (36-Inch x 48-Inch) 1 EA
65 Bioretention Area (with Planter Rail) 535 SF
66 Drainage Channel Headwall 4 LF
67 Accessible Trench Drain 46 LF
68 Under Sidewalk Drain 2 EA
69 Chain Link Fence 184 LF
70 Signing and Striping 1 LS
71 Street Lighting 1 LS
72 RRFB System 1 LS
73 Fine Grading & Soil Preparation 1,400 SF
74 Irrigation 120V Electrical Meter 2 EA
75 Irrigation System 1,410 SF
76 Trees (24” Box) 26 EA
77 Shrubs and Ground Cover 1,030 SF
78 Mulch (3-Inch) 13 CY
79 Cobble Paving 350 SF
Plans and Special Provisions may be inspected and/or copies obtained from the City’s website at www.cityofukiah.com/purchasing. No bid will be considered unless it is made on the forms furnished by the City and is made in accordance with the details of the Special Provisions. Each bidder must be licensed as required by law.

NOT FOR BID

CENTRAL UKIAH CIRCULATION xii Spec No.23-07
Further information regarding the work or these specifications can be obtained by calling Myles Fisette, Purchasing Manager at (707) 463-6225 or by email at [email protected].

The City Council reserves the right to reject any or all bids and to determine which proposal is, in its opinion, the lowest responsive bid by a responsible bidder and which it deems in the best interest of the City to accept. The City Council also reserves the right, but not the obligation, to waive any irregularity or failure to strictly comply with the bidding requirements, that the City determines in the reasonable exercise of its discretion does not provide the bidder with a competitive advantage over other bidders.

No contractor or subcontractor may be listed on a bid proposal for a public works unless registered with the Department of Industrial Relations (“DIR”) pursuant to Labor Code section 1725.5 except as allowed. under Labor Code section 1771.1(a). The prime contractor shall be responsible for posting job site notices as prescribed by regulation. This project is subject to compliance monitoring and enforcement by the DIR.

Pursuant to provisions of Section 1770, including amendments thereof, of the Labor Code of the State of California, the DIR Director has ascertained the general prevailing rate of wages for straight time, overtime, Saturdays, Sundays and Holidays including employer payment for health and welfare, vacation, pension and similar purposes for the City of Ukiah. Copies of his General Prevailing Wage Determination are available on the Internet at web address: http://www.dir.ca.gov/DLSR/PWD/ The prime contractor for the work herein shall possess a current, valid State of California, Class <<CONTRACTOR’S LICENSE CLASSIFICATION(S)>> Contractor's License. Pursuant to California Public Contract Code §22300, this contract includes provisions that allow substitutions of certain types of securities in lieu of the City withholding a portion of the partial payments due the Contractor to insure performance under this contract.

By order of the City Council, City of Ukiah, County of Mendocino, State of California.

Dated:________________________ ________________________________________ Kristine Lawler, City Clerk, City of Ukiah, California
PUBLISH ONE TIME:

NOT FOR BID

CENTRAL UKIAH CIRCULATION 1 Spec No.23-07

INSTRUCTIONS TO BIDDERS
CENTRAL UKIAH CIRCULATION shall be performed in accordance with the Plans and Special Provisions therefor adopted, to which special reference is hereby made.

Each bidder must supply all the information required by the bid documents and Special Provisions.

Minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color or national origin in consideration for an award of any contract entered into pursuant to this advertisement. Women will be afforded equal opportunity in all areas of employment. However, the employment of women shall not diminish the standards or requirements for the employment of minorities.

All proposals or bids shall be accompanied by a cashier's check or certified check payable to the order of the City of Ukiah amounting to 10 percent of the bid, or by a bond in said amount and signed by the bidder and a corporate surety, payable to said City. Said check shall be forfeited, or said bond shall become payable to said City in case the bidder depositing the same does not, within fifteen (15) days after written notice that the contract has been awarded to him: (a) enter into a contract with the City and (b) furnish certificates of insurance and endorsements, a bond of faithful performance and a payment bond as described in the Special Provisions.

No bidder shall withdraw his or her bid for a period of thirty (30) calendar days after the date set by the City for the opening thereof.

The Contractor and any subcontractors shall each possess a valid City of Ukiah Business License prior to the start of any work.

The Contractor shall furnish a project schedule to the Engineer prior to the start of any work and start work as scheduled.

The work is to be completed within 240 working days. The Contractor will pay to the City the sum of five hundred ($500.00) dollars per day for each and every calendar day delay beyond the time prescribed.

The staff shall notify a bidder by telephone, email or fax, if it intends to recommend the rejection of the bidder’s bid. Any bid protest must be filed with the City Clerk not more than five calendar days following the bid opening, or 2 calendar days following notice that staff is recommending the rejection of a bid. If any such timely written protest is filed, all bidders shall be provided a copy of the protest within 2 calendar days of its receipt, which may be delivered to the bidders as an email attachment or by fax. All such bidders may file with the City Manager a written objection or other response to the protest.

All objections or responses filed not more than 5 days after receipt of the written protest will be presented to the City Council at its next regular meeting occurring not less than 12 calendar days following the bid opening. The City Council will resolve the bid protest at that meeting based on the written protest, any staff recommendation and all timely written objections and responses. In accordance with the Brown Act, any person may address the City Council on this item during the meeting. The City Council action on the protest shall represent a final decision by the City on the protest.

NOT FOR BID

CENTRAL UKIAH CIRCULATION 2 Spec No.23-07
Examination of Site, Drawings, Etc.

Each bidder shall visit the site of the proposed work and fully acquaint himself with local conditions, construction and labor required so that he or she may fully understand the facilities, difficulties and restrictions attending the execution of the work under the Contract. Bidders shall thoroughly examine and be familiar with the Plans and Special Provisions. The failure of any bidder to receive or examine any form, instrument, addendum, or other document, or to visit the site and acquaint himself with conditions there existing, shall in no way relieve the bidder from any obligation with respect to his or her proposal or to the contract. The drawings for the work show conditions as they are supposed or believed by the Engineer to exist; but, it is neither intended nor shall it be inferred that the conditions as shown thereon constitute a representation by the Engineer, the City or its officers that such conditions are actually existent, nor shall the City, the Engineer or any of their officers or representatives be liable for any loss sustained by the Contractor as a result of a variance between the conditions shown on the drawings and the conditions actually revealed during the progress of the work or otherwise.

The bidder's attention is directed to the possible existence of obstructions and public improvements within the limits of the work or adjacent thereto, which may or may not be shown on the Drawings. Any bid shall take into consideration that conditions may exist underground or otherwise that are not known to the City or easily detected during a site inspection that could impact the time or cost of completing the project. The City expects the bids to anticipate such conditions so that it can know for budgeting and other purposes the total cost to complete the project before accepting a bid and undertaking the legal obligation to construct the project. In awarding the contract the City relies on the contractor’s representation that its bid anticipates differing site conditions and the additional time or cost that such conditions may necessitate.

The bidder shall investigate to his or her satisfaction the conditions to be encountered, the character, quality and quantities of work to be performed and materials to be furnished and the requirements of the Plans, Special Provisions, Standard Specifications, Standard Plans, and Contract Documents. The submission of a proposal shall be considered conclusive evidence that the bidder has made such examination and has accepted the project workplace as a safe workplace to perform the work of the Contract.

Bidder Inquiries and Questions
Inquiries and questions must be submitted in writing via email to the following designated contact person:

Myles Fisette, Purchasing Manager
Email: [email protected]
The City reserves the right to not respond to inquiries or questions submitted within 3 business days of the bid opening.

Location of the Work
The work to be performed is located along East Clay Street between South Main Street and Leslie Street, and along Leslie Street between East Perkins Street and East Gobbi Street.

NOT FOR BID

CENTRAL UKIAH CIRCULATION 3 Spec No.23-07

GENERAL CONDITIONS
SECTION 1. PROPOSAL REQUIREMENTS AND GENERAL CONDITIONS 1-01. Definitions. Whenever any word or expression defined in this section, or pronoun used in its stead, occurs in these contract documents, it shall have and is mutually understood to have the meaning given:
a. "City of Ukiah" or "City" shall mean the City of Ukiah, Mendocino County, California, acting through its City Council or any other board, body, official or officials to which or to whom the power belonging to the Council shall by virtue of any act or acts, hereafter pass or be held to appertain. b. "Engineer" shall mean the Engineer duly and officially appointed by the City to supervise and direct the work of construction under this contract, acting personally or through agents or assistants duly authorized by him, such agents or assistants acting within the scope of the particular duties entrusted to them.
c. "Inspector" shall mean the engineering or technical inspector or inspectors duly authorized or appointed by the Engineer, limited to the particular duties entrusted to him or her or them. d. "Contractor" shall mean the party entering into contract with the City of Ukiah for the performance of work covered by this contract and his or her authorized agents or legal representatives. e. "Date of signing of contract" or words equivalent thereto, shall mean the date upon which this contract, with the signature of the Contractor affixed, together with the prescribed bonds, shall be or shall have been delivered to the City or its duly authorized representatives. f. "Day" or "days", unless herein otherwise expressly defined, shall mean a calendar day or days of twenty-four hours each.
g. "The work" shall mean and include all the work specified, indicated, shown or contemplated in the contract to construct the improvement, including all alterations, amendments or extensions thereto made by contract change order or other written orders of the Engineer. h. "Contract drawings", "drawings", "plans" shall mean and include 1) all drawings or plans which may have been prepared by or on behalf of the City, as a basis for proposals, when duly signed and made a part of this contract by incorporation or reference, 2) all drawings submitted in pursuance of the terms of this contract by the successful bidder with his or her proposal and by the Contractor to the City if and when approved by the Engineer and 3) all drawings submitted by the Engineer to the Contractor during the progress of the work as provided for herein. i. Where "as shown", "as indicated", "as detailed" or words of similar import are used, it shall be understood that reference to the drawings accompanying these Special Provisions is made unless stated otherwise.

Where "as directed", "as permitted", "approved" or words of similar import are used, it shall be understood that the direction, requirements, permission, approval or acceptance of the Engineer is intended unless stated otherwise.

As used herein, "provide" or "install" shall be understood to mean "provide or install complete in place", that is, "furnish and install". "Shall" is mandatory; "may" is permissive. 1-02. Examination of Plans, Special Provisions and Site of Work. The bidder shall examine carefully the Proposal, Plans, Special Provisions, Contract forms and the site of the work contemplated therefor. It will be assumed that the bidder has investigated to his or her satisfaction the conditions to be encountered and the character, quality and requirements of all Plans, Special Provisions, Standard Specifications, and Standard Plans involved.
1-03. Proposal. Bids shall be made on the blank forms prepared by the City. All bids shall give the prices bid, both in writing and in figures and shall be signed by the bidder or his or her authorized representative, with his or her address. If the bid is made by an individual or partner, his or her name and the post office address of his or her

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business or partnership, along with his or her signature or the signature of one or more partners must be shown; if made by a corporation, the bid shall show the name of the state under the laws of which the corporation is chartered, the name of the corporation and the title of the person who signs on behalf of the corporation.

Each proposal shall be enclosed in a sealed envelope, endorsed as specified in the notice to bidders. Bidders are warned against making erasures or alterations of any kind and proposals which contain omissions, erasures, conditions, alterations, additions not called for, additional proposals or irregularities of any kind may be rejected. 1-04. Withdrawal of Bids. Any bid may be withdrawn at any time prior to the hour fixed in the notice to bidders for the openings of bids, provided that a request in writing, executed by the bidder or his or her duly authorized representative, for the withdrawal of such bid is filed with the City. The withdrawal of a bid will not prejudice the right of a bidder to file a new bid.
1-05. Public Opening of Bids. Bids will be opened and read publicly at the time and place indicated in the notice to bidders. Bidders or their agents are invited to be present. 1-06. Bid Guaranty. Each bid must be accompanied by a certified check, cashier's check or bidder's bond executed by an admitted surety insurer, payable to the order of the City of Ukiah in an amount not less than 10 percent of the bid as a guarantee that the bidder will enter into a contract, if awarded the work. 1-07. Qualification of Bidders. No contractor or subcontractor may be listed on a bid proposal for a public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)]. No contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. The prime contractor shall be responsible for posting job site notices as prescribed by regulation. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

Each bidder shall be licensed under the provisions of Chapter 9, Division 3 of the Business and Professions Code and shall be skilled and regularly engaged in the general class or type of work called for under this contract. A statement setting forth this experience and business standing shall be submitted by each bidder on the form provided herewith. It is the intention of the City to award a contract only to a bidder who furnishes satisfactory evidence that he or she has the requisite experience and ability and that he or she has sufficient capital, facilities and equipment to enable him or her to prosecute the work successfully and promptly within the time and in the manner agreed.

In determining the degree of responsibility to be credited to a bidder, the City may weigh evidence that the bidder or his or her personnel charged with the responsibility in the work, has performed satisfactorily other contracts of like nature and magnitude or comparable difficulty at similar rates of progress. 1-08. Disqualification of Bidders. More than one bid from an individual business, partnership, corporation or association, under the same or different names, will not be considered. Reasonable grounds for believing that any bidder is financially interested in more than one bid for the work will cause the rejection of all bids in which he or she is so interested. If there is reason to believe that collusion exists among the bidders, none of the participants in such collusion will be considered. Bids in which the prices obviously are unbalanced may be rejected. 1-09. Identification of Subcontractors. All bids shall comply with the Subletting and Subcontracting Fair Practices Act (Public Contract Code Section 4100 and following) and shall set forth:
(a) The name and the location of the place of business of each subcontractor who will perform work or labor, or render service to the prime contractor in or about the construction of the work, or to a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work according to detailed drawings contained in the plans and Special Provisions, in an amount in excess of one-half of 1 percent of the prime contractor's total bid. (b) The portion of the work which will be done by each such subcontractor. The prime contractor shall list only one subcontractor for each such portion defined by the prime contractor in his or her bid.

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1-10. General Provisions of the Standard Specifications. All provisions of the General Provisions, Sections 1 through 11, of the Standard Specifications, shall be applicable to the contract except as modified by these Special Provisions. The Standard Specifications are set forth in Section 12-06 of these Special Provisions. 1-11. Addenda. If it becomes necessary to revise any part of these plans and specifications after they have been released, the City will issue an addendum containing the revision. All addenda will be posted on the City’s website at www.cityofukiah.com/purchasing with the rest of the bid documents. Anyone who intends to submit a bid in response to this Request for Bid must check the website frequently for any posted addenda. Anyone submitting a bid will be deemed to have seen and agreed to be bound by the posted addenda.

SECTION 2. AWARD AND EXECUTION OF CONTRACT
2-01. Award of Contract. Award of the contract, if it be awarded, will be to the lowest responsible bidder whose bid complies with all the specified requirements. The award, if made, will be made within thirty (30) days after opening of the bids. The City reserves the right to reject any and all bids and to waive any irregularity in the proposal not pertaining to cost.
2-02. Return of Proposal Guaranties. All bid guaranties will be held until the contract has been fully executed, after which they will be returned upon request to the respective bidders whose bids they accompany. 2-03. Execution of Contract. The contract agreement shall be executed in duplicate by the successful bidder and returned, together with the contract bonds, insurance certificates and endorsements, within fifteen (15) days after written notice of the award of the contract. After execution by the City; one copy shall be filed with the City and one copy shall be returned to the Contractor. If the bidder fails or refuses to enter into the contract agreement within the required time, then the bid guaranty accompanying the bid shall be forfeited to the City.

SECTION 3. SCOPE AND INTENT OF CONTRACT
3-01. Effect of Inspection and Payments. Neither the inspection by the Engineer or an inspector, nor any order, measurement or approved modification, nor certificate or payment of money, nor acceptance of any part or whole of the work, nor any extension of time, nor any possession by the City or its agents, shall operate as a waiver of any provision of this contract or of any power reserved therein to the City, or of any right to damages thereunder; nor shall any breach of this contract be held to be a waiver of any subsequent breach. All remedies shall be construed as cumulative.
3-02. Effect of Extension of Time. The granting of any extension of time on account of delays which, in the judgement of the City, are avoidable delays shall in no way operate as a waiver on the part of the City of its rights under this contract.
3-03. Extra Work. If extra work orders are given in accordance with provisions of this contract, such work shall be considered a part hereof and shall be subject to each and all of its terms and requirements. 3-04. Assignment of Contract. The contract may be assigned or sublet in whole or in part only upon the written consent of the City acting through its authorized agents. Consent will not be given to any proposed assignment which would relieve the original contractor or its surety of their responsibilities under the contract nor will the Engineer consent to any assignment of a part of the work under the contract. 3-05. Subcontractors. The Contractor shall be as fully responsible for the acts and omissions of his or her subcontractors and of persons either directly or indirectly employed by them, as he or she is for the acts and omissions of persons directly employed by him.

The Contractor shall cause appropriate provisions to be inserted in all subcontracts relative to the work to bind subcontractors to the terms of this Contract which are applicable to the work of subcontractors.

Nothing contained in this contract shall be construed to create or shall be relied upon to create any contractual relationship between any subcontractor and the City and no action may be brought by any subcontractor against the City based on this contract.

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3-06. Interpretation of Special Provisions and Drawings. The Special Provisions and the Contract Drawings are intended to be explanatory of each other. Any work indicated in the Contract Drawings and not in the Special Provisions, or vice versa, is to be executed as if indicated in both. In case of a discrepancy or conflict between the Technical Specifications and Contract Plans, the Technical Specifications shall govern. All work shown on the Contract Drawings, the dimensions of which are not figured, shall be accurately followed to the scale to which the drawings are made, but figured dimensions are in all cases to be followed, where given, though they differ from scaled measurements. Large scale drawings shall be followed in preference to small scale drawings. Should it appear that the work to be done, or any of the matters relative thereto, are not sufficiently detailed or explained in these contract documents, including the contract drawings, the Contractor shall apply to the Engineer for such further explanations as may be necessary and shall conform thereto as part of this contract, so far as may be consistent with the terms of this contract. In the event of any doubt or questions arising respecting the true meaning of the Special Provisions, reference shall be made to the Engineer and his or her decision thereon shall be final. If the Contractor believes that a clarification or interpretation justifies an increase in the contract price or contract time, the Contractor must comply with the written notice provisions of Sections 9-05 and 10-07 of these Special Provisions. Contractor’s attention is directed to Section 12-06 of the Technical Specifications regarding the Standard Specifications and Standard Plans.
3-07. Addenda. If it becomes necessary to revise any part of these plans and specifications after they have been released, the City will issue an addendum containing the revision. All addenda will be posted on the City’s website at www.cityofukiah.com/purchasing with the rest of the bid documents. Anyone who intends to submit a bid in response to this Request for Bid much check the website frequently for any posted addenda. Anyone submitting a bid will be deemed to have seen and agreed to be bound by the posted addenda. 3-08. Liability of City Officials. No city official, nor the Engineer, nor any authorized assistant of any of them, shall be personally responsible for any liability arising under this contract. 3-09. Dispute Resolution. Claims of $375,000 or less by the Contractor that arise under this Contract are subject to the mandatory dispute resolutions provisions in Public Contract Code Sections 20104-20104.6.

SECTION 4. BONDS
4-01. Faithful Performance Bond. As a part of the execution of this contract, the Contractor shall furnish a bond of a surety company or other securities providing equivalent protection such as cash, letter of credit, or certificates of deposit, acceptable to the City, conditioned upon the faithful performance of all covenants and stipulations under this contract. The amount of the bond shall be 100 percent of the total contract price, as this sum is set forth in the agreement.
4-02. Material and Labor Bond. As a part of the execution of this contract, the Contractor shall furnish a bond of a surety company or other securities providing equivalent protection such as cash, letter of credit or certificates of deposit acceptable to the City in a sum not less than 50 percent of the total contract price, as this sum is set forth in the agreement for the payment in full of all persons, companies or corporations who perform labor upon or furnish materials to be used in the work under this contract, in accordance with the provisions of Sections 3247 through 3252 inclusive of the Civil Code of the State of California and any acts amendatory thereof. 4-03. Defective Material and Workmanship Bond. As a condition precedent to the completion of this contract, the Contractor shall furnish a bond of a surety company acceptable to the City in an amount not less than 5 percent (5%) of the final contract price, to hold good for a period of one (1) year after the completion and acceptance of the work, to protect the City against the results of defective materials, workmanship and equipment during that time.

This bond shall be delivered to the City before the final payment under this contract will be made. 4-04. Notification of Surety Companies. The surety companies shall familiarize themselves with all of the conditions and provisions of this contract and they waive the right of special notification of any change or modification of this contract or of extension of time, or decreased or increased work, or of the cancellation of the contract, or of any other act or acts by the City or its authorized agents, under the terms of this contract; and failure to so notify the aforesaid surety companies of changes shall in no way relieve the surety companies of their obligation under this contract.

SECTION 5. INSURANCE REQUIREMENTS FOR CONTRACTORS

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Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his or her agents, representatives, employees or subcontractors. 5-01. Minimum Scope of Insurance
Coverage shall be at least as broad as:

1. Insurance Services Office Commercial Liability Coverage (occurrence form CG 0001).

2. Insurance Services Office form number CA 0001 (Ed. 1/87) covering Automobile Liability, code 1 (any auto).

3. Worker's Compensation insurance as required by the State of California and Employer's Liability Insurance.

4. Course of Construction insurance covering for “all risks” of loss. 5-02. Minimum Limits of Insurance
Contractor shall maintain limits no less than:

1. General Liability: $1,000,000 per occurrence for bodily injury, personal injury and property damage including operations, products and completed operations. If Commercial General Liability Insurance or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit.

2. Automobile Liability: $1,000,000 per accident for bodily injury and property damage.

3. Employer's Liability: $1,000,000 per accident for bodily injury and property damage.

4. Course of Construction: Completed value of the project with no co-insurance penalty provisions. 5-03. Deductibles and Self-insured Retentions. Any deductibles or self-insured retentions must be declared to and approved by the City. At the option of the City, either: the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects the City, its officers, officials, employees and volunteers; or the Contractor shall provide a financial guarantee satisfactory to the City guaranteeing payment of losses and related investigations, claim administration and defense expenses.
5-04. Other Insurance Provisions
The general liability and automobile liability policies are to contain, or be endorsed to contain, the following provisions:

1. The City, its officers, officials, employees and volunteers are to be covered as Additional Insured with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the contractor; and with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts or equipment furnished in connection with such work or operations.

General liability coverage can be provided in the form of an endorsement to the Contractor's insurance, or as a separate owner's policy.

2. The workers’ compensation policy is to be endorsed with a waiver of subrogation. The insurance company, in its endorsement, agrees to waive all rights of subrogation against the City, its officers, officials, employees and volunteers for losses paid under the terms of this policy which arises from the work performed by the named insured for the City.

3. For any claims related to this project, the Contractor's insurance coverage shall be primary insurance as respects the City, its officers, officials, employees or volunteers. Any insurance or self-insurance

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maintained by the City, its officers, officials, employees or volunteers shall be excess of the Contractor's insurance and shall not contribute with it.

4. Each insurance policy required by this clause shall be endorsed to state that coverage shall not be canceled by either party, except after thirty (30) days' prior written notice by certified mail, return receipt requested, has been given to the City.

5. Coverage shall not extend to any indemnity coverage for the active negligence of the additional insured in any case where an agreement to indemnify the additional insured would be invalid under Subdivision (b) of Section 2782 of Civil Code.

6. Course of Construction policies shall contain the following provisions:
a.) The City shall be named as loss payee.
b.) The insurer shall waive all rights of subrogation against the City. 5-05. Acceptability of Insurers
Insurance is to be placed with insurers with a current A.M. Best's rating of no less than the following:

A++ VII A- VIII
A+ VII B++ X
A VII B+ X
5-06. Verification of Coverage. Contractor shall furnish the City with original certificates and amendatory endorsements effecting coverage required by this clause. The endorsements shall be on forms provided by the City or on other than the City's forms, provided those endorsements or policies conform to the requirements. All certificates and endorsements are to be received within 15 days from written notice of contract award, and the work shall not commence until the certificates and endorsements have been approved by the City. The City reserves the right to require complete certified copies of all required insurance policies, including endorsements affecting the coverage required by these Special Provisions at any time. 5-07. Subcontractors. Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the requirements stated herein.

SECTION 6. RESPONSIBILITIES AND RIGHTS OF CONTRACTOR
6-01. Legal Address of Contractor. Both the address given in the proposal and the Contractor's office in the vicinity of the work are hereby designated as places to either of which drawings, samples, notices, letters or other articles or communications to the Contractor may be mailed or delivered. The delivery at either of these places of any such thing from the City or its agents to the Contractor shall be deemed sufficient service thereof upon the Contractor and the date of such service shall be the date of such delivery. The address named in the proposal may be changed at any time by notice in writing from the Contractor to the City. Nothing herein contained shall be deemed to preclude or render inoperative the service of any drawing, sample, notice, letter or other article or communication to or upon the Contractor personally.
6-02. Office of Contractor at Site. During the performance of this contract, the Contractor shall maintain a suitable office at the site of the work which shall be the headquarters of a representative authorized to receive drawings and any such thing given to the said representatives or delivered at the Contractor's office at the site of work in his or her absence shall be deemed to have been given to the Contractor. 6-03. Attention to Work. The Contractor shall give his or her personal attention to and shall supervise the work to the end that it shall be prosecuted faithfully and when he or she is not personally present on the work, he or she shall at all reasonable times be represented by a competent superintendent or foreman who shall receive and obey all instructions or orders given under this contract and who shall have full authority to execute the same and to supply materials, tools and labor without delay and who shall be the legal representative of the Contractor. The

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Contractor shall be liable for the faithful observance of any instructions delivered to him or her or to his or her authorized representative.
6-04. Liability of Contractor. The Contractor shall do all of the work and furnish all labor, materials, tools and appliances, except as otherwise herein expressly stipulated, necessary or proper for performing and completing the work herein required in the manner and within the time herein specified. The mention of any specific duty or liability imposed upon the Contractor shall not be construed as a limitation or restriction of any general liability or duty imposed upon the Contractor by this contract, said reference to any specific duty or liability being made herein merely for the purpose of explanation.

The right of general supervision by the City shall not make the Contractor an agent of the City and the liability of the Contractor for all damages to persons or to public or private property, arising from the Contractor's execution of the work, shall not be lessened because of such general supervision.

Until the completion and final acceptance by the City of all the work under and implied by this contract, the work shall be under the Contractor's responsible care and charge. The Contractor shall rebuild, repair, restore and make good all injuries, damages, re-erections and repairs, occasioned or rendered necessary by causes of any nature whatsoever, excepting only acts of God and none other, to all or any portions of the work, except as otherwise stipulated.

To the fullest extent permitted by law, Contractor shall indemnify and hold harmless the City and its officers, directors, agents and employees from and against all claims, damages, losses and expenses including but not limited to attorneys' fees, costs of suit, expert witness fees and expenses and fees and costs of any necessary private investigators arising out of or resulting from the performance of the work, provided that any such claim, damage, loss or expense (1) is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property, other than the work itself, including the loss of use resulting therefrom and (2) is caused in whole or in part by any act or omission of the Contractor, any subcontractor, or anyone directly or indirectly employed by any of them, or anyone for whose acts any of them may be liable, regardless of whether or not it is caused in part by a party indemnified hereunder, or by the negligence or omission of a party indemnified herein.

In any and all claims against the City or any of its agents or employees by any employee of the Contractor, any subcontractor, anyone directly or indirectly employed by any of them, or anyone for whose acts any of them may be liable, the indemnification obligation shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for the Contractor or any subcontractor under workers' or workmen's compensation acts, disability benefit acts, or other employee benefit acts. The obligation to indemnify shall extend to and include acts of the indemnified party which may be negligent or omissions which may cause negligence.

The City shall have the right to estimate the amount of such damage and to cause the City to pay the same and the amount so paid for such damage shall be deducted from the money due the Contractor under this contract; or the whole or so much of the money due or to become due the Contractor under this contract as may be considered necessary by the City, shall be retained by the City until such suits or claims for damages shall have been settled or otherwise disposed of and satisfactory evidence to that effect furnished to the City. 6-05. Protection of Persons and Property. The Contractor shall furnish such watchman, guards, fences, warning signs, walks and lights as shall be necessary and shall take all other necessary precautions to prevent damage or injury to persons or property.

All property line fences and improvements in the vicinity of the work shall be protected by the Contractor and, if they are injured or destroyed, they and any other property injured by the Contractor, his or her employees or agents, shall be restored to a condition as good as when he or she entered upon the work. 6-06. Protection of City Against Patent Claims. All fees, royalties or claims for any patented invention, article or method that may be used upon or in any manner connected with the work under this contract shall be included in the price bid for the work and the Contractor and his or her sureties shall protect and hold the City, together with all of its officers, agents, servants and employees, harmless against any and all demands made for such fees or claims brought or made on account of this contract. The Contractor shall, if requested by the Engineer, furnish acceptable proof of a proper release from all such fees or classes.

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Should the Contractor, his or her agents, servants or employees, or any of them be enjoined from furnishing or using any invention, article, material or appliance supplied or required to be supplied or used under this contract, the Contractor shall promptly substitute other articles, materials or appliance, in lieu thereof, of equal efficiency, quality, finish, suitability and market value and satisfactory in all respects to the Engineer. Or, in the event that the Engineer elects, in lieu of such substitution, to have supplied and to retain and use, any such invention, article, material or appliance, as may by this contract be required to be supplied, in that event the Contractor shall pay such royalties and secure such valid licenses as may be requisite and necessary for the City, its officers, agents, servants and employees, or any of them, to use such invention, article, material or appliance without being disturbed or in any way interfered with by any proceeding in law or equity on account thereof. Should the Contractor neglect or refuse to make the substitution promptly, or to pay such royalties and secure such licenses as may be necessary, then in that event the Engineer shall have the right to make such substitution, or the City may pay such royalties and secure such licenses and charge the cost thereof against any money due to the Contractor from the City or recover the amount thereof from him or her and his or her sureties notwithstanding final payment under this contract may have been made.
6-07. Protection of Contractor's Work Property. The Contractor shall protect his or her work, supplies and materials from damage due to the nature of the work, the action of the elements, trespassers, or any cause whatsoever under his or her control, until the completion and acceptance of the work. Neither the City nor any of its agents assumes any responsibility for collecting indemnity from any person or persons causing damage to the work of the Contractor.
6-08. Regulations and Permits. The Contractor shall secure and pay for all permits, give all notices and comply with all laws, ordinances, rules and regulations bearing on the conduct of the work as drawn and specified. If the Contractor observes that the Plans and Special Provisions are at variance therewith, he or she shall promptly notify the Engineer in writing and any necessary changes shall be adjusted as provided in the contract for changes in the work. The contractor and any subcontractors shall each secure and maintain a valid City of Ukiah Business License. The City of Ukiah will issue a no fee encroachment permit to the Contractor allowing him or her to perform work within City right of way or within City property after the Contract Documents have been executed and insurance certificates and endorsements have been approved by the City. 6-09. Construction Utilities. The Contractor shall be responsible for providing for and in behalf of his or her work under this contract, all necessary utilities, such as special connection to water supply, telephones, power lines, fences, roads, watchmen, suitable storage places, etc.
6-10. Approval of Contractor's Plans. The approval by the Engineer of any drawing or any method of work proposed by the Contractor in accordance with paragraph 8-06 shall not relieve the Contractor of any of his or her responsibility for his or her errors therein and shall not be regarded as any assumption of risk or liability by the City or any officer or employee thereof and the Contractor shall have no claim under this contract on account of the failure or partial failure or inefficiency of any plan or method so approved. Such approval shall be considered to mean merely that the Engineer has no objection to the Contractor's using, upon his or her own full responsibility the plan or method approved.
6-11. Suggestions to the Contractor. Any plan or method of work suggested by the Engineer to the Contractor, but not specified or required, if adopted or followed by the Contractor in whole or in part, shall be used at the risk and responsibility of the Contractor; and the Engineer and the City shall assume no responsibility thereof. 6-12. Termination of Unsatisfactory Subcontracts. Should any subcontractor fail to perform in a satisfactory manner the work undertaken by him, such subcontract shall be terminated immediately by the Contractor upon notice from the Engineer.
6-13. Preservation of Stakes and Marks. The Contractor shall preserve carefully bench marks, reference points and stakes and in case of destruction he or she shall replace his or her stakes, reference points and bench marks and shall be responsible for any mistakes that may be caused by their unnecessary loss or disturbance.

Contractor’s attention is directed to Section 7-03 of these Special Provisions. 6-14. Assistance to Engineer. At the request of the Engineer the Contractor shall provide men from his or her force and tools, stakes and other materials to assist the Engineer temporarily in making measurements and surveys and in establishing temporary or permanent reference marks. Payment for such materials and assistance will be made as provided for under the caption "Extra Work," provided, however, that the cost of setting stakes and marks carelessly lost or destroyed by the Contractor's employees will be assessed to the Contractor.

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6-15. Removal of Condemned Materials and Structures. The Contractor shall remove from the site of the work, without delay, all rejected and condemned materials or structures of any kind brought to or incorporated in the work and upon his or her failure to do so, or to make satisfactory progress in so doing, within forty-eight (48) hours after the service of a written notice from the Engineer, the condemned material or work may be removed by the City and the cost of such removal shall be taken out of the money that may be due or may become due the Contractor on account of or by virtue of this contract. No such rejected or condemned material shall again be offered for use by the Contractor under this Contract.
6-16. Proof of Compliance with Contract. In order that the Engineer may determine whether the Contractor has complied with the requirements of this contract, not readily enforceable through inspection and tests of the work and materials, the Contractor shall, at any time when requested, submit to the Engineer properly authenticated documents or other satisfactory proofs as to his or her compliance with such requirements. 6-17. Errors and Omissions. If the Contractor, in the course of the work, finds any errors or omissions in plans or in the layout as given by survey points and instruction, or if he or she finds any discrepancy between the plans and the physical conditions of the locality, he or she shall immediately inform the Engineer, in writing and the Engineer shall promptly verify the same. Any work done after such discovery, until authorized, will be done at the Contractor's risk.
6-18. Cooperation. The Contractor shall cooperate with all other contractors who may be performing work in behalf of the City and workmen who may be employed by the City on any work in the vicinity of the work to be done under this contract with the work of such contractors or workmen. he or she shall make good promptly, at his or her own expense, any injury or damage that may be sustained by other contractors or employees of the City at his or her hands.

Any difference or conflict which may arise between the Contractor and other contractors, or between the contractor and workmen of the City in regard to their work shall be adjusted and determined by the Engineer. If the work of the Contractor is delayed because of any acts or omissions of any other contractor or of the City, the Contractor shall on that account have no claim against the City other than for an extension of time. 6-19. Right of Contractor to Stop Work. Under the following conditions the Contractor shall have the right, if he or she so desires, to stop the work and terminate the contract upon ten (10) days written notice to the Engineer and recover from the City payment for all work actually performed and for all satisfactory materials actually delivered to the site of the work for permanent incorporation therein, all as may be shown by the estimate of the Engineer. (1) If the work is stopped under an order of any court or other competent public authority for a period of time of three (3) months through no act or fault of the Contractor or of anyone employed by him. (2) If the Engineer fails to issue the monthly certificate for payment in accordance with the terms of this contract.
(3) If the City fails to pay the Contractor within sixty (60) days after it shall have become due, as provided by the terms of this contract, any sum certified by the Engineer or awarded by the City.

All provided that if such action to terminate the contract be not instituted by the Contractor within ten (10) days after the alleged existence of such condition and if written notice of such action be not at that time delivered to the City and the Engineer, then such right shall lapse until another occasion arises according to this section. 6-20. Hiring and Dismissal of Employees. The Contractor shall employ only such foremen, mechanics and laborers as are competent and skilled in their respective lines of work and whenever the Engineer shall notify the Contractor that any person on the work is, in his or her opinion, incompetent, unfaithful, intemperate or disorderly, or refuses to carry out the provisions of this contract, or uses threatening or abusive language to any person on the work representing the City, or is otherwise unsatisfactory, such person shall be discharged im mediately from the work and shall not be re-employed upon it except with the consent of the Engineer. 6-21. Wage Rates.

1. Contractor shall pay all mechanics and laborers employed or working upon the site of the work unconditionally and without subsequent deductions or rebate on any account the full amounts due at the

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time of payment at wage rates not less than those contained in the applicable prevailing wage determination, regardless of any contractual relationship which may be alleged to exist between the Contractor and subcontractors and such laborers and mechanics.

2. Contractor shall comply with the California Labor Code Section 1775. In accordance with said Section 1775, Contractor shall forfeit as a penalty to the Owner, $50.00 (or the higher minimum penalty as provided in Section 1775(B)(ii) – (iii)) for each calendar day or portion thereof, for each workman paid less than the stipulated prevailing rates for such work or craft in which such workman is employed for any work done under the Contract by him or her or by any subcontractor under him or her in violation of the provisions of the Labor Code and in particular, Labor Code Sections 1770 to 1780, inclusive. In addition to said penalty and pursuant to Section 1775, the difference between such stipulated prevailing wage rates and the amount paid to each workman for each calendar day or portion thereof for which each workman was paid less than the stipulated prevailing wage rate shall be paid to each workman by the Contractor.

3. Pursuant to the provision of Section 1770 of the Labor Code of the State of California, Owner has ascertained the general prevailing rate of wages (which rate includes employer payments for health and welfare, vacation, pension and similar purposes) applicable to the work to be done, for straight time work.

The holiday wage rate listed shall be applicable to all holidays recognized in the collective bargaining agreement of the particular craft, classification or type of workmen concerned. Copies of the General Prevailing Wage Determination are available on the Internet at web address:
http://www.dir.ca.gov/DLSR/PWD The Contractor shall post the wage determination at the site of work in a prominent place where it can easily be seen by the workers.

4. City will not recognize any claim for additional compensation because the Contractor has paid any rate in excess of the prevailing wage rate obtained by the Contractor. The possibility of wage increases is one of the elements to be considered by the Contractor in determining his or her bid and will not in any circumstances be considered as the basis for a claim against the City.

5. The Labor Commissioner through the Division of Labor Standards Enforcement (DLSE) may at any time require contractors and subcontractors to furnish electronic certified payroll records directly to DLSE.

Commencing with contracts awarded or after April 1, 2015, all contractors and subcontractors must furnish electronic certified payroll records directly to the DLSE.

6. Travel and Subsistence Payments.

Contractor shall make travel and subsistence payments to each workman needed to execute the work in accordance with the requirements in Section 1773.8 of the Labor Code (Chapter 880, Statutes of 1968).

7. Apprentices.

Attention is directed to the provisions in Sections 1777.5 (Chapter 1411, Statutes of 1968) and 1777.6 of the California Labor Code concerning the employment of apprentices by the Contractor or any subcontractor under him. Contractor and any subcontractor under him or her shall comply with the requirements of said sections in the employment of apprentices.

Information relative to apprenticeship standards, wage schedules and other requirements may be obtained from the Director of Industrial Relations, ex officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices. 6-22. Cleaning Up. The Contractor shall not allow the site of the work to become littered with trash and waste material, but shall maintain the same in a neat and orderly condition throughout the construction period. The Engineer shall have the right to determine what is or is not waste material or rubbish and the place and manner of disposal.

On or before the completion of the work, the Contractor shall without charge therefore carefully clean out all pits, pipes, chambers or conduits and shall tear down and remove all temporary structures built by him or her and shall remove rubbish of all kind from any of the grounds which he or she has occupied and leave them in first class condition.

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6-23. Guaranty. All work shall be guarantied for a period of one year from the date of acceptance by the City. The Contractor shall promptly make all needed repairs arising out of defective materials, workmanship and equipment.

The City is hereby authorized to make such repairs if within ten days after the mailing of a notice in writing to the Contractor or his or her agent, the Contractor shall neglect to make or undertake with due diligence the aforesaid repairs, provided, however, that in case of an emergency where, in the opinion of the City delay would cause serious loss or damage, repairs may be made without notice being sent to the Contractor and the Contractor shall pay the costs thereof.

Pursuant to the provisions of Section 4-03 of these Special Provisions, the Contractor shall furnish a Defective Material and Workmanship Bond in an amount not less than 5 percent of the final contract price, which shall be effective for a period of one (1) year after the completion and acceptance of the work.

SECTION 7. RESPONSIBILITIES AND RIGHTS OF CITY
7-01. Authority of the Engineer. All work done under this contract shall be done in a workmanlike manner and shall be performed to the reasonable satisfaction of the Engineer, who shall have general supervision of all work included hereunder. To prevent disputes and litigation, the Engineer (1) shall in all cases determine the amount, quality, acceptability and fitness of the several kinds of work and materials which are to be paid for under this contract, (2) shall decide all questions relative to the true construction, meaning and intent of the Special Provisions and Drawings, (3) shall decide all questions which may arise relative to the classifications and measurements of quantities and materials and the fulfillment of this contract and (4) shall have the power to reject or condemn all work or material which does not conform to the terms of this contract. his or her estimate and decision in all matters shall be a condition precedent to an appeal for arbitration, or the right of the Contractor to receive, demand, or claim any money or other compensation under this agreement and a condition precedent to any liability on the part of the City to the Contractor on account of this contract. Whenever the Engineer shall be unable to act, in consequence of absence or other cause, then such engineer as the Engineer or the City shall designate, shall perform any and all of the duties and be vested with any or all of the powers herein given to the Engineer. 7-02. Inspection. The City will provide engineering personnel for the inspection of the work.

The Engineer and his or her representatives shall at all times have access to the work whenever it is in preparation or progress and the Contractor shall provide proper facilities for such access and inspection.

If the Special Provisions, the Engineer's instruction, laws, ordinances, or any public authority require any work to be specially tested or approved, the Contractor shall give the Engineer timely notice of its readiness for inspection and, if the inspection is by an authority other than the Engineer, of the date fixed for such inspection. Inspections by the Engineer shall be promptly made at the source of supply where practicable. If any work shall be covered up without approval or consent of the Engineer, it must, if required by the Engineer, be uncovered for examination and properly restored at the Contractor's expense.

Re-examination of any work may be ordered by the Engineer and, if so ordered, the work must be uncovered by the Contractor. If such work is found to be in accordance with the contract documents, the City shall pay the cost of reexamination and replacement. If such work is not in accordance with the contract documents, the Contractor shall pay such cost.

Properly authorized and accredited inspectors shall be considered to be the representatives of the City limited to the duties and powers entrusted to them. It will be their duty to inspect materials and workmanship of those portions of the work to which they are assigned, either individually or collectively, under instructions of the Engineer and to report any and all deviations from the Drawings, Special Provisions and other contract provisions which may come to their notice. Any inspector may be considered to have the right to order the work entrusted to his or her supervision stopped, if in his or her opinion such action becomes necessary, until the Engineer is notified and has determined and ordered that the work may proceed in due fulfillment of all contract requirements. 7-03. Surveys. Contractor shall furnish all land surveys, establish all base lines and bench marks and make sufficient detailed surveys needed for working points, lines and elevations. The Contractor shall develop all slope stakes and batter boards. Contractor shall also develop all additional working points, lines and elevations as he or she may desire to facilitate his or her methods and sequence of construction.

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7-04. Rights-of-Way. The City will provide all necessary rights-of-way and easements in or beneath which work will be performed by the Contractor under this contract. 7-05. Retention of Imperfect Work. If any portion of the work done or material furnished under this contract shall prove defective and not in accordance with the Plans and Special Provisions, and if the imperfection in the same shall not be of sufficient magnitude or importance to make the work dangerous or undesirable, the Engineer shall have the right and authority to retain such work instead of requiring the imperfect work to be removed and reconstructed, but he or she shall make such deductions therefor in the payments due or to become due the Contractor as may be just and reasonable.
7-06. Changes in the Work. The Engineer shall have the right, in writing, to order additions to, omissions from, or corrections, alterations and modifications in the line, grade, form, dimensions, plan, or kind or amount of work or materials herein contemplated, or any part thereof, either before or after the beginning of construction. However, the arithmetical sum of the cost to the City of additions and subtractions from the work under this contract shall not exceed 10 percent of original contract amount or $5,000, whichever is the greater, unless based upon a supplementary agreement to be made therefore.

The order of such additions, omissions, corrections, alterations and modifications shall be in writing and signed by the Engineer and, in order, shall then be binding upon the Contractor. The Contractor shall proceed with the work as changed and the value of such change shall be determined as provided for in section 10-07 of these Special Provisions.

Such alterations shall in no way affect, vitiate, or make void this contract or any part thereof, except that which is necessarily affected by such alterations and is clearly the evident intention of the parties to this contract. 7-07. Additional Drawings by City. The drawings made a part of this contract at the time of its execution are intended to be fairly comprehensive and to indicate in more or less detail the scope of the work. In addition to these drawings, however, the Engineer shall furnish such additional drawings from time to time during the progress of the work as are necessary to make clear or to define in greater detail the intent of the Special Provisions and the contract drawings and the Contractor shall make his or her work conform to all such drawings. 7-08. Additional and Emergency Protection. Whenever, in the opinion of the Engineer, the Contractor has not taken sufficient precautions for the safety of the public or the protection of the works to be constructed under this contract, or of adjacent structures or property which may be injured by the processes of construction on account of such neglect and whenever, in the opinion of the Engineer, an emergency shall arise and immediate action shall be considered necessary in order to protect public or private, personal or property interest, then and in that event, the Engineer, with or without notice to the Contractor may provide suitable protection to the said interests by causing such work to be done and such material to be furnished as shall provide such protection as the Engineer may consider necessary and adequate.

The cost and expense of such work and material so furnished shall be borne by the Contractor and, if the same shall not be paid on presentation of the bills therefor, then such costs shall be deducted from any amounts due or to become due the Contractor.

The performance of such emergency work under the direction of the Engineer shall in no way relieve the Contractor from any damages which may occur during or after such precaution has been taken by the Engineer. 7-09. Suspension of Work. The City may at any time suspend the work or any part thereof by giving five (5) days written notice to the Contractor. The work shall be resumed by the Contractor within ten (10) days after the date fixed in the written notice from the City to the Contractor so to do. The City shall reimburse the Contractor for expense incurred by the Contractor in connection with the work under this contract as a result of such suspension.

If the work, or any part thereof, shall be stopped by the notice in writing aforesaid and if the City does not give notice in writing to the Contractor to resume work at a date within ten (10) days of the date fixed in the written notice to suspend, then the Contractor may abandon that portion of the work so suspended and he or she will be entitled to the estimates and payments for all work done on the portions so abandoned, if any, plus 5 percent of the value of the work so abandoned, to compensate for loss of overhead, plant expense and anticipated profit. 7-10. Right of City to Terminate Contract. If the Contractor should be adjudged a bankrupt, or if he or she should make a general assignment for the benefit of his or her creditors, or if a receiver should be appointed on

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account of his or her insolvency, or if he or she should persistently or repeatedly refuse or should fail, except in cases for which extension of time is provided, to supply sufficient properly skilled workmen or proper materials, or if he or she should fail to make prompt payments to subcontractors or for material or labor, or persistently disregard laws, ordinances or the instructions of the Engineer, or otherwise be guilty of a substantial violation of any provision of the contract, then the City, upon the certificate of the Engineer that sufficient cause exists to justify such action, may, without prejudice to any other right or remedy and after giving the Contractor seven days written notice, terminate the employment of the Contractor and take possession of the premises and of all materials, tools and appliances and finish the work by whatever method the City may deem expedient. In such case, the Contractor shall not be entitled to receive any further payment until the work is finished. If the unpaid balance of the contract price shall exceed the expense of finishing the work, including compensation for additional managerial and administrative services, such excess shall be paid to the Contractor. If such expense shall exceed such unpaid balance, the Contractor shall pay the difference to the City. The expense incurred by the City as herein provided and the damage incurred through the Contractor's default, shall be certified by the Engineer. In the event that a termination under this section is determined to be improper, such termination shall be deemed a constructive termination for convenience taken pursuant to section 7-12 below. 7-11. Use of Completed Portions. The City shall have the right to take possession of and use any completed or partially completed portions of the work, notwithstanding the time for completing the entire work or such portions which may not have expired; but such taking possession and using shall not be deemed an acceptance of any work not completed in accordance with the contract documents. If such prior use increases the cost of or delays the work, the Contractor shall be entitled to such extra compensation, or extension of time or both, as the Engineer may determine.
7-12. Right of City to Terminate Contract for Convenience. The City may terminate performance of the work called for by the contract documents in whole or, from time to time, in part, if the City determines that a termination is in the City’s best interest. The Contractor shall terminate all or any part of the work upon delivery to the Contractor of a notice of termination specifying that the termination is for the convenience of the City, the extent of termination, and the effective date of such termination. After receipt of notice of termination, and except as directed by the Engineer, the Contractor shall, regardless of any delay in determining or adjusting any amounts due under this termination for convenience clause, immediately proceed with the following obligations:

1. Stop work as specified in the notice.

2. Complete any work specified in the notice of termination in a least cost/shortest time manner while still maintaining the quality called for under the contract documents.

3. Leave the property upon which the Contractor was working and upon which the facility (or facilities) forming the basis of the contract documents is situated in a safe and sanitary manner such that it does not pose any threat to the public health or safety.

4. Terminate all subcontracts to the extent that they relate to the portions of the work terminated.

5. Place no further subcontracts or orders, except as necessary to complete the continued portion of the contract.

6. Submit to the Engineer, within ten (10) calendar days from the effective date of the notice of termination, all of the usual documentation called for by the contract documents to substantiate all costs incurred by the Contractor for labor, materials and equipment through the effective date of the notice of termination. Any documentation substantiating costs incurred by the Contractor solely as a result of the City's exercise of its right to terminate this Contract pursuant to this clause, which costs the contractor is authorized under the contract documents to incur, shall: (1) be submitted to and received by the Engineer no later than 30 calendar days after the effective date of the notice of termination; (2) describe the costs incurred with particularity; and (3) be conspicuously identified as “Termination Costs occasioned by the City's Termination for Convenience.”
Termination of the contract shall not relieve Surety of its obligation for any just claims arising out of or relating to the work performed. In the event that the City exercises its right to terminate this contract pursuant to this clause, the City shall pay the Contractor, upon the Contractor's submission of the documentation required by this clause and other applicable provisions of the contract documents, the following amounts:

All actual reimbursable costs incurred according to the provisions of this contract.

1. A reasonable allowance for profit on the cost of the Work performed, provided Contractor establishes to the satisfaction of the Engineer that it is reasonably probable that Contractor would have made a profit had the contract been completed and provided further, that the profit allowed shall in no event exceed fifteen (15%) percent of the costs.

2. A reasonable allowance for Contractor's administrative costs in determining the amount payable due to termination of the contract under this Article.

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Notwithstanding any other provision of this Article, when immediate action is necessary to protect life and safety or to reduce significant exposure or liability, the City may immediately order Contractor to cease work on the project until such safety or liability issues are addressed to the satisfaction of the City or the contract is terminated.

SECTION 8. WORKMANSHIP, MATERIALS and EQUIPMENT
8-01. General Quality. Materials and equipment shall be new and of a quality equal to that specified or approved.

Work shall be done and completed in a thorough and workmanlike manner. 8-02. Quality in Absence of Detailed Specifications. Whenever under this contract it is provided that the Contractor shall furnish materials or manufactured articles or shall do work for which no detailed specifications are set forth, the materials or manufactured articles shall be of the best grade in quality and workmanship obtainable in the market from firms of established good reputation, or, if not ordinarily carried in stock, shall conform to the usual standards for first-class materials or articles of the kind required, with due consideration of the use to which they are to be put. In general, the work performed shall be in full conformity and harmony with the intent to secure the best standard of construction and equipment of the work as a whole or in part. 8-03. Materials and Equipment Specified by Name. Whenever any material or equipment is indicated or specified by patent or proprietary name or by the name of the manufacturer, such specification shall be considered as used for the purpose of describing the material or equipment desired and shall be considered as followed by the words "or approved equal". The Contractor may offer any material or equipment which shall be equal in every respect to that specified, provided that written approval first is obtained from the Engineer. 8-04. Source of Materials. Price, fitness and quality being equal, preference shall be given by the Contractor for supplies grown, manufactured or produced in the State of California and, next, for such products partially produced in this State in accordance with Government Code Section 4332. 8-05. Storage of Materials. Materials shall be so stored to ensure the preservation of their quality and fitness for the work. They shall be so located and disposed that prompt and proper inspection thereof may be made. 8-06. Drawings, Samples and Tests. As soon as possible after execution of the contract, the Contractor shall submit to the Engineer, in quintuplicate, sufficient information including, if necessary, assembly and detail drawings to demonstrate fully that the equipment and materials to be furnished comply with the provisions and intent of these Special Provisions and Drawings. If the information thus submitted indicates the equipment or materials is acceptable, the Engineer will return one copy stamped with his or her approval; otherwise, one copy will be returned with an explanation of why the equipment or material is unsatisfactory. The Contractor shall have no claims for damages or for extension of time on account of any delay due to the revision of drawings or rejection of material.

Fabrication or other work performed in advance of approval shall be done entirely at the Contractor's risk. After approval of equipment or material, the Contractor shall not deviate in any way from the design and specifications given without the written consent of the Engineer.

When requested by the Engineer, a sample or test specimens of the materials to be used or offered for use in connection with the work shall be prepared at the expense of the Contractor and furnished by him or her in such quantities and sizes as may be required for proper examination and tests, with all freight charges prepaid and with information as to their sources.

All samples shall be submitted before shipment and in ample time to permit the making of proper tests, analyses, or examination before the time at which it is desired to incorporate the material into the work. All tests of materials furnished by the Contractor shall be made by the Engineer. Samples shall be secured and tested whenever necessary to determine the quality of the material.

SECTION 9. PROSECUTION OF WORK
9-01. Equipment and Methods. The work under this contract shall be prosecuted with all materials, tools, machinery, apparatus and labor and by such methods as are necessary to the complete execution of everything described, shown, or reasonably implied. If at any time before the beginning or during the progress of the work, any

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part of the Contractor's plant or equipment, or any of his or her methods of execution of the work, appear to the Engineer to be unsafe, inefficient, or inadequate to insure the required quality or the rate of progress of the work, he or she may order the Contractor to increase or improve his or her facilities or methods and the Contractor shall comply promptly with such orders; but, neither compliance with such orders nor failure of the Engineer to issue such orders shall relieve the Contractor from his or her obligation to secure the degree of safety, the quality of the work and the rate of progress required of the Contractor. The Contractor alone shall be responsible for the safety, adequacy and efficiency of his or her plant, equipment and methods. 9-02. Time of Completion. The Contractor shall promptly begin the work under this contract and shall complete and make ready for full use all portions of the project made the subject of this contract within the time set forth in the agreement bound herewith.
9-03. Avoidable Delays. Avoidable delays in the prosecution or completion of the work shall include all delays which might have been avoided by the exercise of care, prudence, foresight and diligence on the part of the Contractor. The City will consider as avoidable delays within the meaning of this contract (1) delays in the prosecution of parts of the work, which may in themselves be unavoidable, but do not necessarily prevent or delay the prosecution of other parts of the work nor the completion of the whole work within the time herein specified, (2) reasonable loss of time resulting from the necessity of submitting plans to the Engineer for approval and from the making of surveys, measurements, inspections, and testing and (3) such interruptions as may occur in the prosecution of the work on account of the reasonable interference of other contractors employed by the City which do not necessarily prevent the completion of the whole work within the time herein specified. 9-04. Unavoidable Delays. Unavoidable delays in the prosecution or completion of the work under this contract shall include all delays which may result, through cause beyond the control of the Contractor and which he or she could not have provided against by the exercise of care, prudence, foresight and diligence. Orders issued by the City changing the amount of work to be done, the quantity of material to be furnished or the manner in which the work is to be prosecuted and unforeseen delays in the completion of the work of other contractors under contract with the City will be considered unavoidable delays, so far as they necessarily interfere with the Contractor's completion of the whole of the work. Delays due to normally adverse weather conditions will not be regarded as unavoidable delays. However, truly abnormal amounts of rainfall, temperatures or other weather conditions for the location of the work and time of year may be considered as unavoidable delays if those conditions necessarily cause a delay in the completion of the work.
9-05. Notice of Delays. Whenever the Contractor foresees any delay in the prosecution of the work and, in any event, immediately upon the occurrence of any delay which the contractor regards as an unavoidable delay, he or she shall notify the Engineer in writing of the probability of the occurrence of such delay and its cause, in order that the Engineer may take immediate steps to prevent, if possible, the occurrence or continuance of the delay, or, if this cannot be done, may determine whether the delay is to be considered avoidable or unavoidable, how long it continues and to what extent the prosecution and completion of the work are to be delayed thereby. 9-06. Extension of Time. Should any delays occur which the Engineer may consider unavoidable, as herein defined, the Contractor shall, pursuant to his or her application, be allowed an extension of time proportional to said delay or delays, beyond the time herein set forth, in which to complete this contract; and liquidated damages for delay shall not be charged against the Contractor by the City during an extension of time granted because of unavoidable delay or delays.

Any claim by Contractor for a time extension based on unavoidable delays shall be based on written notice delivered to the Engineer within 15 days of the occurrence of the event giving rise to the claim. Failure to file said written notice within the time specified shall constitute a waiver of said claim. Notice of the full extent of the claim and all supporting data must be delivered to the Engineer within 45 days of the occurrence unless the Engineer specifies in writing a longer period. All claims for a time extension must be approved by the Engineer and incorporated into a written change order.
9-07. Unfavorable Weather and Other Conditions. During unfavorable weather and other conditions, the Contractor shall pursue only such portions of the work as shall not be damaged thereby. No portions of the work whose satisfactory quality or efficiency will be affected by any unfavorable conditions shall be constructed while these conditions remain, unless, by special means or precautions approved by the Engineer, the Contractor shall be able to overcome them.

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The Contractor shall be granted a time extension of one day for each unfavorable weather day which prevents him or her from placing concrete forms or placing and finishing concrete or asphalt concrete. Such unfavorable weather day is defined as a rain day where precipitation prevents the contractor from performing the work more than four (4) continuous hours within the authorized work period or a temperature day where the ambient temperature is below that specified for the placement of materials associated with the controlling work item for more than four (4) continuous work hours of the authorized work period.
9-08. Saturday, Sunday, Holiday and Night Work. No work shall be done between the hours of 6 p.m. and 7 a.m., nor on Saturdays, Sundays or legal holidays except such work as is necessary for the proper care and protection of work already performed, or except in cases of absolute necessity and in any case only with the permission of the Engineer.

It is understood, however, that night work may be established as a regular procedure by the Contractor if he or she first obtains the written permission of the Engineer and that such permission may be revoked at any time by the Engineer if the Contractor fails to maintain at night adequate force and equipment for reasonable prosecution and to justify inspection of the work.
9-09. Hours of Labor. Eight (8) hours of labor shall constitute a legal day's work and the Contractor or any subcontractor shall not require or permit more than eight hours of labor in a day from any person employed by him or her in the performance of the work under this contract, unless paying compensation for all hours worked in excess of eight (8) hours per day at not less than 1½ times the basic rate of pay. The Contractor shall forfeit to the City, as a penalty, the sum of twenty-five dollars ($25.00) for each workman employed in the execution of the contract by him or her or by any subcontractor, for each calendar day during which such laborer, workman, or mechanic is required or permitted to labor more than eight hours in violation of the provisions of Section 1810 to 1816, inclusive, (Article 3, Chapter 1, Part 7, Division 2) of the Labor Code of the State of California and any acts amendatory thereof.

SECTION 10. PAYMENT
10-01. Certification by Engineer. All payments under this contract shall be made upon the presentation of certificates in writing from the Engineer and shall show that the work covered by the payments has been done and the payments thereof are due in accordance with this contract. 10-02. Progress Estimates and Payment. The Engineer shall, within the first seven (7) days of each month, make an estimate of the value of the work performed in accordance with this contract during the previous calendar month.

The first estimate shall be of the value of the work satisfactorily completed in place and meeting the requirements of the contract. And every subsequent estimate, except the final estimate, shall be of the value of the work satisfactorily completed in place since the last preceding estimate was made; provided, however, that should the Contractor fail to adhere to the program of completion fixed in this contract, the Engineer shall deduct from the next and all subsequent estimates the full calculated accruing amount of the liquidated damages to the date of said estimate, until such time as the compliance with the program has been restored.

The estimate shall be signed by the Engineer and, after approval, the City shall pay or cause to be paid to the Contractor in the manner provided by law, an amount equal to 95 percent of the estimated value of the work satisfactorily performed and complete in place.
10-03. Substitution of Securities.

1. At such times that Pubic Contract Code Section 22300 is in effect Contractor may propose the substitution of securities of at least equal market value for any moneys to be withheld to ensure performance under the Contract.

Market value shall be determined as of the day prior to the date such substitution is to take place. Such substitution shall be made at the request and expense of the Contractor. The securities shall be one or more of the following types:
(a) Bonds or interest-bearing notes or obligations of the United States, or those for which the faith and credit of the United States are pledged for the payment of principal and interest.

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(b) Bonds or interest-bearing notes on obligations that are guaranteed as to principal and interest by a federal agency of the United States.
(c) Bonds of the State of California, or those for which the faith and credit of the State of California are pledged for the payment of principal and interest.
(d) Bonds or warrants, including, but not limited to, revenue warrants, of any county, city, metropolitan water district, California water district, California water storage district, irrigation district in the State of California, municipal utility district, or school district of the State of California, which are rated by Moody's or Standard and Poor as A or better.
(e) Bonds, consolidated bonds, collateral trust debentures, consolidated debentures, or other obligations issued by federal land banks or federal intermediate credit banks established under the Federal Farm Loan Act, as amended; debentures and consolidated debentures issued by the Central Bank for Cooperatives and banks for cooperatives established under the Farm Credit Act of 1933, as amended; bonds, or debentures of the Federal Home Loan Bank Board established under the Federal Home Loan Bank Act; and stock, bonds, debentures and other obligations of the Federal National Mortgage Association established under the National Housing Act as amended and bonds of any Federal Home Loan Mortgage Corporation.
(f) Commercial paper of "prime" quality as defined by a nationally recognized organization which rates such securities. Eligible paper is further limited to issuing corporations: (1) organized and operating within the United States; (2) having total assets in excess of five hundred million dollars ($500,000,000); and (3) approved by the Pooled Money Investment Board of the State of California. Purchases of eligible commercial paper may not exceed 180 days' maturity, nor represent more than 10 percent of the outstanding paper of an issuing corporation.
(g) Bills of exchange or time drafts on and accepted by a commercial bank, otherwise known as bankers acceptances, which are eligible for purchase by the Federal Reserve System. (h) Certificates of deposits issued by a nationally or state-chartered bank or savings and loan association. (i) The portion of bank loans and obligations guaranteed by the United States Small Business Administration or the United States Farmers Home Administration. (j) Student loan notes insured under the Guaranteed Student Loan Program established pursuant to the Higher Education Act of 1965, as amended (20 U.S.C. 1001, et seq.) and eligible for resale to the Student Loan Marketing Association established pursuant to Section 133 of the Education Amendments of 1972, as amended (20 U.S.C. 1087-2).
(k) Obligations issued, assumed or guaranteed by International Bank for Reconstruction and Development, the Inter-American Development Bank, the Asian Development Bank, or the Government Development Bank of Puerto Rico.
(l) Bonds, debentures and notes issued by corporations organized and operating within the United States.

Such securities eligible for substitution shall be within the top three ratings of a nationally recognized rating service.

2. The securities shall be deposited with City or with any commercial bank as escrow agent, who shall arrange for transfer of such securities to the Contractor upon satisfactory completion of the contract. Any interest accrued or paid on such securities shall belong to the Contractor and shall be paid upon satisfactory completion of the contract.

The market value of the securities deposited shall at all times be maintained in an amount at least equal, in the sole judgment of City, to the moneys to be withheld pursuant to the Contract Documents to ensure performance of the Contract. In order to comply with this condition, Contractor shall deposit additional securities as necessary upon request by City or the escrow agent.

3. Upon acceptance of any Proposal that includes substituting securities for amounts withheld to ensure performance, a separate escrow agreement satisfactory in form and substance to City shall be prepared and

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CENTRAL UKIAH CIRCULATION 20 Spec No.23-07
executed by City, the Contractor and the escrow agent, which may be City. The escrow agreement shall specify, among other matters, value of securities to be deposited; procedures for valuing the securities and for adding or withdrawing securities to maintain the market value of the deposited securities at least equal to the amount of moneys which would otherwise be withheld; the terms and conditions of conversion to cash in case of the default by the Contractor; and terms, conditions and procedure for termination of the escrow. City shall have no obligation to enter any such Agreement that does not provide the City with the unilateral right to convert securities to cash and to gain immediate possession of the cash.
10-04. Acceptance. The work must be accepted by vote of the City Council of the City of Ukiah when the whole shall have been completed satisfactorily. The Contractor shall notify the Engineer, in writing, of the completion of the work, whereupon the Engineer shall promptly, by personal inspection, satisfy himself as to the actual completion of the work in accordance with the terms of the contract and shall thereupon recommend acceptance by the City Council.
10-05. Final Estimate and Payment. The Engineer shall, as soon as practicable after the final acceptance of the work done under this contract, make a final estimate of the amount of work done thereunder and the value thereof.

Such final estimate shall be signed by the Engineer, and after approval, the City shall pay or cause to be paid to the Contractor, in the manner provided by law, the entire sum so found to be due hereunder, after deducting therefrom all previous payments and such other lawful amounts as the terms of this contract prescribe.

In no case will final payment be made in less than thirty-five (35) days after the filing of the notice of completion with the County Recorder.
10-06. Delay Payments. Should any payment due the Contractor or any estimate be delayed, through fault of the City beyond the time stipulated, such delay shall not constitute a breach of contract or be the basis for a claim for damages, but the City shall pay the Contractor interest on the amount of the payment at the rate of 6 percent per annum for the period of such delay. The terms for which interest will be paid shall be reckoned, in the case of any monthly or progress payment, from the twentieth day of the month next succeeding the month in which the work was performed to the date of payment of the estimate; and in the case of the final estimate, from the forty-fifth day after acceptance to the date of payment of the final estimate.

The date of payment of any estimate shall be considered the day on which the payment is offered or mailed as evidenced by the records of the Treasurer of the City. If interest shall become due on any delayed payment, the amount thereof, as determined by the City, shall be added to a succeeding payment. If the interest shall become due on the final payment, it shall be paid on a supplementary voucher to interest or any sum or sums which, by the terms of this contract, the City is authorized to reserve or retain. 10-07. Extra Work and Work Omitted. Whenever corrections, alterations, or modifications of the work under this contract ordered by the Engineer and approved by the City increase the amount of work to be done, such added work shall be known as "extra work"; and when such corrections, alterations, or modifications decrease the amount of work to be done, such subtracted work shall be known as "work omitted".

When the Contractor considers that any changes ordered involve extra work, he or she shall immediately notify the Engineer in writing and subsequently keep him or her informed as to when and where extra work is to be performed and shall make claim for compensation therefor each month not later than the first day of the month following that in which the work claimed to be extra work was performed and he or she shall submit a daily complete statement of materials and labor used and expenses incurred on account of extra work performed, showing allocation of all materials, labor and expenses.

All such claims shall state the date of the Engineer's written order and the date of approval by the City authorizing the work on account of which claim is made. Unless such notification is made in writing within the time specified and unless complete statements of materials used and expenses incurred on account of such extra work are furnished as above required, the Contractor shall not be entitled to payment on account of extra work and Contractor shall be deemed to have waived the right to make any future claims for compensation for such extra work.

When changes decrease the amount of work to be done, they shall not constitute a claim for damages on account of anticipated profits on the work that may be omitted.

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10-08. Compensation for Extra Work or Work Omitted. Whenever corrections, additions, or modifications in the work under this contract change the amount of work to be done or the amount of compensation due the Contractor, excepting increases or decreases in contract items having unit contract prices for each measurable quantity installed in place, and such changes have been ordered in writing by the Engineer and approved by the City prior to the Contractor performing the extra work, then a price may be agreed upon. Failing such an agreement in price, the Contractor shall be compensated for performing extra work pursuant to the provisions of Section 4-

1.03 D,"Extra Work", and Section 9-1.03,"Force Account Payment" of the Standard Specifications.

This method of determining the price of work shall not apply to the performance of any work which is required or reasonably implied to be performed or furnished under this contract. 10-09. Compensation to the City for Extension of Time. In case the work called for under this contract is not completed within the time limit stipulated herein, the City shall have the right as provided hereinabove, to extend the time of completion thereof. If the time limit be so extended, the City shall have the right to charge to the Contractor and to deduct from the final payment for the work the actual cost to the City of engineering, inspection, superintendence and other overhead expenses which are directly chargeable to the contract and which accrue during the period of such extension, except that the cost of final unavoidable delays shall not be included in such charges.
10-10. Liquidated Damages for Delay. It is agreed by the parties to the contract that time is of the essence and that, in case all the work is not completed before or upon the expiration of the time limit as set forth, damage, other than those cost items identified in section 10-09, will be sustained by the City and that it is and will be impracticable to determine the actual amount of damage by reason of such delay; and it is therefore agreed that the Contractor will pay to the City the sum of five hundred dollars ($500.00) per day for each and every calendar day's delay beyond the time prescribed.

In compliance with the provisions of California Public Contract Code § 7102, the Contractor will be compensated for damages incurred due to delays in completing the work due solely to the fault of the City, where such delay is unreasonable under the circumstances and not contemplated by the parties. The Contractor and City agree that determining actual damages is impracticable and extremely difficult. As such, the Contractor shall be entitled to the appropriate time extension and to payment of liquidated damages in the sum of $250 per day of delay in excess of the time specified for the completion of the work. Such amount shall constitute the only payment allowed and shall necessarily include all overhead (direct or indirect), all profit, all administrative costs, all bond costs, all labor, materials, equipment and rental costs, and any other costs, expenses and fees incurred or sustained as a result of such delay. The Contractor expressly agrees to be limited solely to the liquidated damages for all such delays as defined in this subsection.

SECTION 11. MISCELLANEOUS
11-01. Notice. Whenever any provision of the contract documents requires the giving of written notice, it shall be deemed to have been validly given if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. If mailed, the notice shall be deemed received on the date of delivery stated in the return receipt.
11-02. Computation of Time. When any period of time is referred to in the Contract Documents by days, it shall be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day shall be omitted from the computation.
11-03. Claims Procedure Required by Public Contract Code Section 9204. This section shall apply to any claim by the Contractor arising in connection with this project in accordance with Public Contract Code Section 9204. a. For purposes of this section "Claim" means a separate demand by the Contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following:
(A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by the City under this contract.

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(B) Payment by the City of money or damages arising from work done by, or on behalf of, the Contractor pursuant to this contract and payment for which is not otherwise expressly provided or to which the Contractor is not otherwise entitled.
(C) Payment of an amount that is disputed by the City.
(A) Upon receipt of a claim pursuant to this section, the City shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the Contractor a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public entity and the contractor may, by mutual agreement, extend the time period provided in this subdivision. (B) The Contractor shall furnish reasonable documentation to support the claim. (C) If the City needs approval from its governing body to provide the Contractor a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the City shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion. (D) Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the City issues its written statement. If the City fails to issue a written statement, paragraph (3) shall apply.
(2)
(A) If the Contractor disputes the City's written response, or if the City fails to respond to a claim issued pursuant to this section within the time prescribed, the Contractor may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the City shall schedule a meet and confer conference within 30 days for settlement of the dispute.
(B) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the City shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the City and the Contractor sharing the associated costs equally. The City and Contractor shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section.
(C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section.
(D) Unless otherwise agreed to in writing by the City and the Contractor, the mediation conducted pursuant to this section shall excuse any further obligation under Public Contract Code Section 20104.4 to mediate after litigation has been commenced.
(3) Failure by the City to respond to a claim from the Contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public entity's failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the Contractor.

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(4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum.
(5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the Contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the Contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the Contractor shall notify the subcontractor in writing as to whether the Contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so. c. A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) the City may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section.
11-04. Litigation and Forum Selection. Contractor and City stipulate and agree that any litigation relating to the enforcement or interpretation of this contract, arising out of Contractor's performance or relating in any way to the work shall be brought in Mendocino County and that venue will lie in Mendocino County.

Except as otherwise expressly provided by law, the parties waive any objections they might otherwise have to the propriety of jurisdiction or venue in the state courts in Mendocino County and agree that California law shall govern any such litigation.

The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto and, in particular but without limitation, the warranties, guaranties and obligations imposed upon the Contractor and all of the rights and remedies available to the City thereunder, shall be in addition to and shall not be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by law or contract, by special warranty or guaranty, or by other provisions of the contract documents and the provisions of this paragraph shall be as effective as if repeated specifically in the contract documents in connection with each particular duty, obligation, right and remedy to which they apply. All warranties and guaranties made in the contract document shall survive final payment and termination or completion of this contract. The City disclaims an express or implied warranty that the plans and specifications identify all site conditions that could affect the time or cost to complete the Work. 11-05. Waiver. The Contractor shall strictly comply with all notices and other contract requirements. Waiver by the City of any failure of the Contractor to comply with any term of the contract, including the notice provisions, shall not be deemed a waiver of a subsequent breach.

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TECHNICAL SPECIFICATIONS
SECTION 12. GENERAL INFORMATION
12-01. Location and Scope of Work. All of the work to be performed is within the City of Ukiah and generally consists of utility replacement, roadway excavation and paving, pedestrian improvements, and lighting and landscaping. The work to be performed is located along East Clay Street between South Main Street and Leslie Street, and along Leslie Street between East Perkins Street and East Gobbi Street. Work includes, but is not limited to, tree removal and clearing/grubbing, demolition of sidewalks, curb and gutter, asphalt concrete roadway removal, removal of water and sanitary sewer mains and service laterals, cold planing the existing roadway surface on Leslie Street; the work also includes the construction of new sidewalk, curb and gutter, driveway aprons, curb return bulbouts and accessible curb ramps, new roadway construction on East Clay Street, asphalt concrete overlay on Leslie Street, new water and sanitary sewer mains and service laterals, storm drain modifications, and striping improvements, lighting improvements, rectangular rapid flashing beacon (RRFB) installation, and street tree planting.

The Contractor should familiarize himself with the local conditions of the project sites. Failure to do so will in no way relieve him of the responsibility for performing any of the work or operations required as a part of this contract.

Further information regarding the work or these specifications can be obtained from Seth Strader at (707) 467- 5719.
12-02. Arrangement of Technical Specifications. The Technical Specifications are arranged in sections covering the various phases of work as follows:

Section No. Title
12 General Information
13 Construction Details (Special Provisions)
14 Exclusions from General Conditions
15 Amendments to General Conditions
12-03. Arrangement of Plans. General locations and linear quantities of the work are shown on the Plans. The Plans consist of thirty-five (35) sheets numbered 1 through 35 and they are hereby made a part of the Contract Documents.
12-04. Business Licenses. The Contractor and any subcontractors shall each secure and maintain a valid City of Ukiah Business License prior to the start of any portion of the work. 12-05. Permits. The Contractor shall provide, procure, and pay for all permits required to complete this work. The Contractor shall obtain an encroachment permit from the City of Ukiah Public Works Department at no cost prior to the start of the Work. The encroachment permit will not be issued until the Contract Agreement and bonds have been executed, submitted, and accepted by the City and all insurance endorsements have been submitted to and accepted by the City’s Risk Manager.
12-06. Standard Specifications and Standard Plans. The Standard Specifications and Standard Plans of the California State Department of Transportation 2025, are hereby made a part of these special provisions, and are hereinafter referred to as "Standard Specifications" and "Standard Plans." These special provisions specify the qualitative technical requirements of the project.

Whenever in the Standard Specifications and the Standard Plans the following terms are used, they shall be understood to mean and refer to the following:

Department of Transportation - The City Council.

Director of Public Works - The City of Ukiah Director of Public Works/City Engineer.

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Engineer - The Engineer, designated by the City Council, acting either directly or through properly authorized agents, such agents acting within the scope of the particular duties entrusted to them.

Laboratory - The designated laboratory authorized by the City of Ukiah and approved by Caltrans to test materials and work involved in the contract.

State or Owner - The City of Ukiah
Other terms appearing in the Standard Specifications and the Standard Plans shall have the intent and meaning specified in Section I, Definition of Terms of the Standard Specifications.

In case of discrepancy between the contract documents, the order of precedence from the highest to lowest is as follows:

1. (City) Special Provisions

2. (City) Project Plans

3. City Standard Plans and Details

4. Standard Plans

5. Standard Specifications
12-07. Temporary Facilities. All temporary facilities are the responsibility of the Contractor. The removal of said facilities shall be the responsibility of the Contractor. The Contractor shall be responsible for any and all damages to existing facilities which are a result of the work.
12-08. Public Convenience and Safety. Attention is directed to Section 7-1.03, "Public Convenience," 7-1.04, "Public Safety" of the Standard Specifications. The Contractor shall conduct operations so as to cause the least possible obstruction and inconvenience to public traffic. The Contractor shall, at his or her expense, furnish such flag persons and furnish, erect, construct and maintain such fences, barriers, lights, signs, detours, pedestrian walkways, driveway ramps and bridging as may be necessary to give adequate warning to the public that work is in progress and that dangerous conditions exist, to provide access to abutting properties and to permit the flow of pedestrian and vehicular traffic to safely and expeditiously pass the work. 12-09. Maintaining Traffic. Attention is directed to Section 7-1.03, "Public Convenience," 7-1.04, "Public Safety," 12-1.01, “General,” and 12-3," Temporary Traffic Control Devices," of the Standard Specifications.

Streets shall be open to through vehicular traffic during non-working hours. All public traffic shall be permitted to pass through the work with as little inconvenience and delay as possible. Access to abutting property, driveways and building entrances shall be maintained during the performance of the work. The Contractor is advised that commercial and residential businesses immediately abut the Project Area. The Contractor shall provide advance written notification of the work and of temporary closures of driveways to the abutting property owners or managers of the businesses at least 5 business days prior to the start of the Work or the temporary closure of the driveway to the respective business property. The format and content of the Notice by the Contractor shall be approved by the Engineer prior to its issuance to the public. The Contractor shall provide trench plates at driveways and left turn pockets after the trench and roadway excavation has been made at those particular locations. The Contractor shall maintain safe and accessible walkways to all business entrances within the Project Area for the duration of the project. Under no circumstances shall access to any business be blocked or closed without the written approval of the City and written consent of the business owner.

12.10. Stream Pollution. The Contractor shall exercise every reasonable precaution to prevent muddying or silting of live streams, and the Contractor's attention is called to the fact that the terms of this contract do not relieve him or her of responsibility for compliance with Sections 5650 and 12015 of the Fish and Game Code or other applicable statutes relating to pollution prevention or abatement. 12-11. Warranties. Unless otherwise indicated, the Contractor shall warrant all materials provided and work performed under this contract for a period of one (1) year from the date of final acceptance, except where longer

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warranties are specified herein. He shall replace promptly and at his own expense any materials and/or workmanship which fail during this warranty period.
12-12. Utilities. No water, sewer or electrical services will be provided by the owner. It is the Contractor's sole responsibility to arrange such services as necessary.
12-13. Dust Control. Dust control shall conform to the provisions of Section 18 “Dust Palliatives” of the Standard Specifications.

Dust shall be managed at all active construction areas by water or use of a dust palliative at least twice daily and more often during hot or windy periods. The active construction areas adjacent to businesses and residential areas shall be kept damp at all times. Hauling trucks shall be covered and at least a two-foot freeboard shall be maintained.

Unpaved access roads, parking areas for construction equipment and construction employee vehicles, staging areas, and storage areas shall be paved with hot mix asphalt or have a stabilized access in accordance with the details of TC-1, “Stabilized Construction Entrance/Exit,” of the Caltrans Construction Site Best Management Practices Manual or Standard Plan T58. Unpaved construction staging areas shall receive the application of either water twice daily or a dust palliative. All paved roads, parking areas, staging areas, storage areas, and public roads impacted by the work of the project shall be swept daily with street sweepers equipped with water spray to remove soil materials that have been deposited on these surfaces by reason of the work.

The Contractor shall enclose, cover, or water twice daily or apply non-toxic soil stabilizers or install erosion control blankets to or on exposed stockpiles, embankment slopes, and cut slopes.

Traffic speeds on unpaved surfaces shall be limited to a maximum speed of 15 mph. 12-14. Noise Control. The Contractor’s attention is directed to the provisions of Section 14-8.02, “Noise Control", of the Standard Specifications and Section 9.08, Saturday, Sunday, Holiday, and Night Work, of these General Conditions concerning the control of noise emissions and authorized work hours and days. Between 7:00 a.m. and 7:00 p.m., noise from Contractor’s operations shall not exceed limits established by applicable laws or regulations and in no event shall exceed 86 dB at a distance of 50 feet from the noise source.

The Contractor shall notify all residents, businesses and property owners within a 500-foot radius of the construction site about the proposed construction schedule. The notification shall be in writing and it shall be developed by the Contractor and submitted to the City for approval a minimum of 5 working days prior to the proposed public notification.

The City shall provide a Noise Disturbance Coordinator who shall be responsible for acting on any local complaints concerning the construction noise being generated by reason of the work of the project. The Contractor shall conspicuously post a telephone number for the Noise Disturbance Coordinator at the construction site and he shall include it in the construction schedule notice to be provided to the residents. The Noise Disturbance Coordinator shall investigate the noise complaint allegations and shall require the Contractor to implement reasonable measures to mitigate the noise level in accordance with the requirements of these General Conditions and of the Standard Specifications.

The Contractor shall locate all stationary noise generating construction equipment such as air compressors and generators as far as practical from the nearby residences and other noise sensitive land uses. The noise source shall be acoustically shielded when practical. The Contractor shall prohibit unnecessary idling of internal combustion engines.
12-15. Watering. The application of water shall be performed in accordance with the provisions of Section 18, “Dust Palliatives,” of the Standard Specifications except as modified by these Special Provisions. The Contractor is advised that water may be obtained from fire hydrants within the Project Area under permit with the City’s Public Utilities Department and upon the payment of a meter deposit. Permit application and inquiry as to the water usage fees are to be made at Public Utilities Department-Water Division Building within the City’s Corporation Yard located at 1320 Airport Road, (707) 463-6200.
12-16. Preconstruction Conference. A preconstruction conference shall be held before any work will be allowed to commence. This meeting will cover inspection, schedule for work and among other items, the responsibilities

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and procedures of each of the interested parties to assure that the project will be completed in accordance with the contract documents.
12-17. Progress Schedule. Progress schedules will be required for this contract and shall conform to the provisions in Section 8-1.02D, "Level 3 Critical Path Method Schedule," of the Standard Specifications. Critical Path Method (CPM) schedules shall be prepared using Microsoft Project software, or an equivalent software application approved by the Engineer. After baseline schedule is accepted by the Engineer, Contractor shall update and submit the CPM schedule to Engineer for review every 2 calendar weeks. 12-18. Progress Meetings. The Engineer shall schedule, arrange and conduct progress meetings. These meetings shall be conducted once per week, or as mutually agreed by Contractor and City, and shall be attended by the Contractor’s superintendent and representatives of all subcontractors, utilities, and others, who are active in the execution of the Work. The purpose of these meetings shall be to review the Contractor’s CPM schedule, resolve conflicts, and in general, coordinate and expedite the execution of the Work. Engineer will make arrangements for meetings, prepare agenda with copies for participants, preside at meetings and record the meeting minutes.
12-19. Safety Requirements. The Contractor shall comply with all pertinent provisions of the Department of Labor "Safety and Health Regulations for Construction (29 FCS Part 1518, 36 CFR 7340)", with additions or modifications thereto, in effect during construction of this project. 12-20. Public Notification. The Contractor shall be responsible for all public notification regarding construction work, including detours, lane and street closures, hours of operations, and notification of affected commercial businesses and residences within 1000 feet of the construction. For any business impacted by construction, the Contractor shall provide adequately sized on-site signage indicating that businesses are open during construction.

The Contractor shall prepare public noticing via the newspaper, radio announcements, notification of the emergency vehicle agencies, public transit, Ukiah Unified School District, Ukiah Municipal Airport. At a minimum, Main Street, Clay Street, Perkins Street, Leslie Street, Peach Street, and Gobbi Street may be affected by potential detours and street closures, with recommended alternate routes of travel. Access will be restricted to businesses and residents only during construction closures. Location of street closures signage shall be positioned to give motorists the ability to use alternate routes prior to coming to a dead-end road closed for construction. All proposed detours, closures and traffic control methods shall be submitted to the Engineer for approval prior noticing to the public. All public noticing shall be performed a minimum of one (1) calendar week prior to instituting traffic control, and lane or street closures. The tentative construction schedule shall be included in the public noticing, and the use of temporary traffic signalization of intersections shall be noted. The Contractor shall submit all public notice language to the City Engineer for approval prior to publication of notices. All road closures, detour routes, and traffic control including temporary lane closure plans shall be submitted by the Contractor to the City Engineer for approval prior to public noticing and use.

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SECTION 13 - CONSTRUCTION DETAILS

STANDARD PLAN LIST
The following Standard Plans are incorporated by reference:

A3A A3B A3C A10A A10B A10C A10D A10E A10F A10G
A20A A20B A20D A24A A24B A24C A24D A24E A88F A88A
ES-8A

ORGANIZATION
Special provisions are under headings that correspond with the main-section headings of the Standard Specifications. A main-section heading is a heading shown in the table of contents of the Standard Specifications.

Each special provision begins with a revision clause that describes or introduces a revision to the Standard Specifications as revised by any revised standard specification.

Any paragraph added or deleted by a revision clause does not change the paragraph numbering of the Standard Specifications for any other reference to a paragraph of the Standard Specifications. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

DIVISION I GENERAL PROVISIONS
1 GENERAL
No Changes
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
2 BIDDING
No Changes
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
3 CONTRACT AWARD AND EXECUTION
Add to section 3-1.06:

The Contractor and any subcontractors shall each secure and maintain a valid City of Ukiah Business License prior to the start of any portion of the work.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
4 SCOPE OF WORK
Replace section 4-1.03with:

The work to be performed generally consists of utility replacement, roadway excavation and paving, pedestrian improvements, and lighting and landscaping. The work to be performed is located along East Clay Street between South Main Street and Leslie Street, and along Leslie Street between East Perkins Street and East Gobbi Street.

Work includes, but is not limited to, tree removal and clearing/grubbing, demolition of sidewalks, curb and gutter, asphalt concrete roadway removal, removal of water and sanitary sewer mains and service laterals, cold planing the existing roadway surface on Leslie Street; the work also includes the construction of new sidewalk, curb and gutter, driveway aprons, curb return bulb-outs and accessible curb ramps, new roadway construction on East Clay Street, asphalt concrete overlay on Leslie Street, new water and sanitary sewer mains and service laterals, storm drain modifications, and striping improvements, lighting improvements, rectangular rapid flashing beacon (RRFB) installation, and street tree planting.

NOT FOR BID

CENTRAL UKIAH CIRCULATION 29 Spec No.23-07
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5 CONTROL OF WORK
Add to section 5-1.20A:

During the progress of the work under this Contract, work under the following contracts may be in progress at or near the job site of this Contract:

Coincident or Adjacent Contracts
City Contract No. City–Route–Post Mile Location Type of work 202x-xxx Clay Street from GRTA to
Courthouse Boulevard, and
Courthouse Boulevard from
Perkins Street to Clay Street
Ukiah, CA Transportation and
pedestrian improvements,
utility improvements
Others?
Replace section 5-1.26 with:

Construction surveying including horizontal and vertical control and construction staking shall be the responsibility of the Contractor. Vertical and horizontal control is to be established from the existing Control Points established by the City and shown on the Plans. Vertical Control Points are shown on the Plans.

Prior to the start of excavation work, the Contractor will be required to pothole existing utilities and other underground piping for the purpose of verifying location and depth a minimum of five (5) working days in advance of excavation. The limited utility information indicated on the Plans reflects a baseline sampling of potential utility conflicts identified during the design of the project. The Contractor is responsible for potholing at these locations at a minimum. Additional utility location efforts may be required by the Contractor to positively locate all utilities impacted by the project. As a part of the Work, the Contractor will be responsible for performing all survey and construction layout work and performing testing and quality control work.

Add to section 5-1.36A:

All temporary facilities are the responsibility of the Contractor and the removal of said facilities shall be the responsibility of the Contractor. The Contractor shall be responsible for any and all damages to existing facilities which are a result of the installation and removal of the Contractor’s temporary facilities.

The City will not arrange temporary water, sewer or electrical services for construction. It is the Contractor's sole responsibility to arrange such services as necessary with the applicable utility provider(s). ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
6 CONTROL OF MATERIALS
Add to section 6-2.01A:

The Contractor shall be responsible for controlling the quality of the materials incorporated into the work and of the work performed. The City shall perform material sampling and testing to verify the work meets the specified quality requirements (Quality Assurance). The City will perform soil and aggregate sampling and testing using an independent testing laboratory firm licensed to perform such tests. Other required sampling and testing may be performed by the City’s independent laboratory certified to perform the type of sampling and testing assigned to or requested of them. Should any City performed test result indicate a non-compliance with the requirements of the Contract Documents, the Contractor shall remove and reconstruct or rework the non-complying portion of work at no additional cost to the City. All reconstructed and reworked items of work shall be tested at the Contractor’s expense in the same manner as required for the initial work at no additional cost to the City. Prior to any removal, reconstruction or rework of any work item already incorporated into the project, the Contractor shall first obtain the approval of the Engineer as to the Contractor’s proposed methods for removal, reconstruction or rework.

Examples of Quality Control material tests required by the Contractor on this project include, but are not limited to, compaction and gradation of aggregate base, Portland cement concrete and hot mix asphalt, compaction on roadway subgrade, and gradation & durability on aggregate materials.

NOT FOR BID

CENTRAL UKIAH CIRCULATION 30 Spec No.23-07
The City reserves the right to test, at its own cost, any item of work that has been tested by the Contractor and any independent testing performed by the City shall not relieve the Contractor of his responsibility for sampling, testing, reportingand overall quality control required by theContract Documents. Should anyindependent tests performed by the City indicate non-compliance withtheContract Documents, upon notice of the Engineer, the Contractor shall retest that portion of the work not in compliance to the independent test. The City will closely monitor the Contractor’s retest. Should the Contractor’s retest indicate compliance with the Contract Documents, the direct costs related to the retest shall be paid as extra work pursuant to the provisions provided in Section 9 of the Standard Specifications. Should the Contractor’s retest indicate non-compliance, the Contractor shall remove, reconstruct, or rework the non-complying portion of work and the cost of the replacement work and retest shall be borne by the Contractor.

The Contractor shall be responsible for all material and functional testing required for all electrical, lighting and pedestrian signal equipment as required by the Standard Specifications.

Full compensation for performing all sampling, testing, reporting, retesting, if required, and overall quality control shall be considered as included in the prices paid for the various contract items of work and no additional compensation will be allowed therefor.
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7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
Add to section 7-1.03:

The Contractor shall conduct operations so as to cause the least possible obstruction and inconvenience to public traffic and businesses. The Contractor shall, at his or her expense, furnish such flag persons and furnish, erect, construct and maintain such fences, barriers, lights, signs, detours, pedestrian walkways, driveway ramps and bridging as may be necessary to give adequate warning to the public that work is in progress and that dangerous conditions exist, to provide access to abutting properties and to permit the flow of pedestrian and vehicular traffic to safely and expeditiously pass through the work.

Add to section 7-1.04:

The Contractor shall comply with all pertinent provisions of the Department of Labor "Safety and Health Regulations for Construction (29 FCS Part 1518, 36 CFR 7340)", with additions or modifications thereto, in effect during construction of this project.
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8 PROSECUTION AND PROGRESS
Add to section 8-1.02D(1):

Level 3 Critical Path Method (CPM) Progress schedule will be required for this contract and shall conform to the provisions in Section 8-1.02D, "Level 3 Critical Path Method Schedule," of the Standard Specifications. After baseline schedule is accepted by the Engineer, Contractor shall update and submit CPM schedule to Engineer for review every 2 calendar weeks. Progress schedule will be paid for as described in Section 8-1.02D(10).

Replace section 8-1.02E with:

The Engineer shall schedule, arrange and conduct progress meetings. These meetings shall be conducted once per week, or as mutually agreed by Contractor, City and Caltrans, and shall be attended by the Contractor’s superintendent and representatives of all subcontractors, utilities, and others, who are active in the execution of the Work. The purpose of these meetings shall be to review the Contractor’s CPM schedule, resolve conflicts, and in general, coordinate and expedite the execution of the Work. Engineer will make arrangements for meetings, prepare agenda with copies for participants, preside at meetings and record the meeting minutes.

Replace section 8-1.03 with:

A preconstruction conference will be held before any work will be allowed to commence. This meeting will cover inspection, work schedule, and among other items, the responsibilities and procedures of each of the interested parties to assure that the project will be completed in accordance with the contract documents. Engineer will prepare and distribute an agenda for the preconstruction conference.

NOT FOR BID