Ukiah City Council
May 6, 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/86325977906 Or you can call in using your telephone only:
• Call (toll free) 1-888-788-0099
• Enter the Access Code: 863 2597 7906
• 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.

May 6, 2026 - 5:15 PM

1. ROLL CALL

2. PLEDGE OF ALLEGIANCE

3. AB 2449 NOTIFICATIONS AND CONSIDERATIONS

4. PROCLAMATIONS/INTRODUCTIONS/PRESENTATIONS

4.a. Acknowledgements:
• May as Asian American, Native Hawaiian and Pacific Islander Heritage Month • May 10-16 as Police Week
• May 15 as Peace Officers' Memorial Day
• May as Older Americans Month
• May 17-23 as Emergency Medical Services Week
Recommended Action: Recognize acknowledgements.

Attachments:

1. May 2026 Acknowledgements

4.b. Presentation of the Ukiah Municipal Airport Operations and Approval of the Airport Emergency Plan.

Recommended Action: Receive a presentation on the Ukiah Municipal Airport operations and approve the Airport Emergency Plan.

Attachments:

1. Ukiah Airport Emergency Plan DRAFT20251112REDACTED (1)

5. PETITIONS AND COMMUNICATIONS

6. APPROVAL OF MINUTES

6.a. Approval of the Minutes for the April 15, 2026, Regular Meeting.

Recommended Action: Approve the minutes for the April 15, 2026, Regular Meeting.

Attachments:

1. 2026-04-15 Draft Minutes

6.b. Approval of the Minutes for the April 29, 2026, Special Meeting.

Recommended Action: Approve the minutes for the April 29, 2026, Special Meeting.

Attachments:

1. 2026-04-29 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. Adoption of an Ordinance Amending Section 62 of Division 1, Chapter 2, Article 2 of the Ukiah City Code, Pertaining to Compensation of the Mayor and City Councilmembers.

Recommended Action: Adopt an Ordinance amending Section 62 of Division 1, Chapter 2, Article 2 of the Ukiah City Code, pertaining to compensation of the Mayor and City Council members.

Attachments:

1. Senate Bill (SB) 329

2. Government Code Section 36516.5

3. Ordinance Amending Compensation of Mayor and Councilmembers

8.b. Consideration of Adoption of Resolution Reappointing Ronald J. Meaux to the Design Review Board.

Recommended Action: Adopt a resolution reappointing Ronald J. Meaux to the ‘Community at Large’ position on the Design Review Board, term ending May 6, 2030.

Attachments:

1. City Code Section 1161

2. DRB Application - Ronald Meaux_Redacted

3. Proposed Resolution

8.c. Approval of a Budget Amendment in the Amount of $28,807.50 for OpenGov Software Services and Authorization to Continue Agreement.

Recommended Action: 1. Approve a budget amendment in the amount of $28,807.50 for OpenGov software services; and

2. Authorize the City Manager to continue the agreement with OpenGov, including future renewals and associated cost increases in accordance with the contract terms, subject to annual budget appropriation.

Attachments:

1. OpenGov Software Services 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)

12.a. Consideration and Possible Adoption of a Resolution Updating Rates for Pre-Hospital Emergency Medical Services and Ambulance Transportation Provided by the Ukiah Valley Fire Authority.

Recommended Action: Adopt a resolution updating the rates for pre-hospital emergency medical services and ambulance transportation provided by the Ukiah Valley Fire Authority.

Attachments:

1. CC Reso 2024-48 - Pre-Hospital Emergency Services and Ambulance Fees

2. Proposed Resolution

13. UNFINISHED BUSINESS

13.a. Award Professional Services Agreement to BKF Engineers in the Amount of $614,435 to Prepare the Plans, Specifications, and Estimate for the Central Ukiah Circulation Improvement Project, and Approve Corresponding Budget Amendments.

Recommended Action: Award professional services agreement to BKF Engineers in the amount of $614,435 to prepare the plans, specifications, and estimate for the Central Ukiah Circulation Improvement Project, and approve corresponding budget amendments.

Attachments:

1. RFP E41092 CUCIP

2. BKF Proposal

14. NEW BUSINESS

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

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

Attachments: None

14.b. Approval of Plans and Specifications for the Capital Pavement Program: Preservation and Overlay, Specification 26-01, and Direct Staff to Advertise for Bids.

Recommended Action: Approve Plans and Specifications for the Capital Pavement Program:

Preservation and Overlay, Specification 26-01, and direct Staff to advertise for bids.

Attachments:

1. Plans and Specifications

2. Adopting SB 1 FY 25-26 Projects

14.c. Presentation and Possible Discussion Regarding the Election Calendar for the November 3, 2026, General Municipal Election.

Recommended Action: Receive presentation and hold discussion if necessary.

Attachments:

1. Election Calendar for November 3, 2026

14.d. Discussion and Consideration of Adoption of Resolution Amending Section 2081 of the Ukiah City Code – Adjusting Voluntary Spending Limits for Candidates in City Elections to Reflect Increases in Consumer Price Index from Limits Established in 2016.

Recommended Action: Discussion and possible adoption of resolution amending Ukiah City Code Section 2081, adjusting the voluntary spending limit for candidates in City elections.

Attachments:

1. Municipal Code Section 2081

2. Consumer Price Index

3. Proposed Resolution

14.e. 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 (2 cases)

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

15.c. Conference with Legal Counsel – Existing Litigation (Government Code Section 54956.9(d)(1))
Name of case: Nui Rising Moon Trust v. City of Ukiah, et al.; Case No. 3:25-cv-08320

15.d. 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.e. 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.f. Conference with Real Property Negotiators
(Cal. Gov't Code Section 54956.8)
Property: APN Nos: 001-020-78-00, 001-030-01, 001-090-01 Negotiator: Maya Simerson, Senior Management Analyst, City Manager’s Office Negotiating Parties: Tayman Park Golf Group
Under Negotiation: Price & Terms of Agreement

15.g. Conference with Labor Negotiator (54957.6)
Agency Designated Representative: Sage Sangiacomo, City Manager Employee Organizations: All bargaining units
Unrepresented Employee: Police Chief and City Attorney

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
Dated: 5/1/26

Agenda Item No: 4.a.

MEETING DATE/TIME: 5/6/2026

ITEM NO: 2026-753

AGENDA SUMMARY REPORT
SUBJECT: Acknowledgements:
• May as Asian American, Native Hawaiian and Pacific Islander Heritage Month • May 10-16 as Police Week
• May 15 as Peace Officers' Memorial Day
• May as Older Americans Month
• May 17-23 as Emergency Medical Services Week
DEPARTMENT: City Clerk PREPARED BY:Araceli Sandoval, Deputy City Clerk PRESENTER:Mayor Sher
ATTACHMENTS:

1. May 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: For the month of May 2026, the City of Ukiah recognizes (Attachment 1):
• May as Asian American, Native Hawaiian and Pacific Islander Heritage Month, celebrating the cultural, economic, and civic contributions of these communities and recognizing the 2026 theme, “Power in Unity: Strengthening Communities Together,” highlighting resilience, inclusion, and unity in strengthening communities.
• May 10-16, 2026, as Police Week and May 15 as Peace Officers’ Memorial Day, honoring the service and sacrifice of law enforcement officers, remembering those who have died in the line of duty, and recognizing the dedication of the Ukiah Police Department and law enforcement agencies throughout Mendocino County and the nation.
• May as Older Americans Month, honoring the experience, wisdom, and contributions of older adults in our community and reaffirming its commitment to supporting healthy aging, engagement, and programs that keep seniors active, connected, and valued. • May 17-23, 2026, as Emergency Medical Services Week, recognizing EMS professionals who provide lifesaving care 24/7 and the 2026 theme, “Improving Outcomes, Together,” reflecting their vital role in improving coordination, care, and community health and safety.

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: Maria Ceja, Administrative Analyst; Tom Corning, Police Chief; Doug Hutchison, Fire Chief
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 May 6, 2026.

The City of Ukiah recognizes several important national and community observances that reflect our shared values of service, inclusion, resilience, and public safety.

The City acknowledges May as Asian American, Native Hawaiian and Pacific Islander Heritage Month, celebrating the cultural, economic, and civic contributions of these communities and recognizing the 2026 theme, “Power in Unity: Strengthening Communities Together,” highlighting resilience, inclusion, and unity in strengthening communities.

The City of Ukiah recognizes May 10-16, 2026, as Police Week and May 15 as Peace Officers’ Memorial Day, honoring the service and sacrifice of law enforcement officers, remembering those who have died in the line of duty, and recognizing the dedication of the Ukiah Police Department and law enforcement agencies throughout Mendocino County and the nation.

The City acknowledges May as Older Americans Month, honoring the experience, wisdom, and contributions of older adults in our community and reaffirming its commitment to supporting healthy aging, engagement, and programs that keep seniors active, connected, and valued.

The City recognizes May 17-23, 2026, as Emergency Medical Services Week, recognizing EMS professionals who provide lifesaving care 24/7 and the 2026 theme, “Improving Outcomes, Together,” reflecting their vital role in improving coordination, care, and community health and safety.

The City of Ukiah extends its appreciation to all individuals contributing to these efforts and remains committed to fostering a vibrant, inclusive, and engaged community.

Recognized by the City Council of the City of Ukiah
May 6, 2026
Attachment 1

Agenda Item No: 4.b.

MEETING DATE/TIME: 5/6/2026

ITEM NO: 2026-757

AGENDA SUMMARY REPORT
SUBJECT: Presentation of the Ukiah Municipal Airport Operations and Approval of the Airport Emergency Plan.

DEPARTMENT: City Manager /
Admin PREPARED BY:Traci Boyl, Senior Management Analyst PRESENTER:Greg Owen, Airport Manager and Traci Boyl, Sr.

Management Analyst
ATTACHMENTS:

1. Ukiah Airport Emergency Plan DRAFT20251112REDACTED (1)

2. Presentation Given
Summary: Staff will provide a brief presentation on Ukiah Municipal Airport operations, including an overview of services and coordination with partner agencies, followed by consideration of the Airport Emergency Plan.

The plan establishes a coordinated framework for responding to emergencies at the airport, ensuring protection of life and property and continuity of operations. The plan has been developed in collaboration with the Airport Commission, Airport Manager, CAL FIRE, Ukiah Police Department, and Ukiah Valley Fire Authority.

Background: The City's Emergency Operations Plan (EOP) identifies overall emergency response functions.

However, as the City owns and operates the Ukiah Municipal Airport, which supports emergency operations, additional planning is necessary to address airport-specific incidents and coordination.

The Airport also serves as a seasonal air attack base for CAL FIRE, requiring ongoing coordinated procedures to support Interagency response and continuity of operations.

Therefore, Staff coordinated with partnering agencies to develop the Airport Emergency Plan (Attachment 1).

Discussion: This plan formalizes coordinated emergency response procedures and supports ongoing preparedness, training, and continuity of airport operations.

Staff requests Council receive the presentation and approve the Airport Emergency Plan. Pending any edits from Council, this Plan will be finalized for implementation.

Recommended Action: Receive a presentation on the Ukiah Municipal Airport operations and approve the Airport Emergency Plan.

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

COORDINATED WITH: Greg Owen, Airport Manager; Tom Corning, Police Chief; Doug Hutchison, UVFA Chief; Drew Rhoades, Battalion Aviation Chief CAL FIRE
STRATEGIC PLAN (SP): SP 3B - Analyze and consider opportunities for regional partnerships that support or improve the delivery of municipal services.

GENERAL PLAN ELEMENTS (GP): GP-A6 - Safety Element.

DATE
SUNSET

SUNRISE
RX
123.975
123.000
4 5 6 7 8 9 10 11 12 13 14 15 16 17
800-876-3189 SPOT # 22 SPOT # 21 SPOT # 20
TYPE 1 TYPE 2 TYPE 3
911
467-6262
MAKE
TYPE
TAIL #
SPOT

CONTACT

COMPANY
PHONE #
MAKE
TYPE
TAIL #
SPOT

CONTACT

COMPANY
PHONE #
21 22 12 13 14 15 16 17 18 19 20

HELICOPTER CATEGORY

POLICE / FIRE

POLICE NON - EMER
1 2 3 4 5 6 7 8 9 10 11

HUMBOLDT PETRO DIRT DIRT PAVED PAVED PAVED PAVED

TAXIWAY
EPIC FUEL SPOT # 3 SPOT # 2 SPOT # 1

DECK DIRT ROAD
15 RUNWAY 33

DIRT DIRT DIRT DIRT DIRT DIRT DIRT DIRT

UKI GROUND

UKI TOWER

CALFIRE
UNICOM

DIRT DIRT DIRT DIRT DIRT DIRT
LATITUDE: 39 7.619N CALFIRE BASE 462-6102 SPOT # SPOT # 19 LONGITUDE: 123 12.128W DIRT DIRT

FREQUENCIES
AIRPORT INFORMATION CALFIRE PERSONNEL PHONE # CALFIRE PERSONNEL PHONE # NAME: UKIAH

Airport Operations

Ukiah Municipal Airport Operations Summary (May 4, 2025 – May 4, 2026) •Total aircraft operations: 16,090
• Landings: 7,438 (~46%)
• Takeoffs: 7,701 (~48%)
• Go-arounds: 579 (~4%)

Fiscal Year Total Jet A Avgas Total Gallons Total Revenue 2009/10 115,276 52,416 167,692 $705k
2010/11 114,467 45,597 160,064 $783k
2011/12 129,879 52,892 182,771 $1.02M
2012/13 204,750 50,155 254,905 $1.40M
2013/14 121,931 42,867 164,798 $940k
2014/15 184,772 44,844 229,616 $1.19M
2015/16 130,283 39,177 169,460 $782k
2016/17 80,649 42,739 123,388 $718k
2017/18 104,733 40,105 144,838 $953k
2018/19 148,961 38,224 187,185 $1.15M
2019/20 132,472 27,503 159,975 $920k
2020/21 143,468 32,881 176,349 $1.01M
2021/22 128,571 31,365 159,936 $927k
2022/23 104,323 22,424 126,747 $869k
2023/24 175,601 33,877 209,478 $1.35M
2024/25 175,601 33,877 209,478 $1.35M
2025/26 YTD 97,641 24,420 122,061 $848k

Airport Emergency & Temporary Heli Base
Emergency Action Plan – City-Wide Readiness
- Staff Summary: Emergency Plan & Temporary Heli Base Emergency Action Plan are drafted and fully integrated with the city’s broader response program.

Proven Capability – 2017 Helicopter Operations at the Airport In 2017 the airport successfully activated a temporary heli base to support large-scale emergency operations

2017 Operations – Key Elements Demonstrated
• Heavy-lift & multi-aircraft support – Tandem-rotor
helicopters operating simultaneously
• Rapid refueling capability – Tanker trucks
positioned directly on the field
• Full ground support infrastructure – Service
vehicles, personnel, and logistics in place
•  Mobile Air Traffic Control – Dedicated tower trailer deployed for safe operations

The New Airport Emergency & Temporary Heli Base
Plan
• Both the Airport Emergency Action Plan and Temporary Heli Base Emergency Action Plan are now fully drafted.
•  Plans are explicitly tied to the city’s big-picture emergency response program.
• Covers activation triggers, safety protocols, logistics, roles/responsibilities, and coordination with city, state, and federal partners.

How the New Plan Turns 2017 Success Into Standard Operating Procedure 2017 Demonstration New Plan Implementation Benefit to City-Wide Readiness
Ad-hoc heli base setup Standardized checklists &
activation protocols Faster, more reliable response
Mobile ATC & fueling operations Pre-identified resources & responsibilities Enhanced safety & coordination
Successful multi-helicopter ops Integrated training & exercise requirements
Scalable support for wildfires,
disasters, etc.

Benefits of Formalizing the Temporary Heli Base
• Strengthens overall city emergency preparedness
• Positions the airport as a critical asset for regional response (wildland fire, medical evac, disaster relief)
• Enhances inter-agency coordination and safety
• Provides clear guidance for future activations

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/89019237754 April 15, 2026
5:15 p.m.

1. ROLL CALL
Ukiah City Council met at a Regular Meeting on April 15, 2026, having been legally noticed on April 10, 2026. The meeting was held in person and virtually at the following link:
https://us06web.zoom.us/j/89019237754. Mayor Sher called the meeting to order at 5:20 p.m. Roll was taken with the following Councilmembers Present: Douglas F. Crane (arriving at 5:26 p.m.), Mari Rodin, Heather Criss, Juan V. Orozco, and Susan Sher. Staff Present: Sage Sangiacomo, City Manager; David Rapport, City Attorney; and Kristine Lawler, City Clerk.

MAYOR SHER PRESIDING.

2. PLEDGE OF ALLEGIANCE
The Pledge of Allegiance was led by Mayor Sher.

City Manager Sangiacomo announced that Agenda Item 12a was being pulled by Staff due to a noticing issue and will be re-noticed for the May 6, 2026, meeting.

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

4. PROCLAMATIONS/INTRODUCTIONS/PRESENTATIONS
No proclamation, introduction, or presentation items were placed on the agenda.

5. PETITIONS AND COMMUNICATIONS
All communications had been distributed.

6. APPROVAL OF MINUTES
a. Approval of the Minutes for the April 1, 2026, Special Meeting. b. Approval of the Minutes for the April 1, 2026, Regular Meeting.

Motion/Second: Criss/Rodin to approve the Special and Regular meeting minutes of April 1, 2026.

Motion carried by the following roll call votes: AYES: Rodin, Criss, and Sher. NOES: None. ABSENT:

Crane. ABSTAIN: Orozco.

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

8. CONSENT CALENDAR
a. Report of Disbursements for the Month of March 2026 – Finance.

City Council Minutes for April 15, 2026, Continued:

b. Approval of Contract (2526-208) with Lee Mechanical, Inc. for On-call Maintenance and Troubleshooting Services for Lake Mendocino Hydroelectric Plant in the Amount of $125,000 and Approve Corresponding Budget Amendment – Electric Utility. c. Approval of a Three-Year Renewal of the Microsoft Enterprise Licensing Agreement (2223-198-A1) with Dell Marketing, Inc., at an Annual Cost of $194,769.42 for a Total Three-Year Cost of $584,308.26 Plus Annual True-Up Costs for Installed Licensed Products, and Approval of the Associated Budget Amendment – Information Services.

Amended Action: City Manager Sangiacomo announced that there was an amended action for agenda item 8c. as follows: Approve three-year renewal of the Microsoft Enterprise Licensing Agreement with Dell Marketing, Inc. at an annual cost of $171,624.66, for a total three-year cost of $514,873.98 plus the annual true-up costs for installed licensed products, and approval of the associated budget amendment.
d. Approval of Purchase of Multiple Fleet Replacement Vehicles for Fiscal Year 2025/26 from Visalia Ford for a Total of $439,535.18 – Finance – Pulled and placed as Agenda Item 14f. e. Approval of a Budget Amendment for the Purchase (P.O. 48993) of a Vehicle in the Amount of $71,169.88 for the California Department of Forestry and Fire Protection Grant Agreement for the Climate Resilient Forests Project and Receive Notification of the Planned Purchase – Finance. f. Approval of Contract Amendment (2526-099-A1) with EBA Engineering for Additional Design, Permitting and Document Submittals for the City of Ukiah Landfill Closure Project in the Amount of $145,330 and Approval of Corresponding Budget Amendment – Public Works.

Motion/Second: Rodin/Criss to approve the Consent Calendar (Items 8a-8c, and 8e-8f) with the exception of 8d, and with a modified recommended action for agenda item 8c to update the amounts on the revised quote provided April 14th. Motion carried by the following roll call votes: AYES: Rodin, Criss, Orozco, and Sher. NOES: None. ABSENT: Crane. ABSTAIN: None.

Councilmember Crane arriving at 5:26 p.m.

9. AUDIENCE COMMENTS ON NON-AGENDA ITEMS
Public Comment: Greg Hubbs – MCAVHN drug kits and Chris Reedy – Doolan Creek.

10. COUNCIL REPORTS
No Council reports were received.

11. CITY MANAGER/CITY CLERK REPORTS
Presenters:
• Multi-Jurisdictional Hazard Mitigation Plan Update –Traci Boyl, Senior Management Analyst.

12. PUBLIC HEARINGS (5:30 PM)
a. Consideration and Possible Adoption of a Resolution Updating Rates for Pre-Hospital Emergency Medical Services and Ambulance Transportation Provided by the Ukiah Valley Fire Authority.

Pulled by Staff due to a noticing issue; the item will be re-noticed for the May 6, 2026, meeting.

13. UNFINISHED BUSINESS
No unfinished business items were placed on the agenda.

City Council Minutes for April 15, 2026, Continued:

14. NEW BUSINESS
a. Presentation and Acceptance of the School Street Multimodal Transportation Corridor Study.

Presenters: Shannon Riley, Deputy City Manager; Todd Tregenza and Rosanna Southern, GHD; and Tim Eriksen, Public Works Director/City Engineer.

Public Comment: Daniel Gilbert, Sage Wolf, Andrew Lutsky, Linda Sanders, Dennis O’Brien, and Pinky Kushner.

Motion/Second: Crane/Rodin to receive the presentation on the completed School Street Multimodal Transportation Corridor Study, including the final report and preferred concept, and accept report (inclusive of any grantor-required modifications) pending addressing some of the nonsubstantive edits to improve the clarity of the report. Motion carried by the following roll call votes:

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

RECESS: 7:11 – 7:23 P.M.
b. Presentation of Annual Report for Code Enforcement, Including Updates on Cannabis, Tobacco, Nitrous Oxide, and Shopping Carts Ordinances; and the Annual Status Update and Report Regarding the Building Bridges Community Center and Winter Homeless Shelter at 1045 South State Street.

Presenters: Matt Keizer, Chief Code Enforcement Officer; Jesse Davis, Chief Planner; and Shane Baarts, Code Enforcement Inspector II.

Public Comment: Sage Wolf.

Report was received.
c. Annual Review and Possible Introduction by Title Only of an Ordinance Amending Section 62 of Division 1, Chapter 2, Article 2 of the Ukiah City Code, Pertaining to Compensation of the Mayor and City Councilmembers.

Presenter: Kristine Lawler, City Clerk.

No public comment was received.

Motion/Second: Criss/Orozco to introduce an ordinance by title only. Motion carried by the following roll call votes: AYES: Crane, Rodin, Criss, Orozco, and Sher. NOES: None. ABSENT:

None. ABSTAIN: None.

City Clerk, Kristine Lawler, read the following ordinance title into the record:

ORDINANCE OF THE CITY COUNCIL OF THE CITY OF UKIAH AMENDING SECTION 62 OF THE

UKIAH CITY CODE, PERTAINING TO COMPENSATION OF MAYOR AND CITY

COUNCILMEMBERS
Motion/Second: Rodin/Criss to introduce an ordinance amending Section 62 of the Ukiah City Code, pertaining to compensation of the Mayor and City Council Members at the 5 percent increase.

Motion carried by the following roll call votes: AYES: Crane, Rodin, Criss, Orozco, and Sher. NOES:

None. ABSENT: None. ABSTAIN: None.

City Council Minutes for April 15, 2026, Continued:

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).

Presenters: Mayor Sher and Shannon Riley, Deputy City Manager.

Reports were received.
f. Approval of Purchase of Multiple Fleet Replacement Vehicles for Fiscal Year 2025/26 from Visalia Ford for a Total of $439,535.18 – From Consent Calendar Agenda Item 8d.

Presenters: Myles Fisette, Purchasing Manager and Dave Kirch, Fleet Maintenance Manager.

No public comment was received.

Council Consensus to direct Staff to research Councilmember Rodin’s company and contact the current vendor to see if they’ll exclude the one vehicle and bring back those options to Council and schedule a special meeting.

THE CITY COUNCIL ADJOURNED TO CLOSED SESSION AT 8:54 P.M.

THE CITY COUNCIL RECONVENED IN OPEN SESSION AT 9:20 P.M. e. Possible Adoption of a Resolution Approving the Successor Memorandum of Understanding Between the City of Ukiah and Ukiah Professional Fire Fighters Association, Effective September 19, 2025, Through September 18, 2028, and Corresponding Salary Schedule; and Authorize the City Manager to Execute the Agreement and Amend the Budget Accordingly.

Presenter: Sheri Mannion, Human Resources/Risk Management Director.

No public comment was received.

Motion/Second: Crane/Rodin to adopt a Resolution (2026-16) approving the successor Memorandum of Understanding (2526-209) between the City of Ukiah and Ukiah Professional Fire Fighters Association, effective September 19, 2025, through September 18, 2028, and corresponding salary schedule; and authorize the City Manager to execute the agreement and amend the budget accordingly. Motion carried by the following roll call votes: AYES: Crane, Rodin, Criss, Orozco, and Sher. NOES: None. ABSENT: None. ABSTAIN: None.

THE CITY COUNCIL ADJOURNED TO CLOSED SESSION AT 9:22 P.M.

15. CLOSED SESSION
a. Conference with Legal Counsel – Anticipated Litigation (Government Code Section 54956.9(d)(4))
Initiation of litigation (2 cases)
b. Conference with Legal Counsel – Anticipated Litigation (Government Code Section 54956.9(d)(2))
Significant exposure to litigation (2 cases)
c. Conference with Legal Counsel – Existing Litigation
(Government Code Section 54956.9(d)(1))
Name of case: Nui Rising Moon Trust v. City of Ukiah, et al.; Case No. 3:25-cv-08320

City Council Minutes for April 15, 2026, Continued:

d. 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 e. 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 f. Conference with Real Property Negotiators
(Cal. Gov't Code Section 54956.8)
Property: APN Nos: 001-020-78-00, 001-030-01, 001-090-01 Negotiator: Maya Simerson, Senior Management Analyst, City Manager’s Office Negotiating Parties: Tayman Park Golf Group
Under Negotiation: Price & Terms of Agreement
g. Conference with Labor Negotiator (54957.6)
Agency Designated Representative: Sage Sangiacomo, City Manager Employee Organizations: All bargaining units
Unrepresented Employee: Police Chief
h. Public Employment (City Attorney)
(Cal. Gov. Code § 54957(b)(1))
No action reported; direction provided to Staff.

16. ADJOURNMENT
There being no further business, the meeting adjourned at 11:00 p.m. ________________________________
Kristine Lawler, CMC
City Clerk

AGENDA ITEM 6b

CITY OF UKIAH

CITY COUNCIL MINUTES
Special Meeting

CIVIC CENTER COUNCIL CHAMBERS
300 Seminary Avenue, Ukiah, CA 95482
Virtual Meeting Link: https://us06web.zoom.us/j/81928794492 April 29, 2026
5:00 p.m.

1. ROLL CALL AND PLEDGE OF ALLEGIANCE
Ukiah City Council met at a Special Meeting on April 29, 2026, having been legally noticed on April 28, 2026. The meeting was held in person and virtually at the following link:
https://us06web.zoom.us/j/81928794492. Mayor Sher called the meeting to order at 5:08 p.m. Roll was taken with the following Councilmembers Present: Douglas F. Crane, Mari Rodin (participating remotely), Heather Criss, Juan V. Orozco, and Susan Sher. Staff Present: Sage Sangiacomo, City Manager; David Rapport, City Attorney; and Kristine Lawler, City Clerk.

MAYOR SHER PRESIDING.

The Pledge of Allegiance was led by Mayor Sher.

2. AUDIENCE COMMENTS ON NON-AGENDA ITEMS
No public comment was received.

Council consensus to hear agenda item 4a before agenda item 3a.

4. NEW BUSINESS
a. Adoption of Resolutions Approving a Transition of City Health Coverage to CalPERS Health Benefits Program Effective July 1, 2026.

Presenters: Tim Mitchell, Senior Human Resources Analyst and Dan Buffalo, Finance Director.

Public comment was received.

Motion/Second: Crane/Criss to approve participation in the CalPERS Health Benefits Program effective July 1, 2026, and authorize the Human Resources/Risk Management Director (and City Manager) to execute all necessary documents and implement the transition; to adopt all resolutions electing to be subject to the Public Employees' Medical and Hospital Care Act at an unequal amount for employees and annuitants with respect to a recognized employee organization (2026-17: 001 Unrepresented; 2026-18: 002 Department Head; 2026-19: 003 International Brotherhood of Electrical Workers, Local 1245; 2026-20: 004 Operating Engineers, Local 3 - Administrative and Maintenance Unit; 2026-21: 005 Operating Engineers, Local 3 - Water Utilities and Mechanics Unit; 2026-22: 006 Management; 2026-23: 007 Ukiah Professional Firefighters Association; 2026-24: 008 Ukiah Police Officers Association; 2026-25: 700 Non-PERS Elected Officials); and to adopt all resolutions electing to adopt survivor benefits under section 22819.1 of the Public Employees' Medical and Hospital Care Act with respect to a recognized employee organization (2026-26: 001 Unrepresented; 2026-27: 002 Department Head; 2026-28: 003 International Brotherhood of Electrical Workers, Local 1245; 2026-29: 004 Operating Engineers, Local 3 - Administrative and Maintenance Unit; 2026-30: 005 Operating Engineers, Local 3 - Water Utilities and Mechanics Unit; 2026-31: 006 Management; 2026-32: 007 Ukiah Professional Firefighters Association; 2026-33: 008 Ukiah Police Officers Association). Motion carried by the following roll call votes: AYES: Crane, Rodin, Criss, Orozco, and Sher. NOES: None. ABSENT: None. ABSTAIN: None.

City Council Minutes for April 29, 2026, Continued:

3. UNFINISHED BUSINESS
a. Approval of the Purchase of Five Fleet Replacement Vehicles for Fiscal Year 2025/26 from Visalia Ford in the Amount of $266,413.86 and Blackstone Chevrolet in the Amount of $72,515.11, and Approval of Corresponding Budget Amendment.

Presenter: Myles Fisette, Purchasing Manager (participating remotely).

No public comment was received.

Motion/Second: Criss/Orozco to approve purchase of the five fleet replacement vehicles for Fiscal Year 2025/26 from Visalia Ford (P.O. 48995) in the amount of $266,413.86 and Blackstone Chevrolet (P.O. 48996) in the amount of $72,515.11, and approve a corresponding budget amendment. Motion carried by the following roll call votes: AYES: Crane, Rodin, Criss, Orozco, and Sher. NOES: None. ABSENT: None. ABSTAIN: None.

THE CITY COUNCIL ADJOURNED TO CLOSED SESSION AT 5:34 P.M.

5. CLOSED SESSION
a. Conference with Legal Counsel – Existing Litigation
(Government Code Section 54956.9(d)(1))
Name of case: Nui Rising Moon Trust v. City of Ukiah, et al.; Case No. 3:25-cv-08320 b. Conference with Real Property Negotiators
(Cal. Gov't Code Section 54956.8)
Property: APN No: 0031810100
Negotiators: Maya Simerson, Senior Management Analyst, City Manager’s Office; Cindy Sauers, Electric Utility Director; and Sage Sangiacomo, City Manager Negotiating Parties: D&J Investments, LLC
Under Negotiation: Price & Terms of Agreement
c. Conference with Labor Negotiator (54957.6)
Agency Designated Representative: Sage Sangiacomo, City Manager Employee Organizations: All bargaining units
Unrepresented Employee: Police Chief
No action reported; direction provided to Staff.

6. ADJOURNMENT
There being no further business, the meeting adjourned at 6:05 p.m. ________________________________
Kristine Lawler, CMC
City Clerk

Agenda Item No: 8.a.

MEETING DATE/TIME: 5/6/2026

ITEM NO: 2026-704

AGENDA SUMMARY REPORT
SUBJECT: Adoption of an Ordinance Amending Section 62 of Division 1, Chapter 2, Article 2 of the Ukiah City Code, Pertaining to Compensation of the Mayor and City Councilmembers.

DEPARTMENT: City Clerk PREPARED BY:Kristine Lawler, City Clerk PRESENTER:Kristine Lawler, City Clerk
ATTACHMENTS:

1. Senate Bill (SB) 329

2. Government Code Section 36516.5

3. Ordinance Amending Compensation of Mayor and Councilmembers Summary: Council will consider adopting an Ordinance amending Section 62 of Division 1, Chapter 2, Article 2 of the Ukiah City Code, pertaining to compensation of the Mayor and City Council members.

Background: The State compensation schedule for city councilmembers for general law cities, including Ukiah, was last adopted by the State legislature on June 29, 2023, by Senate Bill 329 (Attachment 1). SB 329 finds that allowing cities to adjust their compensation for inflation may help city councils become more diverse in composition, because increased compensation can help individuals from lower income households receive sufficient income from their council service to help ensure that they can continue to serve the public and support their families.

SB 329 increases the maximum amount of base compensation for council members to $950 per month for a city with a population of up to and including 35,000. In addition, SB 329 authorizes the councilmember compensation rate to be increased beyond the $950 base maximum to an amount not exceeding the greater of either five percent (5%) for each calendar year from the operative date of the last adjustment of the salary in effect when the previous ordinance or amendment was enacted, or an amount equal to inflation from January 1, 2024, based upon the California Consumer Price Index, which shall not exceed 10% for each calendar year.

The bill requires that any increase in councilmember's compensation be adopted by ordinance. Pursuant to Government Code § 36516.5 (Attachment 2), any council compensation increase may take effect only when at least one member of council commences a new term, which will not take place until the General Municipal election in November 2026. Once one member’s term commences, then all current councilmembers' salaries would increase at the same time.

Discussion: The Council last amended Section 62 of the Ukiah City Code, regarding City Councilmember compensation, on February 7, 2024, at which time the salary was increased to $850 per month; and the increase went into affect following the November 5, 2024, election. As such, the new base of $850 was established, against which CPI-u or an annual 5% increase is measured for future potential adjustments. Council gave direction to Staff to bring this item back for an annual review.

The finance department did an analysis of what the compensation increase would be either by the Consumer Price Index (CPI - https://www.bls.gov/regions/west/news-release/consumerpriceindex_sanfrancisco.htm) of

2.5%, or by the maximum adjustment allowed (5%). See table below:

Council Salary Analysis:

Using the information from the Council Salary Analysis and the standards of SB 329, on April 15, 2026, the Ukiah City Council unanimously introduced an ordinance amending Section 62 of the Ukiah City Code, pertaining to compensation of the Mayor and City Council Members at the 5 percent increase.

Staff now recommends that Council adopt the Ordinance (Attachment 3) amending section 62 of the Ukiah City Code, pertaining to compensation of Mayor and City Council members at the 5% increase, to go into effect after the next municipal election in November 2026.

Recommended Action: Adopt an Ordinance amending Section 62 of Division 1, Chapter 2, Article 2 of the Ukiah City Code, pertaining to compensation of the Mayor and City Council members.

BUDGET AMENDMENT REQUIRED: None; Compensation increase occurs in the next FY budget 2026/2027 and will be incorporated accordingly.

CURRENT BUDGET AMOUNT: N/A
PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: FY 2024/2025 Budget
REVENUE: No GRANT: No
PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: Olga Keough, Finance Controller
STRATEGIC PLANS (SP): SP 5C - Create, sustain, and advance a diverse and inclusive workplace and workforce that reflects, values, and celebrates the diverse community we serve.

GENERAL PLAN ELEMENTS (GP): N/A

7/26/23, 10:17 AM Bill Text - SB-329 Cities: city council members: compensation. https://leginfo.legislature.ca.gov/faces/billNavClient.xhtml?bill_id=202320240SB329 1/3 SHARE THIS: Date Published: 06/29/2023 09:00 PM
SB-329 Cities: city council members: compensation. (2023-2024) Senate Bill No. 329
CHAPTER 27
An act to amend Section 36516 of the Government Code, relating to local government. [ Approved by Governor June 29, 2023. Filed with Secretary of State June 29, 2023. ]

LEGISLATIVE COUNSEL'S DIGEST
SB 329, Dodd. Cities: city council members: compensation.

Existing law authorizes a city council to enact an ordinance to provide each member of the city council a salary based upon the population of the city, as specified. Existing law authorizes that amount to be increased by the city council by an amount that does not exceed 5% for each calendar year from the operative date of the last adjustment of the salary that is in effect when the increase is enacted. Existing law provides for the procedures by which a city may enact ordinances.

This bill would increase the maximum amount of salary, based upon the population of the city, that may be approved by an ordinance passed by the city council, as specified. The bill would authorize the salary of council members to be increased beyond the specified maximums to an amount not exceeding the greater of either 5% for each calendar year from the operative date of the last adjustment of the salary in effect when the ordinance or amendment is enacted, or an amount equal to inflation since January 1, 2024, based upon the California Consumer Price Index, which shall not exceed 10% for each calendar year. The bill would require the city council to consider the adoption of an ordinance to increase council member compensation in open session during at least 2 regular meetings of the city council.

Vote: majority Appropriation: no Fiscal Committee: no Local Program: no THE PEOPLE OF THE STATE OF CALIFORNIA DO ENACT AS FOLLOWS:

SECTION 1. The Legislature finds and declares all of the following:
(a) The compensation schedule for general law cities has not been adjusted since 1984, meaning that city council compensation has not kept pace with inflation.
(b) Allowing cities to adjust their compensation for inflation since 1984 may help city councils become more diverse because increased compensation can help individuals from across different income levels receive sufficient income from their service to help ensure that they can continue to serve the public and support their families.

SEC. 2. Section 36516 of the Government Code is amended to read:

Home Bill Information California Law Publications Other Resources My Subscriptions My Favorites ATTACHMENT 1

7/26/23, 10:17 AM Bill Text - SB-329 Cities: city council members: compensation. https://leginfo.legislature.ca.gov/faces/billNavClient.xhtml?bill_id=202320240SB329 2/3 36516. (a) (1) A city council may enact an ordinance providing that each member of the city council shall receive a salary based on the population of the city as set forth in paragraph (2). (2) The salaries approved by ordinance under paragraph (1) shall be as follows:
(A) In cities up to and including 35,000 in population, up to and including nine hundred fifty dollars ($950) per month.
(B) In cities over 35,000 up to and including 50,000 in population, up to and including one thousand two hundred seventy-five dollars ($1,275) per month.
(C) In cities over 50,000 up to and including 75,000 in population, up to and including one thousand six hundred dollars ($1,600) per month.
(D) In cities over 75,000 up to and including 150,000 in population, up to and including one thousand nine hundred dollars ($1,900) per month.
(E) In cities over 150,000 up to and including 250,000 in population, up to and including two thousand five hundred fifty dollars ($2,550) per month.
(F) In cities over 250,000 population, up to and including three thousand two hundred dollars ($3,200) per month.
(3) For the purposes of this subdivision, the population of a city shall be determined by the last preceding federal census, or a subsequent census, or estimate validated by the Department of Finance. (4) The salary of council members may be increased beyond the amount provided in this subdivision by an ordinance or by an amendment to an ordinance, but the amount of the increase shall not exceed the greater of either of the following:
(A) An amount equal to 5 percent for each calendar year from the operative date of the last adjustment of the salary in effect when the ordinance or amendment is enacted. (B) An amount equal to inflation since January 1, 2024, based upon the California Consumer Price Index, which shall not exceed 10 percent for each calendar year. (5) No ordinance shall be enacted or amended to provide automatic future increases in salary. (b) Notwithstanding subdivision (a), at any municipal election, the question of whether city council members shall receive a salary for services, and the amount of that salary, may be submitted to the electors. If a majority of the electors voting at the election favor it, all of the council members shall receive the salary specified in the election call. The salary of council members may be increased beyond the amount provided in this section or decreased below the amount in the same manner.
(c) Unless specifically authorized by another statute, a city council may not enact an ordinance providing for compensation to city council members in excess of that authorized by the procedures described in subdivisions (a) and (b). For the purposes of this section, compensation includes payment for service by a city council member on a commission, committee, board, authority, or similar body on which the city council member serves.

If the other statute that authorizes the compensation does not specify the amount of compensation, the maximum amount shall be one hundred fifty dollars ($150) per month for each commission, committee, board, authority, or similar body.
(d) Any amounts paid by a city for retirement, health and welfare, and federal social security benefits shall not be included for purposes of determining salary under this section, provided that the same benefits are available and paid by the city for its employees.
(e) Any amounts paid by a city to reimburse a council member for actual and necessary expenses pursuant to Section 36514.5 shall not be included for purposes of determining salary pursuant to this section. (f) A city council member may waive any or all of the compensation permitted by this section. (g) (1) For the purposes of this section, a city council shall consider the adoption of an ordinance to increase compensation in open session during at least two regular meetings of the city council. (2) At the first meeting, the city council shall present the proposed ordinance, which shall include findings demonstrating the need for the increased compensation. The ordinance shall not be adopted at the first

7/26/23, 10:17 AM Bill Text - SB-329 Cities: city council members: compensation. https://leginfo.legislature.ca.gov/faces/billNavClient.xhtml?bill_id=202320240SB329 3/3 meeting.
(3) At least seven days after the first meeting, the city council shall hold a second meeting to consider whether to adopt the ordinance.

ATTACHMENT 2

ORDINANCE NO.

ORDINANCE OF THE CITY COUNCIL OF THE CITY OF UKIAH AMENDING SECTION 62

OF THE UKIAH CITY CODE, PERTAINING TO COMPENSATION OF MAYOR AND CITY

COUNCILMEMBERS
The City Council of the City of Ukiah hereby ordains as follows:

1. Ukiah City Code Section 62 is amended to read as follows:
§62: SALARIES: The mayor and council members shall be paid eight hundred ninetytwo dollars and fifty cents ($892.50) per month. Any amounts authorized and paid on behalf of such officers for retirement, health and welfare, and federal social security benefits shall not be included for purposes of determining salary under this section.

2. EFFECTIVE DATE. This Ordinance shall be published as required by law in a newspaper of general circulation in the City of Ukiah. Pursuant to Ukiah City Code § 65, the pay increase effected by this Ordinance shall only apply to Councilmember salaries following the next municipal election, which is scheduled for November 2026.

Introduced by title only on April 15, 2026, by the following roll call vote:

AYES: Councilmembers Crane, Rodin, Criss, Orozco, and Mayor Sher.

NOES: None.

ABSENT: None.

ABSTAIN: None.

Adopted on May 6, 2026, by the following roll call vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
_______________________
Susan Sher, Mayor
ATTEST:
_______________________
Kristine Lawler, CMC/CPMC
Attachment 3

Agenda Item No: 8.b.

MEETING DATE/TIME: 5/6/2026

ITEM NO: 2026-738

AGENDA SUMMARY REPORT
SUBJECT: Consideration of Adoption of Resolution Reappointing Ronald J. Meaux to the Design Review Board.

DEPARTMENT: City Clerk PREPARED BY:Araceli Sandoval, Deputy City Clerk PRESENTER:Kristine Lawler, City Clerk
ATTACHMENTS:

1. City Code Section 1161

2. DRB Application - Ronald Meaux_Redacted

3. Proposed Resolution
Summary: The City Council will consider adopting a resolution reappointing Ronald J. Meaux to the Design Review Board.

Background: The Design Review Board reviews proposed site development permit applications, planned development applications, and precise development plans. They work with Staff and the applicants to ensure design consistency with the Ukiah General Plan, Zoning Code, and Design Review Guidelines. They make recommendations concerning architecture, site design layout, landscaping, parking, signage, exterior lighting, and other aspects of urban design to City Staff, Zoning Administrator, Planning Commission, and City Council as appropriate.

Pursuant to Ukiah City Code Section 1161 (Attachment 1), members of the Design Review Board are appointed by a majority of the City Council, to serve at the will of the Council for up a term of up to four years.

One vacancy currently exists due to the expiration of a term. The vacancy has been noticed since March 5, 2026, online, in the glass case in front of Civic Hall, in the Public View Binder, and at the County Library.

Discussion: The City Clerk’s office has received an application from the incumbent, Ronald J. Meaux (Attachment 2), who meets the required qualifications, with no other applications having been received. Staff’s recommendation is to adopt the resolution (Attachment 3) reappointing Ronald J. Meaux to the 'Community at Large' position on the Design Review Board, with a term ending May 6, 2030. If the Council wishes to discuss the appointment, the item may be removed from the Consent Calendar.

Recommended Action: Adopt a resolution reappointing Ronald J. Meaux to the ‘Community at Large’ position on the Design Review Board, term ending May 6, 2030.

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

STRATEGIC PLAN (SP): SP 5C - Create, sustain, and advance a diverse and inclusive workplace and workforce that reflects, values, and celebrates the diverse community we serve.

GENERAL PLAN ELEMENTS (GP): N/A

ATTACHMENT 1

Attachment 2

RESOLUTION NO. 2026-
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF UKIAH REAPPOINTING RONALD J.

MEAUX TO THE DESIGN REVIEW BOARD
WHEREAS, pursuant to City Code Section 1161, members of the Design Review Board are appointed by a majority of the City Council, to serve at the will of the Council for up to a term of four years; and
WHEREAS, there is one vacancy on the Design Review Board, which have been noticed since March 5, 2026, online, in the glass case in front of Civic Hall, in the Public View Binder, and at the County Library; and
WHEREAS, the City Clerk’s office has received an application from the incumbent Ronald J. Meaux, who meets the required qualifications, with no other applications having been received.

NOW, THEREFORE, BE IT RESOLVED, that the Ukiah City Council does hereby appoint the following person and term:

BOARD/

COMMISSION

NAME POSITION TERM ENDING
Design Review Board Ronald J.

Meaux
City Resident/Property
or Business Owner 5/06/2030
PASSED AND ADOPTED this 6th day of May, 2026, by the following roll call vote:

AYES:

NOES:

ABSTAIN:

ABSENT:
_______________________________
Susan Sher, Mayor
ATTEST:
__________________________________
Kristine Lawler, City Clerk
Attachment 3

Agenda Item No: 8.c.

MEETING DATE/TIME: 5/6/2026

ITEM NO: 2026-752

AGENDA SUMMARY REPORT
SUBJECT: Approval of a Budget Amendment in the Amount of $28,807.50 for OpenGov Software Services and Authorization to Continue Agreement.

DEPARTMENT: Finance PREPARED BY:Erica Valencia, Finance Controller PRESENTER:Erica Valencia, Finance Controller
ATTACHMENTS:

1. OpenGov Software Services Agreement
Summary: Staff requests Council approve a budget amendment in the amount of $28,807.50 to fund the first year of a renewed OpenGov software services agreement. Staff is also requesting continued use of the agreement, including future renewals, subject to annual budget appropriation.

Background: OpenGov offers an interactive reporting tool that allows the Council and citizens to explore the City budget data online in various graphical formats selected by the user. The City provides three years of budget data for public review via the OpenGov software. Each year during the budget cycle, a new year of data will be added and the oldest year removed, giving the public a rolling three-year snapshot of revenue and expenditure trends. The OpenGov software helps strengthen the connection between local government and community members.

Discussion: The Finance Department continues to utilize the OpenGov platform for budget presentation and financial reporting. The existing agreement (Attachment 1) includes an automatic renewal provision, and the contract renewed for an additional three-year term beginning April 1, 2026.

The agreement includes an annual cost escalation of approximately 5%. Funding for the first year of the new term was not included in the current fiscal year budget. A budget amendment in the amount of $28,807.50 is required to cover the current year cost. Future costs associated with the agreement will be incorporated into the City’s annual budget process and will remain subject to Council appropriation.

To streamline administration and avoid the need for separate Council action for each renewal term, Staff is requesting authorization for Staff to continue administering the agreement, including future renewals and associated cost increases, in accordance with the contract terms and subject to annual budget approval.

Therefore, Staff recommends approving a budget amendment of $28,807.50 for the first year of the renewed three-year agreement with OpenGov and allowing the agreement to continue, including future renewals, as long as funding is approved through the annual budget process.

Recommended Action: 1. Approve a budget amendment in the amount of $28,807.50 for OpenGov software services; and

2. Authorize the City Manager to continue the agreement with OpenGov, including future renewals and associated cost increases in accordance with the contract terms, subject to annual budget appropriation.

BUDGET AMENDMENT REQUIRED: Yes
CURRENT BUDGET AMOUNT: 20013401.54320:$0

PROPOSED BUDGET AMOUNT: 20013401.54320:$28,807.50
FINANCING SOURCE: Fund 200
REVENUE: No GRANT: No
PREVIOUS CONTRACT/PURCHASE ORDER NO.: 2223-196
COORDINATED WITH: Dan Buffalo, Finance Director, and Mary Horger, Assistant Finance Director STRATEGIC PLAN (SP): N/A
GENERAL PLAN ELEMENTS (GP): N/A

Agenda Item No: 12.a.

MEETING DATE/TIME: 5/6/2026

ITEM NO: 2026-702

AGENDA SUMMARY REPORT
SUBJECT: Consideration and Possible Adoption of a Resolution Updating Rates for Pre-Hospital Emergency Medical Services and Ambulance Transportation Provided by the Ukiah Valley Fire Authority.

DEPARTMENT: Fire PREPARED BY:Doug Hutchison, Fire Chief PRESENTER:Doug Hutchison, Fire Chief
ATTACHMENTS:

1. CC Reso 2024-48 - Pre-Hospital Emergency Services and Ambulance Fees

2. Proposed Resolution
Summary: Council will consider adopting a resolution updating the rates for pre-hospital emergency medical services and ambulance transportation provided by the Ukiah Valley Fire Authority.

Background: The Ukiah Valley Fire Authority (UVFA) regularly assesses the rates charged for pre-hospital emergency medical services and ambulance transportation provided by the UVFA to ensure adequate reimbursement for services.

Discussion: The current rate structure for pre-hospital emergency medical services and ambulance transportation was last updated by the Council in late 2024 (Attachment 1). Since that time, there have been dramatic increases in the cost of supplies and equipment, along with an increase in negotiated Staff compensation, necessitating an adjustment to ensure rates more accurately reflect the costs of providing service.

It is important to note that these rates apply to a limited number of transports only. The majority of transports are reimbursed through government programs such as Medicare and Medi-CAL, which have fixed reimbursement rates. Additionally, state regulations limit what may be billed to uninsured patients.

The UVFA's rate structure was evaluated by its Emergency Medical Services (EMS) consultant, AP Triton LLC, which performs these types of analysis nationally. The evaluation considered total cost of providing services, including personnel and equipment, call volumes, medical cost inflation factors, and destination mileages, including the difference between 911 responses and Inter-Facility Transfers. Based on this analysis, AP Triton has recommended the rate structure included in Exhibit A of the proposed resolution (Attachment 2).

Public notice was published in the Ukiah Daily Journal as required.

Therefore, Staff requests Council adopt a resolution updating the rates for pre-hospital emergency medical services and ambulance transportation provided by the Ukiah Valley Fire Authority.

Recommended Action: Adopt a resolution updating the rates for pre-hospital emergency medical services and ambulance transportation provided by the Ukiah Valley Fire Authority.

BUDGET AMENDMENT REQUIRED: No
CURRENT BUDGET AMOUNT: N/A
PROPOSED BUDGET AMOUNT: N/A

FINANCING SOURCE: N/A
REVENUE: Yes GRANT: No
PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: Finance Department; City Manager's Office STRATEGIC PLAN (SP): N/A
GENERAL PLAN ELEMENTS (GP):GP-A4 - Public Facilities, Services, and Infrastructure Element

RESOLUTION NO. 2024- 48

RESOLUTION OF THE CITY COUNCIL OF UKIAH ADOPTING FEES FOR PRE -HOSPITAL

EMERGECNY SERVICES AND AMBULANCE TRANSPORTATION PROVIDED BY THE

UKIAH VALLEY FIRE AUTHORITY
BE IT RESOLVED that effective immediately the City Council adopts the following fees for the provision of Pre -Hospital Emergency Medical services and Ambulance Transportation provided by the Ukiah Valley Fire Authority:

Bundled Base Rate ................................ .......................................................... 3, 000. 00 Mileage, per mile..............................................................................................$ 30. 00 Oxygenand Supplies.......................................................................................$ 120. 00 CardiacMonitor................................................................................................$ 60. 00 Treat, No Transport/ First Response Fee..........................................................$ 390. 23 NightCall.........................................................................................................$ 100. 00 Specialty Care Transport..................................................................... 3, 000. 00 FURTHERMORE, these fees are to be evaluated regularly and adjusted as necessary.

PASSED AND ADOPTED this 6th day of November 2024, by the following roll call vote:

AYES: Councilmembers Rodin, Orozco, Sher, Crane, and Mayor Duehas.

NOES: None.

ABSENT: None.

ABSTAIN: None.

ATTEST:

Kristine Lawler, City Clerk

Doulgas F. Crane, Vice Mayor
Attachment 1

RESOLUTION NO. 2026-

RESOLUTION OF THE CITY COUNCIL OF UKIAH ADOPTING FEES FOR PRE-HOSPITAL

EMERGENCY SERVICES AND AMBULANCE TRANSPORTATION SERVICES PROVIDED

BY THE UKIAH VALLEY FIRE AUTHORITY
BE IT RESOLVED that effective immediately the City Council adopts updated fees for the provision of Pre-Hospital Emergency Medical services and Ambulance Transportation Services provided by the Ukiah Valley Fire Authority, as set forth in Exhibit A to this Resolution.

FURTHERMORE, these fees shall be adjusted annually on July 1st of each year based on the Bay Area Cities CPI-U All, or the Bay Area Cities CPI- U for Medical Care, whichever is greater, unless the City Council takes other action.

PASSED AND ADOPTED this 6th day of May, 2026, by the following roll call vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

Susan Sher, Mayor
ATTEST:

Kristine Lawler, City Clerk
Attachment 2

Exhibit A
911 ALS Rates 911 BLS Rates
Base Rate: $4,000 Base Rate:
$4,000
Bundle Rate: $250 Bundle Rate: $175
*Oxygen: $120 *Oxygen: $120
*Night Charge: $100 *Night Charge: $100
Cardiac Monitor: $375 N/A
Mileage (per mile):
$120
Mileage (per mile):
$120
First Responder/Treat
no Transport
$499.83
*No rate adjustment currently
ALS IFT Rates BLS IFT Rates
Base Rate: $4,725 Base Rate: $4,725
ALS Bundle: $250 BLS Bundle: $175
*Oxygen: $120 *Oxygen: $120
*Night Charge: $100 *Night Charge: $100
Cardiac Monitor: $375 N/A
Mileage (per mile): $180 Milage (per mile): $180
*No rate adjustment currently

Agenda Item No: 13.a.

MEETING DATE/TIME: 5/6/2026

ITEM NO: 2026-739

AGENDA SUMMARY REPORT
SUBJECT: Award Professional Services Agreement to BKF Engineers in the Amount of $614,435 to Prepare the Plans, Specifications, and Estimate for the Central Ukiah Circulation Improvement Project, and Approve Corresponding Budget Amendments.

DEPARTMENT: Public Works PREPARED BY:Andrew Stricklin, Senior Civil Engineer PRESENTER:Tim Eriksen, Public Works Director/City Engineer ATTACHMENTS:

1. RFP E41092 CUCIP

2. BKF Proposal
Summary: The City Council will consider awarding a professional services agreement to BKF Engineers to prepare the plans, specifications, and estimate for the Central Ukiah Circulation Improvement Project, and approve a corresponding budget amendment.

Background: The construction of the Central Ukiah Circulation Improvement Project 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.

Discussion: Construction of 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 City of Ukiah has committed 58.2% (approximately $3.4 million) using gas tax revenues dedicated to street repair and transportation improvements. This funding structure demonstrates a strong local match and leverages State resources to deliver a high-priority infrastructure investment.

The City issued a request for proposal (RFP) (Attachment 1) on the City's website through BidNet Direct on January 20, 2026. In response to the City's RFP, three proposals were received. An evaluation team from Public Works reviewed and scored all proposals and selected BKF Engineers (Attachment 2) from Santa Rosa as the most qualified and most understanding of the goals, challenges and opportunities this project presents. Upon receipt, all qualified proposals were initially determined in exceedance of available design funds forcing Staff to issue a project design cancellation or postponement letter to all submitting firms with a

plan to reconsider options. After additional research, available funds were identified by Staff to proceed with award of the project to BKF for the proposed $614,435.00. All proposing firms have subsequently been notified of the City’s intent to proceed with award.

Staff now requests Council award the professional services agreement to BKF Engineers to prepare the plans, specifications, and estimate for the Central Ukiah Circulation Improvement Project, and approve a corresponding budget amendment.

Recommended Action: Award professional services agreement to BKF Engineers in the amount of $614,435 to prepare the plans, specifications, and estimate for the Central Ukiah Circulation Improvement Project, and approve corresponding budget amendments.

BUDGET AMENDMENT REQUIRED: Yes
CURRENT BUDGET AMOUNT: $0
PROPOSED BUDGET AMOUNT: 50024620.80230.18128: $614,435.00 FINANCING SOURCE: Highway Users Tax Funds
REVENUE: No GRANT: No
PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: 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.

1 CITY OF UKIAH

REQUEST FOR PROPOSAL

PREPARATION OF PLANS, SPECIFICATIONS & ESTIMATE
FOR

CENTRAL UKIAH CIRCULATION IMPROVEMENT

PROJECT
Request Date: JANUARY 20, 2026
Deadline for Responses: NOON PT, MARCH 16, 2026

2 REQUEST FOR PROPOSAL

CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT (CUCIP)
January 20, 2026

GENERAL INFORMATION/PROJECT LOCATION
The City of Ukiah has a population of 16,075 people and is located approximately 115 miles north of San Francisco, CA on the US Highway 101 corridor. Ukiah is also the retail, government, and medical service hub to an area reaching a 50-mile radius and experiences a daytime service population exceeding 35,000 people. The City of Ukiah will be using internal Capital Improvement funding for utility and street rehabilitation items.

The project limits are within the City limits of Ukiah on:

East Clay Street - Main Street to the Great Redwood Trail – Approx. 610 LF East Clay Street – Courthouse Blvd. tie-in east to Leslie Street – Approx. 75 LF Leslie Street – East Gobbi Street to East Perkins Street – Approx. 2,400 LF (Attachment “A”)
The CENTRAL UKIAH CIRCULATION Improvement Project is a rehabilitation of roadway and existing utilities as listed below:

East Clay Street
• Sidewalk Infill and Accessible Curb Ramps: Completing missing sidewalk segments and install two (3) new curb ramps. City anticipates approx. 1,200 LF of new sidewalk. • New Bike Lanes: installing dedicated bike lanes connecting to the City’s rail trail to encourage alternative transportation modes by improving connectivity, safety, and access for non-vehicular traffic.
• Street Lighting installation to improve nighttime visibility and safety. • Stormwater Infrastructure with LID capture systems in sidewalk bioswales. • Water Utility Upgrades: Replacement of aging water infrastructure will ensure reliable services for the area’s growing residential and commercial needs. Anticipated 585 LF of 8” water main replacement with associated services.
• Sewer Utility Upgrades: Replacement of sewer infrastructure with associated laterals. Anticipated 600 LF of 6” sewer main.
• Landscape design for bioswales and proposed center median is anticipated. • Roadway reconstruction and new construction in missing locations.

Leslie Street
• Bike Lanes: Installation of continuous bike lanes to encourage cycling, reduce vehicle dependency, and promote healthier commuting options. Coupled with new bike lane installation on Clay Street, this will provide a new route between Gobbi, Leslie, the rail trail, and Clay Streets, creating a lowstress alternative route for cyclists. • ADA Compliance and Sidewalk Rehabilitation: Construction of ADA-compliant curb ramps (4) and all driveway approaches, creating safer and more accessible paths for individuals with disabilities and improving overall mobility for all pedestrians. The rehabilitation of deteriorating and nonPage 96 of 311 3 compliant sidewalks, along with infill of missing sidewalk segments is needed. City anticipates approx. 4,800 LF of sidewalk replacement.
• Asphalt Rehabilitation: The rehabilitation of deteriorating asphalt facilities and non-compliant sidewalks, along with infill of missing sidewalk segments, will create a seamless pedestrian network. City anticipates partial reconstruction of roadway as needed and asphalt overlay where able.
• Enhanced Street Crossings and Lane Width Reductions: Reduction of lane widths, bulb outs and, adjacent to the school, installation of a raised pedestrian crossing with Rectangular Rapid Flashing Beacons (RRFBs), to prioritize pedestrian safety and calm traffic. • Water Utility Replacement and Drainage Improvements: Water infrastructure on Leslie is at the end of its useful life. To preserve new asphalt, leaking waterlines need replacement prior to paving. City anticipates approx. 800 LF of 8” water main and associated services to be replaced. • New storm drain infrastructure on Leslie is anticipated as to be discussed with the consultant.

The City of Ukiah is requesting proposals from qualified firms for the preparation of Plans, Specifications & Estimate for the CUCIP Project. Inspection and construction contract administration are not part of this request for proposal. There are no DBE goals for this project, however, DBE participation is encouraged.

SCOPE OF SERVICES
The scope of services of this project is the preparation of Plans, Specifications & Estimate for the CUCIP Project. The Consultant’s proposal shall include, but not be limited to, the following:
• Coordinate a pre-project kick-off meeting.
• Review and evaluate existing documents and data.
• Perform a topographic survey, determine location of street rights-of-way and easements, identify and locate existing street improvements and utilities to be replaced. • Submit Preliminary Plans and cost estimate to the City for review and comment at the 30% stage. • After approval of the 30% design phase by the City, the consultant shall begin final design of the project. Scope of work shall include, but not be limited to, the following: pavement section design, including geotechnical investigation as required, utility replacement, street lighting, striping, concrete and curb ramp improvements.
• Submit design plans, specifications and cost estimate to the City for review and comment at the 60%, and 90% stage.
• Prepare a Storm Water Pollution Prevention Plan (SWPPP) for submission to the North Coast Regional Water Quality Control Board for the purpose of obtaining coverage under the General Permit for Discharges of Storm Water Associated with Construction Activity, if the disturbed area of the project is over one acre. Proposal shall provide optional cost for preparation of SWPPP. • Receive comments and prepare final plans, specifications and cost estimate for bid purposes. Provide one digital set of plans in both PDF and AutoCAD formats for the purpose of construction staking and one digital PDF set of specifications. AutoCAD drawings will be provided to the contractor for the purposes of construction survey.

4 EXISTING DOCUMENTS
• Existing Sewer utilities map
• Existing Water utilities map
• Project limits map
• CUCIP grant application

SCHEDULE
Anticipated completion date, task, and time to complete task:
• January 20, 2026 Issue Consultant Request for Proposal • March 16, 2026 Proposals due (approx. 8 weeks)
• April 1, 2026 City Council Award Consultant Contract
• April 2026 Kick-off meeting
• June 2026 Submit draft Conceptual Plan (30%)
• August 2026 Submit draft (60%) plans, specifications & estimate (PS&E) • October 2026 Submit draft (90%) PS&E
• November 2026 Submit final PS&E
The above scope of services and schedule does not preclude the Consultant, based on his or her project understanding and experience, from developing and proposing an alternative approach and schedule for achieving the City’s goal of a timely and successful project completion.

CONSULTANT’S PROPOSAL
Proposals shall be labeled “Central Ukiah Circulation Improvement Project”. Proposals shall be submitted to:
[email protected]
Submit (1) one electronic copy. Proposals must be received prior to noon PT, March 16, 2026.

Proposals shall include as a minimum the following:

Project approach and schedule
Describe the proposed approach and procedures to be used in completing the tasks described in the Scope of Services. Include a proposed schedule showing completion of the various tasks.

Cover letter
The cover letter should include a brief overview of the specific approach and procedures the firm proposes to complete the tasks described in the Scope of Services. Please explain why the Consultant’s proposal is the best proposal for the City. The cover letter must be signed by an official authorized to bind the successful firm contractually and shall contain a statement to the effect that the proposal is a firm offer for a minimum period of thirty (30) days after the submittal date. The letter accompanying the proposal shall also provide the following: name, title, address, and telephone number of individuals with the authority to negotiate a contract and bind the consultant to the terms of the contract.

Project team
Describe the qualifications and experience of the firm as related to the project, and the proposed staff to be assigned to this project. Describe the qualifications and experience of any proposed sub-consultants and identify the work they will accomplish. Firms, sub-consultants and proposed staff must demonstrate experience with similar projects. Staff proposed to be in charge of the project must demonstrate significant experience supervising similar work. Describe the proposed team organization, current and previous work assignments, and man-hours budgeted for each team member. Provide the name and brief resume of the individual who will be in responsible charge of the project along with the names and brief resumes of the firm’s staff who will be assigned to the project.

Example work product

5 Provide a minimum of one example work product which includes an evaluation with illustration of a utility replacement and street rehabilitation project.

Fee proposal
Provide a separate fee proposal based on an hourly rate schedule with a “not to exceed” maximum cost for all work identified in the Scope of Services. Provide a tabulation of the project staff and number of work hours for each task. Indicate if travel time, mileage, and per diem will be charged. Include any subconsultant cost. Additionally, please identify miscellaneous costs associated with this proposal. Submit a copy of your firm’s current itemized hourly rate fee schedule and the fee proposal for the project.

References
Provide a list of similar projects for which the firm has completed similar projects with a list of at least three client references associated with these projects. Include client references for any proposed subconsultants. Provide names of contact person, addresses and telephone numbers for all client references.

Exceptions
Identify any exceptions you are proposing with respect to the Scope of Services. Additionally, if there are any exceptions to the City’s insurance requirements and/or the City’s draft professional services agreement as shown in Attachment “C,” the Consultant should list the exceptions in the proposal.

INSURANCE REQUIREMENTS
The insurance requirements are set forth in Attachment “D”.

EVALUATION OF CONSULTANT’S PROPOSAL
The following evaluation criteria and maximum points will be used in evaluating and selecting candidates:

1. Understanding of the work to be done. 30

2. Experience with similar kinds of work. 20

3. Quality of staff for work to be done. 20

4. Capability of developing innovative or advanced techniques. 10

5. Financial responsibility. 20

SUPPLEMENTAL REFERENCE INFORMATION
The following documents are provided for your reference:
• CUCIP Grant Application, Attachment “A”
• Location Map, Attachment “B”
• A draft professional services agreement, Attachment “C” • Insurance Requirements, Attachment “D”

RIGHT OF REFUSAL
The City reserves the right to reject any and all proposals without qualifications. Proposals will be considered only in their entirety. The City reserves the right to negotiate the specific requirements and costs for the Main Street Utility Improvement Project.

QUESTIONS
Questions shall be directed to:

Myles Fisette, Purchasing Manager
(707)463-6225
[email protected]

REHABILITATE PAVEMENT

IMPROVE CIRCULATION ENHANCE CROSSINGS REPLACE & INFILL SIDEWALK

IMPROVE DRAINAGE INSTALL BICYCLE LANES
Attachment A

1 City of Ukiah – Central Ukiah Circulation Improvement Project Table of Contents
A. Fact Sheet.............................................................................................................................................. 2 B. General Information ............................................................................................................................. 4 C. Screening Criteria................................................................................................................................14 D. Project Delivery...................................................................................................................................14 E. Evaluation Criteria...............................................................................................................................15 F. Other Project Areas.............................................................................................................................24 G. Funding and Deliverability ..................................................................................................................25 Appendices..................................................................................................................................................26 Appendix I: Electronic Project Programming Request Form ..................................................................26 Appendix II: Performance Metrics..........................................................................................................33 Attachments

1. US Census Block Map & Data

2. California Environmental Quality Act (CEQA), Notice of Exemption

3. Exhibit 13-A: Right of Way Certification Local Assistance Project

4. Letters of Support
a. Mendocino Council of Governments
b. Mendocino County 2nd District Supervisor Maureen Mulheren c. North Coast Opportunities
d. River Oak Charter School
e. Rancho Del Rey, Senior Community

2 City of Ukiah – Central Ukiah Circulation Improvement Project A. Fact Sheet (see following page)

PROJECT LOCATION
The project is within the City
limits on Leslie Street, from
Gobbi to Perkins Streets, and
on Clay Street from Main to
Leslie Streets, with the State
to construct a portion with a
separate project. River Oak
Charter School, the Senior
Center, low-income housing,
senior housing, access to the
Great Redwood Trail, new
Courthouse, as well as grocery stores, hospital/medical offices, and other critical resources on adjacent streets.

PROJECT SCOPE
• Install 6,152 linear feet of bike lanes
• Rehabilitate and infill a total of 6,050
linear feet of ADA-compliant sidewalks
• Raised crosswalk with Rectangular Rapid
Flashing Beacons (RRFBs) adjacent to
K-8 school and performing 0.58 miles of
roadway rehabilitation
• Install six (6) accessible curb ramps
• Add five (5) bioretention planters
• Lighting enhancements (Clay only)
• Road median with street trees
• Drainage system improvements
• New access to the Great Redwood Trail
• Upgraded water & sewer utilities (City
funded)
PROJECT BENEFITS: Improved multimodal access & connectivity in Central Ukiah with sidewalk reconstruction & infill, new bicycle lanes, curb ramps & bulb-outs, enhanced crosswalk at K-8 school, pavement rehabilitation (current PCI rating of 0-8), closing gap on Clay Street to create a new circulation route, new Great Redwood Trail access route, improved drainage and utility replacement.

PROJECT COST:

Total $5,838,412
City match 58.2%

SCHEDULE
Project Plans, Specifications,
and Engineer’s Estimate
(PS&E) completed by CTC
award announcements. Bid
project in January 2026,
award to the lowest bidder in
March 2024. Construction
March to November of 2026.

CUCIP Project
shown in red
Great Redwood Trail
Hospital
School

4 City of Ukiah – Central Ukiah Circulation Improvement Project B. General Information
The Central Ukiah Circulation Improvement Project will transform Leslie and Clay Streets in Ukiah’s central core to support safer, more accessible multimodal transportation options.

Focused on enhancing safe pedestrian, cyclist, and vehicle access, this project will improve accessibility and connectivity for a diverse range of community users, including residents, businesses, and visitors. Upgrades will also modernize essential infrastructure, benefiting both residential and commercial areas with resilient water, sewer, and stormwater systems.

Leslie Street is home to Ukiah’s Senior Center, which serves low-income seniors, as well as a kindergarten-through-eighth-grade school. The school relies primarily on on-street parking for student drop-offs and pick-ups, and does not have any traffic control or even a crosswalk where most families can safely cross the street. Numerous affordable housing developments, as well as a senior housing community also are located on Leslie Street. Pedestrian access is a challenge along most of the street due to missing or inadequate sidewalks. Clay Street will be at the intersection of a new State Courthouse, scheduled to break ground in 2025. The State budget for this project does not include any improvements to infrastructure or circulation outside the immediate project. The courthouse relocation is expected to increase both pedestrian and vehicular traffic. Without these improvements, access to the courthouse would remain limited to existing routes, exacerbating congestion and impacting nearby streets and neighborhoods. By expanding east-west and north-south connections with the proposed connection between Clay Leslie Streets, this project will help alleviate congestion and distribute traffic more efficiently throughout central Ukiah.

As a high-impact investment, the Central Ukiah Circulation Improvement Project aligns with Ukiah’s vision for equitable infrastructure that fosters community well-being, sustainability, and economic vitality. Through enhancements in safety, accessibility, and environmental resilience, this project will elevate the quality of life in an economically disadvantaged neighborhood blighted by Ukiah’s industrial past, contributing to Ukiah’s long-term goals for inclusive and sustainable growth. The total project cost is estimated at $5,838,412, with the City of Ukiah requesting funding assistance of $2,438,412 to support completion. The City will be responsible for approximately 58.2% of the project cost.

5 City of Ukiah – Central Ukiah Circulation Improvement Project Map
Attachment B

6 City of Ukiah – Central Ukiah Circulation Improvement Project Photos of existing conditions
These photos are examples of missing sidewalks, bike lanes and failed pavement on Clay & Leslie Streets.

7 City of Ukiah – Central Ukiah Circulation Improvement Project

8 City of Ukiah – Central Ukiah Circulation Improvement Project

9 City of Ukiah – Central Ukiah Circulation Improvement Project

10 City of Ukiah – Central Ukiah Circulation Improvement Project Proposed Improvement Renderings
These renderings represent the community’s vision Central Ukiah Circulation Improvement Project.

CLAY STREET CROSS SECTION

CONCEPTUAL DESIGN CLAY STREET

11 City of Ukiah – Central Ukiah Circulation Improvement Project

CONCEPTUAL CLAY STREET/RAIL TRAIL INTERSECTION

CONCEPTUAL PEDESTRIAN CROSSINGS ON LESLIE & CLAY

PROPOSED ENHANCED CROSSING ON LESLIE

12 City of Ukiah – Central Ukiah Circulation Improvement Project Scope
The Central Ukiah Circulation Improvement Project is more than an infrastructure update; it is an investment in Ukiah’s future, addressing both immediate safety and accessibility needs and supporting long-term community growth. By reconstructing 6,152 feet of bike lanes, 6,050 feet of ADA-compliant sidewalks, adding multiple accessible curb ramps, and performing 0.58 miles of roadway rehabilitation, this project creates a multimodal network that is inclusive, resilient, and aligned with Ukiah’s vision for sustainable development Leslie Street Enhancements: Leslie Street, a vital north-south corridor connecting Perkins and Gobbi Streets, supports significant daily traffic between residential, educational, and commercial areas. The proposed improvements will fill longstanding gaps in pedestrian and bicycle infrastructure along Leslie Street, addressing a critical need for safe and accessible pathways. Key features include:
• Bike Lanes: Installation of continuous bike lanes to encourage cycling, reduce vehicle dependency, and promote healthier commuting options. Coupled with new bike lane installation on Clay Street, this will provide a new route between Gobbi, Leslie, the rail trail, and Clay Streets, creating a low-stress alternative route for cyclists. • ADA Compliance: Construction of ADA-compliant curb ramps (4) and all driveway approaches, creating safer and more accessible paths for individuals with disabilities and improving overall mobility for all pedestrians.
• Sidewalk and Asphalt Rehabilitation: The rehabilitation of deteriorating asphalt facilities and non-compliant sidewalks, along with infill of missing sidewalk segments, will create a seamless pedestrian network.
• Enhanced Street Crossings and Lane Width Reductions: Reduction of lane widths, bulb outs and, adjacent to the school, installation of a raised pedestrian crossing with Rectangular Rapid Flashing Beacons (RRFBs), to prioritize pedestrian safety and calm traffic.
• Water Utility Replacement and Drainage Improvements: Water infrastructure on Leslie is at the end of its useful life. To preserve new asphalt, leaking waterlines need replacement prior to paving. New storm drain infrastructure on Leslie will improve safety and drainage efficiency on the roadway.

The Leslie Street portion of this project is particularly impactful as it serves multiple facilities essential to the Ukiah community, including an elementary school, a senior center, a lowincome housing assistance center, senior housing, as well as several low-income housing developments. The street is directly adjacent to the new courthouse, several shopping centers, as well as other essential community resources housed on Gobbi and Perkins Streets.

Improvements to Leslie Street will calm traffic and prioritize pedestrian safety which will support the mobility of children, seniors, low-income residents, and employees of these facilities, creating an inclusive, safe, and efficient corridor for all users.

Clay Street Enhancements: Clay Street functions as a primary east-west major collector, linking downtown Ukiah to other key areas. Currently, the east and west portions of Clay Street terminate at the former railyard, the location of the new courthouse. This portion of the project will complete the east-west connectivity by linking the newly planned Courthouse Drive with

13 City of Ukiah – Central Ukiah Circulation Improvement Project Leslie Street, providing a direct route from Main Street and facilitating greater access to Ukiah’s downtown core. Key features of the Clay Street improvements include:
• Sidewalk Infill and Accessible Curb Ramps: Completing missing sidewalk segments and install two (2) new curb ramps.
• New Bike Lanes: installing dedicated bike lanes connecting to the City’s rail trail to encourage alternative transportation modes by improving connectivity, safety, and access for non-vehicular traffic.
• Street Lighting and Stormwater Infrastructure: Installation of new street lighting to improve nighttime visibility and safety, along with advanced stormwater capture systems to support environmental resilience.
• Water and Sewer Utility Upgrades: Replacement of aging water and sewer infrastructure will ensure reliable services for the area’s growing residential and commercial needs.

Clay Street’s upgrades will serve the new courthouse facilities, the historic Grace Hudson Museum, and other civic destinations, enhancing overall east-west accessibility and creating a direct, safe connection for all users.

Additionally, the project incorporates environmentally sustainable features, such as bioswale planters and a tree-lined median along Clay Street, which contribute to natural water filtration, urban cooling, and aesthetic enhancements. Together, these improvements are expected to increase property values, enhance business opportunities, and improve overall quality of life in a formerly industrial, historically underserved, and rapidly developing area of Ukiah.

Project Cost and Funding Request: The total project cost is estimated at $5,838,412, with the City of Ukiah funding $3,400,000 and seeking funding assistance of $2,438,412 to bring this essential project to completion.

PAGE 1 OF 7

AGREEMENT FOR

PROFESSIONAL CONSULTING SERVICES
This Agreement, made and entered into this day of , 2008 (“Effective Date”), by and between CITY OF UKIAH, CALIFORNIA, hereinafter referred to as "City" and _________________, a _____________ [sole proprietorship, corporation, partnership, limited partnership, limited liability company, etc.] organized and in good standing under the laws of the state of ______________, hereinafter referred to as "Consultant".

RECITALS
This Agreement is predicated on the following facts:
a. City requires consulting services related to ________________________________. b. Consultant represents that it has the qualifications, skills, experience and properly licensed to provide these services, and is willing to provide them according to the terms of this Agreement.
c. City and Consultant agree upon the Scope-of-Work and Work Schedule attached hereto as Attachment "A", describing contract provisions for the project and setting forth the completion dates for the various services to be provided pursuant to this Agreement.

TERMS OF AGREEMENT

1.0 DESCRIPTION OF PROJECT

1.1 The Project is described in detail in the attached Scope-of-Work (Attachment "A").

2.0 SCOPE OF SERVICES

2.1 As set forth in Attachment "A".

2.2. Additional Services. Additional services, if any, shall only proceed upon written agreement between City and Consultant. The written Agreement shall be in the form of an Amendment to this Agreement.

3.0 CONDUCT OF WORK

3.1 Time of Completion. Consultant shall commence performance of services as required by the Scope-of-Work upon receipt of a Notice to Proceed from City and shall complete such services within ________________ from receipt of the Notice to Proceed.

Consultant shall complete the work to the City's reasonable satisfaction, even if contract disputes arise or Consultant contends it is entitled to further compensation.

4.0 COMPENSATION FOR SERVICES

4.1 Basis for Compensation. For the performance of the professional services of this Agreement, Consultant shall be compensated on a time and expense basis not to exceed a guaranteed maximum dollar amount of $-------. Labor charges shall be based upon hourly billing rates for the various classifications of personnel employed by Consultant to perform the Scope of Work as set forth in the attached Attachment B, Attachment C

PAGE 2 OF 7
which shall include all indirect costs and expenses of every kind or nature, except direct expenses. The direct expenses and the fees to be charged for same shall be as set forth in Attachment B. Consultant shall complete the Scope of Work for the not-toexceed guaranteed maximum, even if actual time and expenses exceed that amount.

4.2 Changes. Should changes in compensation be required because of changes to the Scope-of-Work of this Agreement, the parties shall agree in writing to any changes in compensation. "Changes to the Scope-of-Work" means different activities than those described in Attachment "A" and not additional time to complete those activities than the parties anticipated on the date they entered this Agreement.

4.3 Sub-contractor Payment. The use of sub-consultants or other services to perform a portion of the work of this Agreement shall be approved by City prior to commencement of work. The cost of sub-consultants shall be included within guaranteed not-to-exceed amount set forth in Section 4.1.

4.4 Terms of Payment. Payment to Consultant for services rendered in accordance with this contract shall be based upon submission of monthly invoices for the work satisfactorily performed prior to the date of the invoice less any amount already paid to Consultant, which amounts shall be due and payable thirty (30) days after receipt by City. The invoices shall provide a description of each item of work performed, the time expended to perform each task, the fees charged for that task, and the direct expenses incurred and billed for. Invoices shall be accompanied by documentation sufficient to enable City to determine progress made and to support the expenses claimed.

5.0 ASSURANCES OF CONSULTANT

5.1 Independent Contractor. Consultant is an independent contractor and is solely responsible for its acts or omissions. Consultant (including its agents, servants, and employees) is not the City's agent, employee, or representative for any purpose.

It is the express intention of the parties hereto that Consultant is an independent contractor and not an employee, joint venturer, or partner of City for any purpose whatsoever. City shall have no right to, and shall not control the manner or prescribe the method of accomplishing those services contracted to and performed by Consultant under this Agreement, and the general public and all governmental agencies regulating such activity shall be so informed.

Those provisions of this Agreement that reserve ultimate authority in City have been inserted solely to achieve compliance with federal and state laws, rules, regulations, and interpretations thereof. No such provisions and no other provisions of this Agreement shall be interpreted or construed as creating or establishing the relationship of employer and employee between Consultant and City.

Consultant shall pay all estimated and actual federal and state income and selfemployment taxes that are due the state and federal government and shall furnish and pay worker's compensation insurance, unemployment insurance and any other benefits required by law for himself and his employees, if any. Consultant agrees to indemnify and hold City and its officers, agents and employees harmless from and against any claims or demands by federal, state or local government agencies for any such taxes or benefits due but not paid by Consultant, including the legal costs associated with defending against any audit, claim, demand or law suit.

PAGE 3 OF 7
Consultant warrants and represents that it is a properly licensed professional or professional organization with a substantial investment in its business and that it maintains its own offices and staff which it will use in performing under this Agreement.

5.2 Conflict of Interest. Consultant understands that its professional responsibility is solely to City. Consultant has no interest and will not acquire any direct or indirect interest that would conflict with its performance of the Agreement. Consultant shall not in the performance of this Agreement employ a person having such an interest. If the City Manager determines that the Consultant has a disclosure obligation under the City’s local conflict of interest code, the Consultant shall file the required disclosure form with the City Clerk within 10 days of being notified of the City Manager’s determination.

6.0 INDEMNIFICATION

6.1 Insurance Liability. Without limiting Consultant's obligations arising under Paragraph 6.2 Consultant shall not begin work under this Agreement until it procures and maintains for the full period of time allowed by law, surviving the termination of this Agreement insurance against claims for injuries to persons or damages to property, which may arise from or in connection with its performance under this Agreement.

A. Minimum Scope of Insurance
Coverage shall be at least as broad as:

1. Insurance Services Office ("ISO) Commercial General Liability Coverage Form No. CG 20 10 10 01 and Commercial General Liability Coverage – Completed Operations Form No. CG 20 37 10 01.

2. ISO Form No. CA 0001 (Ed. 1/87) covering Automobile Liability, Code 1 "any auto" or Code 8, 9 if no owned autos and endorsement CA 0025.

3. Worker's Compensation Insurance as required by the Labor Code of the State of California and Employers Liability Insurance.

4. Errors and Omissions liability insurance appropriate to the consultant’s profession. Architects’ and engineers’ coverage is to be endorsed to include contractual liability.

B. Minimum Limits of Insurance
Consultant shall maintain limits no less than:

1. General Liability: $1,000,000 combined single limit 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, the general aggregate limit shall apply separately to the work performed under this Agreement, or the aggregate limit shall be twice the prescribed per occurrence limit.

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

PAGE 4 OF 7

3. Worker's Compensation and Employers Liability: Worker's compensation limits as required by the Labor Code of the State of California and Employers Liability limits of $1,000,000 per accident.

4. Errors and Omissions liability: $1,000,000 per occurrence.

C. 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 to the City, its officers, officials, employees and volunteers; or the Consultant shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses.

D. Other Insurance Provisions
The policies are to contain, or be endorsed to contain, the following provisions:

1. General Liability and Automobile Liability Coverages a. The City, it officers, officials, employees and volunteers are to be covered as additional insureds as respects; liability arising out of activities performed by or on behalf of the Consultant, products and completed operations of the Consultant, premises owned, occupied or used by the Consultant, or automobiles owned, hired or borrowed by the Consultant for the full period of time allowed by law, surviving the termination of this Agreement. The coverage shall contain no special limitations on the scope-of-protection afforded to the City, its officers, officials, employees or volunteers. b. The Consultant's insurance coverage shall be primary insurance as respects to the City, its officers, officials, employees and volunteers. Any insurance or self-insurance maintained by the City, its officers, officials, employees or volunteers shall be in excess of the Consultant's insurance and shall not contribute with it.
c. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the City, its officers, officials, employees or volunteers.
d. The Consultant's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability.

2. Worker's Compensation and Employers Liability Coverage The insurer shall agree to waive all rights of subrogation against the City, its officers, officials, employees and volunteers for losses arising from Consultant's performance of the work, pursuant to this Agreement.

PAGE 5 OF 7

3. Professional Liability Coverage
If written on a claims-made basis, the retroactivity date shall be the effective date of this Agreement. The policy period shall extend from ------ to ------------.

4. All Coverages
Each Insurance policy required by this clause shall be endorsed to state that coverage shall not be suspended, voided, canceled by either party, reduced in coverage or in limits except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City.

E. Acceptability of Insurers
Insurance is to be placed with admitted California insurers with an A.M. Best's rating of no less than A- for financial strength, AA for long-term credit rating and AMB-1 for short-term credit rating.

F. Verification of Coverage
Consultant shall furnish the City with Certificates of Insurance and with original Endorsements effecting coverage required by this Agreement. The Certificates and Endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The Certificates and Endorsements are to be on forms provided or approved by the City. Where by statute, the City's Workers' Compensation - related forms cannot be used, equivalent forms approved by the Insurance Commissioner are to be substituted.

All Certificates and Endorsements are to be received and approved by the City before Consultant begins the work of this Agreement. The City reserves the right to require complete, certified copies of all required insurance policies, at any time. If Consultant fails to provide the coverages required herein, the City shall have the right, but not the obligation, to purchase any or all of them. In that event, the cost of insurance becomes part of the compensation due the contractor after notice to Consultant that City has paid the premium.

G. Subcontractors
Consultant shall include all subcontractors or sub-consultants as insured under its policies or shall furnish separate certificates and endorsements for each subcontractor or sub-consultant. All coverage for sub-contractors or sub-consultants shall be subject to all insurance requirements set forth in this Paragraph 6.1.

6.2 Indemnification. Notwithstanding the foregoing insurance requirements, and in addition thereto, Consultant agrees, for the full period of time allowed by law, surviving the termination of this Agreement, to indemnify the City for any claim, cost or liability that arises out of, or pertains to, or relates to any negligent act or omission or the willful misconduct of Consultant in the performance of services under this contract by Consultant, but this indemnity does not apply to liability for damages for death or bodily injury to persons, injury to property, or other loss, arising from the sole negligence, willful misconduct or defects in design by the City, or arising from the active negligence of the City.

PAGE 6 OF 7
“Indemnify,” as used herein includes the expenses of defending against a claim and the payment of any settlement or judgment arising out of the claim. Defense costs include all costs associated with defending the claim, including, but not limited to, the fees of attorneys, investigators, consultants, experts and expert witnesses, and litigation expenses.

References in this paragraph to City or Consultant, include their officers, employees, agents, and subcontractors.

7.0 CONTRACT PROVISIONS

7.1 Ownership of Work. All documents furnished to Consultant by City and all documents or reports and supportive data prepared by Consultant under this Agreement are owned and become the property of the City upon their creation and shall be given to City immediately upon demand and at the completion of Consultant's services at no additional cost to City. Deliverables are identified in the Scope-of-Work, Attachment "A".

All documents produced by Consultant shall be furnished to City in digital format and hardcopy. Consultant shall produce the digital format, using software and media approved by City.

7.2 Governing Law. Consultant shall comply with the laws and regulations of the United States, the State of California, and all local governments having jurisdiction over this Agreement. The interpretation and enforcement of this Agreement shall be governed by California law and any action arising under or in connection with this Agreement must be filed in a Court of competent jurisdiction in Mendocino County.

7.3 Entire Agreement. This Agreement plus its Attachment(s) and executed Amendments set forth the entire understanding between the parties.

7.4 Severability. If any term of this Agreement is held invalid by a court of competent jurisdiction, the remainder of this Agreement shall remain in effect.

7.5 Modification. No modification of this Agreement is valid unless made with the agreement of both parties in writing.

7.6 Assignment. Consultant's services are considered unique and personal. Consultant shall not assign, transfer, or sub-contract its interest or obligation under all or any portion of this Agreement without City's prior written consent.

7.7 Waiver. No waiver of a breach of any covenant, term, or condition of this Agreement shall be a waiver of any other or subsequent breach of the same or any other covenant, term or condition or a waiver of the covenant, term or condition itself.

7.8 Termination. This Agreement may only be terminated by either party: 1) for breach of the Agreement; 2) because funds are no longer available to pay Consultant for services provided under this Agreement; or 3) City has abandoned and does not wish to complete the project for which Consultant was retained. A party shall notify the other party of any alleged breach of the Agreement and of the action required to cure the breach. If the breaching party fails to cure the breach within the time specified in the notice, the contract shall be terminated as of that time. If terminated for lack of funds or abandonment of the project, the contract shall terminate on the date notice of termination is given to Consultant. City shall pay the Consultant only for services

PAGE 7 OF 7
performed and expenses incurred as of the effective termination date. In such event, as a condition to payment, Consultant shall provide to City all finished or unfinished documents, data, studies, surveys, drawings, maps, models, photographs and reports prepared by the Consultant under this Agreement. Consultant shall be entitled to receive just and equitable compensation for any work satisfactorily completed hereunder, subject to off-set for any direct or consequential damages City may incur as a result of Consultant's breach of contract.

7.9 Execution of Agreement. This Agreement may be executed in duplicate originals, each bearing the original signature of the parties. Alternatively, this Agreement may be executed and delivered by facsimile or other electronic transmission, and in more than one counterpart, each of which shall be deemed an original, and all of which together shall constitute one and the same instrument. When executed using either alternative, the executed agreement shall be deemed an original admissible as evidence in any administrative or judicial proceeding to prove the terms and content of this Agreement.

8.0 NOTICES
Any notice given under this Agreement shall be in writing and deemed given when personally delivered or deposited in the mail (certified or registered) addressed to the parties as follows:

CITY OF UKIAH --------------
DEPT. OF_____________ --------------
300 SEMINARY AVENUE --------------
UKIAH, CALIFORNIA 95482-5400

9.0 SIGNATURES
IN WITNESS WHEREOF, the parties have executed this Agreement the Effective Date:

CONSULTANT
BY: __________________________ ____________________
Date
PRINT NAME: _________________
__________________
IRS IDN Number

CITY OF UKIAH
BY: ____________________
Date

CITY MANAGER
ATTEST

PAGE 8 OF 7
____________________
CITY CLERK Date

INSURANCE REQUIREMENTS FOR CONSULTANTS
Consultant(s) 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 Consultant(s), his agents, representatives, or employees.

I. Minimum Scope of Insurance
Coverage shall be at least as broad as:

A. Insurance Services Office Commercial General Liability coverage (Form No. CG 20 10 10 01 and Commercial General Liability – Completed Operations Form No. CG 20 37 10 01).

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

C. Workers’ Compensation insurance as required by the State of California and Employer’s Liability Insurance.

D. Errors and Omissions liability insurance appropriate to the consultant’s profession. Architects’ and engineers’ coverage is to be endorsed to include contractual liability.

II. Minimum Limits of Insurance
Consultant shall maintain limits no less than:

A. General Liability: $1,000,000 per occurrence for bodily injury, personal injury and property damage including operations, products and completed operations, as applicable. 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. Insurance must be written on an occurrence basis.

B. Automobile Liability: $1,000,000 per accident for bodily injury and property damage. Insurance must be written on an occurrence basis.

C. Workman’s Compensation Employer’s Liability: $1,000,000 per accident for bodily injury or disease.

D. Errors and Omissions liability: $1,000,000 per occurrence. If written on a claims-made basis, insurance coverage must cover claims filed within 3 years after contract work completed.

III. Deductibles and Self-Insured Retentions
Any deductibles or self-insured retentions must be declared to and approved by the City. The City may require the insurer to reduce or eliminate such deductibles or self-insured retentions with respect to the City, its officers, officials, employees and volunteers; or the Consultant to provide a financial guarantee satisfactory to the City guaranteeing payment of losses and related investigations, claim administration and defense expenses; or to approve the deductible without a guarantee.

IV. REQUIRED Insurance Provisions
Proof of general liability and automobile liability policies are to contain, or be endorsed to contain, the following provisions:

A. 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 Consultant 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 Consultant’s insurance, or as a separate owner’s policy.

Attachment D

B. 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. NOTE: You cannot be added as an additional insured on a workers’ compensation policy.

C. For any claims related to this project, the Consultant’s insurance coverage shall be primary insurance with respect to the City, its officers, officials, employees, and volunteers. Any insurance or self-insurance maintained by the City, its officers, officials, employees, or volunteers shall be in excess of the Consultant’s insurance and shall not contribute with it.

D. 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.

V. RATING - Acceptability of Insurers
Insurance is to be placed with admitted California insurers with a current A.M. Best’s rating of no less than A- for financial strength, AA for long-term credit rating and AMB-1 for short-term credit rating.

VI. Verification of Coverage
Consultant shall furnish the City with original certificates and amendatory endorsements effecting coverage required by this clause. The endorsements should be on forms provided by the City. If endorsements are on forms other than the City’s forms, those endorsements must provide coverage that is equivalent to or better than the forms requested by the City. All certificates and endorsements are to be received and approved by the City before work commences. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements affecting the coverage required by these specifications at any time.

If you have questions regarding our insurance requirements contact:

Risk Manager
(707) 463-6287 or FAX (707) 463-6204
Revised: 11/20/08

Solicitation No. E41092
March 16, 2026

THE CITY

OF UKIAH

PREPARED FOR THE

PREPARATION OF PLANS,

SPECIFICATIONS & ESTIMATE FOR

THE CENTRAL UKIAH CIRCULATION

IMPROVEMENT PROJECT

PROPOSAL TO PROVIDE
111 Santa Rosa Avenue, Suite 100,
Santa Rosa, CA 95404
707.583.8500 Office
www.bkf.com

CITY OF UKIAH, CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT | 2 SECTION 1. Cover Letter 1
SECTION 2. Project Approach and Schedule 3
SECTION 3. Project Team 13
SECTION 4. Example Work Product 23
SECTION 5. Fee Proposal (Included in a separate document) 137 SECTION 6. Experience and References 138
SECTION 7. Exceptions 142

CONTENTS

SECTION 1. COVER LETTER
• PLANNING • ENGINEERING • CONSTRUCTION MANAGEMENT • SURVEYING 1 City of Ukiah
Attn: Myles Fisette, Purchasing Manager
300 Seminary Avenue
Ukiah, CA 95482-5400
[email protected]
March 16, 2026
RE: PROPOSAL FOR THE CITY OF UKIAH CENTRAL UKIAH CIRCULATION

IMPROVEMENT PROJECT
Dear Myles and the Selection Committee,
Transformation of the way residents circulate the Ukiah Central Core is in motion! City staff have been busy for years delivering quality circulation enhancement and modernization improvements to the residents of Ukiah and the proposed Central Ukiah Circulation Improvements Project will serve as the key linkage that transportation users need to connect the Urban Core to the surrounding residential and commercial areas. We at BKF Engineers (BKF) are excited by the opportunity to continue to support the City of Ukiah (City) with these critical rejuvenations to public infrastructure.

The City has a vision for improving access to equitable and safe infrastructure while encouraging sustainability and economic vitality. The Central Core area includes many vulnerable populations, including a high density of seniors, students, and beneficiaries of affordable housing. Access to safe modes of alternative transportation to connect these users to services in the Urban Core is a key goal of the Central Ukiah Circulation Improvement Project. Modernization of the infrastructure that serves these areas, including water, sewer, and storm water treatment and management, will further encourage use and public connection to the Leslie Street and East Clay Street corridors and the adjacent rail trail and commercial areas.

BKF is bringing forward the same trusted team that has supported the City through the delivery of past successful, impactful projects. RGH Geotechnical Consultants (RGH), a firm with vast local experience, will provide geotechnical and pavement design support. RGH will be conducting geotechnical borings and will prepare a geotechnical investigation report with pavement and soil preparation recommendations. W-Trans (DBE), a local leader in transportation design, will be preparing the signing, striping, and street light installation design. Planting and irrigation design will be completed by Integra Landscape Architecture (DBE) (Integra), with a focus on special planting suitable for Low Impact Development (LID) facilities. We have worked together on similar projects and each bring relevant past project experience to the team. The team will be led and managed by Becky Dower, PE, who is the same Project Manager who delivered the Ukiah Courthouse, Gobbi Street, and Perkins Street projects, and is actively working with City staff on the Bush Street/Low Gap Road Roundabout. Collectively, we are all looking forward to leveraging our knowledge and experience working in and for the City to produce another quality project to improve City infrastructure.

HEADQUARTERS OFFICE
2100 Franklin Street
Suite 4C
Oakland, CA 94612
510.899.7300 Office
www.bkf.com
1 THE CITY’S NEEDS

OUR TEAM

FIRM DETAILS
Legal Name
BKF Engineers
Year Firm Established
1915
California Department of
Industrial Relations (DIR)
No. 1000002096
Local Office
111 Santa Rosa Avenue, Suite 100,
Santa Rosa, CA 95404
Project Manager
Becky Dower, PE, QSD/P
[email protected]
707.583.8536
Authorized Signature
Dan Schaefer, PE, LEED AP,
QSD, Assoc. DBIA
Principal-in-Charge
1646 N California Blvd # 400,
Walnut Creek, CA 94596
925.396.7750
Statements
Authorized Signature, Dan
Schaefer is duly authorized to
submit this proposal and has
the full authority to bind BKF
Engineers to the terms of the
proposal. This proposal shall
be considered a firm offer
and shall remain valid for a
minimum period of thirty (30)
days following the proposal
submittal date.

Addendum Acknowledgment
» Addendum No. 1 dated
March 3, 2026
» Addendum No. 2 dated
March 11, 2026

• PLANNING • ENGINEERING • CONSTRUCTION MANAGEMENT • SURVEYING 2 Our team will look to replicate prior project successes while introducing a few new techniques to improve our project delivery. As we have done in the past, we prioritize understanding the project goals and limitations, documenting and reviewing the existing conditions and constraints carefully, and focusing on constructibility and affordability of our designs.

This all starts with thorough mapping and a boots-on-the-ground approach to assessing the project corridors while leveraging the institutional knowledge held by City staff. We follow our in-field assessment and brainstorming with a detailed and complete 30% design package aimed at capturing and identifying challenges, options, and recommendations early in the design process. You will see in our proposed Project Schedule that we find value in investing time in this early milestone to set the stage for limited changes and surprises later in the design process.

We plan on hosting in-person “page-turn review” meetings to flip through our milestone deliverables and discuss design intent, decision points, and receive and document comments and feedback from City staff. We have found that this approach facilitates collaboration, active problem solving, and expedites the amount of time needed for submittal review and comment resolution. This is particularly beneficial for projects, like this one, that have an accelerated timeline that needs to be met.

We have previously reviewed and executed the City of Ukiah Agreement for Professional Consulting Services and while we can accept the Agreement, we would like to present a few edits for your consideration in Section 7. This proposal is a firm offer that is valid for thirty (30) days following today’s date. As Vice President, Dan is able to legally bind the firm to the terms of the Agreement.

On behalf of BKF Engineers and our subconsultant partners, we appreciate the opportunity to submit this proposal and are enthusiastic about continuing our partnership with the City of Ukiah on projects that deliver meaningful, lasting benefits to the community. Please feel free to reach out to us to discuss our approach, the project opportunities, or to request additional information.

Sincerely,
BKF Engineers

COLLECTIVE SUCCESS
Dan Schaefer, PE, LEED AP, QSD, Assoc. DBIA
Principal-in-Charge/Vice President

OUR APPROACH
Becky Dower, PE, QSD/P
Project Manager

City of Ukiah, Central Ukiah Circulation Improvement Project | 3 2 SECTION 2.

Project Approach and Schedule
It is our understanding that the City of Ukiah, using both grant and local-match funds, intends to transform a key part of Ukiah’s central core to support safer transit for all modes of transportation. Project improvements include a focus on pedestrian and cyclist safety enhancements, including bike lanes, ADA-compliant sidewalks and curb ramps, as well as pedestrian safety features at a high-volume crossing within a school zone. The project will also replace aging and failing utility infrastructure to provide a more resilient water, sewer, and storm drain system.

Improvements along East Clay Street will be critical for upgrading this underdeveloped corridor into a key east-west collector to link downtown Ukiah to the new Courthouse, the Grace Hudson Museum, the rail trail, and surrounding civic and residential areas. The width of the East Clay Street corridor varies from about 45-feet to 55-feet in width and has an undefined curb line or limit of public improvements. In general, the improvements to East Clay Street will include the following:
» Sidewalk gap closure (approximate 1, 200 linear feet) and curb ramp construction along length of East Clay Street between South Main Street and the Rail Trail.
» Dedicated Class II bike lanes to connect users on East Clay Street to the City’s rail trail » Street lighting along the length of Clay Street
» Replacement of approximately 600 linear feet the existing 8-in water main with new 8-in water main and replacement of the water service lines between the main and the individual meters » Replacement of approximately 600 linear feet of existing 8-in sewer main with new 6-in sewer main and replacement of the sewer service laterals between the main and the existing clean-outs or location for new clean-outs. » Landscape design for roadway bioretention areas and a new center median for tree planting » Extension of paved roadway and reconstruction or rehabilitation of the existing paved surface » Tree removal along south side of street
The BKF Team supported the City
with mapping and design services
for the rehabilitation of East Perkins
Street to the north, Gobbi Street to
the south, and provided design for
the new Ukiah Courthouse building,
including the development of the
drawings for the construction of the
new Courthouse Drive and East Clay
Street extension. No other team is
as familiar with the project site and
connecting streets as BKF is!

PROPOSED APPROACH AND PROCEDURES

City of Ukiah, Central Ukiah Circulation Improvement Project | 4 The graphic above illustrates our understanding of the limits and layout of the new improvements along East Clay Street.

Similar to East Clay Street, Leslie Street needs new and replacement sidewalk, accessible curb ramps, utility system upgrades and pavement rehabilitation. This roadway will also require additional pedestrian safety enhancements to address the highvolume of bicycle and pedestrian traffic through this residential street and fronting the River Oak Charter School. Leslie Street does have a well-defined curb-to-curb width of approximately 45-feet, which can accommodate a Class II bike facility. The scope of improvements targeted for Leslie Street includes:
» Sidewalk gap closure and replacement of existing failing sidewalk (approximate 4,800 linear feet) and curb ramp construction along length of Leslie Street between Gobbi Street and Perkins Street » Dedicated Class II bike lanes and signage to connect users on Leslie Street and those from Gobbi Street and Perkins Street to the City’s rail trail
» Pedestrian safety enhancements adjacent to the school, including bulb-outs, a raised crosswalk with Rectangular Rapid Flashing Beacons (RRFBs), lane width reductions and other potential traffic calming features. » Replacement of approximately 800 linear feet the existing x-in water main with new 8-in water main and replacement of the water service lines between the main and the individual meters » New storm drain infrastructure improvements to address nuisance ponding » Reconstruction or rehabilitation of the existing paved surface SECTION 2. PROJECT APPROACH AND SCHEDULE
Image Above: Conceptual East Clay Street Improvements
Image Above: Conceptual East Clay Street/Leslie Street Intersection Improvements

City of Ukiah, Central Ukiah Circulation Improvement Project | 5 We have identified the following key project challenges and constraints below, as well as our approach to overcoming these obstacles:

Accessible Curb Ramp Design: BKF will identify a proposed new configuration for each of the seven (7) new curb ramps to be replaced. At this time, we are expecting that many of the ramps to be replaced will not be able to be constructed in accordance with the City of Ukiah’s standard Curb Ramp detail, due to apparent limitation is available right of way. Use of the Caltrans Standard Modified Case C Ramp will be investigated as a potential ramp option for locations with limited right-of-way. Our review of the project site and available right of way mapping have led us to understand that the pedestrian curb ramp improvements along Leslie Street will require creative layout solutions in order to minimize impacts to utilities while providing ramps that meet current ADA requirements. BKF will leverage our on-staff ADA Certified Access Specialist (CASp) for support, as needed, when dealing with challenging ramps such as these. Ramps and crossing improvements will be designed to maintain a consistent “look and feel” to the improvements that we designed on both Gobbi Street and Perkins Street.

Driveway Approaches: Providing an accessible path of travel across or around the driveways along Leslie Street can be approached in a couple of different ways, one option involves keeping the pedestrian path of travel straight an ramping down the sidewalk at each driveway, then performing driveway conform work behind back of walk via Temporary Construction Easements. Alternatively, a more standard walk-behind sidewalk approach can be employed, where pedestrians remain at sidewalk grade and walk behind the sloping driveway. With this approach, however, the City may need to acquire additional right of way or permanent easements for the purposes of utilizing those areas for public use. Our team has experience supporting our municipal clients through both of these approaches.

Accessibility Around Existing Poles: A number of locations along Leslie Street, as well as some potential sidewalk locations along East Clay Street, involve overhead utility poles within areas of desired sidewalk. Without undergrounding or relocating these poles which is costly for both time and funds, creative approaches to sidewalk alignment will need to be explored, including mini bulb-outs in select areas. The Public Right-of-Way Accessibility Guidelines (PROWAG) Manual allows for exceptions to the minimum clear width of public sidewalk, down to 36-inches, in instances where an existing obstruction cannot be reasonably modified or moved to accommodate a standard 48-in clear width. We would look to leverage this exception, where approved by the City, to help keep project costs under control and minimize impacts to the schedule.

Maintained Utility Use during Construction: It is our experience that many City streets do not have available underground real estate to allow for construction of a new parallel sewer system while keeping the existing system in place and functional during construction. Our work on the Gobbi Street utility replacement project involved preparation of stage construction plans that identified an order of work and available corridors for construction of the various utilities during different phases of work. We would look to replicate that successful approach here as well. If upon review of the existing utility conditions we determine that the best or only alignment for the new mains coincide with the location of the existing mains, we can support with City by preparing specifications for a by-pass pumping system to be installed and operated by the Contractor. We have recent experience with developing specifications for sewer by-pass pumping, which can be utilized when portions of the existing system need to be removed to facilitate construction of the new system.

Pavement Rehabilitation: According to the City of Ukiah Pavement Condition Index (PCI) map, both East Clay Street and Leslie Street are in Category IV – Failed condition, as indicated by the red color on the map. With PCIs ranging from 1 to 8, both roads are showing signs of heavy base failure, fatigued, and an extensive network of cracking. It appears as those poor surface drainage management may be contributing to the pavement failure on both streets.

Geotechnical boring information and traffic index data will be used to inform the design of a pavement rehabilitation approach. Pavement techniques we will explore may include a grind and overlay, full-depth reclamation, pavement section re-establishment, and potential for dig-outs or trench re-compaction efforts at limited locations. BKF will present the pavement rehabilitation options to the City and will work with City staff to identify the preferred rehabilitation techniques in order to achieve the intended result while offering opportunities for cost savings by incorporating less intensive restoration where suitable.

SECTION 2. PROJECT APPROACH AND SCHEDULE

City of Ukiah, Central Ukiah Circulation Improvement Project | 6 Pedestrian Crossing Enhancements: BKF will coordinate layout and prepare design for a new, enhanced pedestrian crossing near the charter school on Leslie Street, similar to the mid-block crossing we designed for Gobbi Street. To enhance pedestrian and cyclist safety, BKF would like to investigate striping and signage improvements that can be employed to increase visibility and awareness of the pedestrian crossings, such as high-contract markings, a speed table, and flashing beacons on signage.

Low Impact Development (LID): Based on our review of the project site, we believe that the new improvements will trigger compliance with the State Water Resources Control Board (SWRCB) Phase 1 MS4 permit. The City of Ukiah, like many jurisdictions, has elected to follow the guidance spelled out in the City of Santa Rosa Low Impact Development Technical Design Manual (LID Manual) to illustrate compliance with the MS4 permit. BKF is very familiar with the LID Manual – we quite literally helped to write the book! Our own staff in our Santa Rosa office were contributing authors for the LID Manual! We are familiar with incorporating LID features into existing roadway corridors and understand the significant cost impact and construction impact these features can have it not appropriately planned for.

Alternative Approaches to Open Trenching: Depending on the condition of the existing water sewer mains and the concerns that the City may have regarding their age and capacity, a trenchless remediation of the existing mains, such as slip lining, may be applicable to the project. Slip lining utilizes the existing pipe as a carrier pipe for the installation of a liner, typically made of HDPE. This liner provides a barrier between the fluid and the carrier pipe, addressing many concerns associated with aging infrastructure. While this is a cost-effective and schedule-efficient approach for remediating the effects of older infrastructure, this approach may also impact the maximum flow capacity of the carrier pipe. BKF would like the opportunity to further understand the specific concerns and need and explore this, and other alternative approaches to save on both cost and time.

SECTION 2. PROJECT APPROACH AND SCHEDULE

City of Ukiah, Central Ukiah Circulation Improvement Project | 7 SECTION 2. PROJECT APPROACH AND SCHEDULE
TASK 1: PROJECT MANAGEMENT
Project Management: BKF will provide general project management and consultant oversight services including defining and tracking tasks, status updates, general coordination, and preparation of a detailed schedule showing planned milestones and deliverables to be achieved for completion of the project. BKF will also track the budget and issue monthly invoices and updates to the schedule, as needed.

Project Kick-Off Meeting: BKF will host a project kick-off meeting with the City, sub-consultants, and additional stakeholders (as needed) to review project goals, reaffirm scope and timeline, and identify communication protocols and information needs. BKF will prepare an agenda for this meeting and circulate meeting notes following the discussion.

Routine Status Update Meetings: BKF will schedule regular progress meetings (assumed to be once monthly) to discuss the status of the Project, upcoming efforts, issues, coordination items, and other relevant information. Agendas, action logs, updated project schedules, and meeting minutes will be prepared and distributed. We will also maintain frequent and timely communication with City staff throughout the duration of the Project.

Quality Assurance/Quality Control (QA/QC): BKF will perform quality control checks for each submittal in accordance with BKF’s Quality Manual prior to submitting to City. BKF’s Quality Control Manager will review both in-house and sub-consultant work at each phase of the Project to ensure quality and contract compliance. All plan review comments will be documented and formally responded to in the form of a comment response letter and/or comment response markups. A copy of BKF’s full Quality Manual can be provided upon request.

Deliverables:
» Baseline Schedule and Schedule Updates
» Invoices
» Progress Report
» Meeting Agendas and Minutes
» Plan Review Response Documents
TASK 2: DATA COLLECTION
Record Data Collection and Field Review: BKF will research and collect available records from the City, Mendocino County, and the public utilities to obtain property lines, utility data, and geotechnical and traffic information. BKF will take notes of any potential public/private conflicts within rights-of-way. While BKF understands it is the City’s intent to construct the Project within existing public rights-of-way, should a conflict occur, BKF will identify locations of needed easements.

Public Utilities Coordination: Older streets often have shallow utilities which may conflict with full depth replacement paving or other designs implemented with this project. Additionally, in order to prolong the finished streets lifespan, it is important to coordinate any planned utility projects prior to final paving. BKF will communicate with Comcast, AT&T, and the City of Ukiah Public Works Utilities Division to understand and map the location of the existing and future utilities and to coordinate relocations and potential upgrades to their facilities, if needed.

Topographic and Boundary Survey: BKF’s field crews will collect field topographic survey data at typical cross sections and critical locations and higher density topographic spot data where bulb-outs or curb ramps are anticipated. The topographic survey will be comprised of identified visible site features such as visible utility infrastructure, landscape, hardscape, walls, fences, signs, lights, survey monuments, striping and edge of pavement, and trees 6-inches and larger in diameter. We will obtain a succession of spot elevations to define the general terrain of the project location to produce mapping at a 1-foot contour interval.

The topographic mapping approach described herein will generate a base map. The horizontal and vertical control will be based on the North American Datum of 1983 (NAD83) and the North American Vertical Datum of 1988 (NAVD88), respectively. The base maps will include topographic and utility information encountered during the course of the survey and as provided by the City and utility surveyors.

SCOPE OF SERVICES

City of Ukiah, Central Ukiah Circulation Improvement Project | 8 BKF will locate all known and encountered survey monuments within the area of contemplated improvements, so they can be accounted for in the design documents, and include specifications for preservation and/or perpetuation as required by state law.

Should right of way or easement acquisitions be required, BKF will prepare legal descriptions and plat to accompany the offers made to private property owners. Additionally, we anticipate the need for several Temporary Construction Easements for Right to Enter Agreements to facilitate driveway approach improvements. BKF will support this effort for an assumed twelve locations.

Geotechnical Investigation: A site investigation and report prepared by a Geotechnical Engineer is highly recommended for paving rehabilitation projects with complex existing conditions and several potential solutions. BKF, through our subconsultant, RGH, will prepare geotechnical report that will support project designs. To complete this exploration, we will leverage our past work in the area and the resulting knowledge of Ukiah’s unique geologic framework to minimize the level of effort in completing the following investigative tasks:
» Review local geologic reports, maps, and information in RGH and public databases to determine anticipated site geology. » Install one shallow boring every approximately 300 linear feet of roadway to describe site soils, gauge soil density, and collect samples for analysis of engineering properties. Our professional staff will work with project designers to develop the appropriate testing program for the conditions and project needs. Testing parameters will include R-values and compaction curves to support pavement design and later testing and inspections during construction. » Perform laboratory analyses to determine properties critical to the successful completion of the project.

As part of our planning for this field exploration, we will work with the City of Ukiah to obtain encroachment permits and determine traffic control plans as required. Following completion of this field scope, RGH will summarize our findings a report that will include an evaluation of geohazards and geotechnical considerations, coordinating closely with the project design team to ensure that we provide advice that best meets the needs of the project.

Deliverables:
» Base Map including Topography, Boundary, and Utility Information » Geotechnical Investigation Report
TASK 3: 30% DESIGN
Under this task, BKF will develop a 30% design package. We are familiar with the City of Ukiah’s Standard Plans and Notes and anticipate that these standards will be used as the basis for our design. BKF will coordinate with the City and verify that the proposed plan conforms to existing conditions, boundary, and site constraints.

BKF will verify, based on the available record information, if there are any identifiable conflicts between proposed and existing improvements or any conflicts with the existing Right-of-Way limits. This task will also include time for a preliminary hydraulic and hydrology analysis to size the new sections of storm drain. At this stage, we will also assess preliminary sizing of the Low Impact Development (LID) features, based on the amount of new or replaced impervious surface. We will document limits of the street lighting, water, and sewer utility improvements as well as locations and limits for sidewalk infill, curb ramps, and roadway reconstruction/rehabilitation.

To develop the 30% design package, BKF will prepare design development and coordination documents to provide ideas and solicit feedback from the City. These documents may include brief written memos describing pavement rehabilitation approaches, preliminary cost estimates, and conceptual layout exhibits.

Drawings: We will prepare the following drawings:
» Civil Cover Sheet
» Typical Roadway Sections
» Improvement Layout Plan
» Curb Ramp Grading Details
» Utility Plan
» Paving Plan
» Striping Plan
» Planting and Irrigation Plan
SECTION 2. PROJECT APPROACH AND SCHEDULE

City of Ukiah, Central Ukiah Circulation Improvement Project | 9 Calculations and Estimate: We will prepare the following supporting documents:
» Preliminary LID sizing calculations
» Preliminary engineer’s estimate of probable construction costs Deliverables:
» Preliminary (30%) Design Drawings
» Preliminary (30%) Engineer’s Estimate of Probable Construction Costs TASK 4: 60% DESIGN
Due to the nature of these improvements, we feel it would be important to schedule a site visit with City staff to “ground truth” the improvements illustrated on the 30% design drawings. Following the site visit, BKF will continue to coordinate with the City and our subconsultant to expand our design packages, including the development of utility replacement and street lighting, pavement design calculations, striping and signage improvements, and the preparation of a preliminary Storm Water Low Impact Development Submittal (SWLIDS) in accordance with the City of Santa Rosa LID Technical Design Memorandum.

Drawings: We will prepare the following drawings:
» Civil Cover Sheet
» Notes & Legend
» Typical Roadway Sections
» Improvement Layout Plan
» Demolition Plan
» Grading Plan
» Curb Ramp Grading Details
» Utility Plan
» Lighting Plan
» Paving Plan
» Striping and Signage Plan
» Planting Plan
» Irrigation Plan
» Sedimentation and Erosion Control Plan
» Construction Details
Calculations, Specifications, and Estimate: We will prepare the following supporting documents:
» Pavement design calculations
» Preliminary SWLIDS calculations and report
» MWELO and Cal-GREEN design calculations
» Engineer’s estimate of probable construction costs
» Technical specifications
Deliverables:
» Draft (60%) Design Drawings
» Draft (60%) Technical Specifications
» Draft (60%) Engineer’s Estimate of Probable Construction Costs » Draft (60%) Pavement Design Calculations
» Preliminary SWLIDS
SECTION 2. PROJECT APPROACH AND SCHEDULE

City of Ukiah, Central Ukiah Circulation Improvement Project | 10 SECTION 2. PROJECT APPROACH AND SCHEDULE
TASK 5: 90% DESIGN
Based on the comments received on the 60% design submittal, BKF will advance the design of the paving, hardscape, signal, and utility improvements. During this task, we will layer in additional detail to the design and continue in-depth coordination with the City. It is assumed that the City will develop the Construction Agreement and will identify the forms required as part of the bid and contract process. In addition to the drawings, final calculations, an engineer’s estimate of probable construction costs, and technical specifications will be prepared and provided.

Deliverables:
» Preliminary (90%) Design Drawings
» Preliminary (90%) Technical Specifications
» Preliminary (90%) Pavement Design Calculations
» Preliminary (90%) Engineer’s Estimate of Probable Construction Costs TASK 6: FINAL PS&E
It is our understanding these documents will be used by the City to perform the bidding process, as such the documents will be detailed to the level required by the Contractor to bid and construct. BKF will finalize the plans, specifications, and engineer’s estimate of probable construction costs (collectively known as PS&E) based on final review comments from the City.

Deliverables:
» Final Signed/Sealed Drawings for Construction
» Final Signed/Sealed Technical Specifications
» Final Signed/Sealed Engineer’s Estimate of Probable Construction Costs » Digital (PDF and AutoCAD) Copies of the Drawings for Construction » Digital (PDF) Copy of the Technical Specifications
» Digital (Excel) Copy of the Engineer’s Estimate
» Final SWLIDS
TASK 7: SWPPP (Optional Task)
BKF will provide Qualified SWPPP Developer (QSD) services in compliance with the Construction General Permit Order 2009- 0009-DWQ as amended by Order 2022-0057-DWQ, administered by the State Water Resources Control Board (SWRCB). We will provide support services to the Owner’s Legally Responsible Person (LRP) to submit Permit Registration Documents (PRDs) to the State’s online Storm Water Multiple Application and Report Tracking System (SMARTS) program website. It is assumed that the Contractor will provide QSP and OSD services for the Project including implementation of the SWPPP document.

TASK 8: MONUMENT PRESERVATION AND RE-ESTABLISHMENT
It is understood that existing monuments marking the centerline of Leslie Street and Clay Street and monuments marking some of the side lines of individual properties fronting these streets exist within the project limits exist, and that permanent monuments must be reset in order to perpetuate the position of destroyed monuments in accordance with Section 8771 of the California Land Surveyor’s Act.

BKF will utilize boundary information provided as part of our scope of services and will submit a Record of Survey to the Mendocino County Surveyor’s Office in accordance with Section 8762 of the California Land Surveyor’s Act. Said Record of Survey will document retracement of the Leslie Street and Clay Street rights of ways as well as document resetting not more than six (6) centerline monuments and not more than three (3) side line monuments post construction. BKF will be responsible for re-setting side line monuments destroyed during the course of construction, however, BKF will not be responsible for construction of centerline monuments. BKF will be responsible for stamping centerline monuments following monument construction by others. It is understood that lane closures may be needed during the course of centerline monument referencing, construction and stamping, and the cost of lane closure and centerline monument construction is not included in this contract.

City of Ukiah, Central Ukiah Circulation Improvement Project | 11

OPTIONAL SCOPE OF SERVICES
OPTIONAL TASK 1: UNDERGROUND UTILITY LOCATING SERVICES
If requested, BKF will provide underground utility detection services in the same area of the proposed topographic survey.

BKF will perform utility investigation services using industry-acceptable methods to determine the approximate horizontal position and count of existing utilities on the subject site (except irrigation, typically). BKF’s field crews will use a combination of water-based paint or marking chalk or pin flags (in the appropriate APWA color) to mark the results of our investigation on the ground surface. BKF will compare available utility record information (supplied by City) with the results of field investigation services to consolidate field evidence and record documentation. Utilities not identifiable by BKF’s field crews due to lack of utility record information or above-ground appurtenances will be marked with pink paint on the ground surface and annotated as “Unknown” on the project deliverables. Once the utilities have been marked, BKF will survey the locations of the utilities and add them to the base drawing. BKF will utilize the project’s horizontal and vertical coordinate system so as to keep the utility data on the same coordinate system as the surveying files. BKF will make a reasonable effort to locate and map underground utilities, however, given the current technological limitations of the locating equipment, a guarantee as to all utilities cannot be made.

OPTIONAL TASK 2: BID AND CONSTRUCTION PHASE SUPPORT SERVICES BKF can provide bid and construction phase support services. Scope and fee can be provided upon request and would be executed as an amendment to the Professional Services Agreement.

Bid Support Services: BKF can assist the City during the construction bid solicitation process on an as-needed basis. Bid support services can include the following:
a. Responding to Requests for Information (RFIs) during the bid process b. Assisting the City with issuing bid addendum packages c. Summarizing and tabulating received bids
Construction Support Services: BKF can allocate time to support the Contractor and Design Team during the construction phase of the Project. Anticipated services include written responses to RFIs, review of submittals, and drawing revisions as needed. Preparation of record drawings based on the Contractor’s as-builts can also be provided as part of this service.

Construction Meetings: BKF can attend site meetings with the Contractor during the construction process. Anticipated meetings include the following:
a. Pre-construction meeting
b. Three (3) interim site visits
c. Final punch-list walk
d. Additional meetings as determined necessary by the City SECTION 2. PROJECT APPROACH AND SCHEDULE

SECTION 2. PROJECT APPROACH AND SCHEDULE
City of Ukiah, Central Ukiah Circulation Improvement Project | 12 ID Task
Mode
Task Name Duration Start Finish
1 Project Management 165 days Mon 4/6/26 Fri 11/20/26
2 Project Kick-Off Meeting 1 day Mon 4/6/26 Mon 4/6/26
3 Project Management 165 days Mon 4/6/26 Fri 11/20/26
4 Data Collection 40 days Mon 4/6/26 Fri 5/29/26
5 Record Data Collection and Field Review 6 wks Mon 4/6/26 Fri 5/15/26 6 Public Utilities Coordination 4 wks Mon 4/6/26 Fri 5/1/26 7 Topographic and Boundary Survey 6 wks Mon 4/6/26 Fri 5/15/26 8 Geotechnical Investigation 6 wks Mon 4/20/26 Fri 5/29/26 9 30% Design 46 days Mon 4/27/26 Mon 6/29/26
10 Design Drawings/Coordination 6 wks Mon 4/27/26 Fri 6/5/26 11 Calculations 2 wks Mon 5/25/26 Fri 6/5/26
12 Estimate 2 wks Mon 5/25/26 Fri 6/5/26
13 30% QA/QC Review 1 wk Mon 6/8/26 Fri 6/12/26
14 30% Design Package to City 0 days Fri 6/12/26 Fri 6/12/26 15 City Review of 30% Design Package 2 wks Mon 6/15/26 Fri 6/26/26 16 Page-Turn Review Meeting 1 day Mon 6/29/26 Mon 6/29/26 17 60% Design 45 days Mon 6/29/26 Fri 8/28/26
18 Design Check Site Walk 1 day Mon 6/29/26 Mon 6/29/26 19 Design Drawings/Coordination 5 wks Mon 6/29/26 Fri 7/31/26 20 Calculations 2 wks Mon 7/20/26 Fri 7/31/26
21 Specifications and Estimate 2 wks Mon 7/20/26 Fri 7/31/26 22 60% QA/QC Review 2 wks Mon 8/3/26 Fri 8/14/26
23 60% Design Package to City 0 days Fri 8/14/26 Fri 8/14/26 24 City Review of 60% Design Package 2 wks Mon 8/17/26 Fri 8/28/26 25 Page-Turn Review Meeting 1 day Fri 8/28/26 Fri 8/28/26 26 90% Design 45 days Mon 8/31/26 Fri 10/30/26
27 Design Drawings/Coordination 5 wks Mon 8/31/26 Fri 10/2/26 28 Calculations 2 wks Mon 9/21/26 Fri 10/2/26
29 Specifications and Estimate 2 wks Mon 9/21/26 Fri 10/2/26 30 90% QA/QC Review 2 wks Mon 10/5/26 Fri 10/16/26
31 90% Design Package to City 0 days Fri 10/16/26 Fri 10/16/26 32 City Review of 90% Design Package 2 wks Mon 10/19/26 Fri 10/30/26 33 Page-Turn Review Meeting 1 day Fri 10/30/26 Fri 10/30/26 34 SWPPP 15 days Mon 11/2/26 Fri 11/20/26
35 SWPPP and PRD Preparation 3 wks Mon 11/2/26 Fri 11/20/26 36 Final PS&E 15 days Mon 11/2/26 Fri 11/20/26
37 Design Drawings/Coordination 2 wks Mon 11/2/26 Fri 11/13/26 38 Calculations 2 wks Mon 11/2/26 Fri 11/13/26
39 Specifications and Estimate 2 wks Mon 11/2/26 Fri 11/13/26 40 Final QA/QC Review 1 wk Mon 11/16/26 Fri 11/20/26
41 Final Design Package to City for Bidding 0 days Fri 11/20/26 Fri 11/20/26 Project Management
Project Kick-Off Meeting
Project Management
Data Collection
Record Data Collection and Field Review
Public Utilities Coordination
Topographic and Boundary Survey
Geotechnical Investigation
30% Design
Design Drawings/Coordination
Calculations
Estimate
30% QA/QC Review
6/12
30% Design Package to City
City Review of 30% Design Package
Page-Turn Review Meeting
60% Design
Design Check Site Walk
Design Drawings/Coordination
Calculations
Specifications and Estimate
60% QA/QC Review
8/14
60% Design Package to City
City Review of 60% Design Package
Page-Turn Review Meeting
90% Design
Design Drawings/Coordination
Calculations
Specifications and Estimate
90% QA/QC Review
10/16
90% Design Package to City
City Review of 90% Design Package
Page-Turn Review Meeting
SWPPP
SWPPP and PRD Preparation
Final PS&E
Design Drawings/Coordination
Calculations
Specifications and Estimate
Final QA/QC Review
11/20
Final Design Package to City for Bidding
3/29 4/5 4/12 4/19 4/26 5/3 5/10 5/17 5/24 5/31 6/7 6/14 6/21 6/28 7/5 7/12 7/19 7/26 8/2 8/9 8/16 8/23 8/30 9/6 9/13 9/20 9/27 10/4 10/11 10/18 10/25 11/1 11/8 11/15 11/22 11/29 12/6 April May June July August September October November December Central Ukiah Circulation Improvements
BKF No. 26000176
Peliminary Project Schedule

A detailed project schedule of all phases of the project has been prepared. We understand the desire to have bid-ready documents by the Fall of 2026, setting the stage for project construction in early 2027. As you will see on our graphical schedule, complete the PS&E package for bidding can be accommodated within this timeframe.

SCHEDULE

City of Ukiah, Central Ukiah Circulation Improvement Project | 13 3 SECTION 3.

Project Team
20 Office Locations
across the Western United States
» Santa Rosa
» San Rafael
» Walnut Creek
» Oakland
» San Francisco
» Pleasanton
» Redwood City
» San Jose
» Sacramento
» Roseville
» Modesto
» Salinas
» Santa Barbara
» San Luis Obispo
» Buellton
» Thousand Oaks
» Newport Beach
» Riverside
» San Diego
» Portland
» Planning, Grants, and
Funding Strategy
» Local Government Capital Projects
» Local Roadways / State Highways
» Pavement Rehabilitation
and Preservation
» ADA / PROWAG Accessibility
Improvements
» Complete Streets /
Active Transportation
» Roundabouts and Intersection Safety
» Rail and Grade Separations
» Traffic Signals and Lighting
» Right-of-Way Engineering
and Support
» Local Assistance / E-76 /
Funding Authorization
» Caltrans Facilitation Services
& Permit Support
» PEER and Design Exception
Preparation
» PID, PA&ED, PS&E Services

FIRM PROFILE
Our transportation business sector is focused on connecting communities— designing and delivering infrastructure that supports safe, efficient, and equitable movement for people and goods. This includes roadways, highways, trails, seaports, airports, and rail systems used by passenger vehicles, buses, trucks, motorcycles, bicycles, pedestrians, boats, trains, and airplanes.

Our team supports transportation projects of all sizes and types, from neighborhood improvements and safety enhancements to regional corridor upgrades and multijurisdictional infrastructure programs. We deliver planning, design, environmental, and construction-phase services across a full range of public infrastructure.

We bring extensive experience navigating complex regulatory, environmental, and funding landscapes—including projects that involve Caltrans, the Federal Highway Administration (FHWA), Federal Rail Administration (FRA), CPUC, Union Pacific Railroad (UPRR), and the California Transportation Commission. Our engineers regularly coordinate with these and other agencies on permitting, approvals, and funding authorizations to move projects forward.

When improvements are required within the State right-of-way or when federal funding is involved, BKF is a trusted advisor. Our engineers understand the expectations and procedures of Caltrans’ functional units—including Local Assistance, Permits, Project Management, Environmental, Design, and Right-of-Way. Our experience spans all phases of delivery: from planning and PID, to environmental (PA/ED), design (PS&E), and construction support.
785+

EMPLOYEES

FOUNDED IN
1915
260

PROFESSIONAL

ENGINEERS AND

SURVEYORS
BKF is a leading civil engineering and surveying firm
serving the western United States since 1915.

SERVICES

QUALIFICATIONS AND EXPERIENCE OF THE FIRM

City of Ukiah, Central Ukiah Circulation Improvement Project | 14 SECTION 3. PROJECT TEAM

INNOVATIVE OR ADVANCED TECHNIQUES

FINANCIAL RESPONSIBILITY
BKF has more than 110 years of operation with a disciplined and financially conservative approach, and we remain in strong financial condition. Our financial statements are prepared in accordance with generally accepted accounting principles (GAAP) and are subject to regular review. We have been audited by multiple public agencies over the years and have consistently been found to be in full compliance.

In addition, our financial statements are audited annually by our independent certified public accounting firm, Baker Tilly, which provides an objective evaluation of our financial reporting and internal control environment.

BKF maintains a $10 million line of credit to support working capital needs and ensure operational flexibility as needed.

The facility is currently available and not drawn upon, reflecting our strong liquidity position. This additional financial capacity, combined with our strong balance sheet and consistent cash flows, positions us to execute projects of this size and complexity with confidence. There are no financial conditions or constraints that would impede or threaten BKF’s ability to enter into this contract or successfully complete the proposed project.

BKF demonstrates a strong capability to develop and apply innovative and advanced techniques by proactively addressing complex technical, regulatory, and constructability challenges common to urban multimodal projects. Our approach emphasizes early, data‑driven decision‑making through detailed field verification, utility conflict analysis, and context‑sensitive design to identify risks and opportunities before they affect schedule or cost. We routinely implement advanced ADA and PROWAG‑compliant solutions, flexible roadway reconfiguration strategies, and low‑impact development techniques tailored to constrained rights‑of‑way and diverse user needs. BKF further enhances project delivery through collaborative design workshops, iterative milestone reviews, and disciplined QA/QC processes that allow innovative concepts to be vetted, refined, and implemented with confidence. This combination of technical expertise, adaptive problem‑solving, and proven delivery methods enables BKF to advance project goals efficiently while minimizing risk and maximizing long‑term value for the agency.

BEFORE AND AFTER: Seven Hills Santa Maria bus stop improvements demonstrating BKF’s context‑sensitive design approach, transforming an underutilized stop into a safer, more accessible, and comfortable transit facility through enhanced ADA access, improved passenger amenities, and better integration with the surrounding streetscape.

City of Ukiah, Central Ukiah Circulation Improvement Project | 15 SECTION 3. PROJECT TEAM

W-TRANS (DBE)
Role: Lighting Lead
W-Trans has established and maintained a strong design practice since the founding of the company in 1995. While the early years focused primarily on vehicle-oriented design services such as traffic signal and signing and striping plans, our design services have evolved with the transportation engineering industry and W-Trans has played a crucial role in advocating for, and designing, new state-of-the practice facilities for pedestrians and bicyclists such as enhanced pedestrian crossings and protected and buffered bike lanes. W-Trans is proud to have designed the first High-Intensity Activated Crosswalk (HAWK) Beacon in Sonoma County on Montgomery Drive adjacent to the Spring Lake Village senior living community in the City of Santa Rosa.

INTEGRA PLANNING + LANDSCAPE ARCHITECTURE (DBE)
Role: Landscape Lead
INTEGRA Planning + Landscape Architecture (INTEGRA+) creates innovative, functional,and sustainable outdoor spaces for homeowners, developers, businesses, institutions, and municipalities in California, Nevada, North Dakota, Oregon and beyond. As planners and landscape architects, their utmost important characteristic is THOUGHTFULNESS. Their clients are the most important part of the process, from conceptual ideas to scheduling and budgeting, and their creative, innovative designs represent the thoughtful integration of client goals with opportunities and site-specific constraints. They operate with their client in mind first and approach every project with short-term urgency and long-term success. INTEGRA+ was founded in 2018 as an S-Corporation in California and is jointly owned by Principals Ric Hendricks and Michael Cook.

RGH CONSULTANTS, INC.

Role: Geotechnical Lead
RGH Consultants (RGH) has joined Geo-Logic Associates (GLA), an employee-owned, multidisciplinary environmental, civil and geotechnical engineering consulting firm, now with more than 400 employees located in 30 offices across the United States and abroad. RGH’s Principals, Eric Chase, Jared Pratt, and Travis Whitted, will maintain leadership of the Santa Rosa, Napa, and Lakeport offices, and as a wholly owned subsidiary of GLA, will continue to serve our clients in Northern California and beyond. RGH locally has 36 employees with expertise in geotechnical engineering, engineering geology, and construction observation and testing; consisting of eight engineers, seven geologists, ten field engineers/technicians, four laboratory technicians, and six administrative. Of this staff, there are four licensed civil engineers (PE), two of which are licensed geotechnical engineers (GE), and four licensed geologists (PG), three of which are also certified engineering geologists (CEG). This diversified and extensive staff provides RGH with the personnel to tackle public works projects including design level geotechnical studies, geotechnical peer reviews, construction observation and testing, special inspections, and materials testing. RGH has successfully provided these types of services for local municipalities including the cities of Ukiah, Cloverdale, Healdsburg, Santa Rosa, Rohnert Park, and Petaluma.

The BKF project team includes select subconsultants: W-TRANS, INTEGRA, and RGH Consultants to ensure the right expertise is on the team, whether in-house or through trusted partners. We treat our subconsultants as integral team members, fostering strong working relationships and open collaboration throughout each project. Clients consistently note how seamlessly our teams work together. To manage the team effectively, the Project Manager will implement the following strategies:
» Bi-weekly coordination check-ins to confirm progress, address issues early, and maintain alignment across all disciplines » A comprehensive, clearly defined project schedule outlining roles, deliverables, and key milestones to ensure accountability and on-time performance
» A single point of contact responsible for communication, coordination, and decision-making, providing clarity and consistency for both the client and project team

SUBCONSULTANT QUALIFICATIONS

City of Ukiah, Central Ukiah Circulation Improvement Project | 16 SECTION 3. PROJECT TEAM

PRINCIPAL-IN-CHARGE
Dan Schaefer, PE, LEED AP, QSD,
Associate DBIA

PROJECT SUPPORT TEAM

PROJECT MANAGER
Becky Dower, PE

LIGHTING LEAD
Allison Moser, PE

LANDSCAPE LEAD
Michael Cook, PLA, ASLA, CPRS, CLIA

LAND SURVEY LEAD
Jason Kirchmann, PLS, PE, QSD/P

SENIOR PROJECT ENGINEER
Bryan LoCoco, PE

TRAFFIC ENGINEERING LEAD
Steven Dauterman, PE, TE, PTOE, RSP1

GEOTECHNICAL LEAD
Eric Chase, PE, GE
LEGEND
BKF

W-TRANS

INTEGRA
RGH
KEY

TEAM ORGANIZATION
BKF is a multidisciplinary engineering and surveying firm with over 785 employees and more than 110 years of experience providing professional services to public and private sector clients. We bring extensive experience delivering transportation projects, including planning, design, and construction support for roadway projects. To support this effort, BKF has assembled an experienced, results-oriented team that emphasizes collaboration, clear communication, and quality delivery.

QA/QC MANAGER
Alex Croskey, PE, LEED AP, QSD/P

SECTION 3. PROJECT TEAM
City of Ukiah, Central Ukiah Circulation Improvement Project | 17

TEAM QUALIFICATIONS AND EXPERIENCE
NAME, ROLE, FIRM NAME ROLE DESCRIPTION CURRENT WORK ASSIGNMENTS APPROX.

HOURS

BUDGETED
Dan Schaefer, PE, LEED AP, QSD,
Associate DBIA
Principal-in-Charge

BKF ENGINEERS
Dan will serve as the Principal-in-Charge. He will provide general supervision over all aspects of the work. In a supervisory role, he has been responsible for the design and administration of utility, roadway, site improvement, and land surveying projects serving public works, and recreational facilities throughout Northern California. » San Pablo Ave Road Diet
» California State Parks On-Call
» City of Richmond CIPs
2 hours per
week
Becky Dower, PE, QSD/P
Project Manager

BKF ENGINEERS
Becky will serve as Project Manager. Her responsibilities will include day-to-day review of the project activities, organizing and attending meetings, developing design alternatives, coordinating with consultants, and overseeing and leading the design team to reach sound technical solutions, completing project deliverables on schedule and within budget. » City of Mill Valley Pedestrian
Safety Improvements
» Coloma Street Safe Routes to
School Project
» Healdsburg Avenue Utility Main
Replacement Project
8 hours per
week
Alex Croskey, PE, LEED AP,
QSD/P
QA/QC Manager

BKF ENGINEERS
Alex will serve as QA/QC Manager for the project. He has coordinated project reviews and approvals among local agencies throughout Northern California. He will assist in assuring that project design meets the project goals and will review each design and work product for conformance to local jurisdictional standards and requirements. » Pittsburg W. Leland Extension
» Pittsburg-Antioch Highway
» Concord Willow Pass Road
» Contra Costa County San Pablo
Complete Street
2 hours per
week
Jason Kirchmann, PLS, PE, QSD/P
Land Survey Lead

BKF ENGINEERS
Jason has experience in all facets of surveying, including boundary, topographic, ALTA surveys, control surveys, construction staking, tentative maps, final subdivision maps, assessment district maps, parcel maps, and horizontal control plans for on-site improvements. As the Land Survey Lead, his responsibility involves project management of survey projects including scheduling, budget tracking, dispatching, supervision of crews, construction calculations and coordination of the office, contractors/clients and field surveyors.
» Ukiah East Perkins Widening
Monument Preservation
» PG&E System Hardening and
Undergrounding (SHUG)
» Providence Health ATLA Surveys
(various sites)
» City of San Rafael City
Surveyor Services
4 hours per
week
Bryan LoCoco, PE
Senior Project Engineer

BKF ENGINEERS
As the Senior Project Engineer, Bryan will assist Becky with design elements of the project from beginning to end; including leading preparation of PS&E materials, supporting calculations, and utility construction phasing. » City of Oakley CIP 316 Main
Street Widening
» City of Santa Rosa Hearn Avenue MUP
12 hours per
week
Steven Dauterman, PE, TE,
PTOE, RSP1
Traffic Engineering Lead

BKF ENGINEERS
As the Traffic Engineering Lead, Steven will lead traffic engineering efforts, including supporting and guiding transportation planning efforts, signal and intersection control design, and pavement delineation design. » Vaca Valley PS&E
» Mac Arthur Roundabout PS&E
» Hillsburg Complete Streets PS&E
» City of Oakland Transportation On-Call
» Various Other Small Projects
2 hours per
week

SECTION 3. PROJECT TEAM
City of Ukiah, Central Ukiah Circulation Improvement Project | 18 NAME, ROLE, FIRM NAME ROLE DESCRIPTION CURRENT WORK ASSIGNMENTS APPROX.

HOURS

BUDGETED
Allison Moser, PE
Lighting Lead

W-TRANS
As the Lighting Lead, Allison will lead the effort related to lighting systems and enhancement on this project.
» East Bay Greenway Project
» US 101 Undercrossing Project
» Hearn Avenue Bike Project
» Homestead Avenue Slurry Seal Project
8 hours per
week
Michael Cook, PLA, ASLA,

CPRS, CLIA
Landscape Lead

INTEGRA
As the Landscape Lead, Michael will be the point person for INTEGRA+ on this project. Michael is authorized to sign an agreement, commit INTEGRA+ to services and negotiate pricing. Michael will work directly with BKF and City staff on design, decisions, etc. Michael will be the lead designer and coordinate with the entire team.
» Community Ponds and Park Project
» Coloma Street Safe Routes to School
» Lower Lake High School Quad Project
» Bower Park Renovation Project
» Mocho Community Park
15 hours per
week
Eric Chase, PE, GE
Geotechnical Lead

RGH CONSULTANTS
As the Geotechnical Lead, Eric will communicate and coordinate with RGH personnel (professional, field, and administrative level), BKF design team partners, and City of Ukiah, client representatives.

He will not only be responsible for preparing budgets and task orders for our geotechnical services, but he will also monitor expenses related to personnel time, laboratory testing, and subcontractor billing, associated with each project task, to ensure remaining ontime and on-budget. He will review all boring logs, laboratory data, geotechnical study reports, plan review letters, and relative permit documentation.
» Due to confidentiality considerations, RGH
is not able to provide a detailed list of
current work assignments. Also please note,
Geotechnical engineering typically involves
shorter-duration efforts spread across
many projects rather than long, continuous
commitments. Their team routinely supports
multiple projects simultaneously, often
contributing focused technical reviews,
analyses, construction consultation, or
reporting within short timeframes. This
structure allows them to manage a high
volume of work efficiently, while maintaining
availability and responsiveness for new
assignments
4 hours per
week

City of Ukiah, Central Ukiah Circulation Improvement Project | 19 SECTION 3. PROJECT TEAM

BRIEF RESUMES
Dan Schaefer, PE, LEED AP, QSD,
Assoc. DBIA
Principal-in-Charge
Dan will serve as Principal-in-Charge, providing executive oversight for risk management and overall delivery of the City’s pavement rehabilitation program. He is responsible for establishing and overseeing the project risk register, confirming that key risks related to scope, utilities,
funding, and constructability are identified early and
actively managed throughout design and construction.

Dan works closely with the Project Manager and City staff at key milestones to review risk status, validate mitigation strategies, and support timely decision-making when
issues arise. His involvement emphasizes consistency
across all projects, disciplined quality control, and
proactive issue resolution to reduce claims, avoid schedule impacts, and support predictable construction outcomes.

Professional Civil Engineer CA No. 51158
37 years of experience
BS, Civil Engineering, California Polytechnic
State University, San Luis Obispo, CA
Relevant Projects
» Ukiah Downtown Streetscape, Ukiah, CA
» East Hills Ukiah Evacuation Route Planning, Ukiah, CA » Sausalito Street Resurfacing 2022, Sausalito, CA
» St. Helena Streets Master Plan, St. Helena, CA
» Healdsburg Ward Street Neighborhood
Revitalization Project, Healdsburg, CA
Becky Dower, PE, QSD/P
Project Manager
Becky has more than 17 years of experience in civil
engineering design of public works improvements,
including pavement rehabilitation, utility rehabilitation and replacement, streetscape and complete streets projects, and pedestrian facility upgrades for compliance with
current ADA standards. Her responsibilities have included pavement alternatives review and pavement design,
utility design, water system modeling, specifications for special conditions such as night work and sewer by-pass pumping, and cost estimating. In addition to design,
Becky oversees internal budget, schedule, and staff
resource management as well as external communications
and client care. Becky enjoys collaborating with municipal clients and understands that successful public works
projects need to be focused around an understanding of
how the public uses the areas and perceives the value of the project at hand.

Professional Civil Engineer CA No. 80868
Qualified SWPPP Developer and Practitioner,
No. 23934
17 years of experience
BS, Civil Engineering, University of Nevada,
Reno, NV
Relevant Projects
» Gobbi Street Utility Replacement, Ukiah, CA
» East Perkins Widening PS&E, Ukiah, CA
» Ukiah Courthouse-Design Build, Ukiah, CA
» Healdsburg Avenue Complete Streets, Healdsburg, CA
» Petaluma Street Rehabilitation, Petaluma, CA

City of Ukiah, Central Ukiah Circulation Improvement Project | 20 SECTION 3. PROJECT TEAM
Alex Croskey, PE, LEED AP, QSD/P
QA/QC Manager
Alex is an engineer specializing in transportation
projects, including road diets, streetscapes, and roadway rehabilitation. His expertise includes managing multimodal, bicycle, pedestrian, and bus facilities. Alex excels in project management controls, overseeing scope, schedule, and
budget, and uses Project Status Reports to keep the
team updated and aligned. He has a proven track record
leading large, multi-disciplinary design teams from planning through construction. Alex works closely with public
agencies, community organizations, utility companies,
and property owners to ensure regulatory compliance and address unique project challenges, making him a vital asset for successful transportation projects.

Professional Civil Engineer, CA No. 78661
Qualified SWPPP Developer/Practitioner
Certificate No. 27181
19 years of experience
MS, Civil Engineering, San Jose State University,
San Jose, CA
BS, Civil Engineering, The Citadel, The Military
College of South Carolina, Charleston, SC
Relevant Projects
» PG&E Ukiah, Ukiah, CA
» St. Helena Downtown Improvements, St. Helena, CA
» City of Lafayette Downtown Pathways and Schools
Safety Project, Lafayette, CA
» Sausalito Streets/Pavement Rehabilitation, Sausalito, CA » Hesperian Boulevard Streetscape, Hayward, CA
» Farm Bureau Road Improvements, Concord, CA
Jason Kirchmann, PLS, PE, QSD/P
Land Survey Lead
Jason brings extensive experience leading survey teams
on complex public‑sector and infrastructure assignments.

As a Practice Leader based in BKF’s San Rafael and Santa Rosa offices, Jason oversees the planning, coordination, and execution of surveying services, ensuring accuracy, efficiency, and compliance with project requirements. He has a strong background supporting on‑call and capital
improvement projects, providing technical oversight, quality control, and seamless coordination with engineering and project management staff to deliver reliable survey data that supports successful project delivery. Jason is well versed in the production of right of way surveys, topographic mapping, control surveys, boundary surveys, ALTA surveys, and title research. He will be supported by field crews and in-house staff that have years of expertise in the field of surveying.

Professional Land Surveyor, CA No. 8806
Professional Civil Engineer, CA No. 78079
Qualified SWPPP Developer and Practitioner,
No. 20085
23 years of experience
Santa Rosa Junior College CEST Program,
Santa Rosa, CA
Relevant Projects
» Gobbi Street Utility Replacement, Ukiah, CA
» East Perkins Widening PS&E, Ukiah, CA
» Dora Street Overlay: Construction Staking, Ukiah, CA
» Petaluma Boulevard South Road Diet, Petaluma, CA
» Mill District Street Improvements, Healdsburg, CA
» St. Helena Grayson and South Crane Avenue
Rehabilitation, St. Helena, CA

City of Ukiah, Central Ukiah Circulation Improvement Project | 21 SECTION 3. PROJECT TEAM
Bryan LoCoco, PE
Senior Project Engineer
Bryan is a Project Engineer specializing in transportation infrastructure projects. He supports the design and
delivery of roadway improvements with a focus on
pavement rehabilitation, curb ramp upgrades, and
roadway striping. Bryan provides detailed engineering
support including assessing existing site conditions,
preparing design elements, and coordinating with
project team members to ensure accurate and efficient
plan development. Bryan will assist in developing ADAcompliant curb ramp designs, evaluating pavement and striping needs, and supporting quality control throughout the design process.

Professional Civil Engineer, CA No. 94666
7 years of experience
BS, Civil Engineering, University of California,
Davis, CA
Relevant Projects
» Ukiah Roundabout at Low Gap Road and North Bush
Street, Ukiah, CA
» Gobbi Street Utility Replacement, Ukiah, CA
» East Perkins Widening PS&E, Ukiah, CA
» Madera Gardens Complete Streets, Corte Madera, CA
» Oakley CIP 320 O’Hara Avenue Widening, Oakley, CA
» Petaluma Street Rehabilitation, Petaluma, CA
» Petaluma North McDowell Complete Streets, Petaluma, CA Steven Dauterman, PE, TE, PTOE, RSP1
Traffic Engineering Lead
With over 8 years of professional civil engineering design, traffic planning, and traffic operations experience, Steven provides the knowledge to prepare detailed planning and construction documents for site development projects.

Steven has extensive experience in transportation and
road safety design. His thorough efforts in detailed project setup aid in the development and coordination of plans
throughout the planning and design phases.

Professional Civil Engineer, CA No. 95938
Professional Traffic Engineer, CA No. TR3088
PTOE Transportation Professional Certification
Board No. 5306
8 years of experience
BS, Civil Engineering (Transportation Focus,
Purdue University, West Lafayette, IN
Relevant Projects
» Dublin Boulevard Extension Project, Dublin, CA
» Los Altos Annual Street Resurfacing FY25-26, Los Altos, CA » Oakland 8th Street Corridor Improvements, Oakland, CA » South San Francisco On-Call Traffic Engineering and
Transportation, South San Francisco, CA
» San Pablo Avenue Complete Streets/Bay Trail Gap Closure Contra Costa, CA
» Mountain View Moffett Boulevard Complete Streets,
Mountain View, CA

City of Ukiah, Central Ukiah Circulation Improvement Project | 22 SECTION 3. PROJECT TEAM
Allison Moser, PE
FIRM W-Trans
ROLE Insert Title
YEARS EXP 9 years

LICENSE
Professional Civil
Engineer, CA No. 94120
Professional Traffic
Engineer, CA No. 3020

EDUCATION
» BS, Civil Engineering,
University of Nevada,
Reno, NV
Allison is a Traffic
Engineer managing
traffic engineering
design and analysis
and transportation
planning services. She is
registered in California as both a Civil
and Traffic Engineer. Allison graduated
from the University of Nevada, Reno in
2017 with a B.S. in Civil Engineering
and a focus in Transportation
Engineering, along with a minor in
Business Administration. During her
time at W-Trans, Allison has been
involved in a wide range of design
projects including traffic signals,
RRFBs, and signing and striping. In
addition to her design work, Allison
works on traffic impact studies for
various types of projects. Allison
prides herself on her attention to
detail and organization.

Relevant Projects
» Traffic Engineering Design:

Cloverdale, Cotati, Healdsburg,
Jenner, Napa, Rohnert Park,
Sonoma County
» Traffic Operations/Safety Studies:

El Cerrito – Engineering and Traffic
Surveys, Cotati – West Sierra
Avenue/West School Street 3-Way
Stop Evaluation, Healdsburg –
US 101/Dry Creek Interchange
Preliminary Interchange Engineering
Study, Richmond – One-Way Street
Conversion Study, Rohnert Park –
Snyder Lane/Holly Avenue Safety
Evaluation, Santa Rosa – Roseland
Area-Sebastopol Road Specific Plan
Michael Cook, PLA, ASLA,

CPRS, CLIA
FIRM Integra
ROLE Landscape Lead
YEARS EXP 25 years
LICENSE Professional Landscape
Architect, CA No. 5123

EDUCATION
» BS, Landscape
Architecture, Cal
Poly, San Luis
Obispo, CA
As an experienced
Landscape Architect,
Michael has provided
his design experience
to a wide range of
clients. During over
twenty-five years of professional
landscape architecture experience,
Michael has worked with clients in
both the private sector (multifamily
residences, tourism, residential and
commercial developments) and public
sector (downtown masterplanning,
urban design, redevelopment
planning, parks and recreation sites,
creek and river restoration, habitat
restoration). Michael is well versed in
planning and design guidelines and
municipal codes throughout California.

Michael is registered as a landscape
architect in California, Nevada and
North Dakota. He is also a Certified
Landscape Irrigation Auditor and is
fluent in the efficient design and
installation of irrigation systems
throughout California. Michael is very
involved in his community of Sonoma
County, but especially Santa Rosa.

Relevant Projects
» Downtown Streetscape, Anderson, CA
» Camino Tassajara Median Irrigation,
Danville, CA
» Coloma Safe Routes to School,
Sausalito, CA
» Fallon Crossing Streetscape, Dublin, CA
» Hopper Avenue Streetscape,
Santa Rosa, CA
» Myrtle Drive Streetscape, Cotati, CA
Eric Chase, PE, GE
FIRM RGH Consultants
ROLE Geotechnical Lead
YEARS EXP 35 years

LICENSE
Professional Civil
Engineer, CA No. 53150
Professional
Geotechnical Engineer,
CA No. 2628

EDUCATION
» BS, Civil Engineering,
California Polytechnic
State University,
San Luis Obispo, CA
Eric is responsible for
geotechnical studies,
design,consultation,
and construction
observation. His
experience includes
roadways and bridges, water and
wastewater pipelines and treatment
plants, pump stations, power plants,
port facilities, schools, hospitals,
multi-story buildings, deep
foundations, levees, hillside
development, and residential
construction. He has also performed
seismic/geologic hazard evaluations
for various Army installations and Navy
facilities throughout the western
United States. He has over 30 years of
experience in geotechnical and
earthquake engineering in the greater
Bay area including Sonoma, Napa,
Mendocino and Lake Counties,
Humboldt County, Los Angeles, San
Diego and the States of Alaska,
Arizona, Washington, Nevada, Utah,
and Kansas.

Relevant Projects
» Country Club Drive Rehabilitation,
Rohnert Park, CA
» Ukiah Main Street Utilities
Improvement, Ukiah, CA
» First and F Street Bridge, Petaluma, CA
» Fulton Road Widening, Santa Rosa, CA

City of Ukiah, Central Ukiah Circulation Improvement Project | 23 SECTION 4. 4
Example Work Product
9/26/2023
9/26/2023
On the following pages, you will find two example work products of evaluations with illustrations that BKF provided to the City of Petaluma for their Maria Drive Street Rehabilitation Project as well as the JCC Ukiah Courthouse Courthouse Boulevard & East Clay Street Extension for the City of Ukiah.

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 24

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 25

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 26

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 27

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 28

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 29

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 30

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 31

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 32

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 33

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 34

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 35

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 36

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 37

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 38

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 39

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 40

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 41

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 42

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 43

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 44

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 45

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 46

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 47

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 48

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 49

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 50

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 51

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 52

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 53

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 54

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 55

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 56

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 57

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 58

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 59

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 60

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 61

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 62

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 63

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 64

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 65

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 66

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 67

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 68

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 69

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 70

RAINIER AVENUE

PARK PLACE DRIVE

SEQUOIA DRIVE
202 N. McDowell Blvd., PETALUMA, CALIFORNIA, 94954
PH. 707-778-4546 FAX. 707-778-4508

PUBLIC WORKS & UTILITIES
PROJECT NO.

C16102248
75 MARIA DRIVE - STREET REHABILITATION

RAINIER AVE TO S MCDOWELL BLVD
22039 - Maria Dr Striping and Signage.dwg COPYRIGHT © BKF ENGINEERS 2022 100% CONSTRUCTION DOCUMENTS No. 86247
Exp._________ 03/25

RAINIER AVE

SEQUOIA DR

CULPEPPER DR

PARK PLACE DR

PROFESSIONAL DR

E MADISON ST

JOAN DR

LAUREN DR

E WASHINGTON ST

CREEKSIDE DR

CREEKSIDE DR

GREENBRIAR CIR GREENBRIAR CIR

PARK LN

S MCDOWELL BLVD

KEY MAP

MONROE ST

TAHOLA LN
48 ST-1STRIPING AND SIGNAGE PLAN STA 10+00 TO STA 15+75 MATCHLINE - SEE SHEET ST-2

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 71

CULPEPPER DRIVE

PROFESSIONAL DRIVE
202 N. McDowell Blvd., PETALUMA, CALIFORNIA, 94954
PH. 707-778-4546 FAX. 707-778-4508

PUBLIC WORKS & UTILITIES
PROJECT NO.

C16102248
75 MARIA DRIVE - STREET REHABILITATION

RAINIER AVE TO S MCDOWELL BLVD
22039 - Maria Dr Striping and Signage.dwg COPYRIGHT © BKF ENGINEERS 2022 100% CONSTRUCTION DOCUMENTS No. 86247
Exp._________ 03/25

RAINIER AVE

SEQUOIA DR

CULPEPPER DR

PARK PLACE DR

PROFESSIONAL DR

E MADISON ST

JOAN DR

LAUREN DR

E WASHINGTON ST

CREEKSIDE DR

CREEKSIDE DR

GREENBRIAR CIR GREENBRIAR CIR

PARK LN

S MCDOWELL BLVD

KEY MAP

MONROE ST

TAHOLA LN
49 ST-2STRIPING AND SIGNAGE PLAN STA 15+75 TO STA 21+50 MATCHLINE - SEE SHEET ST-1MATCHLINE - SEE SHEET ST-3

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 72

MONROE STREET
202 N. McDowell Blvd., PETALUMA, CALIFORNIA, 94954
PH. 707-778-4546 FAX. 707-778-4508

PUBLIC WORKS & UTILITIES
PROJECT NO.

C16102248
75 MARIA DRIVE - STREET REHABILITATION

RAINIER AVE TO S MCDOWELL BLVD
22039 - Maria Dr Striping and Signage.dwg COPYRIGHT © BKF ENGINEERS 2022 100% CONSTRUCTION DOCUMENTS No. 86247
Exp._________ 03/25

RAINIER AVE

SEQUOIA DR

CULPEPPER DR

PARK PLACE DR

PROFESSIONAL DR

E MADISON ST

JOAN DR

LAUREN DR

E WASHINGTON ST

CREEKSIDE DR

CREEKSIDE DR

GREENBRIAR CIR GREENBRIAR CIR

PARK LN

S MCDOWELL BLVD

KEY MAP

MONROE ST

TAHOLA LN
50 ST-3STRIPING AND SIGNAGE PLAN STA 21+50 TO STA 27+50 MATCHLINE - SEE SHEET ST-2MATCHLINE - SEE SHEET ST-4

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 73 202 N. McDowell Blvd., PETALUMA, CALIFORNIA, 94954
PH. 707-778-4546 FAX. 707-778-4508

PUBLIC WORKS & UTILITIES
PROJECT NO.

C16102248
75 MARIA DRIVE - STREET REHABILITATION

RAINIER AVE TO S MCDOWELL BLVD
22039 - Maria Dr Striping and Signage.dwg COPYRIGHT © BKF ENGINEERS 2022 100% CONSTRUCTION DOCUMENTS No. 86247
Exp._________ 03/25

RAINIER AVE

SEQUOIA DR

CULPEPPER DR

PARK PLACE DR

PROFESSIONAL DR

E MADISON ST

JOAN DR

LAUREN DR

E WASHINGTON ST

CREEKSIDE DR

CREEKSIDE DR

GREENBRIAR CIR GREENBRIAR CIR

PARK LN

S MCDOWELL BLVD

KEY MAP

MONROE ST

TAHOLA LN
51 ST-4STRIPING AND SIGNAGE PLAN STA 27+50 TO STA 33+50 MATCHLINE - SEE SHEET ST-3MATCHLINE - SEE SHEET ST-5

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 74

JOAN DRIVE

E MADISON STREET
202 N. McDowell Blvd., PETALUMA, CALIFORNIA, 94954
PH. 707-778-4546 FAX. 707-778-4508

PUBLIC WORKS & UTILITIES
PROJECT NO.

C16102248
75 MARIA DRIVE - STREET REHABILITATION

RAINIER AVE TO S MCDOWELL BLVD
22039 - Maria Dr Striping and Signage.dwg COPYRIGHT © BKF ENGINEERS 2022 100% CONSTRUCTION DOCUMENTS No. 86247
Exp._________ 03/25

RAINIER AVE

SEQUOIA DR

CULPEPPER DR

PARK PLACE DR

PROFESSIONAL DR

E MADISON ST

JOAN DR

LAUREN DR

E WASHINGTON ST

CREEKSIDE DR

CREEKSIDE DR

GREENBRIAR CIR GREENBRIAR CIR

PARK LN

S MCDOWELL BLVD

KEY MAP

MONROE ST

TAHOLA LN
52 ST-5STRIPING AND SIGNAGE PLAN STA 33+50 TO STA 39+25 MATCHLINE - SEE SHEET ST-4MATCHLINE - SEE SHEET ST-6

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 75

LAUREN DRIVE
202 N. McDowell Blvd., PETALUMA, CALIFORNIA, 94954
PH. 707-778-4546 FAX. 707-778-4508

PUBLIC WORKS & UTILITIES
PROJECT NO.

C16102248
75 MARIA DRIVE - STREET REHABILITATION

RAINIER AVE TO S MCDOWELL BLVD
22039 - Maria Dr Striping and Signage.dwg COPYRIGHT © BKF ENGINEERS 2022 100% CONSTRUCTION DOCUMENTS No. 86247
Exp._________ 03/25

RAINIER AVE

SEQUOIA DR

CULPEPPER DR

PARK PLACE DR

PROFESSIONAL DR

E MADISON ST

JOAN DR

LAUREN DR

E WASHINGTON ST

CREEKSIDE DR

CREEKSIDE DR

GREENBRIAR CIR GREENBRIAR CIR

PARK LN

S MCDOWELL BLVD

KEY MAP

MONROE ST

TAHOLA LN
53 ST-6STRIPING AND SIGNAGE PLAN STA 39+25 TO STA 45+50 MATCHLINE - SEE SHEET ST-5MATCHLINE - SEE SHEET ST-7

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 76

CREEKSIDE DRIVE

EAST WASHINGTON STREET

EASTSIDE WAY
202 N. McDowell Blvd., PETALUMA, CALIFORNIA, 94954
PH. 707-778-4546 FAX. 707-778-4508

PUBLIC WORKS & UTILITIES
PROJECT NO.

C16102248
75 MARIA DRIVE - STREET REHABILITATION

RAINIER AVE TO S MCDOWELL BLVD
22039 - Maria Dr Striping and Signage.dwg COPYRIGHT © BKF ENGINEERS 2022 100% CONSTRUCTION DOCUMENTS No. 86247
Exp._________ 03/25

RAINIER AVE

SEQUOIA DR

CULPEPPER DR

PARK PLACE DR

PROFESSIONAL DR

E MADISON ST

JOAN DR

LAUREN DR

E WASHINGTON ST

CREEKSIDE DR

CREEKSIDE DR

GREENBRIAR CIR GREENBRIAR CIR

PARK LN

S MCDOWELL BLVD

KEY MAP

MONROE ST

TAHOLA LN
54 ST-7STRIPING AND SIGNAGE PLAN STA 45+50 TO STA 51+00 MATCHLINE - SEE SHEET ST-6MATCHLINE - SEE SHEET ST-8

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 77

CREEKSIDE DRIVE

GREENBRIAR CIRCLE
202 N. McDowell Blvd., PETALUMA, CALIFORNIA, 94954
PH. 707-778-4546 FAX. 707-778-4508

PUBLIC WORKS & UTILITIES
PROJECT NO.

C16102248
75 MARIA DRIVE - STREET REHABILITATION

RAINIER AVE TO S MCDOWELL BLVD
22039 - Maria Dr Striping and Signage.dwg COPYRIGHT © BKF ENGINEERS 2022 100% CONSTRUCTION DOCUMENTS No. 86247
Exp._________ 03/25

RAINIER AVE

SEQUOIA DR

CULPEPPER DR

PARK PLACE DR

PROFESSIONAL DR

E MADISON ST

JOAN DR

LAUREN DR

E WASHINGTON ST

CREEKSIDE DR

CREEKSIDE DR

GREENBRIAR CIR GREENBRIAR CIR

PARK LN

S MCDOWELL BLVD

KEY MAP

MONROE ST

TAHOLA LN
55 ST-8STRIPING AND SIGNAGE PLAN STA 51+00 TO STA 54+75 MATCHLINE - SEE SHEET ST-7
MATCHLINE - SEE SHEET ST-9

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 78

GREENBRIAR CIRCLE

GREENBRIAR CIRCLE
202 N. McDowell Blvd., PETALUMA, CALIFORNIA, 94954
PH. 707-778-4546 FAX. 707-778-4508

PUBLIC WORKS & UTILITIES
PROJECT NO.

C16102248
75 MARIA DRIVE - STREET REHABILITATION

RAINIER AVE TO S MCDOWELL BLVD
22039 - Maria Dr Striping and Signage.dwg COPYRIGHT © BKF ENGINEERS 2022 100% CONSTRUCTION DOCUMENTS No. 86247
Exp._________ 03/25

RAINIER AVE

SEQUOIA DR

CULPEPPER DR

PARK PLACE DR

PROFESSIONAL DR

E MADISON ST

JOAN DR

LAUREN DR

E WASHINGTON ST

CREEKSIDE DR

CREEKSIDE DR

GREENBRIAR CIR GREENBRIAR CIR

PARK LN

S MCDOWELL BLVD

KEY MAP

MONROE ST

TAHOLA LN
56 ST-9STRIPING AND SIGNAGE PLAN STA 54+75 TO STA 60+00 MATCHLINE - SEE SHEET ST-8
MATCHLINE - SEE SHEET ST-10

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 79

PARK LANE

WASHINGTON SQUARE SHOPPING CENTER

MCDOWELL PARK

WASHINGTON SQUARE

DRIVEWAY

PARK LANE
202 N. McDowell Blvd., PETALUMA, CALIFORNIA, 94954
PH. 707-778-4546 FAX. 707-778-4508

PUBLIC WORKS & UTILITIES
PROJECT NO.

C16102248
75 MARIA DRIVE - STREET REHABILITATION

RAINIER AVE TO S MCDOWELL BLVD
22039 - Maria Dr Striping and Signage.dwg COPYRIGHT © BKF ENGINEERS 2022 100% CONSTRUCTION DOCUMENTS No. 86247
Exp._________ 03/25

RAINIER AVE

SEQUOIA DR

CULPEPPER DR

PARK PLACE DR

PROFESSIONAL DR

E MADISON ST

JOAN DR

LAUREN DR

E WASHINGTON ST

CREEKSIDE DR

CREEKSIDE DR

GREENBRIAR CIR GREENBRIAR CIR

PARK LN

S MCDOWELL BLVD

KEY MAP

MONROE ST

TAHOLA LN
57 ST-10STRIPING AND SIGNAGE PLAN STA 60+00 TO STA 66+00 MATCHLINE - SEE SHEET ST-9MATCHLINE - SEE SHEET ST-11

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 80 S McDOWELL BOULEVARD

MCDOWELL ELEMENTARY SCHOOL

WASHINGTON SQUARE SHOPPING CENTER
202 N. McDowell Blvd., PETALUMA, CALIFORNIA, 94954
PH. 707-778-4546 FAX. 707-778-4508

PUBLIC WORKS & UTILITIES
PROJECT NO.

C16102248
75 MARIA DRIVE - STREET REHABILITATION

RAINIER AVE TO S MCDOWELL BLVD
22039 - Maria Dr Striping and Signage.dwg COPYRIGHT © BKF ENGINEERS 2022 100% CONSTRUCTION DOCUMENTS No. 86247
Exp._________ 03/25

RAINIER AVE

SEQUOIA DR

CULPEPPER DR

PARK PLACE DR

PROFESSIONAL DR

E MADISON ST

JOAN DR

LAUREN DR

E WASHINGTON ST

CREEKSIDE DR

CREEKSIDE DR

GREENBRIAR CIR GREENBRIAR CIR

PARK LN

S MCDOWELL BLVD

KEY MAP

MONROE ST

TAHOLA LN
58 ST-11STRIPING AND SIGNAGE PLAN STA 66+00 TO STA 71+75 MATCHLINE - SEE SHEET ST-10

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 81 202 N. McDowell Blvd., PETALUMA, CALIFORNIA, 94954
PH. 707-778-4546 FAX. 707-778-4508

PUBLIC WORKS & UTILITIES
PROJECT NO.

C16102248
75 MARIA DRIVE - STREET REHABILITATION

RAINIER AVE TO S MCDOWELL BLVD
22039 - Maria Dr Striping Details.dwg COPYRIGHT © BKF ENGINEERS 2022 100% CONSTRUCTION DOCUMENTS No. 86247
Exp._________ 03/25
59 SD-1STRIPING AND SIGNAGE PLAN DETAIL SHEET

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 82

S MCDOWELL BOULEVARD
MARIA DRIVE McKENZIE AVE
202 N. McDowell Blvd., PETALUMA, CALIFORNIA, 94954
PH. 707-778-4546 FAX. 707-778-4508

PUBLIC WORKS & UTILITIES
PROJECT NO.

C16102248
75 MARIA DRIVE - STREET REHABILITATION

RAINIER AVE TO S MCDOWELL BLVD
22039 - Maria Dr Striping and Signage.dwg COPYRIGHT © BKF ENGINEERS 2022 100% CONSTRUCTION DOCUMENTS No. 86247
Exp._________ 03/25

RAINIER AVE

SEQUOIA DR

CULPEPPER DR

PARK PLACE DR

PROFESSIONAL DR

E MADISON ST

JOAN DR

LAUREN DR

E WASHINGTON ST

CREEKSIDE DR

CREEKSIDE DR

GREENBRIAR CIR GREENBRIAR CIR

PARK LN

S MCDOWELL BLVD

KEY MAP

MONROE ST

TAHOLA LN
60 E-1MARIA DR / S McDOWELL ELECTRICAL PLANS

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 83 202 N. McDowell Blvd., PETALUMA, CALIFORNIA, 94954
PH. 707-778-4546 FAX. 707-778-4508

PUBLIC WORKS & UTILITIES
PROJECT NO.

C16102248
75 MARIA DRIVE - STREET REHABILITATION

RAINIER AVE TO S MCDOWELL BLVD
22039 - Maria Dr Electrical Details.dwg COPYRIGHT © BKF ENGINEERS 2022 100% CONSTRUCTION DOCUMENTS No. 86247
Exp._________ 03/25
61 ED-1ELECTRICAL PLAN DETAIL SHEET

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 84

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 85

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 86

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 87

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 88

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 89

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 90

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 91

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 92

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 93

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 94

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 95

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 96

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 97

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 98 76

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 99

JOAN DRIVE

E MADISON STREET

MARIA DRIVE

CREEKSIDE DRIVE

LAUREN DRIVE

JOAN DRIVE

E MADISON STREET

LOMA VISTA IMMERSION

ACADEMY ELEMENTARY

MARIA DRIVE

MARIA DRIVE MARIA DRIVE

E WASHINGTON STREET

EASTSIDE WAY
LIMIT OF WORKMATCHLINE SEE L1.1

MARIA DRIVE

E MADISON STREET

JOAN DRIVE
N.T.S KEY MAP
NOTES

1. REFER TO SHEET L1.4

FOR LEGEND AND NOTES

2. REFER TO SHEETS L1.5
& L1.6 FOR PLANTING
DETAIL
EXISTING TREE, TYP.
4 CER OCC
24" BOX
E. MADISON ST.

L1.0 L1.1 JOAN DR.

LAUREN DR.

E. WASHINGTON ST.

CREEKSIDE DR.

PLANTING AND IRRIGATION PLAN

MWELO STATEMENT
"I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION PLAN" 08/31/2023
MICHAEL A. COOK DATE
REGISTERED LANDSCAPE ARCHITECT #5123

MWELO STATEMENT
"I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE PLANTING PLAN" 08/31/2023
MICHAEL A. COOK DATE
REGISTERED LANDSCAPE ARCHITECT #5123
202 N. McDowell Blvd., PETALUMA, CALIFORNIA, 94954
PH. 707-778-4546 FAX. 707-778-4508

PUBLIC WORKS & UTILITIES
PROJECT NO.

C20220332-10
82 MARIA DR. - STREET REHABILITATION
RAINIER AVE. TO MCDOWELL BLVD. 1 5 0 6 4 T H S T R E E T

S A N T A R O S A ,
CA LI FORNIA 9 5 40 47 0 7 . 8 5 2 . 0 5 0 0
WWW.INTEGRAPLA.COM
Renewal Date
Date
Signature
PLA 5123 Exp. 11/30/2024
Michael A. Cook
P.L.A. 5123

L ICENSED

LANDSCAPE ARCHITECT
STAT E

OF CA L I FORN I A
Mi c hae l A . Cook
11 / 30 / 2024
08 / 31 / 2023
L1.0

ENLARGEMENT
SEE L1.2
40 scale 1" = 40'
0 40
feet
77

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 100

LAUREN DRIVE

MARIA DRIVE

CREEKSIDE DRIVE

LAUREN DRIVE

JOAN DRIVE

E MADISON STREET

LOMA VISTA IMMERSION

ACADEMY ELEMENTARY

MARIA DRIVE

MARIA DRIVE MARIA DRIVE

E WASHINGTON STREET

EASTSIDE WAY

MARIA DRIVE

LAUREN DRIVE
4 CER OCC
24" BOX
2 QUE AGR
24" BOX
202 N. McDowell Blvd., PETALUMA, CALIFORNIA, 94954
PH. 707-778-4546 FAX. 707-778-4508

PUBLIC WORKS & UTILITIES
PROJECT NO.

C20220332-10
82 MARIA DR. - STREET REHABILITATION
RAINIER AVE. TO MCDOWELL BLVD. 1 5 0 6 4 T H S T R E E T S A N T A R O S A , CA LI FORNIA 9 5 40 47 0 7 . 8 5 2 . 0 5 0 0
WWW.INTEGRAPLA.COM
Renewal Date
Date
Signature
PLA 5123 Exp. 11/30/2024
Michael A. Cook
P.L.A. 5123

L ICENSED

LANDSCAPE

ARCHITECT
STAT E
OF
CA
L
I

FORN I A
Mi c hae
l
A
.

Cook
11 / 30 / 2024
08 / 31 / 2023
MATCHLINE SEE L1.0LIMIT OF WORK

PLANTING AND IRRIGATION PLAN
L1.1
N.T.S KEY MAP E. MADISON ST.

L1.0 L1.1 JOAN DR.

LAUREN DR.

E. WASHINGTON ST.

CREEKSIDE DR.

EXISTING TREE, TYP.

ENLARGEMENT
SEE L1.3

MATCHLINE
SEE L1.3

1. REFER TO SHEET L1.4

FOR LEGEND AND NOTES

2. REFER TO SHEETS L1.5
& L1.6 FOR PLANTING
DETAIL
40 scale 1" = 40' 0 40
feet
78

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 101

CREEKSIDE DRIVE

LAUREN DRIVE

JOAN DRIVE

E MADISON STREET

LOMA VISTA IMMERSION

ACADEMY ELEMENTARY

MARIA DRIVE

MARIA DRIVE MARIA DRIVE

E WASHINGTON STREET

EASTSIDE WAY
NOTES

1. REFER TO SHEET L1.4

FOR LEGEND AND NOTES

2. REFER TO SHEETS L1.5
& L1.6 FOR PLANTING
DETAIL
MATCHLINE SEE L1.0

MARIA DRIVE

PLANTING AND IRRIGATION PLAN
202 N. McDowell Blvd., PETALUMA, CALIFORNIA, 94954
PH. 707-778-4546 FAX. 707-778-4508

PUBLIC WORKS & UTILITIES
PROJECT NO.

C20220332-10
82 MARIA DR. - STREET REHABILITATION
RAINIER AVE. TO MCDOWELL BLVD. 1 5 0 6 4 T H S T R E E T S A N T A R O S A , CA LI FORNIA 9 5 40 47 0 7 . 8 5 2 . 0 5 0 0
WWW.INTEGRAPLA.COM
Renewal Date
Date
Signature
PLA 5123 Exp. 11/30/2024
Michael A. Cook
P.L.A. 5123

L ICENSED

LANDSCAPE

ARCHITECT
STAT E
OF
CA
L
I

FORN I A
Mi c hae
l
A
.

Cook
11 / 30 / 2024
08 / 31 / 2023
L1.2
14 WES MOR
1 GAL.
15 VER DEL
1 GAL.
8 MUH RIG
1 GAL.
40 scale 1" = 40' 0 40
feet N.T.S KEY MAP E. MADISON ST.

L1.2 L1.3 JOAN DR.

LAUREN DR.

E. WASHINGTON ST.

CREEKSIDE DR.

L1.3
79 40
scale 1" = 40' 0 40
feet

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 102

CREEKSIDE DRIVE

LAUREN DRIVE

JOAN DRIVE

E MADISON STREET

LOMA VISTA IMMERSION

ACADEMY ELEMENTARY

MARIA DRIVE

MARIA DRIVE MARIA DRIVE

E WASHINGTON STREET

EASTSIDE WAY
202 N. McDowell Blvd., PETALUMA, CALIFORNIA, 94954
PH. 707-778-4546 FAX. 707-778-4508

PUBLIC WORKS & UTILITIES
PROJECT NO.

C20220332-10
82 MARIA DR. - STREET REHABILITATION
RAINIER AVE. TO MCDOWELL BLVD. 1 5 0 6 4 T H S T R E E T S A N T A R O S A , CA LI FORNIA 9 5 40 47 0 7 . 8 5 2 . 0 5 0 0
WWW.INTEGRAPLA.COM
Renewal Date
Date
Signature
PLA 5123 Exp. 11/30/2024
Michael A. Cook
P.L.A. 5123

L ICENSED

LANDSCAPE

ARCHITECT
STAT E
OF
CA
L
I

FORN I A
Mi c hae
l
A
.

Cook
11 / 30 / 2024
08 / 31 / 2023
MATCHLINE SEE L1.1

PLANTING AND IRRIGATION PLAN
L1.3
12 WES MOR
1 GAL.
14 VER DEL
1 GAL.
8 MUH RIG
1 GAL.
6 WES MOR
1 GAL.
9 VER DEL
1 GAL.
5 MUH RIG
1 GAL.

MARIA DRIVE

1. REFER TO SHEET L1.4

FOR LEGEND AND NOTES

2. REFER TO SHEETS L1.5
& L1.6 FOR PLANTING
DETAIL
40 scale 1" = 40' 0 40
feet

MARIA DRIVE
N.T.S KEY MAP E. MADISON ST.

L1.2 L1.3 JOAN DR.

LAUREN DR.

E. WASHINGTON ST.

CREEKSIDE DR.

L1.3
80 40
scale 1" = 40' 0 40
feet

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 103 ABBREV. BOTANICAL NAME COMMON NAME WUCOLS SIZE QTY REMARKS/SPACING TREES
CER OCC CERCIS OCCIDENTALIS WESTERN REDBUD VL 24" BOX 8 SINGLE TRUNK QUE AGR QUERCUS AGRIFOLIA COAST LIVE OAK VL 24" BOX 2 SINGLE TRUNK SMALL SHRUBS (2-3')
VER DEL VERBENA 'DE LA MINA' LILAC VERBENA L 1 GAL. 38 3' O.C. SPACING WES MOR WESTRINGIA 'MORNING LIGHT' COAST ROSEMARY L 1 GAL. 32 3' O.C. SPACING

GRASSES/GRASSLIKE
MUH RIG MUHLENBERGIA RIGENS DEER GRASS L 1 GAL. 21 4' O.C. SPACING

PLANTING LEGEND

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 SONOMA COUNTY WATER AGENCY ORDINANCES RELATING TO PLANTING AND IRRIGATION. ALL PLANT MATERIALS TO BE INSTALLED PER CITY OF PETALUMA, AND STATE OF CALIFORNIA 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 TREE PLANTING AREAS, ALL PLANTING AREAS TO BE TILLED SO THAT SOIL IS LOOSE AND NOT COMPACTED. 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). 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.

MULCH SHALL BE FROM CITY OF PETALUMA

16. THE CONTRACTOR SHALL MAINTAIN THE PLANTING INSTALLATIONS FOR 180 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.

SYMBOL DESC. QUANTITY
TREEGATOR ORIGINAL MODEL NO. 98183: 15 GALLON SLOW 10

WATERING BAG, SINGLE BAG SETUP

IRRIGATION LEGEND

NOTES AND LEGEND
202 N. McDowell Blvd., PETALUMA, CALIFORNIA, 94954
PH. 707-778-4546 FAX. 707-778-4508

PUBLIC WORKS & UTILITIES
PROJECT NO.

C20220332-10
82 MARIA DR. - STREET REHABILITATION
RAINIER AVE. TO MCDOWELL BLVD. 1 5 0 6 4 T H S T R E E T

S A N T A R O S A ,
CA LI FORNIA 9 5 40 47 0 7 . 8 5 2 . 0 5 0 0
WWW.INTEGRAPLA.COM
Renewal Date
Date
Signature
PLA 5123 Exp. 11/30/2024
Michael A. Cook
P.L.A. 5123

L ICENSED

LANDSCAPE ARCHITECT
STAT E

OF CA L I FORN I A
Mi c hae l A . Cook
11 / 30 / 2024
08 / 31 / 2023
L1.4
81

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 104 NOTES:
1 2
2 12-18''6''

PREVAILING WINDS
4 5
3 4
7 6 6
5 FINISH GRADE
7 12-18''
12" DEPTH OF
CONTAINER MIN.

ROOTBALL
SCALE:
2 x DIAMETER
3 (TRIPLE STAKE - 15 GAL. WATER BAG)
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
w/ WATER BAG
N.T.S.

1. CROWN OF ROOTBALL TO BE 1" ABOVE FINISH GRADE.

2. FOR ADDITIONAL INFORMATION REFER TO PLANTING
NOTES AND SPECIFICATIONS.

ROOTBALL
2 8 15 GALLON WATER BAG
8 1
8 1
9 9 TREE TRUNK 1
202 N. McDowell Blvd., PETALUMA, CALIFORNIA, 94954
PH. 707-778-4546 FAX. 707-778-4508

PUBLIC WORKS & UTILITIES
PROJECT NO.

C20220332-10
82 MARIA DR. - STREET REHABILITATION
RAINIER AVE. TO MCDOWELL BLVD. 1 5 0 6 4 T H S T R E E T

S A N T A R O S A ,
CA LI FORNIA 9 5 40 47 0 7 . 8 5 2 . 0 5 0 0
WWW.INTEGRAPLA.COM
Renewal Date
Date
Signature
PLA 5123 Exp. 11/30/2024
Michael A. Cook
P.L.A. 5123

L ICENSED

LANDSCAPE ARCHITECT
STAT E

OF CA L I FORN I A
Mi c hae l A . Cook
11 / 30 / 2024
08 / 31 / 2023

PLANTING DETAIL
L1.5
821

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 105

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' OF PAVING, WALLS, BUILDINGS OR UTILITES 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:
202 N. McDowell Blvd., PETALUMA, CALIFORNIA, 94954
PH. 707-778-4546 FAX. 707-778-4508

PUBLIC WORKS & UTILITIES
PROJECT NO.

C20220332-10
82 MARIA DR. - STREET REHABILITATION
RAINIER AVE. TO MCDOWELL BLVD. 1 5 0 6 4 T H S T R E E T S A N T A R O S A , CA LI FORNIA 9 5 40 47 0 7 . 8 5 2 . 0 5 0 0
WWW.INTEGRAPLA.COM
Renewal Date
Date
Signature
PLA 5123 Exp. 11/30/2024
Michael A. Cook
P.L.A. 5123

L ICENSED

LANDSCAPE

ARCHITECT
STAT E
OF
CA
L
I

FORN I A
Mi c hae
l
A
.

Cook
11 / 30 / 2024
08 / 31 / 2023

PLANTING DETAIL
L1.6
82 1

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 106 3/27/2025

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 107 3/27/2025

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 108 3/27/2025

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 109 3/27/2025

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 110 3/27/2025

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 111 3/27/2025

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 112 3/27/2025

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 113 3/27/2025

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 114 3/27/2025

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 115 3/27/2025

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 116 3/27/2025

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 117 3/27/2025

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 118 3/27/2025

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 119 3/27/2025

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 120 3/27/2025

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 121 3/27/2025

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 122

CONCRETE BARRIER ONLY

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 123 1 1 1 1 1 1 8
2 3 3
4 5
6 COURTHOUSE BOULEVARD

PUE, LIMIT OF

OFFSITE WORK
9 11 10

COURTHOUSE BOULEVARD

EAST PERKINS STREET
1 1 1 1
1 1
1 1 1
8 2
3 PUE, LIMIT OF

OFFSITE WORK
9 CODE DESCRIPTION DETAIL
INSTALL 3X3 TREE WELLS WITH ROOT BARRIERS. 1/L3.2
PLACE DRAINAGE COBBLE AT CURB CUTS PER DETAIL. 3/L1.2
PLACE DRAINAGE COBBLE AT DRAIN INLET PER DETAIL. 4/L1.2 INSTALL CONCRETE PAVING. NATURAL GRAY WITH SAW CUT JOINTS AND MEDIUM BROOM FINISH. 1/L1.2
INSTALL CONCRETE PAVING. NATURAL GRAY WITH SAW CUT JOINTS AND SANDBLAST FINISH USING SURFACE RETARDANT. REFER TO
CIVIL DRAWINGS FOR CONCRETE SECTIONS.
1/L1.2
CELLULAR CONFINED DECOMPOSED GRANITE PAVING. PRO LITE
MANUFACTURED BY TRUEGRID WITH 5/8" CALIFORNIA GOLD
DECOMPOSED GRANITE FILL.
2/L1.2
IRRIGATION P.O.C.

STANDARD CITY SIDEWALK PER CIVIL PLANS.

STORMWATER PLANTER; SEE CIVIL PLANS FOR GRADING, SLOPES AND SOIL SECTION.

MERGE TRIO TRASH RECEPTACLE AS MANUFACTURED BY
QUICKCRETE PRODUCTS. MODEL #QR-ME253657W. CONCRETE
COLOR MISSION WHITE WITH CRAFTSMAN'S ETCH FINISH;
POWDERCOATED METAL COLOR TELEGREY. INSTALL ON CONCRETE
PAD PER MANUFACTURER'S DETAILS.

CALIFORNIA ROUND ASH URN AS MANUFACTURED BY QUICKCRETE
PRODUCTS. MODEL #QR-CAL-1422A. COLOR MISSION WIHITE WITH CRAFTSMAN'S ETCH FINISH. INSTALL ON CONCRETE PAD PER
MANUFACTURER'S DETAILS.
6" CONCRETE CURB, TYP. 2/L1.2
1 2
3 4
5 6
7 8
9 10
11 12

REFERENCE NOTES

CLAY STREET
1 1
1 1
7 8
3 6
6 PUE, LIMIT OF
OFFSITE WORK 10
12 12
COPYRIGHT © BKF ENGINEERS 2025 27 JCC UKIAH COURTHOUSE PUBLIC IMPROVEMENTS COURTHOUSE BOULEVARD & EAST CLAY STREET EXTENSION CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA Plot Jan 09, 2025 at 11:09am
2034-03-L1.X-SITE.dwg

SITE LAYOUT PLAN
L1.1

MATCHLINE 'B' - SEE ABOVE

MATCHLINE 'B' - SEE BELOW

MATCHLINE 'A'- SEE ABOVE
NORTH

MATCHLINE 'A'- SEE BELOW LEFT
NORTH
0 SCALE: 1" = 20'-0"
20 10 20 40

SITE LAYOUT PLAN - CLAY STREET
SITE LAYOUT PLAN - COURTHOUSE BLVD.
0 SCALE: 1" = 20'-0"
20 10 20 40
18

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 124 COPYRIGHT © BKF ENGINEERS 2025 27 JCC UKIAH COURTHOUSE PUBLIC IMPROVEMENTS COURTHOUSE BOULEVARD & EAST CLAY STREET EXTENSION CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA Plot Jan 09, 2025 at 11:09am
2034-03-L1.X-SITE.dwg

CONSTRUCTION NOTES & DETAILS
L1.2
NOTES:

1. INSTALL 18" WIDE COBBLE BLANKET AROUND DRAIN INLETS IN PLANTER AREAS. MODIFY WIDTH AS REQUIRED BASED ON PLANTER CONDITIONS. SLOPE COBBLE TO RIM OF DRAIN INLET.

2. COBBLE SHALL BE 3" TO 6", SMOOTH & ROUNDED, MIX OF GRAY COLORS, ALL SAME TYPE OF ROCK.

3. INSTALL LANDSCAPE FABRIC PER MANUFACTURER'S SPECIFICATIONS UNDER COBBLE ONLY.

PLAN

SECTION
DRAIN
INLET

COBBLE AT DRAIN INLET

NOT TO SCALE
18" MIN

FINISH GRADE PER
CIVIL PLANS, TYP.
2" LAYER COMPOST MULCH,

PER SPECS
DRAIN INLET; SEE CIVIL

PLANS FOR RIM ELEVATION

SEE CIVIL PLANS FOR

SOIL MIX
DRAIN INLET;

SEE CIVIL PLANS
6" MIN. DEPTH
COBBLE. MATCH TOP

OF COBBLE TO TOP

OF GRATE PER PLANS
P-3-UKI.OFF-01 4
NOTES:

1. CONTRACTOR TO LOWER SUBGRADE AT ROCK AREA AS REQUIRED FOR ROCK TO BE FLUSH WITH CURB CUT OPENING. CONTRACTOR TO MAINTAIN SWALE DEPTHS AND FLOW LINES AS SHOWN IN CIVIL PLANS.

2. COBBLE SHALL BE 3" TO 6", SMOOTH & ROUNDED, MIX OF GRAY COLORS, ALL SAME TYPE OF ROCK.

SECTION

COBBLE AT CURB CUT

NOT TO SCALE

CURB CUT PER CIVIL PLANS
6" DEPTH 3" TO 6"

SMOOTH COBBLE
PLAN

MULCH, PER

NOTES ON PLAN
P-3-UKI.OFF-02 3

LANDSCAPE SITE NOTES

GENERAL NOTES

1. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND/OR RESTORING ALL DESIGN ELEMENTS THROUGH CONSTRUCTION.

2. CONTRACTOR SHALL PROTECT EXISTING STRUCTURES, FEATURES, UTILITIES, AND EXISTING TREES NOT DEEMED FOR REMOVAL THROUGHOUT CONSTRUCTION. REPAIRS AND/OR REPLACEMENTS TO EXISTING FEATURES DAMAGED DURING CONSTRUCTION SHALL BE MADE AT THE CONTRACTOR'S EXPENSE.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN-UP AS WORK PROGRESSES. REFUSE AND EXCESS DIRT SHALL BE REMOVED FROM THE SITE; WALKS AND PAVING SHALL BE BROOMED OR WASHED DOWN AND ANY DAMAGES SUSTAINED ON THE WORK OF OTHERS SHALL BE REPAIRED TO ORIGINAL CONDITIONS.

4. THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO), CURRENT VERSION AT THE TIME OF BID SHALL APPLY TO ALL LANDSCAPE WORK SPECIFIED IN THE DRAWINGS OR SPECIFICATIONS FOR THIS PROJECT. CONTRACTOR

IS RESPONSIBLE FOR COMPLIANCE WITH ALL REQUIREMENTS, INCLUDING COORDINATION WITH LOCAL AGENCIES AND SUBMISSION OF ALL REQUIRED DOCUMENTATION.

LAYOUT NOTES

1. WRITTEN DIMENSIONS SUPERCEDE SCALED DISTANCES AND DIMENSIONS. DIMENSIONS SHOWN ARE FROM THE FACE

OF BUILDING, WALL, BACK OF CURB, EDGE OF WALK, PROPERTY LINE, OR CENTERLINE OF COLUMN UNLESS OTHERWISE NOTED ON THE DRAWINGS.

2. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN LAYOUT, DIMENSIONING OR INCONGRUOUS EXISTING CONDITIONS PRIOR TO CONSTRUCTION.

3. CONCRETE SIDEWALKS SHALL HAVE TOOLED WEAKENED PLANE JOINTS, AS SHOWN & EXPANSIONS JOINTS @ 30'-0" O.C. TYPICAL, UNLESS OTHERWISE NOTED ON DRAWINGS.

4. THE CONTRACTOR IS TO VERIFY LOCATION OF ON-SITE UTILITIES BEFORE COMMENCING WITH THE WORK. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF DAMAGES TO UTILITIES CAUSED BY THE ACTIVITIES OF THE CONTRACTOR. UTILITY VAULTS SHOWN IN THESE DRAWINGS ARE FOR REFERENCE AND COORDINATION PURPOSES ONLY.

5. REFER TO CIVIL DRAWINGS FOR LAYOUT OF ALL ROADWAYS, PARKING LOTS, CURBS, CURB RAMPS AND ASSOCIATED DETAILS.

GRADING NOTES

1. REFER TO CIVIL DRAWINGS FOR GRADING OF ALL ROADWAYS, PARKING LOTS, CURBS, CURB RAMPS AND ASSOCIATED DETAILS.

2. ALL TREE AND SHRUB PLANTING ARE TO BE 3" BELOW ADJACENT PAVING ELEVATION UNLESS OTHERWISE NOTED.

3. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES. MINIMUM SLOPE FOR LANDSCAPE AREAS SHALL BE 2%. CONTACT LANDSCAPE ARCHITECT IF FIELD CONDITIONS DO NOT MEET THESE REQUIREMENTS.

4. ALL TURF AREAS TO BE 1-1/2" BELOW ADJACENT PAVING ELEVATIONS UNLESS OTHERWISE NOTED.

5. THE CONTRACTOR IS RESPONSIBLE FOR THE GRADING AND POSITIVE SURFACE DRAINAGE IN LANDSCAPE AREAS. THE

CONTRACTOR SHALL VERIFY ROUGH GRADES IN THE FIELD AND BRING DISCREPANCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR A DECISION BEFORE PROCEEDING WITH THE WORK.

1. PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITY, A 6 FOOT HIGH CYCLONE FENCE, MINIMUM 4' DIA., SHALL BE INSTALLED AROUND THE TREES TO BE PRESERVED UNDER THE DIRECTION OF THE CITY ARBORIST. THE FENCING SHALL REMAIN IN PLACE FOR THE DURATION OF THE PROJECT. WITHIN THE FENCED AREA THERE SHALL BE NO GRADE CHANGES, STORAGE OF MATERIALS, TRENCHING, OR PARKING OF VEHICLES.

2. HAND DIG TRENCHES PASSING THROUGH TREE ROOT ZONES. ALL TREE ROOTS OVER 1" TO BE SAVED. ROOTS 1" OR SMALLER TO BE CLEAN CUT WITH SHARP, DISINFECTED PRUNING SHEARS. IF DURING EXCAVATION FOR THE PROJECT

ANY TREE ROOTS GREATER THAN TWO INCHES IN DIAMETER ARE ENCOUNTERED WORK SHALL STOP IMMEDIATELY UNTIL PROJECT ARBORIST CAN PERFORM AN ON-SITE INSPECTION. ALL ROOTS SHALL BE CUT CLEAN AND THE TREE AFFECTED MAY REQUIRE SUPPLEMENTAL IRRIGATION, FERTILIZATION, AND PRUNING AS A RESULT OF TREE PRUNING.

3. THE CONTRACTOR SHALL BE HELD LIABLE FOR ANY DAMAGE TO EXISTING STREET TREES OR EXISTING TREES ON ADJACENT PROPERTIES I.E. TRUNK WOUNDS, BROKEN LIMB, POURING OF ANY DELETERIOUS MATERIALS, OR WASHING OUT CONCRETE UNDER THE DRIP LINE OF THE TREE. DAMAGES WILL BE ASSESSED USING THE "GUIDE TO PLANT APPRAISAL" NINTH EDITION PUBLISHED BY THE ISA & PER SPEC 1530. THE PROJECT ARBORIST WILL DO THE APPRAISAL AND SUBMIT A REPORT FOR REVIEW BY THE CITY ARBORIST.

4. HAND GRUB UNDER EXISTING TREES PRIOR TO PLACING NEW MATERIAL. KEEP MULCH 12" AWAY FROM TREE TRUNKS.

5. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT IF GRADE CHANGES EXCEED 6" WITHIN 5' OF ANY EXISTING TREE TRUNK.

TREE PRESERVATION CONSTRUCTION NOTES
9"
NOTES:

1. FINISHES SHALL BE AS SPECIFIED ON PLAN.

2. INSTALL E.J. WHERE CONCRETE PAVING MEETS VERTICAL SURFACE

3. HORIZONTAL DIMENSIONS WHERE SHOWN ON PLAN ARE ROUNDED TO THE NEAREST INCH.

CONTRACTOR SHALL SPACE JOINTS EVENLY ALONG SECTIONS OF PAVING WITH SIMILAR WIDTH. 9"
EQ.

EQ.

SCORE JOINT WITH 1/4"

RADIUS TOOLED EDGE,
DEPTH TO BE 1/3 DEPTH
OF CONCRETE SLAB, TYP.
1/4" NOT TO EXCEED 8' O.C.
1/4" RADIUS TOOLED
EDGE, TYP.

TOOLED JOINT EXPANSION JOINT

EXPANSION JOINT ENLARGEMENT - NO SCALE

SILICON CAULK, COLOR

TO MATCH CONCRETE

BACKER ROD
3/8" FELT

EXPANSION

MATERIAL

PLASTIC SLEEVE

COMPACTED

SUBGRADE

SAW CUT JOINT WITH

SQUARED EDGES, DEPTH
TO BE 1/3 DEPTH OF
CONCRETE SLAB, TYP.
1/4" NOT TO EXCEED 8' O.C.

SAW CUT JOINT

COMPACTED

SUBGRADE

PEDESTRIAN CONCRETE PAVING

NOT TO SCALE
#4 SMOOTH
DOWEL

CONCRETE SECTION
4"
4"

PORTLAND
CEMENT

CONCRETE

CLASS II

AGGREGATE

COMPACTED TO
95% R.C.

COMPACTED

SUBGRADE
3/8" EXPANSTION JOINT.

NOT TO EXCEED 30' O.C.

P-3-UKI.OFF-SITE-08 1

PLASTIC CELLULAR

REINFORCEMENT
ENGINEERED FILL. REFER
TO NOTE 3. DEPTH SHALL
BE 10" FOR SOILS WITH
CBR > 4% PER

GEOTECHNICAL
RECOMMENDATIONS.

SOIL SUBGRADE

COMPACTED TO
90% R.D.

NOTES:

1. REFER TO SPECIFICATIONS FOR PLASTIC CELLULAR REINFORCEMENT PRODUCT.

2. REFER TO GEOTECHNICAL REPORT FOR ANY SOIL OR ENGINEERED BASE MODIFICATIONS PRIOR TO PREPARING BASE FOR INSTALLATION.

3. ENGINEERED BASE IS A HOMOGENOUS MIXTURE CONSISTING OF OPEN GRADED CRUSHED AGGREGATE HAVING AN AASHTO # 5 OR SIMILAR

DESIGNATION BLENDED WITH PULVERIZED TOPSOIL AND A VOID
COMPONENT GENERALLY CONTAINING AIR AND/OR WATER. THIS

HOMOGENOUS MIXTURE WILL PROMOTE VEGETATIVE GROWTH AND
PROVIDE REQUIRED STRUCTURAL SUPPORT. THE AGGREGATE PORTION SHALL HAVE A PARTICLE RANGE FROM 9.5 MM TO 25 MM (0.375 TO

1.0 IN) WITH A D50 OF 13 MM (0.5 IN). THE PERCENTAGE VOID-SPACE

OF THE AGGREGATE PORTION WHEN COMPACTED SHALL BE AT LEAST 30%. THE PULVERIZED TOPSOIL PORTION SHALL EQUAL 33% +/- OF THE

TOTAL VOLUME AND BE ADDED AND BLENDED TO PRODUCE A
HOMOGENOUS MIXTURE PRIOR TO PLACEMENT.

4. CONNECT PANELS WITH THE INTERLOCKING OFFSET TAB SO THAT ADJACENT SECTIONS HAVE HORIZONTALLY LEVEL PROFILES.

CELLULAR CONFINED GRAVEL DETAIL

NOT TO SCALE

ADJACENT

CONCRETE CURB
OR PAVING.

DECOMPOSED GRANITE
FILLED UP TO THE TOP. FINISH GRADE FLUSH
OR SLIGHTLY RECESSED.
6"
2 P-3-UKI.OFF-SITE-03
19

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 125

COURTHOUSE BOULEVARD
(C9) IR-01
(C9)
3 A2
1"
A2
A3 4.55
1"
A3
IR-02

INSTALL MAINLINE AT
BACK OF WALK, TYP. PUE, LIMIT OF OFFSITE WORK

EAST PERKINS STREET

COURTHOUSE BOULEVARD
(C22) IR-01
A4
3 A4
1" A5 2.47
1"
A5

INSTALL MAINLINE

AT BACK OF WALK,
TYP. STUB MAINLINE TO LIMITS OF WORK.

PULL (4) EXTRA VALVE WIRES & PLACE

IN WATERPROOF PULLBOX FOR FUTURE

IRRIGATION ON EAST SIDE OF
COURTHOUSE BOULEVARD.

PUE, LIMIT OF

OFFSITE WORK
NOTE: IRRIGATION FOR THE LANDSCAPING

LOCATED BETWEEN THE BACK OF WALK AND PUE

SHALL BE INSTALLED WITH THE OFFSITE

IMPROVEMENTS AS SHOWN, BUT SHALL BE

CONNECTED TO THE ONSITE POINT OF

CONNECTION 'C' AND BE CONTROLLED AND
MAINTAINED WITH THE ONSITE IMPROVEMENTS.

CODE DESCRIPTION

IRRIGATION
CONNECT TO IRRIGATION STUB FROM ONSITE IMPROVEMENTS.

ONSITE IRRIGATION POINT OF CONNECTION 'C' PER ONSITE PLANS.

IR-01
IR-02

REFERENCE NOTES SCHEDULE

CLAY STREET
FS M
A1 4
1"
A1
C
M
BF
RS
(C7)
IR-01
IR-01 IR-01
IR-01 IR-01 IR-01 IR-01 (C7) (C9) (C7) (C7)
(C6)
(C1) (C1)
IR-02

IRRIGATION POINT OF
CONNECTION 'A'. P.O.C.

EQUIPMENT SHOWN
DIAGRAMMATICALLY FOR CLARITY.

IRRIGATION CONTROLLER

TREE BUBBLERS SHOWN
DIAGRAMMATICALLY.

INSTALL IN PLANTER, TYP.

PUE, LIMIT OF

OFFSITE WORK

PUE, LIMIT OF

OFFSITE WORK

SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI
HUNTER RZWS-18-CV-SLEEVE
18" LONG RZWS WITH INSTALLED .25GPM BUBBLER, CHECK
VALVE, 1/2" SWING JOINT FOR CONNECTION TO 1/2" PIPE.

INSTALL TWO (2) PER TREE LOCATION WITH FILTER FABRIC
SLEEVE AND PER DETAIL 10, SHEET L2.3.
30 SYMBOL MANUFACTURER/MODEL/DESCRIPTION
HUNTER ICZ-101-25
DRIP CONTROL ZONE KIT. 1" ICV GLOBE VALVE WITH 1" HY100 FILTER SYSTEM. PRESSURE REGULATION: 25PSI. FLOW RANGE:
2 GPM TO 20 GPM. 150 MESH STAINLESS STEEL SCREEN.

INSTALL PER DETAIL 1, SHEET L2.4.

AREA TO RECEIVE DRIP EMITTERS

POINT SOURCE DRIP EMITTERS
INSTALL HUNTER 1/2" FEMALE THREADED EMITTERS WITH
HUNTER SCREEN-CV, AND DIFFUSER CAP AT 1 AND 5 GALLON
PLANTS PER SCHEDULE BELOW. COLOR CODED BLACK
EMITTER WITH FLOW RATE OF 1.0 GPH. RECOMMENDED
PRESSURE FROM 20-50 PSI. INSTALL WITH 1/2" MALE
ADAPTER ON IPS FLEXIBLE PVC HOSE. INSTALL PER
MANUFACTURER`S SPECIFICATIONS.
10HEB emitters (1 assigned to each 1 gal plant)
10HEB emitters (1 assigned to each 5 gal plant)

AREA TO RECEIVE DRIPLINE
HUNTER HDL-06-18-CV
HDL-06-18-CV: HUNTER DRIPLINE W/ 0.6 GPH EMITTERS AT 18" O.C. CHECK VALVE, DARK BROWN TUBING WITH GRAY
STRIPING. DRIPLINE LATERALS SPACED AT 18" APART, WITH
EMITTERS OFFSET FOR TRIANGULAR PATTERN. INSTALL 6"

BELOW SOIL FINISHED GRADE WITH BARBED FITTINGS AND
PER DETAILS ON SHEET L1.5.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION

HUNTER ICV-G
1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC REMOTE CONTROL

VALVES, GLOBE CONFIGURATION, WITH NPT THREADED
INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. INSTALL
PER DETAIL 9, SHEET L2.3.

HUNTER HQ-44RC

QUICK COUPLER VALVE, YELLOW RUBBER COVER, RED BRASS
AND STAINLESS STEEL, WITH 1" NPT INLET, 2-PIECE BODY.

INSTALL PER DETAIL 8, SHEET L2.3.

NIBCO T-113
CLASS 125 BRONZE GATE SHUT OFF VALVE WITH WHEEL

HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE
LOCATION. INSTALL PER DETAIL 6, SHEET L2.3.

BUCKNER-SUPERIOR 3100 1"

NORMALLY OPEN BRASS MASTER VALVE THAT PROVIDES DIRTY
WATER PROTECTION.

REDUCED PRESSURE BACKFLOW PREVENTER 1"
PER CIVIL PLANS. INSTALL IN INSULATED, LOCKING
ENCLOSURE.

RAIN MASTER EGP8-SPED/ EGP-ICENTRAL
RAIN MASTER EAGLE PLUS 8 STATION CONTROLLER IN
STAINLESS STEEL 14 GAUGE TOP-ENTRY PEDESTAL, ICENTRAL
CELLULAR COMMUNICATION KIT WITH 60-MONTHS OF
INCLUDED ICENTRAL SERVICE. INSTALL PER MANUFACTURER'S
SPECIFICATIONS AND DETAIL 4, SHEET L2.3.

IRRITROL RS1000
WIRELESS RAIN SENSOR. MOUNT AS NOTED OR APPROVED,
USE CONTROLLER POWER.

FLOMEC QS1-10-S-P
FLO-MEC ULTRASONIC INLINE FLOW SENSOR, SIZE 1". DETECTS FLOWS DOWN TO 0.22 GPM. INSTALL BELOW GRADE PER
DETAIL.

CAP FOR FUTURE USE
CAP THE MAINLINE FOR FUTURE USE. PULL (4) EXTRA WIRES
AND INSTALL IN PULLBOX.

WATER METER 1"
CITY STANDARD WATER METER PER CIVIL PLANS.

IRRIGATION LATERAL LINE: PVC SCHEDULE 40
IRRIGATION MAINLINE: PVC SCHEDULE 40
INSTALL BACK OF WALK, TYP.

PIPE SLEEVE: PVC SCHEDULE 40
2X LINE SIZE FOR LATERALS, CONDUITS, AND MAINLINE UNDER ALL PAVING, TYPICAL WHETHER SHOWN OR NOT. EXTEND
SLEEVES 18 INCHES BEYOND EDGES OF PAVING OR
CONSTRUCTION.

M
BF
C
RS
FS
X
X
M

IRRIGATION SCHEDULE
COPYRIGHT © BKF ENGINEERS 2025 27 JCC UKIAH COURTHOUSE PUBLIC IMPROVEMENTS COURTHOUSE BOULEVARD & EAST CLAY STREET EXTENSION CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA Plot Jan 09, 2025 at 11:11am
2034-03-L2.X-IRRG.dwg

IRRIGATION PLAN
L2.1

MATCHLINE 'B' - SEE ABOVE

MATCHLINE 'B' - SEE BELOW

MATCHLINE 'A' - SEE ABOVE

MATCHLINE 'A' - SEE BELOW LEFT
NORTH
NORTH
0 SCALE: 1" = 20'-0"
20 10 20 40

IRRIGATION PLAN - CLAY STREET
IRRIGATION PLAN - COURTHOUSE BLVD.
0 SCALE: 1" = 20'-0"
20 10 20 40
NOTE: IRRIGATION FOR THE LANDSCAPING

LOCATED BETWEEN THE BACK OF WALK AND PUE

SHALL BE INSTALLED WITH THE OFFSITE

IMPROVEMENTS AS SHOWN, BUT SHALL BE

CONNECTED TO THE ONSITE POINT OF

CONNECTION 'C' AND BE CONTROLLED AND
MAINTAINED WITH THE ONSITE IMPROVEMENTS.
20

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 126 COPYRIGHT © BKF ENGINEERS 2025 27 JCC UKIAH COURTHOUSE PUBLIC IMPROVEMENTS COURTHOUSE BOULEVARD & EAST CLAY STREET EXTENSION CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA Plot Jan 09, 2025 at 11:11am
2034-03-L2.X-IRRG.dwg

IRRIGATION NOTES & DETAILS
L2.2

1. REFER TO MANUFACTURER'S COMPLETE LIST OF AVAILABLE CONSTRUCTION DETAILS FOR SYSTEM INSTALLATION.

2. INSTALL DRIPLINE PER IRRIGATION LEGEND. INSTALL AT A UNIFORM DEPTH AND WIDTH ACCORDING TO MANUFACTURER SPECIFICATIONS.

3. LOCATE DRIPILINES PARALLEL TO THE CONTOUR OF SLOPES WHENEVER POSSIBLE.

4. USE LOCKING BARBED FITTINGS (60 PSI RATING MINIMUM) FOR ALL DRIPLINE CONNECTIONS TO ENSURE THE INTEGRITY OF THE CONNECTION, UNLESS OTHERWISE STATED.

5. PRESSURE TEST THE SYSTEM BEFORE COVERING TRENCHES & PRE-TEST FOR LEAKS PRIOR TO PLANTING.

6. ASSEMBLE & INSTALL FILTER, REMOTE CONTROL VALVE AND PRESSURE-REGULATING VALVE

ASSEMBLIES, SUPPLY HEADERS AND EXHAUST HEADERS PER MANUFACTURER DETAILS AND SPECIFICATIONS.

7. TAPE OR PLUG ALL OPEN ENDS OF DRIPLINE LATERALS WHILE INSTALLING TO PREVENT DEBRIS CONTAMINATION.

8. THOROUGHLY FLUSH SUPPLY HEADERS AND CONNECT TO DRIPLINE LATERALS WHILE FLUSHING.

9. THOROUGHLY FLUSH DRIPLINE LATERALS AND CONNECT TO EXHAUST HEADERS OR INTERCONNECTING LATERALS WHILE FLUSHING.

10. THOROUGHLY FLUSH EXHAUST HEADERS AND INSTALL LINE FLUSHING VALVES PER MANUFACTURER'S DETAILS & SPECIFICATIONS.

11. AFTER BACKFILL IS APPLIED, SYSTEM SHALL BE OPERATED UNTIL SOILS ARE EVENLY SATURATED TO ENSURE CAPILLARY ACTION IS SUPPORTED BY SOIL STRUCTURE. PROVIDE SUPPLEMENTAL OVERHEAD

IRRIGATION (TEMPORARY SYSTEM OR HAND WATERING) AS REQUIRED DURING MAINTENANCE PERIOD FOR PROPER ROOT ESTABLISHMENT.

IRRIGATION NOTES DRIPLINE INSTALLATION NOTES

1. IRRIGATION SYSTEM IS DESIGNED TO OPERATE AT -- PSI IMMEDIATELY DOWNSTREAM OF THE REMOTE CONTROL VALVE WITH A STATIC PRESSURE OF -- PSI AT THE WATER DISTRICT UTILITY MAIN. CONTRACTOR SHALL VERIFY STATIC PRESSURE AND REPORT ANY VARIANCE. IF NO REPORT IS PROVIDED, CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REDESIGN.

2. CONTRACTOR SHALL FURNISH LABOR, TOOLS, EQUIPMENT, NEW MATERIALS, TRANSPORTATION, TEMPORARY

STORAGE FACILITIES AND PERFORM OPERATIONS NECESSARY TO PROPERLY EXECUTE AND COMPLETE THIS CONTRACT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS.

3. PERFORM WORK AND INSTALL MATERIALS IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE

NATIONAL ELECTRIC CODE, THE UNIFORM PLUMBING CODE, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION,

AND OTHER APPLICABLE LAWS OR REGULATIONS INCLUDING LOCAL WATER CONSERVATION AND IRRIGATION GUIDELINES AND MANUFACTURERS INSTRUCTIONS. NOTHING IN THESE NOTES AND DRAWINGS ARE TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE DOCUMENTS OR CODES.

4. SEE DETAILS AND NOTES FOR MATERIALS AND PROCEDURES. WORK SHALL BE PERFORMED BY PERSONNEL EXPERIENCED IN IRRIGATION INSTALLATION AND UNDER THE SUPERVISION OF A SKILLED FOREMAN.

5. CONTRACTOR SHALL WARRANT THAT THE IRRIGATION SYSTEM WILL BE FREE FROM DEFECTS IN THE MATERIALS AND WORKMANSHIP FOR [ONE YEAR] AFTER FINAL ACCEPTANCE OF PROJECT, AND SHALL REPLACE ANY DEFECTIVE MATERIAL OR REDO ANY WORK AS REQUIRED AT NO ADDITIONAL COST TO THE OWNER.

6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE THEMSELVES WITH ALL GRADE DIFFERENCES, SITE

CONDITIONS, LOCATIONS OF STRUCTURES, CONDUITS, PIPE ROUTINGS, LOCATION OF HARDWARE, SPRINKLERS, EXISTING & PROPOSED UTILITIES. CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS FOR THE LOCATION OF WATER SOURCE, ELECTRICAL SOURCE, SLEEVES UNDER PAVING, ETC. NOTIFY

OWNER AND LANDSCAPE ARCHITECT TO REVIEW LAYOUT WHEN AREA GRADE DIFFERENCES OR OBSTRUCTIONS ARE NOT AS INDICATED ON DRAWINGS.

7. CONTRACTOR IS TO VERIFY LOCATION OF EXISTING UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO PERFORMING ANY EXCAVATIONS. FOR ALL IRRIGATION EQUIPMENT MODIFICATIONS, CONTRACTOR TO COORDINATE WITH OWNER REPRESENTATIVES AS NEEDED FOR MAINLINE AND WIRE LOCATIONS. ALL DISTURBED AREAS SHALL BE REPLACED IN-KIND TO ORIGINAL CONDITION.

8. EXERCISE CARE IN HANDLING, LOADING, UNLOADING, AND STORING MATERIALS. PROTECT PLASTIC PRODUCTS FROM EXCESSIVE EXPOSURE TO SUNLIGHT. REMOVE DAMAGED MATERIALS FROM THE CONSTRUCTION SITE, AND IF INSTALLED, REPLACE WITH NEW UNDAMAGED MATERIALS.

9. ALL AUTHORIZED WORK THAT IS PERFORMED WITHIN THE DRIP-LINE OF A HERITAGE TREE MUST BE DONE UNDER THE SUPERVISION OF AN ISA CERTIFIED ARBORIST. NO GRADING, STORAGE, OR DUMPING OF ANY CONSTRUCTION RELATED MATERIALS IS ALLOWED WITHIN THE TREE PROTECTION ZONE (TPZ). SEE TREE PRESERVATION CONSTRUCTION NOTES ON SHEET [L7] FOR FURTHER TREE PROTECTION NOTES.

10. PIPING LAYOUT IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS OR OUTSIDE PROPERTY LINES SHALL BE PLACED IN LANDSCAPE AREAS WITHIN THE PROPERTY LINES, UNLESS OTHERWISE NOTED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SLEEVE LOCATIONS FOR ALL PIPE CROSSINGS WHETHER OR NOT SHOWN ON PLANS.

DO NOT INSTALL PIPING UNDERNEATH TREES. KEEP PIPING TO OUTSIDE EDGE OF PLANTER.

11. CONTRACTOR IS RESPONSIBLE FOR CALLING THE LANDSCAPE ARCHITECT FOR IRRIGATION INSTALLATION INSPECTIONS.

THE CONTRACTOR SHALL CONTACT OWNER'S REPRESENTATIVE 72 HOURS IN ADVANCE TO ARRANGE FOR INSPECTIONS.

INSPECTIONS WILL NEED TO TAKE PLACE AT THE FOLLOWING POINTS DURING CONSTRUCTION:

A. IRRIGATION INSTALLATION (PRIOR TO BACKFILLING),
B. IRRIGATION MAIN LINE PRESSURE TEST CHECK,
C. UPON INSTALLATION OF PLANTING,
D. PRE- MAINTENANCE PERIOD,
E. END OF MAINTENANCE PERIOD (FINAL INSPECTION)

13. WIRE SHALL BE [12 GAUGE COMMON AND 14 GAUGE CONTROL - STANDARD CONTROLLER, 14 GAUGE TWISTED AND DOUBLE JACKETED TWO-WIRE -HUNTER TWO-WIRE, 14 GAUGE PARALLEL DOUBLE JACKED TWO WIRE CABLE - ALL OTHER CONTROLLERS]. CONTRACTOR SHALL USE SCHEDULE 40 ELECTRICAL PVC CONDUIT FOR CONTROL WIRES PASSING UNDER PAVING. CONTRACTOR SHALL SAWCUT PAVING WHERE REQUIRED AND PATCH ASPHALT OR CONCRETE AS NECESSARY AFTER BACKFILL. NON-ELECTRICAL SCHEDULE 40 SLEEVES SHALL BE SIZED TWICE THE DIAMETER OF PIPE CARRIED. CONTRACTOR IS TO INSTALL LATERALS AND/OR MAIN TO BE SLEEVED AT THE SAME TIME.

ALL MAINLINE AND CONDUIT UNDER PAVING SHALL HAVE A MINIMUM DEPTH OF 24".

14. FOR ALL LOCATIONS OF SLEEVES UNDER SIDEWALKS WITH SCHEDULE 40 SLEEVES, CONTRACTOR SHALL PRE-INSTALL LATERAL LINES AND/OR MAIN LINES WHICH ARE INDICATED ON PLAN AT TIME OF SLEEVE INSTALLATION. TEMPORARY CAPS TO BE PLACED ON ALL PRE-INSTALLED SLEEVES AND LINES.

15. TRENCHING IS TO BE OF SUFFICIENT DEPTH TO PROVIDE 18" OF COVER OVER IRRIGATION MAIN LINES AND CONTROL WIRE, AND 12" OF COVER OVER PVC LATERAL LINES AND ALL LINES UNDER PAVING SHALL BE BURIED WITH 24" OF COVER.

16. REFER TO PIPE SIZING CHART FOR SIZE OF LATERAL LINES, TYP. SIZE LATERAL LINES 3/4" MINIMUM TO REDUCE PRESSURE LOSS. DO NOT USE 1/2" PIPE.

17. AFTER PIPING IS INSTALLED, BEFORE SPRINKLER AND DRIPLINE ARE INSTALLED AND BACKFILL COMMENCES, OPEN VALVES AND FLUSH SYSTEM WITH FULL HEAD OF WATER.

18. AFTER REQUIRED TESTS AND INSPECTIONS, BACKFILL TRENCHES WITH CLEAN SOIL, FREE OF ROCKS AND RUBBISH.

COMPACT TO 85% (95% UNDER PAVING) RELATIVE COMPACTION. IF SETTLEMENT OCCURS, ADJUST PIPES, HEADS, VALVES AND SOIL TO PROPER LEVEL WITHOUT EXTRA COST TO OWNER.

19. ALL WIRE SPLICES ARE TO BE MADE WITHIN A VALVE BOX. SPLICES ARE TO BE WIRE NUTTED, SEALED, AND WATER PROOF USING '3M' SPLICE KIT NO. 054007-09053 OR 05007-09964.

20. ALL EMISSION EQUIPMENT OF THE IRRIGATION SYSTEM SHALL BE INSTALLED AND ADJUSTED TO PROVIDE ADEQUATE COVERAGE.

21. CONTRACTOR TO REPAIR OR REPLACE ANY DEFECTS IN MATERIALS OR WORKMANSHIP AND ANY SETTLING OF TRENCHES, AT CONTRACTOR'S EXPENSE.

22. PROVIDE THE FOLLOWING UPON COMPLETION OF WORK.

A. 2 SETS OF ANY SPECIAL TOOL REQUIRED FOR THE MAINTENANCE OF EACH TYPE OF COMPONENT USED IN THE SYSTEM.

B. INSTRUCTION IN OPERATION OF SYSTEM TO OWNER'S AUTHORIZED REPRESENTATIVE.

C. INDEX SHEET INDICATING THE INSTALLING COMPANY'S AND SUBCONTRACTORS NAMES, CONTACTS, ADDRESSES, AND PHONE NUMBERS.

D. LIST OF INSTALLED MATERIALS WITH NAMES, ADDRESSES AND PHONE NUMBERS OF LOCAL MANUFACTURERS AND REPRESENTATIVES.

E. COPIES OF EQUIPMENT WARRANTIES AND CERTIFICATES.

F. MANUFACTURER'S MAINTENANCE INSTRUCTIONS OF EQUIPMENT INCLUDING SPARE PARTS LISTS.

G. ACCURATE SET OF AS-BUILT DRAWINGS TO THE OWNER AND WITH THE IRRIGATION CONTROLLER.

23. IRRIGATION AUDIT IS REQUIRED PRIOR TO FINAL ACCEPTANCE AND MUST BE PREFORMED BY A THIRD PARTY (NOT BY THE LANDSCAPE CONTRACTOR OR LANDSCAPE ARCHITECT).

I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT

LANDSCAPE ORDINANCE AND APPLIED SUCH CRITERIA FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN.

WATER CONSERVATION STATEMENT

LANDSCAPE DESIGNER'S SIGNATURE DATE

GENERAL PIPE LOCATION NOTE

MAINLINE AND LATERAL LINES ARE SHOWN
DIAGRAMMATICALLY ON PLAN FOR CLARITY. INSTALL

WITHIN ADJACENT PLANTER WITH THE MINIMUM
QUANTITY OF FITTINGS AND CHANGE OF DIRECTION.

COORDINATE WITH OTHER TRADES TO AVOID CONFLICTS
WITH UTILITIES AND PAVING.

POINT OF CONNECTION NOTES
IRRIGATION DESIGN IS BASED ON A MAXIMUM DEMAND OF 12 GPM WITH A MINIMUM OPERATING PRESSURE OF 55 PSI AT THE POINT OF CONNECTION AND 30 PSI AT EACH EMISSION DEVICE. LANDSCAPE CONTRACTOR SHALL TEST AND VERIFY PRESSURE AND FLOW ON SITE PRIOR TO STARTING CONSTRUCTION. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF WATER PRESSURE DOES NOT MEET THESE MINIMUM REQUIREMENTS. IN THE EVENT THE

PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY.

WATER SUPPLY: SEE CIVIL PLANS.

METER: NEW CITY STANDARD WATER METER PER CIVIL PLANS, SIZE 1".

REDUCED PRESSURE BACKFLOW PREVENTER: SIZE 1". INSTALL IN INSULATED, LOCKING ENCLOSURE.

IRRIGATION CONTROLLER: PEDESTAL MOUNTED CONTROLLER SHALL BE PLACED NEAR IRRIGATION POINT OF CONNECTION. COORDINATE WITH OTHER TRADES FOR ELECTRICAL CONNECTION. CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CONNECTION TO ELECTRICAL AND ALL VALVES AND SENSORS. SEE IRRIGATION SCHEDULE AND DETAILS FOR MORE INFORMATION.

PIPE WIRE SCH. 40 PVC SIZE SLEEVE SIZE QTY.
1-10
11-20
41-60
21-40

SLEEVE SIZE
1-1/2"
2"
3"
4"
6"
6"
6"
4"
2-1/2"
2-1/2"
2"
1-1/2"
4"
3"
SCH. 40 PVC
2"
1-1/4"
1"
3/4"
SCHEDULE 40 PVC
3/4"
1"
1-1/4"
2"
2-1/2"
3"
SIZE MAX. GPM
6 9
100
65 50
18 PIPE SIZING CHART SLEEVING CHART

GENERAL SLEEVING NOTE
SLEEVES ARE SHOWN DIAGRAMMATICALLY. SLEEVES TO

BE INSTALLED WHERE SHOWN AS WELL AS AT ANY AREA
WHERE LATERAL OR MAINLINE PIPE CROSSES HARDSCAPE.

SLEEVES UNDER WALKWAYS ARE TO BE COORDINATED

BETWEEN LANDSCAPE CONTRACTOR AND CONCRETE
CONTRACTOR PRIOR TO INSTALLATION.

APPLICANT NAME & CONTACT INFO:

CONTACT: MICHAEL G. ENGLE (LANDSCAPE ARCHITECT)
CUNNINGHAM ENGINEERING INC.
2940 SPAFFORD STREET, SUITE 200
DAVIS, CA 95618
(530) 758-2026
OWNER'S REPRESENTATIVE NAME & CONTACT INFO:

CONTACT: ANDREW STRICKLIN

CITY OF UKIAH
300 SEMINARY AVENUE
UKIAH, CA 95482
(707) 463-6297
PROJECT ADDRESS: CLAY STREET, UKIAH, CA
TOTAL LANDSCAPED AREA: 3,625 SF
PROJECT TYPE: NEW
WATER SUPPLY TYPE: POTABLE

PROJECT INFORMATION
01/09/2025
21

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 127 COPYRIGHT © BKF ENGINEERS 2025 27 JCC UKIAH COURTHOUSE PUBLIC IMPROVEMENTS COURTHOUSE BOULEVARD & EAST CLAY STREET EXTENSION CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA Plot Jan 09, 2025 at 11:11am
2034-03-L2.X-IRRG.dwg

IRRIGATION DETAILS
L2.3

TRENCHING DETAILS

NOT TO SCALE
18"
12"
18"
2" WIDER THAN

PIPE DIAMETER

PLAN VIEW
12"
4"
2" WIDER THAN

PIPE DIAMETER
NOTE:

PROVIDE A 12" LOOP EVERY 100'

IF NOT LAID WITH MAINLINE

LATERAL
MAIN
WIRE

ALL PLASTIC PIPING TO BE

SNAKED IN TRENCHES AS
SHOWN
NOTES:

1. MAIN LINE: MIN. 18" COVER

2. LATERAL LINES: MIN. 12" COVER

3. WIRE: MIN. 18" DEPTH

4. 4" SPACING BETWEEN PIPES IN

JOINT TRENCH

PLASTIC LATERAL

LATERALS

MAIN SUPPLY WIRE
1 P-3-UKI.OFF-IRRG-01

CONDITION I CONDITION II CONDITION III

CONDITION IV CONDITION V CONDITION VI

CONDITION VII CONDITION VIII VALVE
12"
MIN.

THRUST BLOCK BEARING AREAS IN SQ. FT.

CONDITION PIPE

SIZE I II III IV V VI VII VIII VALVE
<6" 2.0 2.9 2.0 2 @ 2.0 2 @ 2.0 4 @ 1.6 2.0 2 @ 1.6 2.2 6" 4.3 4.0 4.3 2 @ 4.3 2 @ 4.3 4 @ 3.3 4.3 2 @ 3.3
NOTES:

1. AREAS ARE FOR 225 PSI AND 2,000 PSF SOIL PRESSURE WITH 2 1/2 FEET OF COVER MINIMUM.

2. THRUST BLOCK BEARING FACES SHALL BE PLACED AGAINST UNDISTURBED SOIL, APPROVED COMPACTED BACKFILL, OR CLASS 100-E-100 SLURRY.

3. THRUST BLOCKS SHALL BE CLASS 560-C-3250 CONCRETE, UNLESS SPECIFIED OTHERWISE.

4. TO FACILITATE FUTURE REMOVAL OF THRUST BLOCKS AND LINE EXTENSION USE CARDBOARD SEPARATORS BETWEEN BLOCKS, IF NEEDED.

5. AFTER INSTALLATION. RODS, NUTS, BOLTS, WASHERS, CLAMPS, AND OTHER RESTRAINING DEVICES

SHALL BE CLEANED AND THOROUGHLY COATED WITH A BITUMINOUS OR OTHER ACCEPTABLE CORROSION-RESISTANT MATERIAL.

4.3 THRUST BLOCK
NTS
2 - #4 BAR
"U" HOOPS
3 P-3-UKI.OFF-IRRG-04
NOTES:

1. CENTER BOX OVER VALVE TO FACILITATE SERVICING VALVE.

2. SET BOXES 2" ABOVE FINISH GRADE OR MULCH DEPTH (WHICHEVER IS GREATER) IN GROUNDCOVER/SHRUB AREA AND FLUSH WITH FINISH GRADE IN TURF AREA.

3. SET VALVE BOX ASSEMBLY IN GROUNDCOVER/ SHRUB AREA WHERE POSSIBLE. INSTALL IN LAWN AREA ONLY IF GROUNDCOVER/ SHRUB AREA DOES NOT EXIST ADJACENT TO LAWN.

4. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE.

5. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOX EDGES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOX SIDES.

6. VALVE BOXES SHALL HAVE BOLT DOWN LIDS WITH BOLTS INSTALLED.

VALVE BOX LAYOUT

NOT TO SCALE
12" 12" 12"
12" MIN 12" MIN

HEADER, SIDEWALK, OR

EDGE OF PAVING

RECTANGULAR

VALVE BOX

ROUND VALVE BOX

PLANTING AREA
5 P-3-UKI.OFF-IRRG-05

QUICK COUPLING VALVE

NOT TO SCALE

TOP VIEW

SIDE VIEW
NOTES:

1. TEFLON TAPE ALL THREADS.

2. NO MARLEX.

3. QUICK COUPLER LOCATED 12" FROM CONCRETE PAVING EDGE.

4. CONTRACTOR TO PROVIDE 1 ACME KEY PER EACH QUICK COUPLER 12"
3" FOR SHRUBS 1"

FOR TURF

QUICK COUPLER VALVE
SCH. 80 PVC NIPPLE (1")
(LENGTH AS REQUIRED)
SCH. 40 PVC 90° ELL (1")
SCH. 80 PVC NIPPLE(1")
(12" LONG)

PVC TEE OR ELL
PVC SCH. 40

STREET ELL
FINISH GRADE @ PLANTER

ROUND VALVE BOX WITH HEX

BOLTED LID, SIZE AS NEEDED

PVC MAIN LINE
#4 REBAR, 24" LONG MIN.

AND SS HOSE CLAMPS

CONCRETE PAVING
6" DEEP 1
2" DRAIN ROCK
BRICK
SUPPORT (3)
8 P-3-UKI.OFF-IRRG-06

MASTER VALVE AND FLOW SENSOR

NOT TO SCALE

MINIMUM UPSTREAM DISTANCE
10X FLOW SENSOR SIZE

MINIMUM

DOWNSTREAM
DISTANCE 5X FLOW

SENSOR SIZE

WATERPROOF ELECTRICAL

CONNECTORS
(DO NOT USE PRE-FILLED TYPE

CONNECTORS)
FLOW
SENSOR

BLACK WIRE HARNESS

CONTROLLER

RECTANGULAR VALVE BOX

WITH HEX BOLTED LID, SIZE

AS REQUIRED

MASTER VALVE
6" DEPTH OF 1/2"

DRAIN ROCK

IN VALVE BOXES
F.S.

SIZE
1"

1.25"

1.5 2"
3"

UPSTREAM
LENGTH
10"

12.5"
15"
20"
30"

DOWNSTREAM
LENGTH
5"

6.25"

7.5"
10"
15"

PIPE SIZING CHART
BLUE
WHITE
RED
BLACK
7 P-3-UKI.OFF-IRRG-02 4 P-3-UKI.OFF-IRRG-10

REMOTE CONTROL VALVE W/ BALL VALVE

NOT TO SCALE
NOTES:

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE
WITH MANUFACTURER'S SPECIFICATIONS.
24" COILED WIRE, MINIMUM
WATERPROOF CONNECTORS (2)

VALVE ID TAG

REMOTE CONTROL VALVE, SEE IRRIGATION

LEGEND FOR MORE INFORMATION

PVC SLIP UNIONS

PVC SLIP UNIONS
6" DEPTH OF 1
2"

DRAIN ROCK

BALL VALVE

RECTANGULAR VALVE

BOX WITH HEX

BOLTED LID, SIZE AS

REQUIRED
BRICK SUPPORTS (4)
SCH 80 T.O.E. NIPPLE

MAIN LINE PIPE &

FITTINGS
P-3-UKI.OFF-IRRG-09 9
PLAN

SECTION

DEEP ROOT WATERING SYSTEM
1" = 1"
12" +/-

PRE-ASSEMBLED DEEP ROOT WATERING

SYSTEM (INCLUDES BUBBLER AND GRATE)

FINISH GRADE

INSTALL WITH SOCK
1 2" PVC SCH 80 NIPPLE
1 2" 90-DEGREE ELBOW
12" SWING ASSEMBLY

LATERAL PIPE
4" BASKET

WEAVE CANISTER EXTENTS OF ROOT BALL
TREE
TREE STAKE (2)
1 2" MALE NPT INLET
PVC SCH 40 TEE OR EL

BUBBLER, PLACE

DIRECTLY AGAINST

ROOT BALL OF TREE

BUBBLER
10 P-3-UKI.OFF-IRRG-07
NOTES:

1. INSTALL GATE VALVES A MINIMUM OF 24" FROM STRUCTURES OR HARDSCAPE.

2. INSTALL GATE VALVES IN PLANTING BEDS WHEREVER POSSIBLE.

3. DOMESTIC GATE VALVES SHALL BE LEAD FREE ONLY.

4. VALVE SIZE SHALL BE EQUAL WITH THE MAINLINE SIZE UNLESS LABELED OTHERWISE. 18" MINIMUM PRESSURE MAIN 4" SECTION 4" CLEARANCE MINIMUM 18" MAXIMUM
1/2" IN TURF
1-1/2" SHRUB
AREAS

GATE VALVE - THREADED

NOT TO SCALE
10" ROUND CONCRETE VALVE

BOX WITH LOCKING COVER

GATE VALVE PER PLAN

FINISHED GRADE
COMMON BRICK.
(3) TOTAL
8" PVC SLEEVE
SCHEDULE 80

PVC UNION
6 P-3-UKI.OFF-IRRG-12

IRRIGATION SLEEVE

NOT TO SCALE
NOTES:

1. INSTALL SLEEVES SIDE-BY-SIDE WHEN MORE THAN ONE SLEEVE OCCURS IN THE SAME TRENCH.

2. IRRIGATION WIRES SHALL BE SLEEVED IN SEPARATE SCH. 40 PVC GRAY CONDUIT 18" MIN 18" MIN 18" MIN

HARDSCAPE

BASE ROCK OR

COMPACTED
SUBGRADE, TYP.

FINISH GRADE
MIN 2" DIAMETER

PVC MARKING
COLUMN, EACH SIDE.

HEIGHT AS REQUIRED
FOR VISIBILITY.

END OF SLEEVE TO

BE DUCT TAPED,
TYP. EACH END.

SCH 40 PVC PIPE.

SIZE PER PLANS.
2 P-3-UKI.OFF-IRRG-25

POINT SOURCE EMITTER ON FLEXIBLE PVC HOSE

NOT TO SCALE
6"
MAX
1"

EMITTER, SEE IRRIGATION

LEGEND FOR TYPE
1/2" SCH 40 PVC MALE ADAPTER

MPT X SOCKET
1/2" IPS FLEXIBLE PVC HOSE (.840
OD). LENGTH AS REQUIRED, 10' MAX.

REFER TO

IRRIGATION

TRENCHING DETAIL
1/2" SCH 40 PVC MALE ADAPTER MPT

X SOCKET
THREADED PVC SCH 40 TEE OR ELL

PVC LATERAL PIPE
NOTES:

1. EMITTER SHALL BE PER IRRIGATION LEGEND

2. EMITTER SHALL BE INSTALLED WITHIN 6" OF EDGE OF PLANT ROOT BALL WITHIN

PLANTING BASIN AND ON UP-HILL SIDE OF SLOPE

3. CONTRACTOR SHALL ONLY USE IPS WELD ON #795 SOLVENT CEMENT ON THE IPS

FLEXIBLE PVC HOSE

PLANT ROOT BALL
9 GAUGE TUBING STAKE

EARTHEN RIM PER SHRUB

PLANTING DETAIL

FINISH GRADE
MULCH
11 P-3-UKI.OFF-IRRG-26
22

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 128 COPYRIGHT © BKF ENGINEERS 2025 27 JCC UKIAH COURTHOUSE PUBLIC IMPROVEMENTS COURTHOUSE BOULEVARD & EAST CLAY STREET EXTENSION CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA Plot Jan 09, 2025 at 11:11am
2034-03-L2.X-IRRG.dwg

IRRIGATION DETAILS
L2.4

OPERATION INDICATOR

INSTALLED ON SWING
ARM

PVC LATERAL HEADER

DRIPLINE PER PLAN

SPACING PER
PLAN

SPACING PER
PLAN

BARBED DRIPLINE

FITTINGS

MANUAL FLUSH VALVE

WITHIN VALVE BOX
NOTES:

1. OPERATION INDICATOR TO BE INSTALLED AT OPTIMAL FURTHEST POINT FROM CONTROL ZONE KIT IN CLEAR VIEW WHEN POPPED UP.

2. FLUSH POINT TO BE INSTALLED AT OPTIMAL FURTHEST POINT FROM CONTROL ZONE KIT TO ALLOW FOR MAXIMUM DEBRIS FLUSH IN SYSTEM.

DRIP REMOTE

CONTROL VALVE

ASSEMBLY
314' MAX

DRIPLINE - END FEED LAYOUT
NOT TO SCALE 2 P-3-UKI.OFF-IRRG-14

OPERATION INDICATOR

NOT TO SCALE

OPERATION INDICATOR

FINISHED GRADE

ADJACENT MULCH

PVC LATERAL LINE

SWING JOINT
NOTE:

INSTALL AT FURTHEST

POINT FROM REMOTE

CONTROL VALVE
8 P-3-UKI.OFF-IRRG-15

MANUAL FLUSH VALVE

NOT TO SCALE

ROUND VALVE BOX,

SIZE AS REQUIRED
17mm BARBxBARB

SHUT OFF VALVE, PER

IRRIGATION LEGEND

BLANK TUBING
BRICK SUPPORTS (3)
3 4" GRAVEL SUMP
7 P-3-UKI.OFF-IRRG-16

SPACING

PER PLAN

DRIP REMOTE CONTROL

VALVE ASSEMBLY

BARBED DRIPLINE

FITTINGS

OPERATION INDICATOR

INSTALLED ON SWING

ARM, TYPICAL

DRIPLINE PER PLAN

SPACING

PER PLAN

MANUAL FLUSH VALVE

WITHIN VALVE BOX,

TYPICAL
NOTES:

1. OPERATION INDICATOR TO BE INSTALLED AT OPTIMAL

FURTHEST POINT FROM CONTROL ZONE KIT IN CLEAR
VIEW WHEN POPPED UP.

2. FLUSH POINT TO BE INSTALLED AT OPTIMAL FURTHEST

POINT FROM CONTROL ZONE KIT TO ALLOW FOR
MAXIMUM DEBRIS FLUSH IN SYSTEM.

DRIPLINE - CENTER FEED LAYOUT
NOT TO SCALE 3 P-3-UKI.OFF-IRRG-17

DRIPLINE - IRREGULAR PLANTING AREA

NOT TO SCALE
NOTES:

1. OPERATION INDICATOR TO BE INSTALLED AT OPTIMAL FURTHEST POINT FROM CONTROL ZONE KIT IN CLEAR VIEW WHEN POPPED UP.

2. FLUSH POINT TO BE INSTALLED AT OPTIMAL FURTHEST POINT FROM CONTROL ZONE KIT TO ALLOW FOR MAXIMUM DEBRIS FLUSH IN SYSTEM.

DRIP LINE PER PLAN

DRIP REMOTE CONTROL VALVE

ASSEMBLY PER PLAN

OPERATION INDICATOR

INSTALLED ON SWING
ARM

BARBED DRIPLINE

FITTINGS

MANUAL FLUSH

VALVE WITHIN

VALVE BOX
X"

SPACING PER
PLAN

SPACING

PER PLAN
X/2"

EDGE OF HYDROZONE
(HARDSCAPE OR PLANTING AREA)
4 P-3-UKI.OFF-IRRG-18

DRIPLINE BURIAL

NOT TO SCALE

PER LEGEND PER LEGEND
PER
LEGEND
STAKE INSTALLED 8' ON

CENTER OVER TUBING

PLANTING AREA

MULCH PER SPECS

FINISHED GRADE

TOPSOIL OR BIORETENTION TOPSOIL

NATIVE SOIL OR BIORETENTION

SOIL MEDIA

DRIP LINE TUBING,

SEE IRRIGATION LEGEND
5 P-3-UKI.OFF-IRRG-20

DRIPLINE TRANSITION

NOT TO SCALE
PER
LEGEND
12"
PER
PLAN
PLD-ELB, 17mm BARB X
BARB 90 DEGREE ELL

PLANTING AREA

MULCH PER SPECS

FINISHED GRADE PER PLANS

TOPSOIL OR BIORETENTION TOP SOIL

IN-LINE DRIP IRRIGATION, PER LEGEND

NATIVE SOIL OR BIORETENTION SOIL MEDIA
PLD-075, MIPT ADAPTER, W/
8" BLANK OF PLD TUBING

PVC LATERAL LINE

PVC SST TEE FITTING,

LATERAL
6 P-3-UKI.OFF-IRRG-19

DRIP CONTROL ZONE KIT W/ BALL VALVE

NOT TO SCALE
NOTES:

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
24" COILED WIRE
WATERPROOF CONNECTORS (2)

VALVE ID TAG

CONTROL ZONE KIT, SEE IRRIGATION

LEGEND FOR MORE INFORMATION

FINISH GRADE

TOP OF MULCH

RECTANGULAR VAVLE BOX

WITH HEX BOLTED LID, SIZE

AS REQUIRED
PVC SCH 80 T.O.E. NIPPLE

BALL VALVE

MAIN LINE PIPE & FITTINGS
BRICK SUPPORTS (4)
6" DEPTH OF 1
2" DRAIN ROCK
PVC SCH 80 SLIP UNIONS (2)

FOR SERVICING ASSEMBLY

PVC LATERAL
P-3-UKI.OFF-IRRG-22 1
23

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 129

COURTHOUSE BOULEVARD

PUE, LIMIT OF

OFFSITE WORK

J J J J
(6) ULM TRU
(2) HES YUY
(10) LAV CR3
(4) HES YUY
(2) LAV CR3
(5) WES MO2
(2) HES YUY
(2) NEP FA2
(4) BUL HA2
(3) WES MU2
(6) LAV CR3
(3) HES YUY
(1) WES MO2
(2) LAV CR3
(1) FES MA3
(1) WES MO2
(2) FES MA3
(4) LAV CR3
(6) WES MO2
(6) WES MO2 (2) HES YUY
(2) LAV CR3
(1) FES MA3
(4) WES MO2
J

J J J J J

J J J J J

J J J J J

J J J J J

J J J J J

J J J J J

J J J J J

J J J J J

J J J J J

J J J J J

J J J J J

J J J J J

J J J J J
J
J
J
J
J
J

J J J J

J J J J
J
J
J
J
J
J
J
J
J
J
J
J

J J J J J

J J J J J

J J J J J

J J J J J

J J J J J

J J J J J

J J J J J

J J J J J

J J J J J

J J J J J

J J J J J

J J J J J

J J J J J

J J J J J

J J J J J

J J J J J

J J J J J

J J J J J

J J J J J

J J J J J

J J J J J

J J J J J

J J J J J

J J J J J
J J
J J
(220) JUN PAT
(131) MUH REG

COURTHOUSE BOULEVARD

EAST PERKINS STREET

PUE, LIMIT OF

OFFSITE WORK

J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J

J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J
J
(75) JUN PAT
(8) MUH REG
(16) LOM IR2
(7) MUH REG
(4) ULM TRU
(2) ULM TRU
(34) FES MA3
(25) PER AT5
(9) WES MU2

SYMBOL CODE BOTANICAL NAME COMMON NAME CONT WATER USE HXW QTY

ACCENT TREES
NYS SYL NYSSA SYLVATICA TUPELO 15 GAL M 40`X25` 4

STREET TREES
PIS CHI PISTACIA CHINENSIS 'KEITH DAVEY' CHINESE PISTACHE* 15 GAL L 40`X35` 4 ULM TRU ULMUS PARVIFOLIA 'TRUE GREEN' TRUE GREEN LACEBARK ELM* 15 GAL L 40`X35` 12

TREE LEGEND

SYMBOL CODE BOTANICAL NAME COMMON NAME CONT WATER USE HXW QTY REMARKS

BIOFILTRATION STORMWATER PLANTERS
JUN PAT JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL L 2`X2` 295 LOM IR2 LOMANDRA LONGIFOLIA 'BREEZE' BREEZE™ MAT RUSH 5 GAL L 3`X3.5` 16 MUH REG MUHLENBERGIA CAPILLARIS `REGAL MIST` TM MUHLY 1 GAL L 2.5`X2.5` 146

ROW GARDEN
CAL MA3 CALLISTEMON VIMINALIS `BETTER JOHN` BETTER JOHN BOTTLEBRUSH 5 GAL L 3`X3` 15 POLLINATOR FES MA3 FESTUCA MAIREI ATLAS FESCUE 1 GAL L 3`X3` 160
HES YUY HESPERALOE PARVIFLORA `BRAKELIGHTS` BRAKELIGHTS RED YUCCA 5 GAL L 3`X3` 13 LAV CR3 LAVANDULA DENTATA `GOODWIN CREEK GRAY` GOODWIN CREEK GRAY LAVENDER 5 GAL L 3`X3` 26 POLLINATOR PER AT5 PEROVSKIA ATRIPLICIFOLIA RUSSIAN SAGE 5 GAL L 3`X4` 25 POLLINATOR WES MO2 WESTRINGIA FRUTICOSA `MORNING LIGHT` MORNING LIGHT COAST ROSEMARY 5 GAL L 3.5`X3.5` 28 ROW GARDEN - 12" HIGH FOLIAGE
BUL HA2 BULBINE FRUTESCENS 'HALLMARK' HALLMARK BULBINE 5 GAL L 1`X3` 4 POLLINATOR EPI CA2 EPILOBIUM CANUM 'CARMEN'S GREY' CARMEN'S GREY CALIFORNIA FUCHSIA 5 GAL L 1`X4` 6 POLLINATOR NEP FA2 NEPETA X FAASSENII 'WALKER'S LOW' CATMINT 1 GAL L 1`X2.5` 20 POLLINATOR TEU NAN TEUCRIUM CHAMAEDRYS `NANUM` CREEPING GERMANDER 1 GAL L 1`X3` 16 TUL VI4 TULBAGHIA VIOLACEA SOCIETY GARLIC 1 GAL L 2`X2` 30 WES MU2 WESTRINGIA FRUTICOSA 'WES05' MUNDI™ COAST ROSEMARY 5 GAL L 1`X5` 14

SHRUBS & GROUNDCOVERS LEGEND

CLAY STREET

PUE, LIMIT OF

OFFSITE WORK
(2) PIS CHI
(2) PIS CHI
(4) WES MO2
(10) LAV CR3(2) HES YUY
(2) LAV CR3
(4) HES YUY
(6) WES MO2
(4) FES MA3
(5) WES MO2
(9) FES MA3
(40) FES MA3 (14) FES MA3
(8) TEU NAN
(6) FES MA3
(15) CAL MA3 (4) NYS SYL
(8) TEU NAN
(6) EPI CA2
(2) WES MU2 J
J

J J J J J

J J J J J
J JJ J
(131) MUH REG
(220) JUN PAT
(36) FES MA3
(13) FES MA3
(18) NEP FA2
(30) TUL VI4
COPYRIGHT © BKF ENGINEERS 2025 27 JCC UKIAH COURTHOUSE PUBLIC IMPROVEMENTS COURTHOUSE BOULEVARD & EAST CLAY STREET EXTENSION CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA Plot Jan 09, 2025 at 11:12am
2034-03-L3.X-PLNT.dwg

PLANTING PLAN
L3.1

MATCHLINE 'B' - SEE ABOVE

MATCHLINE 'B' - SEE BELOW

MATCHLINE 'A' - SEE ABOVE

MATCHLINE 'A' - SEE BELOW LEFT
NORTH
NORTH
0 SCALE: 1" = 20'-0"
20 10 20 40

SITE LAYOUT PLAN - CLAY STREET
SITE LAYOUT PLAN - COURTHOUSE BLVD.
0 SCALE: 1" = 20'-0"
20 10 20 40
24

SECTION 4. EXAMPLE WORK PRODUCT
City of Ukiah, Central Ukiah Circulation Improvement Project | 130 COPYRIGHT © BKF ENGINEERS 2025 27 JCC UKIAH COURTHOUSE PUBLIC IMPROVEMENTS COURTHOUSE BOULEVARD & EAST CLAY STREET EXTENSION CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA Plot Jan 09, 2025 at 11:12am
2034-03-L3.X-PLNT.dwg

PLANTING NOTES & DETAILS
L3.2

SOIL ANALYSIS NOTES

TYPICAL SHRUB PLANTING

NOT TO SCALE
SET TOP OF ROOT BALL 1" ABOVE
FINISH GRADE. PROVIDE POSITIVE
DRAINAGE AWAY FROM CROWN.
3X
ROOT BALL DIA.
3" LAYER OF MULCH, HOLD BACK 4"
FROM ALL SIDES OF TRUNK.

FORM CONTINUOUS BASIN WITH 3"
CONTINUOUS RIM.

SCARIFY SIDES & BOTTOM AND
BACKFILL WITH CLEAN NATIVE SOIL.
21 GRAM AGRIFORM TABS PLANTING
TABLETS (20-10-5), PLACE 1/3 DOWN
FROM TOP OF ROOT BALL USE:
1 FOR 1 GALLON
3 FOR 5 GALLON
6 FOR 15 GALLON

SET SHRUB ON UNDISTURBED

PEDESTAL AT PROPER GRADE

UNDISTRUBED SOIL
NOTE: NO ROCKS LARGER THAN 1" ARE PERMITTED IN BACKFILL MIX. 3 P-3-UKI.OFF-PLNT-02

1. AFTER MASS GRADING IS COMPLETED AND PRIOR TO THE INITIATION OF ANY LANDSCAPE WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR

OBTAINING A SOIL FERTILITY REPORT WITH AMENDMENT RECOMMENDATIONS AND SUBMITTING THE RESULTS FOR APPROVAL TO THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE.

2. UPON RECEIPT OF APPROVED SUBMITTAL FROM THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE, ALL PLANTING AREAS SHALL BE

AMENDED PER SOIL REPORT RECOMMENDATIONS (OR AS MODIFIED BY THE LANDSCAPE ARCHITECT) PRIOR TO THE INSTALLATION OF ANY PLANTING MATERIAL.

3. CLEAN TOOLS SHALL BE USED WHEN COLLECTING SOIL SAMPLES. ALL SAMPLES TO BE TAKEN FROM A SOIL DEPTH OF 12 INCHES.

4. SOIL SAMPLES FOR THE FERTILITY ANALYSIS TO BE OBTAINED FROM THE FOLLOWING AREAS:

A. ONE SAMPLE SHALL BE TAKEN FROM A PROPOSED PLANTING AREA ON THE NORTH SIDE OF BUILDING.

B. ONE SAMPLE SHALL BE TAKEN FROM A PROPOSED PLANTING AREA ON THE EAST SIDE OF BUILDING.

C. ONE SAMPLE SHALL BE TAKEN FROM A PROPOSED TREE WELL PLANTING AREA ON CLAY STREET.

D. ONE SAMPLE SHALL BE TAKEN FROM A PROPOSED PLANTING AREA IN THE MEDIAN ON COURTHOUSE BOULEVARD.

E. ONE SAMPLE SHALL BE TAKEN FROM A PROPOSED PLANTING AREA ADJACENT THE SOUTH PARKING LOT.

ALL SAMPLES TO SHALL BE MIXED THOROUGHLY AS ONE AND SENT FOR A LANDSCAPE SOIL ANALYSIS.

5. ALONG WITH RECOMMENDATIONS, SOIL ANALYSIS SHALL INCLUDE THE FOLLOWING INFORMATION:

A. SOIL TEXTURE
B. SOIL INFILTRATION RATE
C. SOIL PH
D. TOTAL SOLUBLE SALTS
E. SODIUM
F. PERCENT OF ORGANIC MATTER

6. AFTER IRRIGATION EQUIPMENT INSTALLATION IS COMPLETED, ALL PLANTING MATERIAL SHALL BE INSTALLED PER PLANTING DETAILS.

7. ONLY ONE SOIL ANALYSIS IS REQUIRED FOR THIS PROJECT. SAMPLE AREAS IDENTIFIED ABOVE INCLUDE LANDSCAPE IMPROVEMENTS FOR BOTH ONSITE AND OFF-SITE LANDSCAPE AREAS. OFFSITE IMPROVEMENTS ARE PROVIDED UNDER A SEPARATE COVER.

8. PER LEED V4.1 SS C2, THE RESTORATION OF DISTURBED SOILS IS REQUIRED AND MAY NOT INCLUDE IMPORT SOILS FROM FARMLAND, GREENFIELD SITES, OR ANY SPHAGNUM PEAT MOSS. SEE SEPARATE LEED SOIL NOTES AND SPECIFICATIONS FOR MORE INFORMATION.

GENERAL SOIL REQUIREMENTS FOR BIDDING
A. THE FOLLOWING ORGANIC, SOIL AMENDMENTS AND FERTILIZER ARE BASED ON TYPICAL SOIL COMPOSITION AND ESTABLISH MINIMUM REQUIREMENTS. SPECIFIC AMENDMENTS AND FERTILIZER AMOUNTS WILL BE DETERMINED AFTER ROUGH GRADING OPERATIONS ARE

COMPLETE AND SOIL SAMPLES ARE TESTED BY THE CONTRACTOR AND APPROVED BY THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE. THE AMOUNTS LISTED IN THE PREPARATION SECTION ARE CONSIDERED MINIMUM AMOUNTS FOR THE PROJECT UNLESS DIRECTED OTHERWISE BY THE OWNER REPRESENTATIVE.

B. ALL MATERIALS SHALL BE OF, APPROVED AND FIRST-GRADE QUALITY WHEN INSTALLED AND ACCEPTED. ANY COMMERCIALLY PROCESSED

OR PACKAGED MATERIAL SHALL BE DELIVERED TO THE SITE IN THE ORIGINAL UNOPENED CONTAINER BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS. CONTRACTOR SHALL SUPPLY OWNER'S REPRESENTATIVE WITH A SAMPLE OF ALL SUPPLIED MATERIALS

ACCOMPANIED BY ANALYTICAL DATA FROM AN APPROVED LABORATORY SOURCE ILLUSTRATING COMPLIANCE OR BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS.

ORGANIC AMENDMENT
A. ORGANIC AMENDMENT SHALL BE NITROGEN STABILIZED WOOD RESIDUAL CONTAINING 0.56 TO 0.84 PERCENT N BASED ON DRY WEIGHT.

PARTICLE SIZE:
95 - 100 PERCENT PASSING 6.35 MM STANDARD SIEVE
80 - 100 PERCENT PASSING 2.33 MM STANDARD SIEVE
B. IRON CONTENT: MINIMUM 0.08 PERCENT DILUTE ACID SOLUBLE FE ON DRY WEIGHT BASIS.

C. ASH: 0-6.0 PERCENT (DRY WEIGHT).

SOIL AMENDMENTS
A. SOIL SULFUR: AGRICULTURAL GRADE SULFUR CONTAINING A MINIMUM OF 99 PERCENT SULFUR (EXPRESSED AS ELEMENTAL).

B. IRON SULFATE: 20 PERCENT IRON (EXPRESSED AS METALLIC IRON), DERIVED FROM FERRIC AND FERROUS SULPHATE, 10 PERCENT SULFUR (EXPRESSED AS ELEMENTAL).

C. CALCIUM CARBONATE: 95 PERCENT LIME AS DERIVED FROM OYSTER SHELLS.

D. GYPSUM: AGRICULTURAL GRADE PRODUCT CONTAINING 98 PERCENT MINIMUM CALCIUM SULPHATE.

FERTILIZER
A. THE FOLLOWING DESCRIPTIONS ARE TO BE USED FOR BIDDING PURPOSES ONLY. FINAL FERTILIZER RATES AND RATIOS WILL BE BASED ON SOILS FERTILITY REPORT.

B. PLANTING FERTILIZER: PELLETED OR GRANULAR FORM SHALL CONSIST OF THE FOLLOWING PERCENTS BY WEIGHT AND SHALL BE MIXED BY COMMERCIAL FERTILIZER SUPPLIER:
16 PERCENT NITROGEN
6 PERCENT PHOSPHORIC ACID
8 PERCENT POTASH

APPLICATION RATES
(PER 1,000 SQUARE FEET) THE FOLLOWING ORGANIC, SOIL AMENDMENTS AND FERTILIZER ESTABLISH MINIMUM REQUIREMENTS. SPECIFIC

AMENDMENTS AND FERTILIZER AMOUNTS WILL BE DETERMINED AFTER ROUGH GRADING OPERATIONS ARE COMPLETE AND SOIL SAMPLES ARE TESTED BY THE CONTRACTOR AND APPROVED BY THE OWNER'S REPRESENTATIVE. THE AMOUNTS LISTED BELOW ARE CONSIDERED MINIMUM AMOUNTS FOR THE PROJECT UNLESS DIRECTED OTHERWISE BY THE OWNER'S REPRESENTATIVE.

A. NITROGEN STABILIZED ORGANIC AMENDMENT - 6 CUBIC YARDS FOR GROUNDCOVER AND SHRUB BEDS. OWNER'S REPRESENTATIVE MAY REQUEST DELIVERY TAGS.

B. PLANTING FERTILIZER - 15 LBS.

C. GYPSUM - 200 LBS.

D. SOIL SULPHUR - 20 LBS.

E. IRON - 2 LBS.

F. CALCIUM CARBONATE - 2 LBS.
8'-0" 8'-0"
16'-0"
8'-0" TREE TRUNK

PLANTING AREA
CURB

SIDEWALK OR

OTHER HARDSCAPE LINEAR ROOT BARRIER

PANELS INSTALLED DIRECTLY

ADJACENT TO CURB

WRAP ROOT BARRIER

AROUND PLANTER WHERE

TREE OCCURS WITHIN
LESS THAN 5' OF CURB LINEAR ROOT BARRIER

PANELS INSTALLED

DIRECTLY ADJACENT TO

WALK TYPICAL PLAN VIEWS

SECTION

SIDEWALK OR OTHER

HARDSCAPE SURFACE

LINEAR ROOT BARRIER ON

ALL SIDES OF TREE THAT

ARE ADJACENT TO

HARDSCAPE

CURB AND GUTTER

PLANTING PIT

ROOT BALL

TREE STAKING PER TREE

PLANTING DETAIL

ROOT BARRIER PANELS TO BE

PLACED DIRECTLY ADJACENT

TO HARDSCAPE ELEMENT

THAT IS BEING PROTECTED

WITH VERTICAL RIBS ON TREE

SIDE OF BARRIER

TREE ROOT BARRIER
NOT TO SCALE 1 P-3-UKI.OFF-PLNT-01

PLANTING NOTES

1. WORK INCLUDES ALL LABOR, MATERIAL, EQUIPMENT AND APPLIANCES NECESSARY TO COMPLETE SOIL PREPARATION AND WEED CONTROL, FINE GRADING, PLANTING, AND MAINTENANCE PERIOD.

2. ALL WORK SHOWN ON PLANTING SHEETS SHALL BE PERFORMED PER DRAWINGS AND SPECIFICATIONS.

3. LANDSCAPE CONTRACTOR SHALL VERIFY PLANT QUANTITIES FROM LANDSCAPE PLAN. IF THERE IS A DISCREPANCY BETWEEN THE PLAN & THE LEGEND, THE PLAN SHALL GOVERN.

4. AFTER MASS GRADING, THE LANDSCAPE CONTRACTOR SHALL OBTAIN SOILS SAMPLES REPRESENTATIVE TO THE ROOTING DEPTHS OF PLANTING MATERIAL FOUND IN THESE PLANS. REFER TO SOILS ANALYSIS NOTES FOR ADDITIONAL INFORMATION.

5. NO PLANTING SHALL BE STARTED UNTIL FINE GRADING AND IRRIGATION SYSTEM HAVE BEEN COMPLETED AND RESULTS OF SOILS ANALYSIS HAVE BEEN COMPLETED AND APPROVED BY THE PROJECT REPRESENTATIVE.

6. LANDSCAPE CONTRACTOR SHALL NOTIFY THE PROJECT REPRESENTATIVE OF THE PRESENCE OF LIME TREATED SOILS WITHIN LANDSCAPE AREA. IF NO REPORT IS PROVIDED, LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO THE LANDSCAPE INSTALLATION AT NO COST TO THE OWNER. REPAIRS INCLUDE BUT IS NOT LIMITED TO

SOILS TESTING, REMOVAL AND REPLACEMENT OF CLEAN, UNTREATED SOILS, REPLACEMENT OF PLANTS AND RESTORING ANY DISTURBED UTILITIES.

7. LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN THE EVENT OF PLANT UNAVAILABILITY IMMEDIATELY AFTER BID AWARD(S). ANY SUBSTITUTIONS MUST BE REQUESTED IN WRITING AND SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL.

8. ALL PLANT MATERIAL SHALL MEET SIZE SPECIFICATIONS AS SHOWN ON THE PLANT LEGEND, AND SHALL BE CONTAINER GROWN, HEALTHY, FULL, AND SHALL BE OF THE FIRST RATE QUALITY FOR THE SPECIES. CLEARLY LABEL REPRESENTATIVES OF EACH PLANT SPECIES OR CULTIVAR WITH BOTANICAL NAME.

9. PRIOR TO PLANTING OR GRADING, ASCERTAIN THE LOCATION OF ALL UNDERGROUND UTILITY LINES. PROMPTLY BRING

ANY CONFLICT BETWEEN THE LOCATION OF UNDERGROUND LINES AND PLANT MATERIAL TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR APPROPRIATE ADJUSTMENT.

10. THE LOCATIONS OF TREES AND SHRUBS SHALL BE ADJUSTED IN THE FIELD TO ACCOMMODATE EXISTING & NEW UTILITIES, LIGHTS, SPRINKLERS, ETC. MAINTAIN 5' MINIMUM CLEARANCE BETWEEN ALL NEW TREES AND UTILITIES (EXISTING AND PROPOSED). ALL SHRUBS AT MATURITY SHALL HAVE A CLEARANCE OF THREE FEET (3') AROUND ANY ELECTRICAL BOXES, FIRE HYDRANTS, OR OTHER UTILITY BOXES.

11. ALL PLANTER AREAS SHALL BE GRADED AND PLANTED FOR POSITIVE DRAINAGE AWAY FROM STRUCTURES, WALLS & FENCES.

12. SET FINISH SOIL GRADES AS NOTED ON DETAILS FOR SHRUBS & GROUNDCOVER AREAS. AFTER PLANTING, CORRECT ANY DISTURBED GRADES AND RETURN ENTIRE AREA TO FINISH GRADE.

13. INSTALL ROOT BARRIERS IN ALL PLANTERS WHERE TREES ARE LOCATED WITHIN 8'-0" OF PAVING OR HARDSCAPE.

REFER TO DETAIL, THIS SHEET.

14. CONDUCT PLANTING OPERATIONS UNDER FAVORABLE WEATHER CONDITIONS, EXCEPT WHEN GROUND IS TOO WET, AS DETERMINED BY THE LANDSCAPE ARCHITECT.

15. THOROUGHLY WATER ALL PLANTS AT TIME OF PLANTING, TAKING CARE NOT TO COVER CROWNS OF PLANTS WITH SOIL. KEEP ROOT BALLS ADEQUATELY MOIST UNTIL TIME OF ACCEPTANCE.

16. PRE-EMERGENT WEED CONTROL TO BE APPLIED TO ALL PLANTING AREAS PRIOR TO PLANTING. CONTRACTOR SHALL APPLY AS RECOMMENDED PER MANUFACTURER'S RECOMMENDATIONS.

17. BARK MULCH SHALL BE SPREAD IN ALL PLANTER AREAS WITHIN 24 HOURS AFTER ANY PLANTING TO UNIFORMLY COVER ENTIRE PLANTING AREA. MULCH IN BIORETENTION FACILITIES AND RAIN GARDENS SHALL BE 2" DEPTH OF ORGANIC COMPOST USED AS A MULCH, AS PER THE BIORETENTION FACILITY SPECIFICATION. MULCH IN ALL OTHER LANDSCAPE AREAS SHALL BE 3" DEPTH OF WALK-ON BARK FREE OF LARGE WOODY PIECES, SOIL, SEEDS, STONES, STICKS, DEBRIS OR OTHER FOREIGN MATERIALS. CONTRACTOR SHALL SUBMIT MULCH SAMPLES FOR APPROVAL BY THE LANDSCAPE ARCHITECT.

18. PROTECT PLANTS FROM DAMAGE OF ANY KIND, INCLUDING HEAT, DESICCATION, AND MAINTAIN PLANTS IN A HEALTHY AND VIGOROUS CONDITION FROM TIME OF ARRIVAL AT SITE THROUGH FINAL ACCEPTANCE. REPLACE ALL DEAD OR

DAMAGED PLANTS AND ALL PLANTS NOT IN A VIGOROUS, THRIVING CONDITION AS DETERMINED BY THE LANDSCAPE ARCHITECT WITHOUT COST TO THE OWNER AS SOON AS SEASONAL CONDITIONS PERMIT. REPLACE WITH PLANT MATERIAL OF COMPARABLE QUALITY AND SIZE TO THAT WHICH WAS ORIGINALLY INSTALLED.

19. UPON INITIAL COMPLETION OF THE WORK, CONTACT THE LANDSCAPE ARCHITECT TO PROVIDE A PRELIMINARY REVIEW OF ALL PLANTING AND A PUNCH LIST OF INCOMPLETE OR UNSATISFACTORY ITEMS. ONLY SATISFACTORY COMPLETION

OF WORK AND PUNCH LIST ITEMS AS DETERMINED BY THE LANDSCAPE ARCHITECT SHALL ESTABLISH THE BEGINNING OF THE 90-DAY MAINTENANCE PERIOD.

20. CONTINUOUSLY MAINTAIN ALL AREAS INCLUDED IN THE CONTRACT DURING THE PROGRESS OF THE WORK, THROUGH THE 90-DAY MAINTENANCE PERIOD, AND UNTIL FINAL ACCEPTANCE OF THE WORK. WATER, PRUNE, WEED CONTROL,

CULTIVATE, MULCH, PEST CONTROL, RESET PLANTS TO PROPER GRADES OR UPRIGHT POSITION, RESTORE WATERING

BASINS, REMOVE DEBRIS AND PROVIDE ALL OTHER CARE NEEDED FOR PROPER GROWTH AND APPEARANCE OF THE PLANTS.

21. KEEP ALL WALKS, CURBS, AND GUTTERS CLEAR OF DEBRIS, MUD, DUST, AND STANDING WATER BY SWEEPING, MOPPING OR HOSING DOWN AS REQUIRED TO MAINTAIN CLEANLINESS THROUGHOUT. AT COMPLETION OF 90-DAY MAINTENANCE PERIOD, ALL AREAS INCLUDED IN THE CONTRACT SHALL BE CLEAN AND FREE OF DEBRIS AND WEEDS.

ALL PLANT MATERIALS SHALL BE LIVE, HEALTHY, AND FREE OF INFESTATION. IF ANY ITEM OR PORTION OF THE

CONTRACT WORK IS NOT ACCEPTABLE TO THE OWNER AT THE TIME OF FINAL REVIEW, MAINTAIN ALL AREAS INCLUDED

IN THE CONTRACT FOR ANY ADDITIONAL PERIOD OF TIME AS MAY BE REQUIRED TO REPAIR DEFECTIVE ITEM OR PORTION.

22. PLANT SYMBOLS AS SHOWN ON THE PLANING PLAN ARE SIZED AND SPACED BASED ON GROWTH TO MATURE SIZE.

CONTRACTOR SHALL ENSURE SPACING/OFFSETS TO OTHER SHRUBS, CONCRETE EDGES, PROPERTY LINES, ETC. ARE PER SPACING GUIDELINES SHOWN IN THE THE PLANTING LEGEND.

1. PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITY, A 6 FOOT HIGH CYCLONE FENCE, MINIMUM 4' DIA., SHALL BE INSTALLED AROUND THE TREES TO BE PRESERVED UNDER THE DIRECTION OF THE CITY ARBORIST. THE FENCING SHALL REMAIN IN PLACE FOR THE DURATION OF THE PROJECT. WITHIN THE FENCED AREA THERE SHALL BE NO GRADE CHANGES, STORAGE OF MATERIALS, TRENCHING, OR PARKING OF VEHICLES.

2. HAND DIG TRENCHES PASSING THROUGH TREE ROOT ZONES. ALL TREE ROOTS OVER 1" TO BE SAVED. ROOTS 1" OR SMALLER TO BE CLEAN CUT WITH SHARP, DISINFECTED PRUNING SHEARS. IF DURING EXCAVATION FOR THE PROJECT

ANY TREE ROOTS GREATER THAN TWO INCHES IN DIAMETER ARE ENCOUNTERED WORK SHALL STOP IMMEDIATELY UNTIL PROJECT ARBORIST CAN PERFORM AN ON-SITE INSPECTION. ALL ROOTS SHALL BE CUT CLEAN AND THE TREE AFFECTED MAY REQUIRE SUPPLEMENTAL IRRIGATION, FERTILIZATION, AND PRUNING AS A RESULT OF TREE PRUNING.

3. THE CONTRACTOR SHALL BE HELD LIABLE FOR ANY DAMAGE TO EXISTING STREET TREES OR EXISTING TREES ON ADJACENT PROPERTIES I.E. TRUNK WOUNDS, BROKEN LIMB, POURING OF ANY DELETERIOUS MATERIALS, OR WASHING OUT CONCRETE UNDER THE DRIP LINE OF THE TREE. DAMAGES WILL BE ASSESSED USING THE "GUIDE TO PLANT APPRAISAL" NINTH EDITION PUBLISHED BY THE ISA & PER SPEC 1530. THE PROJECT ARBORIST WILL DO THE APPRAISAL AND SUBMIT A REPORT FOR REVIEW BY THE CITY ARBORIST.

4. HAND GRUB UNDER EXISTING TREES PRIOR TO PLACING NEW MATERIAL. KEEP MULCH 12" AWAY FROM TREE TRUNKS.

5. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT IF GRADE CHANGES EXCEED 6" WITHIN 5' OF ANY EXISTING TREE TRUNK.

TREE PRESERVATION CONSTRUCTION NOTES
NOTE:

SEE PLANTING LEGEND FOR PLANT MATERIAL TYPE & SPACING.
'A' EQUALS THE O.C. SPACING LISTED IN THE PLANTING LEGEND.

GROUNDCOVER SPACING DIAGRAM

NOT TO SCALE
'A'
'A'/2
'A'
'A'
OFFSET ALTERNATIVE ROWS BY 'A'/2

EDGE OF PAVING MEDIAN/ CURB
4 P-3-UKI.OFF-PLNT-05

TOP OF STAKE TO
BE 4" ABOVE TIE
NOTES:

1. STAKES TO BE SET PERPENDICULAR TO PREVAILING WIND, INTO UNDISTURBED SOIL, PLACED 12" MIN FROM TREE TRUNK.

2. REMOVE NURSERY STAKE AFTER TREE IS PLANTED AND RESTAKED AND TIED (SEE ABOVE).

3. TREE TIES MADE OF FLEXIBLE MATERIAL, TIED JUST ABOVE POINT WHERE TREE BENDS NATURALLY WHEN HELD BY HAND. DO NOT ALLOW TREE TO RUB AGAINST STAKES.

4. WHEN RESTAKING TREES, DRIVE STAKES AT ANGLES SHOWN. CUT OFF (AT TOP) TO HEIGHT THAT STILL SUPPORTS TRUNK OF TREE BUT ALLOWS SOME MOVEMENT OF TOP.

5. REMOVE ALL STAKES AND TIES WHEN TREE CAN STAND BY ITSELF. 4X ROOTBALL DIA.

RUBBER OR CORDED NYLON
WEBBING TREE STRAPS (MIN.
2) ADD'L AS REQ'D.
2 UNTREATED STAKES. 2" DIA.

X 10' LONG. DRIVE MIN. 18"

INTO GROUND
SET ROOTBALL 1" ABOVE
FINISH GRADE. PROVIDE

POSITIVE DRAINAGE AWAY
FROM CROWN.
4" HIGH SOIL WATERING
BASIN.
21 GRAM AGRIFORM TABLET
(20-10-5) PLACED 1/3 DOWN
FROM TOP OF ROOT BALL.

USE:
3 FOR 5 GALLON
6 FOR 15 GALLON
10 FOR 24 INCH BOX

SET TREE ON UNDISTURBED
PEDESTAL AT PROPER GRADE.
3" LAYER OF
MULCH. KEEP 6"

AWAY FROM TREE
CROWN.

FINISH GRADE

SCARIFY SIDES/ BOTTOM

AND BACKFILL WITH
CLEAN, NATIVE SOIL.

DO NOT DRIVE STAKES
THROUGH ROOT BALL.

TYPICAL TREE PLANTING
NOT TO SCALE 2 P-3-UKI.OFF-PLNT-06

LEED PLANTING NOTES
AS REQUIRED FOR LEED V4.1, SUSTAINABLE SITES, CREDIT 2

RESTORE ALL DISTURBED OR COMPACTED SOILS THAT WILL BE REVEGETATED WITHIN THE PROJECT'S DEVELOPMENT FOOTPRINT TO MEET THE FOLLOWING REQUIREMENTS:
· SOILS (IMPORTED AND IN SITU) MUST BE REUSED FOR FUNCTIONS COMPARABLE TO THE ORIGINAL FUNCTION. · IMPORTED TOPSOILS OR SOIL BLENDS DESIGNED TO SERVE AS TOPSOIL MAY NOT INCLUDE THE FOLLOWING:
- SOILS DEFINED REGIONALLY BY THE NATURAL RESOURCES CONSERVATION SERVICE WEB SOIL SURVEY (OR LOCAL EQUIVALENT) AS PRIME FARMLAND, UNIQUE FARMLAND, OR FARMLAND OF STATEWIDE OR LOCAL IMPORTANCE; OR
- SOILS FROM OTHER GREENFIELD SITES, UNLESS THOSE SOILS ARE A BYPRODUCT OF A CONSTRUCTION PROCESS. · RESTORED SOIL MUST MEET THE CRITERIA OF REFERENCE SOILS IN CATEGORIES 1-3 AND MEET THE CRITERIA OF EITHER CATEGORY 4 OR 5:

1. ORGANIC MATTER;

2. COMPACTION;

3. INFILTRATION RATES;

4. SOIL BIOLOGICAL FUNCTION; AND

5. SOIL CHEMICAL CHARACTERISTICS.
-40% OF ANY GREENFIELD AREA OF THE SITE MUST BE PRESERVED. -15% OF THE PREVIOUSLY DISTURBED AREA MUST BE RESTORED VIA SOIL RESTORATION AND PLANTING. -A MINIMUM OF (6) SIX NATIVE/ ADAPTIVE SPECIES.
-A MINIMUM 30 SF RESERVED FOR POLLINATOR SPECIES.
25