Cities Index.
Agenda packet

Ukiah City Council
February 19, 2025

Document
Agenda packet
Meeting
February 19, 2025
Body
Ukiah City Council
Pages
511
Original file
163.3 MB
Text extracted from the city's file for reading and search. Open the original on ukiahca.api.civicclerk.com. That file is the official record.
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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/84273040775 Or you can call in using your telephone only:
• Call (toll free) 1-888-788-0099
• Enter the Access Code: 842 7304 0775
• 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.

February 19, 2025 - 5:15 PM

1. ROLL CALL

2. PLEDGE OF ALLEGIANCE

3. AB 2449 NOTIFICATIONS AND CONSIDERATIONS

4. PROCLAMATIONS/INTRODUCTIONS/PRESENTATIONS

4.a. Proclamation of the Ukiah City Council Recognizing March as Women’s History Month.

Recommended Action: Issue a Proclamation of the Ukiah City Council recognizing March as Women's History Month.

Attachments:

1. Proclamation

5. PETITIONS AND COMMUNICATIONS

6. APPROVAL OF MINUTES

6.a. Approval of the Minutes for the February 5, 2025, Regular Meeting.

Recommended Action: Approve the minutes for the February 5, 2025, Regular Meeting.

Attachments:

1. Draft Minutes

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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. Report of Disbursements for the Month of December 2024.

Recommended Action: Approve the report of disbursements for the month of December 2024.

Attachments:

1. December 2024 Summary of Disbursements

2. Account Codes for Reference

3. Object Codes for Reference

4. December 2024 Disbursement Detail

8.b. Report of Disbursements for the Month of January 2025.

Recommended Action: Approve the report of disbursements for the month of January 2025.

Attachments:

1. January 2025 Summary of Disbursements

2. Account Codes for Reference

3. Object Codes for Reference

4. January 2025 Disbursement Detail

8.c. Approval of a Budget Amendment for a Contract with Hildebrand Consulting LLC in the Amount of $20,750 for the City's Sewer Financial plan.

Recommended Action: Approve a budget amendment for a contract with Hildebrand Consulting LLC in the amount of $20,750 for the City's sewer financial plan.

Attachments:

1. Hildebrand Proposal Ukiah City 2025 Sewer Rate Financial Plan

8.d. Adoption of an Ordinance Amending Section 1001 of the Ukiah City Code, Pertaining to Membership and Appointment of the Public Spaces Commission.

Recommended Action: Adopt an Ordinance amending Section 1001 of the Ukiah City Code, pertaining to the membership and appointment of the Public Spaces Commission.

Attachments:

1. Public Spaces Commission Ordinance Amendment

8.e. Authorization for the City Manager to Negotiate and Execute a Contract with Rincon Consultants, Inc., for the Purpose of Providing California Environmental Quality Act (CEQA) Professional Consulting Services Pertaining to the City's 2025 Annexation Application; and Approval of Corresponding Budget Amendment.

Recommended Action: Authorize the City Manager to negotiate and execute a contract with Rincon Consultants, Inc., for the purpose of providing CEQA professional consulting services pertaining to the City's 2025 Annexation Application; and approve the corresponding budget amendment.

Attachments:

1. 2025 Fee Schedule

8.f. Approval of Notice of Completion for Ghilotti Construction Company for the Downtown Streetscape Project - Phase II and Direct the City Clerk to File the Notice of Completion with the County Recorder.

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Recommended Action: Approve of Notice of Completion for Ghilotti Construction Company for the Downtown Streetscape Project - Phase II and Direct the City Clerk to File the Notice of Completion with the County Recorder.

Attachments:

1. Ukiah Streetscape Ph II_100% Plans_2023 02-22

2. Notice-of-Completion

8.g. Approval of Contract Amendment with JM Integration in the Amount of $119,394 for SCADA System Upgrade at the Water Treatment Plant, and Approve Corresponding Budget Amendment
Recommended Action: Approve of contract amendment in the amount of $$119,394 for SCADA System Upgrade at the Water Treatment Plant, and approve corresponding budget amendment.

Attachments:

1. February 3, 2021, Staff Report

2. June 21, 2023, Staff Report with Change Order

3. Proposed Change Order

8.h. Report to City Council Regarding Paramedic Training at Pelham Paramedic School and the Associated Expenses of $42,600.

Recommended Action: Receive report.

Attachments: None

8.i. Consider Approval to Recruit for a Parks and Streets Operations Superintendent Position.

Recommended Action: 1) Approve a new job classification for a combined Parks and Streets Operations Superintendent.
2) Approve Staff to initiate a recruitment for the new Parks and Streets Operations Superintendent position.

Attachments:

1. Parks Streets Operations Superintendent

8.j. Consideration of Adoption of Resolution to Remove Approximately 80 Lineal Feet of On-Street Parking on the East Side of Hospital Drive to Facilite the Installation of a Public Transportation Bus Stop.

Recommended Action: Adopt resolution to approximately 80 lineal feet of on-street parking on the east side of Hospital Drive.

Attachments:

1. Resolution

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. Adoption of Resolution Adopting Fire Impact Fees on Behalf of the Ukiah Valley Fire District.

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Recommended Action: Adopt resolution adopting Fire Impact Fees on behalf of the Ukiah Valley Fire District.

Attachments:

1. Ukiah Valley Fire Authority Nexus Study

2. UVFA Fire Impact Fee Program Overview v1.1

3. CC Resolution Adopting Fire District Impact Fees

4. Fee Comparison

12.b. Introduction by Title Only of an Ordinance Modifying Ukiah City Code to Preserve and Strengthen Agricultural Uses In and Around Ukiah Consistent with the Ukiah 2040 General Plan.

Recommended Action: Introduce by title only an Ordinance modifying Ukiah City Code to preserve and strengthen agricultural uses in and around Ukiah consistent with the Ukiah 2040 General Plan.

Attachments:

1. City of Ukiah Agriculture Element

2. Mendocino County Zoning Regulations

3. Planning Commission Signed Resolution

4. Proposed Ordinance Amendment - Clean

5. Ukiah Valley - Agriculture Maps

6. CEQA Guidelines Section 15183 Findings of Consistency

13. UNFINISHED BUSINESS

13.a. Receive 2024 Annual Report on Code Enforcement Activities.

Recommended Action: Receive the 2024 annual report on Code Enforcement activities and provide direction to Staff as necessary.

Attachments:

1. 2024 Code Enforcement Annual Report

14. NEW BUSINESS

14.a. 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. 2025 City Council Special Assignments and 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 (4 cases)

15.b. 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.c. 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

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15.d. Conference with Legal Counsel – Existing Litigation (Government Code Section 54956.9(d)(1))
Name of case: Russian River Keepers et al. v. City of Ukiah, Case No. SCUK-CVPT-20-74612

15.e. CONFERENCE INVOLVING A JOINT POWERS AGENCY (Inland Water and Power Commission)
City representative on IWPC Board (Mari Rodin)
Discussion will concern: (Conference with Real Property Negotiators (Gov’t Code §54956.8) Property: PG&E Potter Valley Project;
Agency Negotiators: Scott Shapiro, Janet Pauli.

Negotiating Parties: IWPC and PG&E
Under Negotiation: Price and Terms)
Recommended Action:

Attachments: None

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

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.

Kristine Lawler, CMC/CPMC
Dated: 2/14/25

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Agenda Item No: a.

MEETING DATE/TIME: 2/19/2025

ITEM NO: 2025-168

AGENDA SUMMARY REPORT
SUBJECT: Adoption and Ratification of a Resolution Proclaiming a Local Emergency Due to Ongoing Atmospheric Rivers Causing Damage to Public Infrastructure DEPARTMENT: City Manager /
Admin PREPARED BY: Traci Boyl, City Manager's Office Senior Analyst PRESENTER: Traci Boyl, Emergency Manager
ATTACHMENTS:

1. Exhibit A

2. Resolution 2025 - Ratify Proclamation.dotx
Summary: Council will consider adoption and ratification of a resolution declaring a local emergency related to ongoing atmospheric rivers causing damage to public infrastructure.

Background: On February 4, 2025, the City of Ukiah experienced another Atmospheric River event which caused localized flooding within the city and surrounding community. The City took action to prepare for and respond to the storm, including, monitoring streets and clearing out storm drains, repositioning public safety resources, as necessary, providing public communication, and attending Mendocino County's operational call.

Although the storm was short-lived, it brought significant heavy rain to already saturated soil and as the weather cleared and City Staff assessed public infrastructure for damages, significant damage was discovered due to a slide near the Pressure Zone 1 - North (PZ1-N) above the City's golf course which required emergency repair to avoid additional damages to the tank. Additional damage was found to culverts and roads in the Western Hills property due to a significant slide in that area. However, due to the ongoing storms causing the roads to be impassible, staff have had difficulty accessing the site, and any emergency repair work cannot be assessed or performed until the roads dry out and access is restored.

Discussion: On February 10, 2025, the City's Office of Emergency Management completed a preliminary damage assessment, reported the damage to the Mendocino County Office of Emergency Services, and requested financial assistance. While the County did not experience significant damage from the storm, the County confirmed that the City's reported damage meets the State's threshold for requesting financial support.

As a result, City Staff recommend adopting and ratifying the proclamation declaring a local emergency.

Ukiah City Code Section 5125 (Ordinance No. 995, Section 1) empowers the Director of Emergency Services to proclaim the existence or threatened existence of a local emergency when said city is affected or likely to be affected by a public calamity. The City Manager, Director of Emergency Services proclaimed a local emergency on February 19, 2025, by issuance of Resolution (Exhibit A).

Declaring a local emergency allows the City to pursue State and Federal assistance, including reimbursement for eligible emergency response costs under the California Disaster Assistance Act and potential Federal Emergency Management Agency (FEMA) assistance if a federal disaster is declared. Therefore, City Staff recommends that the City Council adopts a Resolution (Attachment 1) declaring a local emergency related to the ongoing atmospheric rivers which caused damage to public infrastructure; and authorize the City Manager to sign any associated documents that may arise.

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Recommended Action: Council to consider adopting and ratifying a resolution proclaiming a local emergency related to ongoing atmospheric rivers which caused damage to public infrastructure, and authorize the City Manager to sign any associated documents that may arise.

BUDGET AMENDMENT REQUIRED:

CURRENT BUDGET AMOUNT:

PROPOSED BUDGET AMOUNT:

FINANCING SOURCE:

REVENUE: Yes / No GRANT: Yes / No
PREVIOUS CONTRACT/PURCHASE ORDER NO.:

COORDINATED WITH:

STRATEGIC PLAN (SP):

CLIMATE INITIATIVES (CI):

GENERAL PLAN ELEMENTS (GP):

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RESOLUTION NO. 2025-XX

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF UKIAH RATIFYING FEBRUARY 19, 2025 PROCLAMATION OF A LOCAL EMERGENCY
WHEREAS:

1. On February 19, 2025, under the authority in Ukiah City Code Section 5125 (Ordinance No. 995,§1), the Director of Emergency Services proclaimed the existence of a local emergency as a result of conditions created by ongoing Atmospheric Rivers affecting the City of Ukiah (“City”) beginning February 5th, and conditions still exists. A true and correct copy of the Resolution Proclaiming Existence of a Local Emergency is attached hereto as Exhibit A and incorporated herein by this reference; and

2. While heavy rainfall has stopped, soils are saturated, and heavy run-off continues threatening additional damage to PZ1-N water tank and the newly acquired Western Hills road system, all of which threaten to continue or create local emergency conditions; and

3. The City Council has reviewed Exhibit A and concurs with the findings in the Proclamation; and

4. The City Council will review this declaration at its next regular meeting, occurring not more than 14 days from the date the Resolution Proclaiming Existence of a Local Emergency is ratified by this resolution;
NOW, THEREFORE, BE IT RESOLVED that the City Council hereby ratifies the proclamation of a “local emergency” by the Director of Emergency Services and proclaims and orders that said local emergency shall be deemed to continue to exist until its termination is proclaimed by the City Council. The City Council shall review the need for continuing the local emergency at least once every 14 days until its termination is proclaimed by the City Council.

BE IT FURTHER RESOLVED that the City Council hereby proclaims and orders that during the existence of a local emergency, the powers, functions, and duties of the Director of Emergency Services and the emergency organization of the City shall be those prescribed by (1) state law, (2) City ordinances and resolutions adopted by the City Council and (3) the City Operational Area Emergency Plan, as approved by the City Council.

BE IT FURTHER RESOLVED that a copy of this declaration shall be forwarded to the County of Mendocino Office of Emergency Services (OES) with a request that OES forward the Resolution to California Office of Emergency Services for concurrence of a local emergency.

PASSED AND ADOPTED this 19th day of February, 2025, by the following roll call vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
________________________________
Douglas F. Crane, Mayor
ATTEST:
______________________________
Kristine Lawler, City Clerk
__________________________

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ATTEST:
____________________
Kristine Lawler, City Clerk

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Agenda Item No: b.

MEETING DATE/TIME: 2/19/2025

ITEM NO: 2025-169

AGENDA SUMMARY REPORT
SUBJECT: Adopt Resolution Approving Award of Contract to Diamond D Construction, LLC in the Amount of $30,042.00 for the Emergency Repair of the Western Hills Mudslide at the City Water Tank (Pressure Zone 1- North, or PZ1-N) and Approval of Corresponding Budget Amendment, if Necessary.

DEPARTMENT: Water Resources PREPARED BY: Shannon Riley, Deputy City Manager PRESENTER: Sage Sangiacomo, City Manager
ATTACHMENTS:

1. Diamond D Estimate for PZ1

2. Purchae Order for Diamond D Slide

3. Resolution- Western Hills Water Slide Emergency Work Summary: Council will consider Adopting a Resolution approving an award of contract to Diamond D Construction for the emergency repair of the Western Hills mudslide at the City water tank and approval of corresponding budget amendment, if necessary.

Background: During the major rain event on February 4-5, a mudslide occurred in the western hills, settling at the base of a City water tank referred to at Pressure Zone 1-North (PZ1-N). Due to the muddy conditions, slope of the hillside, and specialized nature of the repairs, City crews determined that a professional contractor would be required to perform the work. Additionally, significant rain was forecast for the following days, causing concern that the water tank and hillside would potentially be compromised if emergency repairs did not commence immediately.

Discussion: Staff worked with the Procurement Department to assess availability and obtain proposals from local contractors. Diamond D Construction was available to begin immediately and was determined to be qualified to do the work. (See Attachment 1 for the proposal and Attachment 2 for the Purchase Order.) The proposal includes an additional quote for work that will help prevent additional slides in the future. The necessity for that work is still being evaluated.

Staff is recommending the adoption of a Resolution (Attachment 3) in order to execute an emergency contract to Diamond D Construction in the amount of $30,042 for this work and approval of corresponding budget amendment in the amount of $196,507 which includes a 10 percent construction contingency.

Recommended Action: Adopt Resolution approving award of contract to Diamon D Construction in the amount of $30,042 for the emergency repair of the Western Hills mudslide at the City water tank PZI-N and approval of corresponding budget amendment, if necessary.

BUDGET AMENDMENT REQUIRED: TBD
CURRENT BUDGET AMOUNT:

PROPOSED BUDGET AMOUNT:

FINANCING SOURCE: Water Fund; 82027113-80230-18234
PREVIOUS CONTRACT/PURCHASE ORDER NO.: PO 48757-00
COORDINATED WITH: Sage Sangiacomo, City Manager; Sean White, Water Resources Director

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Attachment 1

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1 Attachment #3
RESOLUTION NO. 2025-

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF UKIAH APPROVING PURSUANT TO PUBLIC CONTRACT CODE SECTION 22050 THE EMERGENCY PROCUREMENT WITHOUT

PUBLIC BIDDING OF CONSTRUCTION SERVICES TO REPAIR THE MUDSLIDE AT THE CITY WATER TANK (PZ1) IN THE WESTERN HILLS
WHEREAS:

1. During a winter storm event on about February 5, 2025, a portion of the hillside in the Western Hills slid out, settling against the City water tank referred to as PZ1, or Pressure Zone 1; and

2. Concerned about possible damage to the City water tank, both from this slide and the possibility of future slides, City Staff determined that emergency repairs were required; and

3. With damage caused to public property; and

4. Under Public Contract Code Section 22050(a)(1) in the case of an emergency, the City, pursuant to a four-fifths vote of the City Council, may repair or replace a public facility and procure the necessary equipment, services, and supplies for those purposes, without giving notice for bids to let contracts; and

5. Under Public Contract Code Section 22050(a)(2) before the City Council takes such action, it must make a finding, based on substantial evidence set forth in the minutes of its meeting, that the emergency will not permit a delay resulting from a competitive solicitation for bids, and that the action is necessary to respond to the emergency;
NOW, THEREFORE, BE IT RESOLVED that:

1. Based on the foregoing recitals and information, the City Council finds that an emergency condition exists that must be repaired to avoid public health hazards that could result, if the repair work was put out for competitive bids in compliance with the procedures required by the Uniform Construction Cost Accounting Act.

2. The City Council authorizes the procurement of construction services to repair the mudslide in the Western Hills and damaged public without providing notice inviting bids.

3. The City Council authorizes the City Procurement Officer to contract with Diamond DConstruction to repair the mudslide in the Western Hills in the amount of $30,042.

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2 4. Awarding a contract to repair the water main and damaged public and private property is categorically exempt from environmental review under the California Environmental Quality Act as a Class 2 categorical exemption, because it involves the replacement or reconstruction of existing utility systems and/or facilities involving negligible or no expansion of capacity. (14 CCR §15302.)

5. The emergency action taken by this resolution shall terminate upon the City Council’s approval of a certificate of completion for the mudslide and public property repair work.

PASSED AND ADOPTED this 19th day of February, 2025, by the following roll call vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

Douglas F. Crane, Mayor
ATTEST:

Kristine Lawler, City Clerk

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Page 1 of 1 ends

Agenda Item No: 4.a.

MEETING DATE/TIME: 2/19/2025

ITEM NO: 2025-144

AGENDA SUMMARY REPORT
SUBJECT: Proclamation of the Ukiah City Council Recognizing March as Women’s History Month.

DEPARTMENT: City Manager /
Admin PREPARED BY: Araceli Sandoval, Deputy City Clerk
PRESENTER: Susan Sher, Councilmember
ATTACHMENTS:

1. Proclamation
Summary: Council to issue a proclamation recognizing March as Women's History Month.

Background: The City celebrates and honors women and their contributions to our community annually during the month of March. In March of 1983, the first Women's History Gala Celebration in Mendocino County was held at Anderson Valley High School. Thereafter, each year (with the exception of 2021 due to COVID19), the event has been held in the City of Ukiah, with the March 2nd celebration marking its 41st anniversary.

Discussion: At the February 19, 2025, Regular Meeting, the City Council will issue a Proclamation (Attachment 1) recognizing March as Women's History Month. In addition to the proclamation, the Mendocino Women's Political Coalition (MWPC) and the Ukiah chapter of the American Association of University Women (AAUW) will present the 41st Annual Women's History Gala Celebration scheduled to take place at the SPACE Theater on March 2, 2025, at 12:00 p.m.

Recommended Action: Issue a Proclamation of the Ukiah City Council recognizing March as Women's History Month.

BUDGET AMENDMENT REQUIRED: N/A
CURRENT BUDGET AMOUNT: N/A
PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: N/A
PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: Vice Mayor Sher
STRATEGIC PLAN: SP 3C - Instill diversity, equity, and inclusion as essential core elements of policymaking, accountability, and delivery of City services.

CLIMATE INITIATIVES (CI): N/A
GENERAL PLAN ELEMENTS (GP): N/A

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March 2025 as “Women’s History Month” and the 41st Annual Women’s History Gala Celebration in the City of Ukiah
Whereas, in March 1983 the first Women’s History Gala Celebration in Mendocino County was held at the Anderson Valley High School. Thereafter, each year it has been held in the City of Ukiah with the March 2nd Celebration marking its 41st anniversary; and
Whereas, the Mendocino Women’s Political Coalition (MWPC) presents the Women’s History Gala Celebration with our local chapter of the American Association of University Women (AAUW); and
Whereas, the aforementioned women’s organizations continue to work to increase and acknowledge the roles of women at all levels of community and public service, and to become knowledgeable about issues that affect women’s equality and to foster networks that extend and expand the creative, social, and political strength of women; and
Whereas, promoting and celebrating the equality and achievements of all women continue to be at the core of this 2025 celebration of Women’s History; the tradition of the annual Women’s History Gala Celebration is to recognize and honor particular women who exemplify each year’s designated theme for contributions in their communities through their fields of work; and
Whereas, on Sunday, March 2, 2025, the public is invited to attend the 41st Annual Women’s History Gala Celebration at 12:00 p.m., at the SPACE Theater. Local women to be honored embody this year’s theme of “Moving Forward Together! Women Who Educate & Inspire”. The theme recognizes women throughout the country who understand that, for a positive future, we need to eliminate bias and discrimination entirely from our lives and institutions.

Therefore be it resolved, that the Ukiah City Council hereby joins other communities in the nation in proclaiming the month of March to be Women’s History Month and to recognize and celebrate the:
41st Anniversary of the Women’s History Gala Celebration on March 2, 2025.

Signed and sealed, this 19th day of February
in the year Two Thousand and Twenty-Five.
____________________________
Douglas F. Crane, Mayor
Attachment 1

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AGENDA ITEM 6a

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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/81910428121 February 5, 2025
5:15 p.m.

1. ROLL CALL
Ukiah City Council met at a Regular Meeting on February 5, 2025, having been legally noticed on January 31, 2025. The meeting was held in person and virtually at the following link:
https://us06web.zoom.us/j/81910428121. Mayor Crane called the meeting to order at 5:17 p.m. Roll was taken with the following Councilmembers Present: Mari Rodin, Heather Criss, Juan V. Orozco, Susan Sher, and Douglas, F. Crane. Staff Present: Shannon Riley, Deputy City Manager; David Rapport, City Attorney; and Araceli Sandoval, Deputy City Clerk.

MAYOR CRANE PRESIDING.

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

3. AB 2449 NOTIFICATIONS AND CONSIDERATIONS

4. PROCLAMATIONS/INTRODUCTIONS/PRESENTATIONS
a. A Proclamation Recognizing Billy "Bill" Beard and Dedicating a Memorial Bench in his Honor.

Presenter: Mayor Crane
No public comment was received.

Proclamation was received by Joyce Beard.
b. Proclamation Recognizing February as Black History Month in the City of Ukiah.

Presenter: Councilmember Orozco
Public Comment: Troyle Tognoli and Sage Wolf.

Proclamation was received by Charlotte Lemons, Redwood Community Services.

5. PETITIONS AND COMMUNICATIONS
Deputy City Clerk, Araceli Sandoval, stated that all communications had been distributed.

6. APPROVAL OF MINUTES
a. Approval of the Minutes for the January 15, 2025, Regular Meeting.

Motion/Second: Rodin/Orozco to approve Minutes of January 15, 2025, a regular meeting, with modifications. Motion carried by the following roll call votes: AYES: Rodin, Criss, Orozco, Sher, and Crane. NOES: None. ABSENT: None. ABSTAIN: None.

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City Council Minutes for February 5, 2025, Continued:

Page 2 of 5 ends

7. RIGHT TO APPEAL DECISION

8. CONSENT CALENDAR
a. Approval of a Six (6) Year Agreement (PO No. 48763) with Stryker Corporation for ProCare Preventive Maintenance and Repair for a Total Cost of $92,962.80 plus tax – Fire. b. Approve the Purchase of Cisco Meraki Cameras from Rhino Networks in the Amount of $182,273.29 and Approve Corresponding Budget Amendment – Information Services – Pulled from Agenda by Staff.
c. Approval of Purchase (PO No. 48758) of One 2025 Ford F-150 Lightning Pro Series Crew Cab for the Amount of $60,964.56, Utilizing Awarded Funds from State Community Development Block Grant #21-CDBG-NH-20004, and Approval of Corresponding Budget Amendment – Community Development.
d. Approval of Contract Amendment (1516-143-A8) with Ukiah Waste Solutions for Biosolids Removal at the Wastewater Treatment Plant – Public Works.
e. Adoption of an Ordinance Amending the City Code Provisions Regarding Enforcement of Business License Regulations – Community Development.

ORDINANCE NO. 1251
ORDINANCE OF THE CITY COUNCIL OF THE CITY OF UKIAH AMENDING ARTICLE 6, CHAPTER 1, DIVISION 2 OF THE CITY CODE TO DELEGATE AUTHORITY TO THE CITY’S CODE ENFORCEMENT DEPARTMENT TO ENFORCE VIOLATIONS OF THE CITY’S BUSINESS LICENSE REGULATIONS.
f. Approve Amended Scope of Work in Pioneer Law Group Retainer Agreement (1920-260-A2) and Approve Corresponding Budget Amendment – City Attorney. g. Approval of Notice of Completion for AFM Environmental, Inc. for Hazardous Material Removal Demolition at 501 South State Street, Specification No. 24-06, and Approve Final Payment of the 5% Retention to AFM Environmental, Inc. – Community Development. h. Consideration of Adoption of Resolution (2025-03) Appointing Elizabeth Kirsch to the Diversity and Equity Standing Committee – City Clerk.
i. Approval of Budget Transfer from Supplemental Law Enforcement Services Fund for the Acquisition of RIMS Computer-Aided Dispatch and Records Management Software – Finance.

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

ABSENT: None. ABSTAIN: None.

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

10. COUNCIL REPORTS
Presenter: Councilmember Sher; Mayor Crane; Councilmember Rodin.

11. CITY MANAGER/CITY CLERK REPORTS
Presenters:

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City Council Minutes for February 5, 2025, Continued:

Page 3 of 5 ends

• Construction Update – Tim Eriksen, Public Works Director / City Engineer. • Sustainable Communities Grant Update – Andrea Trincado, Management Analyst II. • Inclement Weather Update – Shannon Riley, Deputy City Manager.

12. PUBLIC HEARINGS (5:30 PM)

13. UNFINISHED BUSINESS
a. Consider Adoption of Resolution Adopting a 2025 Advocacy Platform to Serve as Guidelines for Local, State, and Federal Legislative Matters.

Presenter: Shannon Riley, Deputy City Manager.

No public comment was received.

Motion/Second: Sher/Criss to adopt resolution (2025-04) adopting a 2025 Advocacy Platform to serve as guidelines for local, state, and federal legislative, administrative, regulatory and court matters as modified. Motion carried by the following roll call votes: AYES: Rodin, Criss, Orozco, Sher, and Crane. NOES: None. ABSENT: None. ABSTAIN: None.

14. NEW BUSINESS
a. Council will Consider Approving the Public Spaces Commission 2025 Community Outreach Plan.

Presenter: Jake Burgess, Community Services Supervisor.

No public comment was received.

Motion/Second: Rodin/Sher to approve the Public Spaces Commission 2025 Community Outreach Plan. Motion carried by the following roll call votes: AYES: Rodin, Criss, Orozco, Sher, and Crane.

NOES: None. ABSENT: None. ABSTAIN: None.
b. Discussion and Possible Introduction by Title Only of an Ordinance Amending Section 1001 of the Ukiah City Code, Pertaining to Membership and Appointment of the Public Spaces Commission.

Presenters: Darcy Vaughn, Assistant City Attorney and Jake Burgess, Community Services Supervisor.

No public comment was received.

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

None. ABSTAIN: None.

Deputy City Clerk, Araceli Sandoval, read the following ordinance title into the record:

ORDINANCE OF THE CITY COUNCIL OF THE CITY OF UKIAH AMENDING SECTION 1001 OF THE CITY CODE REGARDING MEMBERSHIP OF THE PUBLIC SPACES COMMISSION.

Motion/Second: Sher/Orozco to introduce the Ordinance amending Section 1001 of the Ukiah City Code, pertaining to the membership and appointment of the Public Spaces Commission. Motion carried by the following roll call votes: AYES: Rodin, Criss, Orozco, Sher, and Crane. NOES: None.

ABSENT: None. ABSTAIN: None.

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City Council Minutes for February 5, 2025, Continued:

Page 4 of 5 ends

c. Approval of Ukiah Valley Basin Groundwater Sustainability Agency (UVBGSA) Professional Services Agreement with City of Ukiah to Perform Administrative Services.

Presenters: Sean White, Water Resources Director and Blake Adams, Chief Resiliency Officer.

No public comment was received.

Motion/Second: Rodin/Sher to approve Ukiah Valley Basin Groundwater Sustainability Agency (UVBGSA) professional services agreement (2425-181) with City of Ukiah to perform administrative services. Motion carried by the following roll call votes: AYES: Rodin, Criss, Orozco, Sher, and Crane. NOES: None. ABSENT: None. ABSTAIN: None.
d. Receive Updates on City Council Committee and Ad Hoc Assignments and, if Necessary, Consider Modifications to Assignments and/or the Creation/Elimination of Ad hoc(s).

Presenters: Councilmember Sher and Shannon Riley, Deputy City Manager No public comment was received.

Motion/Second: Rodin/Sher to appoint Councilmember Rodin as alternate for the Mendocino Transit Authority (MTA) Board of Directors; Councilmember Criss as primary and Councilmember Rodin as alternate for the Mendocino County 2nd District Liaison; and Councilmember Criss as primary and Administrative Lieutenant Brazill as alternate for the Mendocino Youth Project JPA Board of Directors. Motion carried by the following roll call votes: AYES: Rodin, Criss, Orozco, Sher, and Crane. NOES: None. ABSENT: None. ABSTAIN: None.

Note: Special Assignments list with new modifications is attached.

THE CITY COUNCIL ADJOURNED TO CLOSED SESSION AT 6:31 P.M.

15. CLOSED SESSION
a. Conference with Legal Counsel – Anticipated Litigation (Government Code Section 54956.9(d)(4))
Initiation of litigation (4 cases)
b. Conference with Legal Council - Anticipated Litigation Government Code Section 54956.9(d)(2)
Significant exposure to litigation (1 case)
c. Conference with Legal Counsel – Existing Litigation
(Government Code Section 54956.9(d)(1))
Name of case: Vichy Springs Resort v. City of Ukiah, Et Al; Case No. SCUK-CVPT-2018-70200 d. Conference with Legal Counsel – Existing Litigation
(Government Code Section 54956.9(d)(1))
Name of case: Vichy Springs Resort, Inc v. City of Ukiah, et al.; Case No. 24-cv-07106-JSC e. Conference with Legal Counsel – Existing Litigation
(Government Code Section 54956.9(d)(1))
Name of case: Russian River Keepers et al. v. City of Ukiah, Case No. SCUK-CVPT-20-74612 f. CONFERENCE INVOLVING A JOINT POWERS AGENCY (Inland Water and Power Commission)
City representative on IWPC Board (Mari Rodin)

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City Council Minutes for February 5, 2025, Continued:

Page 5 of 5 ends

Discussion will concern: (Conference with Real Property Negotiators (Gov’t Code §54956.8) Property: PG&E Potter Valley Project;
Agency Negotiators: Scott Shapiro, Janet Pauli.

Negotiating Parties: IWPC and PG&E
Under Negotiation: Price and Terms)
g. Conference with Labor Negotiator (54957.6)
Agency Representative: Sage Sangiacomo, City Manager
Employee Organizations: All Bargaining Units
No action reported; direction provided to Staff.

16. ADJOURNMENT
There being no further business, the meeting adjourned at 8:44 p.m. ________________________________
Araceli Sandoval, Deputy City Clerk

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Page 1 of 2 ends

Agenda Item No: 8.a.

MEETING DATE/TIME: 2/19/2025

ITEM NO: 2022-1479

AGENDA SUMMARY REPORT
SUBJECT: Report of Disbursements for the Month of December 2024.

DEPARTMENT: Finance PREPARED BY: MaryJo Reynolds
PRESENTER: Consent Calendar
ATTACHMENTS:

1. December 2024 Summary of Disbursements

2. Account Codes for Reference

3. Object Codes for Reference

4. December 2024 Disbursement Detail
Summary: The Council will review and consider approval of the report of disbursements for the month of December 2024.

Background: Payments made during the month of December 2024 are summarized in the Report of Disbursements. Further detail is supplied on the Schedule of Bills, representing the four (4) individual payment cycles within the month.

Accounts Payable Check Numbers (City & UVFA): 3060567-3060686; 3060687-3060792; 3060793-3060874 Accounts Payable Wire Transfers:130
Payroll Check Numbers: 516768-516839; 516840-516911
Payroll Manual Check Numbers: NA
Direct Deposit Numbers: 133023-133359; 133360-133680
Manual Direct Deposit Numbers: NA
Void Check Numbers: 3060672
Void Direct Deposit Numbers: N/A
Discussion: This report is submitted in accordance with Ukiah City Code Division 1, Chapter 7, Article 1.

Attachment #1: December 2024 Summary of Disbursements
Attachment #2: Account Codes for Reference
Attachment #3: Object Codes for Reference
Attachment #4: December 2024 Disbursement Detail

Recommended Action: Approve the report of disbursements for the month of December 2024.

BUDGET AMENDMENT REQUIRED: N/A
CURRENT BUDGET AMOUNT: N/A

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Page 2 of 2 ends

PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: N/A
PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: N/A
DIVERSITY-EQUITY INITIATIVES (DEI): N/A
CLIMATE INITIATIVES (CI): N/A
GENERAL PLAN ELEMENTS (GP): N/A

Page 27 of 511 ends

Attachment 1
FUNDS:
100 General Fund $150,410.98 700 Sanitary Disposal Site Fund $94,185.81 101 GF-(Sub-Fund) Visit Ukiah 701 Landfill Corrective Fund 105 GF-(Sub-Fund) Fire Authority $49,975.60 702 Disposal Closure Reserve Fund 106 USDA Forest Serv CWDG $464,169.87 704 Post Closure Fund - Solid Waste 110 Special General Fund 710 Ambulance Services Fund $32,915.91 120 Streets Capital Improvement 720 Golf Fund $23,306.90 130 Gov'tl Debt SVC/Reserve Fund 730 Confernence Center Fund $8,010.48 131 Debt Service Reserve 2022 LRB 750 Visit Ukiah
200 City Adminstrative Services $155,740.43 777 Airport Fund $29,377.67 201 Worker's Comp Fund $688.46 778 Airport Capital Improvement Fund 202 Liability Fund 779 Special Aviation Fund
203 Garage Fund $14,934.38 800 Electric Fund $1,046,735.45 204 Purchasing Fund $350.42 801 Electric Capital Reserve Fund $3,795.00 205 Billing & Collections Fund $4,135.26 803 Lake Mendocino Bond Reserve 206 Public Safety Dispatch Fund $2,091.17 805 Street Lighting Fund $9,073.95 207 Payroll Posting Fund $399,064.30 806 Public Benefits Fund $4,111.99 208 Building Maintenance/Corp Yard Fund $26,508.70 807 Cap and Trade $488.85 209 IT Fund $38,611.97 820 Water Fund $133,892.26
220 Equipment Reserve Fund 821 Water Capital Reserve Fund $22,054.25 249 City Housing Bond Proceeds 822 Water Capital Improvement Fund $14,988.94 250 Special Revenue Fund 830 Recycled Water Fund $2,478,611.31 251 Special Projects Reserve Fund 840 City/District Sewer Fund $365,411.41 252 Streets/ROW Improvement Fund $220,471.93 841 Sewer Contruction Fund 253 CITY PROP 172 $19,441.08 843 Sewer Capital Fund
300 Park Development Fund 900 Special Deposit Trust $15,745.65 301 Anton Stadium Fund 901 General Service (Accts Recv) $867.00 302 Observatory Park Fund 902 U.S.W. Billing & Collection $7,176.89 303 Playground & Park Amenities Fund 903 Public Safety - AB 109 $0.00 304 Swimming Pool Fund 905 Federal Emergency Shelter Grant 305 Riverside Park Fund 905 Mendocino Emergency Service Authority 306 Skate Park Fund 911 Russian River Watershed Association 308 Opioid Settlement Fund 915 UVFD $184.72
310 Museum Grants $0.00 916 UVFD PROP 172
311 Alex Rorbaugh Recreation Center Fund $4,468.27 917 UVFD Measure B 312 Downtown Business Improvement Fund 918 UVFD Mitigation 313 LMIHF Housing Asset Fund 920 MSWMA Operations $78,938.89 314 Winter Special Events $22,264.78 940 Sanitation District Special Fund 315 Advanced Planning Fund 942 Rate Stabilization - UVSD Fund 316 SPECIAL RECREATION EVENTS $2,833.96 943 Sanitation District Capital Improvement Fund 500 2106 Gas Tax Fund $21,375.00 952 REDIP Sewer Enterprise Fund 501 2107 Gas Tax Fund 960 Community Redevelopment Agency 503 2105 Gas Tax Fund 961 RDA Housing Pass-Through
505 Signalization Fund 962 Redevelopment Housing Fund
506 Bridge Fund 963 Housing Debt
507 1998 STIP Augmentation Fund 964 RDA Capital Pass-Through 508 SB325 Reimbursement Fund 965 Redevelopment Capital Improvement Fund 509 S.T.P. Fund 966 Redevelopment Debt Service
510 Trans-Traffic Congest Relief Fund 967 Housing Bond Proceeds 511 Rail Trail Fund 968 Non-Housing Bond Proceeds
600 Community Development Block Grant 969 RDA Obligation Retirement Fund 601 EDBG 94-333 Revolving Loan 844/944 Sewer Capital Projects Fund $452,428.00 602 Community Development Fund
603 08-HOME-4688
604 CDBG Grant 09-STBG-6417
605 11-HOME-7654 Fund $0.00
606 CDBG Grant 10-EDEF-7261
607 Prop 84 Grant Fund
609 13-CDBG-8940 Retainage Withheld $76,069.05
610 City RDA Projects Fund 611 CDBG 16-CDBG-11147
613 Home Program Activities
620 CASP Train
630 Asset Seizure Fund $400.00
631 Asset Seizure Fund (Drug/Alcohol)
633 H & S Education 11489(B)(2)(A1)
634 Federal Asset Seizure Grants
635 SUP Law Enforcement Service Fund
636 CBTHP Officer
637 Local Law Enforcement Block Grant
638 Asset Forfeiture 11470.2 H & S
639 Special Revenue - Police
640 Parking District Fund $572.78
670 Federal American Rescue Fund
691 Museum Fund
695 Transfer Station Fund
696 Solid Waste Mitigation Fund $348.13
TOTAL DEMAND PAYMENTS- A/P CHECKS $6,497,227.85
PAYROLL CHECK NUMBERS: 516768-516839 TOTAL DEMAND PAYMENTS- EFT's $0.00 DIRECT DEPOSIT NUMBERS: 133023-133359 TOTAL PAYROLL CHECKS & DIRECT DEPOSITS $1,485,133.71 PAYROLL PERIOD: 11/24-12/07/24 TOTAL PAYROLL EFT's (TAXES, PERS, VENDORS) $847,349.81 PAYROLL CHECK NUMBERS:516840-516911 * vendor name( if applicable) DIRECT DEPOSIT NUMBERS: 133360-133680
PAYROLL PERIOD: 12/08-21/24
PAYROLL CHECK NUMBERS:

DIRECT DEPOST NUMBERS:

PAYROLL PERIOD:

TOTAL PAYMENTS $8,829,711.37
VOID CHECK NUMBERS:
3060672
WIRE TRANSFER NUMBERS:
130

CERTIFICATION OF CITY CLERK
This register of Payroll and Demand Payments was duly approved by the City Council on ____________________.

City Clerk

CERTIFICATION OF DIRECTOR OF FINANCE
APPROVAL OF CITY MANAGER I have audited this Register and approve for accuracy I have examined this Register and approve same. and available funds. ________________________________________________
____________________________________________ Director of Finance City Manager
MANUAL CHECK NUMBERS: NA

CITY OF UKIAH

REPORT OF DISBURSEMENTS

REGISTER OF PAYROLL AND DEMAND PAYMENTS
FOR THE MONTH OF DECEMBER 2024

Page 28 of 511 ends

Account Code Summary Attachment 2
10000000 GENERAL FUND 20012300 COMMUNITY OUTREACH/PUBLIC INFO 10017200 SUCCESSOR AGENCY 20012500 CITY CLERK
10020000 POLICE - GEN FUND 20012600 ECONOMIC DEVELOPMENT 10020210 POLICE PATROL 20012800 EMERGENCY MANAGEMENT
10020214 POLICE VOLUNTEERS 20013210 ACCOUNTS PAYABLE
10020216 COPS GRANT 20013220 PAYROLL
10020217 POLICE ANIMAL CONTROL 20013400 ACCOUNTING
10020218 POLICE CSO 20013401 BUDGET MANAGEMENT
10020220 CODE ENFORCEMENT 20014000 CITY ATTORNEY
10020224 MAJOR CRIMES TASK FORCE 20015100 CITY TREASURER 10021210 CITY FIRE 20016100 HUMAN RESOURCES
10022100 PARKS 20023510 HOUSING GRANTS
10022300 AQUATICS 20023520 NON-HOUSING GRANTS
10022700 MUSEUM - GEN FUND 20100000 WORKER'S COMP FUND
10022810 RECREATION ADMINISTRATION 20116220 WORKERS COMPENSATION 10022821 ADULT BASKETBALL 20200000 LIABILITY FUND
10022822 ADULT SOFTBALL 20216200 RISK MANAGEMENT
10022824 CO-ED VOLLEYBALL 20300000 GARAGE FUND
10022831 YOUTH BASKETBALL 20324100 GARAGE
10022832 YOUTH SOFTBALL 20324110 FLEET MAINTENANCE
10022840 DAY CAMP 20400000 PURCHASING FUND
10022850 CLASSES & CLINICS 20413500 PURCHASING
10022860 SPECIAL ACTIVITIES 20413510 CAPITAL ASSET MANAGEMENT 10022900 COMM SVCS SPECIAL SERVICES 20413520 GRANTS AND SPECIAL PROJECTS 10023100 PLANNING SERVICES 20414000 LEGAL SERVICES/EXPENSES 10023110 CURRENT PLANNING 20500000 BILLING AND COLLECTION FUND 10023300 BUILDING INSPECTION 20513300 UTILITY BILLING
10023320 BUILDING INSPECTION 20513380 METERING-ELECTRIC 10023411 CDBG GENERAL ADMIN 20513382 METERING-WATER
10024200 ENGINEERING/STREETS 20600000 PUBLIC SAFETY DISPATCH FUND 10024210 ENGINEERING 20620231 POLICE UKIAH DISPATCH
10024214 TRAFFIC SIGNAL OPERATIONS 20620232 POLICE FT BRAGG DISPATCH 10024224 STORM WATER 20700000 PAYROLL POSTING FUND
10024310 CORP YARD MAINTENANCE 20800000 BUILDING & MAINTENANCE 10024620 STREETS 20822500 BUILDING & MAINTENANCE
10100000 GF- (SUB-FUND) VISIT UKIAH 20824300 BLDG MAINT CORP YARD 10112700 GF-(SUB-FUND) VISIT UKIAH 20900000 IT FUND
10500000 MEASURE S GENERAL FUND 20913900 INFORMATION TECHNOLOGY 10521210 FIRE AUTHORITY 22000000 FIXED ASSET FUND
12000000 STREET REHABILITATION 25100000 SPECIAL PROJECTS RESERVE FUND 12024200 PUBLIC WORKS ENGINEERING 25200000 STREETS/ROW IMPROVEMENT FUND 13000000 GOV'TL DEBT SVC/RESERVE FUND 25224220 STREETS/ROW IMPROVEMENT FUND 13100000 DEBT SERVICE RESERVE 2022 LRB 25300000 PROP 172 FUND 20000000 CITY ADMINISTRATIVE SERVICES 25321210 CITY FIRE 20010000 CITY COUNCIL 30000000 PARK DEVELOPMENT FEES FUND 20012100 CITY MANAGER 30022200 PARK DEVELOPMENT
20012200 ADMINISTRATIVE SUPPORT 30100000 ANTON STADIUM FUND

Page 29 of 511 ends

Account Code Summary Attachment 2
30200000 OBSERVATORY PARK FUND 63500000 SUP.LAW ENFORCE.SVC.FD(SLESF) 30300000 PLAYGROUND & PARK AMENITIES FU 63520210 SLESF
30322230 PLAYGROUND AND PARK AMENITIES 63600000 CBTHP OFFICER 30400000 SWIMMING POOL FUND 63620210 CBTHP OFFICER
30522250 RIVERSIDE PARK 63800000 ASSET FORFEITURE 11470.2 H&S F 30600000 SKATE PARK FUND 63820210 ASSET FORFEITURE 11470 EXPENDI 30700000 SOFTBALL COMPLEX FUND 63900000 SPECIAL REVENUE POLICE 31100000 ARRC GENERAL OPERATING FUND 64000000 PKG. DIST. #1 OPER & MAINT FUN 31122000 ARRC 64012600 ECONOMIC DEVELOPMENT
31200000 DOWNTOWN BUSINESS IMPROVEMENT 64020213 POLICE PARKING ENFORCEMENT 31212600 ECONOMIC DEVELOPMENT 67000000 FEDERAL AMERICAN RESCUE FUNDS 31300000 LMIHF HOUSING ASSET FUND 69500000 TRANSFER STATION 31323400 HOUSING 69624000 SOLID WASTE MITIGATION FUND
31323431 LMI GENERAL ADMIN 70000000 SANITARY DISPOSAL SITE FUND 31500000 ADVANCED PLANNING FUND 70024500 LANDFILL 700
31523100 COMMUNITY PLANNING 70124500 LANDFILL CORRECTIVE 31600000 SPECIAL RECREATION EVENTS 70200000 DISPOSAL CLOSURE RESERVE FUND 31622861 SPECIAL RECREATION EVENTS 70224500 LANDFILL CLOSURE 50000000 GAS TAX FUND 70400000 POST CLOSURE FUND-SOLID WASTE 50024214 TRAFFIC SIGNAL OPERATIONS 71000000 AMBULANCE SERVICES FUND 50500000 SIGNALIZATION FUND 71021100 AMBULANCE SERVICES 50800000 SB325 REIMBURSEMENT FUND 72000000 GOLF FUND
50824210 SB325 ENGINEERING 72022400 GOLF
50900000 S.T.P. 73000000 CONFERENCE CENTER FUND
50924210 STP ENGINEERING 73022600 CONFERENCE CENTER
51100000 RAIL TRAIL FUND 77700000 AIRPORT FUND
51124210 Rail Trail 77714000 CITY ATTORNEY
60000000 COMM. DEVELOPMT. BLOCK GRANT F 77725200 AIRPORT OPERATIONS 60023411 CDBG GENERAL ADMIN 77800000 AIRPORT CAPITAL IMPROVEMENT FU 60023412 CDBG ACTIVITY DELIVERY 77825200 AIRPORT CAPITAL 61100000 CDBG 16-CDBG-11147 77900000 SPECIAL AVIATION FUND 61112600 CDBG ECONOMIC DEVELOPMENT 77925200 AIRPORT SPECIAL 61123410 16-CDBG-11147 80000000 ELECTRIC FUND
61123411 CDBG GENERAL ADMIN 80014000 CITY ATTORNEY
61200000 FUND 612 UNASSIGNED 80026110 ELECTRIC OVERHEAD 61223400 HOME CDD HOUSING 80026120 ELECTRIC UNDERGROUND 61223422 HOME ACTIVITY DELIVERY 80026200 TELEMETRY & CALIBRATION 61323400 HOME HOUSING ACTIVITIES 80026210 SUBSTATION
61323421 HOME GENERAL ADMIN 80026220 HYDROELECTRIC PLANT 62000000 CASP CERTIF & TRAINING 80026400 ELECTRIC ADMINISTRATION 62023320 CASP CERTIF & TRAINING 80026440 POWER PURCHASES 63000000 ASSET SEIZURE FUND 80100000 ELECTRIC CAPITAL RESERVE FUND 63020210 ASSET SEIZURE EXPENDITURE 80126100 ELECTRIC CIP 63300000 H&S EDUCATION 11489(B)(2)(A1) 80126220 HYDROELECTRIC PLANT 63320210 H&S ASSET SEIZURE EXPENDITURE 80500000 STREET LIGHTING FUND 63400000 FEDERAL ASSET SEIZURE GRANTS F 80526150 STREET LIGHTING 63420250 FED ASSET SEIZURE EXPENDITURE 80600000 PUBLIC BENEFITS CHARGES FUND

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Account Code Summary Attachment 2
80626450 PUBLIC BENEFITS
80700000 ELECTRIC CAP AND TRADE FUND
80800000 ELECTRIC LOW CARBON FUEL STDS
80826100 ELECTRIC LOW CARBON FUEL STDS
82000000 WATER FUND
82027110 WATER
82027111 PROD OPERATIONS & MAINTENANCE
82027114 DISTRIB OPERATIONS & MAINT
82100000 WATER CAPITAL RESERVE FUND
82200000 WATER CONNECTION FEE FUND
82227113 WATER DISTRIBUTION CAPITAL
83000000 RECYCLED WATER
83027330 RECYCLED WATER
84000000 CITY/DIST. SEWER OPERATING FUN
84027220 WASTE WATER
84027221 CITY WASTE O & M
84027225 WASTE TREATMENT O & M
84100000 SEWER BOND DEBT SERVICE FUND
84127226 WASTEWATER TREATMENT CAPITAL
84200000 RATE STABILIZATION-CITY FUND
84300000 CONNECTION FEE SEWER FUND (CAP
84400000 CITY SEWER CAPITAL PROJECTS FU
84427221 CITY WASTEWATER O&M 844
84427222 CITY WASTE CAPITAL
90000000 SPECIAL DEPOSIT TRUST FUND
91500000 UKIAH VALLEY FIRE DEPARTMENT
91521400 UVFD FIRE ADMINISTRATION
91600000 UVFD PROP 172
91621400 UVFD PROP 172
91700000 UVFD MEASURE B UNASSIGNED
91721400 UVFD FIRE
91800000 UVFD MITIGATION FEES
91821400 UVFD MITIGATION
96900000 REDEVELOPMENT OBLIGATION RETIR
96917200 SUCCESSOR AGENCY
96995669 969 - RDA OBLIGATION RETIREMEN

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51211 PERS UNFUNDED LIABILITY 54101 POSTAGE
51220 INSURANCE 54102 SMALL TOOLS
51230 WORKERS COMP 54103 LAB SUPPLIES
51240 MEDICARE 54106 SPECIALTY SUPPLIES
51260 FICA 54107 EMS SUPPLIES
51270 UNIFORM ALLOWANCE 54120 PW - SPECIAL SUPPLIES
51290 CELL PHONE STIPEND 54121 PW - ASPHALT CONCRETE
52100 CONTRACTUAL SERVICES 54122 PW - AGGREGATE BASE
52110 AMBULANCE BILLING 54124 PW - CONCRETE/SUPPLIES
52111 DEFIBRILLATOR MAINTENANCE 54125 PW - TRAFFIC PAINT 52112 M. S. OVERSIGHT 54126 PW-PREMARKS
52113 PLANNING STUDIES 54127 PW - SIGN POSTS/SHEETING
52114 COMPLIANCE STUDIES 54128 PW - COLD PATCH MATERIAL 52130 EDUCATIONAL & MARKETING MATL'S 54129 PW - TACK OIL 52131 ASSISTANCE TO SENIORS 54130 PW - SAFETY
52133 MONTHLY DISCOUNT PROGRAM 54131 PW - BARRICADES & CONES 52134 GENERAL ADMIN 54161 BACKGROUND & PHYSICALS
52135 ENERGY CONSERVATION PROGRAM 54162 ADVERTISING
52137 PUBLIC BENEFITS PROGRAM MGMT 54163 INTERVIEW SUPPLIES 52139 RESEARCH DEVELOPMENT & DEMO 54165 NEW EMPLOYEE FINGERPRINT 52150 LEGAL SERVICES/EXPENSES 54166 DOT TESTING PROGRAM 52151 EMPLOYEE BENEFIT ADMIN FEES 54167 EMPLOYEE DEVELOPMENT 52155 ACTIVITY DELIVERY 54169 LIVESCAN
52180 SECURITY SERVICES 54201 PRISONER EXPENSE
52181 VOLUNTEER EXPENSES 54202 MAJOR CRIME INVESTIGATIONS 52301 PROPERTY TAX ADMIN FEE 54203 RECRUITMENT
52304 LAFCO FEES AND PROP TAX EXP 54320 SOFTWARE
52500 TRUSTEE FEES 54330 COMPUTER AND TECHNOLOGY
52510 ADVERTISING & PROMOTION 54500 EQUIP RENTS AND LEASES 52515 ADVERTISING & PUBLICATION 54700 FINES & PENALTIES 52521 LIABILITY INSURANCE PREMIUM 55100 TELEPHONE
52522 LIABILITY & PROPERTY DEDUCT 55200 PG&E
52524 PROPERTY INSURANCE PREMIUM 55210 UTILITIES
52525 WORKER'S COMP. EXPENSE 56100 VEHICLE & EQUIPMENT MAINT. & R 52526 REMIF ASSESSMENT PAYMENTS 56112 EQUIPMENT PARTS FOR RESALE 52527 A.D.P. PREMIUM & DEDUCTIBLE 56120 EQUIPMENT MAINTENANCE & REPAIR 52528 LIABILITY INSURANCE 56125 LAB EQUIP-REPAIR & MAINT. 52529 EARTHQUAKE & FLOOD (DIC) 56130 EXTERNAL SERVICES
52532 SAFETY & TRAINING SUPPORT 56210 FUEL & FLUIDS
52533 UVFA RETIREE HEALTH INS 56300 BUILDING MAINT. & REPAIR 52600 RENT 56410 EQUIPMENT RENTAL - PRIVATE
52601 DATA STORAGE & CONNECTIVITY 56504 FACILITY MAINTENANCE & REPAIR 52602 RENTAL OF CITY PROPERTY 56600 AIRFIELD MAINTENANCE & REPAIR 52841 SUCCESSOR AGENCY ADMIN 57100 LEARNING AND DEVELOPMENT 53000 LAWSUIT SETTLEMENT 57101 CONF & TRAINING-AQUATICS 54100 SUPPLIES 57300 MEMBERSHIPS & SUBSCRIPTIONS
Object Code Summary Attachment 3

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58101 NCPA PLANT GENERATION
58102 NCPA POWER PURCHASES
58103 NCPA TRANSMISSION
58104 NCPA MANAGEMENT SERVICES
58105 NCPA THIRD PARTY SALES
58202 CHEMICALS
58401 AVIATION FUEL
58410 GARAGE LUBRICANTS & PARTS
58510 REIMBURSABLE JOBS
59100 PROPERTY TAXES PAID
59101 FEES
59102 FRANCHISE FEES
59105 CONTRIBUTIONS TO OTHER AGENCY
59106 SENIOR TRASH SUBSIDY
59108 BANK FEES
59400 OTHER EXPENSES
59500 LOANS ISSUED
59502 SCHOLARSHIPS
61200 PURCHASING ALLOCATION
61300 BILLING & COLLECTION ALLOCATIO
61410 RENT ALLOCATION
61420 BUILDING MAINTENANCE ALLOCATIO
61422 IT ALLOCATION
61430 CORP YARD ALLOCATION
61500 INSURANCE ALLOCATION
61600 GARAGE ALLOCATION
61700 DISPATCH
62100 ADMIN & OVERHEAD ALLOCATION
63000 INTERFUND SERVICES USED
70101 LOAN PAYMENTS MADE
70102 BOND INTEREST EXPENSE
70103 LOAN INTEREST
70201 LOAN PRINCIPAL PAYMENTS
70202 BOND PRINCIPAL PAYMENTS
74500 CAPITAL LEASE PRINCIPAL
74501 CAPITAL LEASE INTEREST
80100 MACHINERY & EQUIPMENT
80210 LAND ACQUISITION
80220 BUILDING IMPROVEMENTS
80230 INFRASTRUCTURE
90100 LOAN PROCEEDS
90101 LOAN PAYMENT RECEIVED

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#
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Description
Invoice
Amt
Account Detail and Allocation Detail
The following list of bills payable was reviewed and approved for payment.

Signature
List of Checks Presented for Approval on 12/6/2024
Attachment 4

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Account Detail and Allocation Detail
The following list of bills payable was reviewed and approved for payment.

Signature
List of Checks Presented for Approval on
12/13/2024

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Vendor
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Account Detail and Allocation Detail
The following list of bills payable was reviewed and approved for payment.

Signature
List of Checks Presented for Approval on
12/20/2024

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Page 1 of 2 ends

Agenda Item No: 8.b.

MEETING DATE/TIME: 2/19/2025

ITEM NO: 2022-1479

AGENDA SUMMARY REPORT
SUBJECT: Report of Disbursements for the Month of January 2025.

DEPARTMENT: Finance PREPARED BY: MaryJo Reynolds
PRESENTER: Consent Calendar
ATTACHMENTS:

1. January 2025 Summary of Disbursements

2. Account Codes for Reference

3. Object Codes for Reference

4. January 2025 Disbursement Detail
Summary: The Council will review and consider approval of the report of disbursements for the month of January 2025.

Background: Payments made during the month of January 2025 are summarized in the Report of Disbursements. Further detail is supplied on the Schedule of Bills, representing the four (4) individual payment cycles within the month.

Accounts Payable Check Numbers (City & UVFA): 3060875-3060988; 3060989-3061080; 3061081-3061186; 3061187-3061283; 3061284-3061385
Accounts Payable Wire Transfers:131
Payroll Check Numbers: 516912-516956; 516957-517054
Payroll Manual Check Numbers: 516912, 516913
Direct Deposit Numbers:133681-133948; 133949-134296
Manual Direct Deposit Numbers: NA
Void Check Numbers: 3053666, 3060227
Void Direct Deposit Numbers: N/A
Discussion: This report is submitted in accordance with Ukiah City Code Division 1, Chapter 7, Article 1.

Attachment #1: January 2025 Summary of Disbursements
Attachment #2: Account Codes for Reference
Attachment #3: Object Codes for Reference
Attachment #4: January 2025 Disbursement Detail

Recommended Action: Approve the report of disbursements for the month of January 2025.

BUDGET AMENDMENT REQUIRED: N/A

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Page 2 of 2 ends

CURRENT BUDGET AMOUNT: N/A
PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: N/A
PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: N/A
DIVERSITY-EQUITY INITIATIVES (DEI): N/A
CLIMATE INITIATIVES (CI): N/A
GENERAL PLAN ELEMENTS (GP): N/A

Page 90 of 511 ends

Attachment 1
FUNDS:
100 General Fund $354,419.68 700 Sanitary Disposal Site Fund $26,562.57 101 GF-(Sub-Fund) Visit Ukiah $237.42 701 Landfill Corrective Fund 105 GF-(Sub-Fund) Fire Authority $132,688.86 702 Disposal Closure Reserve Fund $47,045.50 106 USDA Forest Serv CWDG $2,481.67 704 Post Closure Fund - Solid Waste 110 Special General Fund 710 Ambulance Services Fund $158,548.95 120 Streets Capital Improvement $18,966.67 720 Golf Fund $1,849.07 130 Gov'tl Debt SVC/Reserve Fund $1,375.00 730 Confernence Center Fund $11,324.07 131 Debt Service Reserve 2022 LRB 750 Visit Ukiah
200 City Adminstrative Services $114,515.34 777 Airport Fund $61,546.26 201 Worker's Comp Fund 778 Airport Capital Improvement Fund $41,875.89 202 Liability Fund 779 Special Aviation Fund $14,374.17 203 Garage Fund $12,178.81 800 Electric Fund $857,454.25 204 Purchasing Fund $2,747.47 801 Electric Capital Reserve Fund $316,242.25 205 Billing & Collections Fund $85,160.20 803 Lake Mendocino Bond Reserve 206 Public Safety Dispatch Fund $8,629.40 805 Street Lighting Fund $9,073.95 207 Payroll Posting Fund $391,195.02 806 Public Benefits Fund $13,502.75 208 Building Maintenance/Corp Yard Fund $36,569.21 807 Cap and Trade $458.45 209 IT Fund $111,096.32 820 Water Fund $294,726.09
220 Equipment Reserve Fund 821 Water Capital Reserve Fund $297,204.19 249 City Housing Bond Proceeds 822 Water Capital Improvement Fund $7,191.40 250 Special Revenue Fund 830 Recycled Water Fund $1,541,723.78 251 Special Projects Reserve Fund $19,599.50 840 City/District Sewer Fund $328,866.86 252 Streets/ROW Improvement Fund $157,823.67 841 Sewer Contruction Fund 253 CITY PROP 172 843 Sewer Capital Fund
300 Park Development Fund 900 Special Deposit Trust $7,607.66 301 Anton Stadium Fund 901 General Service (Accts Recv) $781.63 302 Observatory Park Fund 902 U.S.W. Billing & Collection $133,756.89 303 Playground & Park Amenities Fund 903 Public Safety - AB 109 $0.00 304 Swimming Pool Fund 905 Federal Emergency Shelter Grant 305 Riverside Park Fund 905 Mendocino Emergency Service Authority 306 Skate Park Fund 911 Russian River Watershed Association $71,555.25 308 Opioid Settlement Fund 915 UVFD $284.25
310 Museum Grants $0.00 916 UVFD PROP 172
311 Alex Rorbaugh Recreation Center Fund $7,551.66 917 UVFD Measure B $18,741.86 312 Downtown Business Improvement Fund 918 UVFD Mitigation 313 LMIHF Housing Asset Fund 920 MSWMA Operations $32,581.97 314 Winter Special Events $4,569.89 940 Sanitation District Special Fund 315 Advanced Planning Fund 942 Rate Stabilization - UVSD Fund 316 SPECIAL RECREATION EVENTS $5,981.13 943 Sanitation District Capital Improvement Fund 500 2106 Gas Tax Fund $11,875.00 952 REDIP Sewer Enterprise Fund 501 2107 Gas Tax Fund 960 Community Redevelopment Agency 503 2105 Gas Tax Fund 961 RDA Housing Pass-Through
505 Signalization Fund 962 Redevelopment Housing Fund
506 Bridge Fund 963 Housing Debt
507 1998 STIP Augmentation Fund 964 RDA Capital Pass-Through 508 SB325 Reimbursement Fund 965 Redevelopment Capital Improvement Fund 509 S.T.P. Fund $5,935.54 966 Redevelopment Debt Service 510 Trans-Traffic Congest Relief Fund 967 Housing Bond Proceeds 511 Rail Trail Fund 968 Non-Housing Bond Proceeds
600 Community Development Block Grant 969 RDA Obligation Retirement Fund $1,600.00 601 EDBG 94-333 Revolving Loan 844/944 Sewer Capital Projects Fund $156,986.00 602 Community Development Fund
603 08-HOME-4688
604 CDBG Grant 09-STBG-6417
605 11-HOME-7654 Fund $0.00
606 CDBG Grant 10-EDEF-7261
607 Prop 84 Grant Fund
609 13-CDBG-8940 Retainage Withheld $123,634.37
610 City RDA Projects Fund 611 CDBG 16-CDBG-11147 $325.00 613 Home Program Activities
620 CASP Train
630 Asset Seizure Fund $1,847.49
631 Asset Seizure Fund (Drug/Alcohol)
633 H & S Education 11489(B)(2)(A1)
634 Federal Asset Seizure Grants $4,371.51
635 SUP Law Enforcement Service Fund
636 CBTHP Officer
637 Local Law Enforcement Block Grant
638 Asset Forfeiture 11470.2 H & S
639 Special Revenue - Police
640 Parking District Fund $546.53
670 Federal American Rescue Fund
691 Museum Fund
695 Transfer Station Fund
696 Solid Waste Mitigation Fund $15.15
TOTAL DEMAND PAYMENTS- A/P CHECKS $6,069,803.47
PAYROLL CHECK NUMBERS: 516912-516956 TOTAL DEMAND PAYMENTS- EFT's $0.00 DIRECT DEPOSIT NUMBERS: 133681-133948 TOTAL PAYROLL CHECKS & DIRECT DEPOSITS $1,529,226.55 PAYROLL PERIOD: 12/22/24-1/4/25 TOTAL PAYROLL EFT's (TAXES, PERS, VENDORS) $844,908.97 PAYROLL CHECK NUMBERS: 516957-517054 * vendor name( if applicable) DIRECT DEPOSIT NUMBERS: 133949-134296
PAYROLL PERIOD: 01/05/25-01/18/25
PAYROLL CHECK NUMBERS:

DIRECT DEPOST NUMBERS:

PAYROLL PERIOD:

TOTAL PAYMENTS $8,443,938.99
VOID CHECK NUMBERS:
3053666, 3060227
516912, 516913
WIRE TRANSFER NUMBERS:
131

CERTIFICATION OF CITY CLERK
This register of Payroll and Demand Payments was duly approved by the City Council on ____________________.

City Clerk

APPROVAL OF CITY MANAGER CERTIFICATION OF DIRECTOR OF FINANCE I have examined this Register and approve same. I have audited this Register and approve for accuracy and available funds.
____________________________________________ ________________________________________________ City Manager Director of Finance
MANUAL CHECK NUMBERS:

CITY OF UKIAH

REPORT OF DISBURSEMENTS

REGISTER OF PAYROLL AND DEMAND PAYMENTS
FOR THE MONTH OF JANUARY 2025

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Account Code Summary Attachment 2
10000000 GENERAL FUND 20012300 COMMUNITY OUTREACH/PUBLIC INFO 10017200 SUCCESSOR AGENCY 20012500 CITY CLERK
10020000 POLICE - GEN FUND 20012600 ECONOMIC DEVELOPMENT 10020210 POLICE PATROL 20012800 EMERGENCY MANAGEMENT
10020214 POLICE VOLUNTEERS 20013210 ACCOUNTS PAYABLE
10020216 COPS GRANT 20013220 PAYROLL
10020217 POLICE ANIMAL CONTROL 20013400 ACCOUNTING
10020218 POLICE CSO 20013401 BUDGET MANAGEMENT
10020220 CODE ENFORCEMENT 20014000 CITY ATTORNEY
10020224 MAJOR CRIMES TASK FORCE 20015100 CITY TREASURER 10021210 CITY FIRE 20016100 HUMAN RESOURCES
10022100 PARKS 20023510 HOUSING GRANTS
10022300 AQUATICS 20023520 NON-HOUSING GRANTS
10022700 MUSEUM - GEN FUND 20100000 WORKER'S COMP FUND
10022810 RECREATION ADMINISTRATION 20116220 WORKERS COMPENSATION 10022821 ADULT BASKETBALL 20200000 LIABILITY FUND
10022822 ADULT SOFTBALL 20216200 RISK MANAGEMENT
10022824 CO-ED VOLLEYBALL 20300000 GARAGE FUND
10022831 YOUTH BASKETBALL 20324100 GARAGE
10022832 YOUTH SOFTBALL 20324110 FLEET MAINTENANCE
10022840 DAY CAMP 20400000 PURCHASING FUND
10022850 CLASSES & CLINICS 20413500 PURCHASING
10022860 SPECIAL ACTIVITIES 20413510 CAPITAL ASSET MANAGEMENT 10022900 COMM SVCS SPECIAL SERVICES 20413520 GRANTS AND SPECIAL PROJECTS 10023100 PLANNING SERVICES 20414000 LEGAL SERVICES/EXPENSES 10023110 CURRENT PLANNING 20500000 BILLING AND COLLECTION FUND 10023300 BUILDING INSPECTION 20513300 UTILITY BILLING
10023320 BUILDING INSPECTION 20513380 METERING-ELECTRIC 10023411 CDBG GENERAL ADMIN 20513382 METERING-WATER
10024200 ENGINEERING/STREETS 20600000 PUBLIC SAFETY DISPATCH FUND 10024210 ENGINEERING 20620231 POLICE UKIAH DISPATCH
10024214 TRAFFIC SIGNAL OPERATIONS 20620232 POLICE FT BRAGG DISPATCH 10024224 STORM WATER 20700000 PAYROLL POSTING FUND
10024310 CORP YARD MAINTENANCE 20800000 BUILDING & MAINTENANCE 10024620 STREETS 20822500 BUILDING & MAINTENANCE
10100000 GF- (SUB-FUND) VISIT UKIAH 20824300 BLDG MAINT CORP YARD 10112700 GF-(SUB-FUND) VISIT UKIAH 20900000 IT FUND
10500000 MEASURE S GENERAL FUND 20913900 INFORMATION TECHNOLOGY 10521210 FIRE AUTHORITY 22000000 FIXED ASSET FUND
12000000 STREET REHABILITATION 25100000 SPECIAL PROJECTS RESERVE FUND 12024200 PUBLIC WORKS ENGINEERING 25200000 STREETS/ROW IMPROVEMENT FUND 13000000 GOV'TL DEBT SVC/RESERVE FUND 25224220 STREETS/ROW IMPROVEMENT FUND 13100000 DEBT SERVICE RESERVE 2022 LRB 25300000 PROP 172 FUND 20000000 CITY ADMINISTRATIVE SERVICES 25321210 CITY FIRE 20010000 CITY COUNCIL 30000000 PARK DEVELOPMENT FEES FUND 20012100 CITY MANAGER 30022200 PARK DEVELOPMENT
20012200 ADMINISTRATIVE SUPPORT 30100000 ANTON STADIUM FUND

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Account Code Summary Attachment 2
30200000 OBSERVATORY PARK FUND 63500000 SUP.LAW ENFORCE.SVC.FD(SLESF) 30300000 PLAYGROUND & PARK AMENITIES FU 63520210 SLESF
30322230 PLAYGROUND AND PARK AMENITIES 63600000 CBTHP OFFICER 30400000 SWIMMING POOL FUND 63620210 CBTHP OFFICER
30522250 RIVERSIDE PARK 63800000 ASSET FORFEITURE 11470.2 H&S F 30600000 SKATE PARK FUND 63820210 ASSET FORFEITURE 11470 EXPENDI 30700000 SOFTBALL COMPLEX FUND 63900000 SPECIAL REVENUE POLICE 31100000 ARRC GENERAL OPERATING FUND 64000000 PKG. DIST. #1 OPER & MAINT FUN 31122000 ARRC 64012600 ECONOMIC DEVELOPMENT
31200000 DOWNTOWN BUSINESS IMPROVEMENT 64020213 POLICE PARKING ENFORCEMENT 31212600 ECONOMIC DEVELOPMENT 67000000 FEDERAL AMERICAN RESCUE FUNDS 31300000 LMIHF HOUSING ASSET FUND 69500000 TRANSFER STATION 31323400 HOUSING 69624000 SOLID WASTE MITIGATION FUND
31323431 LMI GENERAL ADMIN 70000000 SANITARY DISPOSAL SITE FUND 31500000 ADVANCED PLANNING FUND 70024500 LANDFILL 700
31523100 COMMUNITY PLANNING 70124500 LANDFILL CORRECTIVE 31600000 SPECIAL RECREATION EVENTS 70200000 DISPOSAL CLOSURE RESERVE FUND 31622861 SPECIAL RECREATION EVENTS 70224500 LANDFILL CLOSURE 50000000 GAS TAX FUND 70400000 POST CLOSURE FUND-SOLID WASTE 50024214 TRAFFIC SIGNAL OPERATIONS 71000000 AMBULANCE SERVICES FUND 50500000 SIGNALIZATION FUND 71021100 AMBULANCE SERVICES 50800000 SB325 REIMBURSEMENT FUND 72000000 GOLF FUND
50824210 SB325 ENGINEERING 72022400 GOLF
50900000 S.T.P. 73000000 CONFERENCE CENTER FUND
50924210 STP ENGINEERING 73022600 CONFERENCE CENTER
51100000 RAIL TRAIL FUND 77700000 AIRPORT FUND
51124210 Rail Trail 77714000 CITY ATTORNEY
60000000 COMM. DEVELOPMT. BLOCK GRANT F 77725200 AIRPORT OPERATIONS 60023411 CDBG GENERAL ADMIN 77800000 AIRPORT CAPITAL IMPROVEMENT FU 60023412 CDBG ACTIVITY DELIVERY 77825200 AIRPORT CAPITAL 61100000 CDBG 16-CDBG-11147 77900000 SPECIAL AVIATION FUND 61112600 CDBG ECONOMIC DEVELOPMENT 77925200 AIRPORT SPECIAL 61123410 16-CDBG-11147 80000000 ELECTRIC FUND
61123411 CDBG GENERAL ADMIN 80014000 CITY ATTORNEY
61200000 FUND 612 UNASSIGNED 80026110 ELECTRIC OVERHEAD 61223400 HOME CDD HOUSING 80026120 ELECTRIC UNDERGROUND 61223422 HOME ACTIVITY DELIVERY 80026200 TELEMETRY & CALIBRATION 61323400 HOME HOUSING ACTIVITIES 80026210 SUBSTATION
61323421 HOME GENERAL ADMIN 80026220 HYDROELECTRIC PLANT 62000000 CASP CERTIF & TRAINING 80026400 ELECTRIC ADMINISTRATION 62023320 CASP CERTIF & TRAINING 80026440 POWER PURCHASES 63000000 ASSET SEIZURE FUND 80100000 ELECTRIC CAPITAL RESERVE FUND 63020210 ASSET SEIZURE EXPENDITURE 80126100 ELECTRIC CIP 63300000 H&S EDUCATION 11489(B)(2)(A1) 80126220 HYDROELECTRIC PLANT 63320210 H&S ASSET SEIZURE EXPENDITURE 80500000 STREET LIGHTING FUND 63400000 FEDERAL ASSET SEIZURE GRANTS F 80526150 STREET LIGHTING 63420250 FED ASSET SEIZURE EXPENDITURE 80600000 PUBLIC BENEFITS CHARGES FUND

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Account Code Summary Attachment 2
80626450 PUBLIC BENEFITS
80700000 ELECTRIC CAP AND TRADE FUND
80800000 ELECTRIC LOW CARBON FUEL STDS
80826100 ELECTRIC LOW CARBON FUEL STDS
82000000 WATER FUND
82027110 WATER
82027111 PROD OPERATIONS & MAINTENANCE
82027114 DISTRIB OPERATIONS & MAINT
82100000 WATER CAPITAL RESERVE FUND
82200000 WATER CONNECTION FEE FUND
82227113 WATER DISTRIBUTION CAPITAL
83000000 RECYCLED WATER
83027330 RECYCLED WATER
84000000 CITY/DIST. SEWER OPERATING FUN
84027220 WASTE WATER
84027221 CITY WASTE O & M
84027225 WASTE TREATMENT O & M
84100000 SEWER BOND DEBT SERVICE FUND
84127226 WASTEWATER TREATMENT CAPITAL
84200000 RATE STABILIZATION-CITY FUND
84300000 CONNECTION FEE SEWER FUND (CAP
84400000 CITY SEWER CAPITAL PROJECTS FU
84427221 CITY WASTEWATER O&M 844
84427222 CITY WASTE CAPITAL
90000000 SPECIAL DEPOSIT TRUST FUND
91500000 UKIAH VALLEY FIRE DEPARTMENT
91521400 UVFD FIRE ADMINISTRATION
91600000 UVFD PROP 172
91621400 UVFD PROP 172
91700000 UVFD MEASURE B UNASSIGNED
91721400 UVFD FIRE
91800000 UVFD MITIGATION FEES
91821400 UVFD MITIGATION
96900000 REDEVELOPMENT OBLIGATION RETIR
96917200 SUCCESSOR AGENCY
96995669 969 - RDA OBLIGATION RETIREMEN

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51211 PERS UNFUNDED LIABILITY 54101 POSTAGE
51220 INSURANCE 54102 SMALL TOOLS
51230 WORKERS COMP 54103 LAB SUPPLIES
51240 MEDICARE 54106 SPECIALTY SUPPLIES
51260 FICA 54107 EMS SUPPLIES
51270 UNIFORM ALLOWANCE 54120 PW - SPECIAL SUPPLIES
51290 CELL PHONE STIPEND 54121 PW - ASPHALT CONCRETE
52100 CONTRACTUAL SERVICES 54122 PW - AGGREGATE BASE
52110 AMBULANCE BILLING 54124 PW - CONCRETE/SUPPLIES
52111 DEFIBRILLATOR MAINTENANCE 54125 PW - TRAFFIC PAINT 52112 M. S. OVERSIGHT 54126 PW-PREMARKS
52113 PLANNING STUDIES 54127 PW - SIGN POSTS/SHEETING
52114 COMPLIANCE STUDIES 54128 PW - COLD PATCH MATERIAL 52130 EDUCATIONAL & MARKETING MATL'S 54129 PW - TACK OIL 52131 ASSISTANCE TO SENIORS 54130 PW - SAFETY
52133 MONTHLY DISCOUNT PROGRAM 54131 PW - BARRICADES & CONES 52134 GENERAL ADMIN 54161 BACKGROUND & PHYSICALS
52135 ENERGY CONSERVATION PROGRAM 54162 ADVERTISING
52137 PUBLIC BENEFITS PROGRAM MGMT 54163 INTERVIEW SUPPLIES 52139 RESEARCH DEVELOPMENT & DEMO 54165 NEW EMPLOYEE FINGERPRINT 52150 LEGAL SERVICES/EXPENSES 54166 DOT TESTING PROGRAM 52151 EMPLOYEE BENEFIT ADMIN FEES 54167 EMPLOYEE DEVELOPMENT 52155 ACTIVITY DELIVERY 54169 LIVESCAN
52180 SECURITY SERVICES 54201 PRISONER EXPENSE
52181 VOLUNTEER EXPENSES 54202 MAJOR CRIME INVESTIGATIONS 52301 PROPERTY TAX ADMIN FEE 54203 RECRUITMENT
52304 LAFCO FEES AND PROP TAX EXP 54320 SOFTWARE
52500 TRUSTEE FEES 54330 COMPUTER AND TECHNOLOGY
52510 ADVERTISING & PROMOTION 54500 EQUIP RENTS AND LEASES 52515 ADVERTISING & PUBLICATION 54700 FINES & PENALTIES 52521 LIABILITY INSURANCE PREMIUM 55100 TELEPHONE
52522 LIABILITY & PROPERTY DEDUCT 55200 PG&E
52524 PROPERTY INSURANCE PREMIUM 55210 UTILITIES
52525 WORKER'S COMP. EXPENSE 56100 VEHICLE & EQUIPMENT MAINT. & R 52526 REMIF ASSESSMENT PAYMENTS 56112 EQUIPMENT PARTS FOR RESALE 52527 A.D.P. PREMIUM & DEDUCTIBLE 56120 EQUIPMENT MAINTENANCE & REPAIR 52528 LIABILITY INSURANCE 56125 LAB EQUIP-REPAIR & MAINT. 52529 EARTHQUAKE & FLOOD (DIC) 56130 EXTERNAL SERVICES
52532 SAFETY & TRAINING SUPPORT 56210 FUEL & FLUIDS
52533 UVFA RETIREE HEALTH INS 56300 BUILDING MAINT. & REPAIR 52600 RENT 56410 EQUIPMENT RENTAL - PRIVATE
52601 DATA STORAGE & CONNECTIVITY 56504 FACILITY MAINTENANCE & REPAIR 52602 RENTAL OF CITY PROPERTY 56600 AIRFIELD MAINTENANCE & REPAIR 52841 SUCCESSOR AGENCY ADMIN 57100 LEARNING AND DEVELOPMENT 53000 LAWSUIT SETTLEMENT 57101 CONF & TRAINING-AQUATICS 54100 SUPPLIES 57300 MEMBERSHIPS & SUBSCRIPTIONS
Object Code Summary Attachment 3

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58101 NCPA PLANT GENERATION
58102 NCPA POWER PURCHASES
58103 NCPA TRANSMISSION
58104 NCPA MANAGEMENT SERVICES
58105 NCPA THIRD PARTY SALES
58202 CHEMICALS
58401 AVIATION FUEL
58410 GARAGE LUBRICANTS & PARTS
58510 REIMBURSABLE JOBS
59100 PROPERTY TAXES PAID
59101 FEES
59102 FRANCHISE FEES
59105 CONTRIBUTIONS TO OTHER AGENCY
59106 SENIOR TRASH SUBSIDY
59108 BANK FEES
59400 OTHER EXPENSES
59500 LOANS ISSUED
59502 SCHOLARSHIPS
61200 PURCHASING ALLOCATION
61300 BILLING & COLLECTION ALLOCATIO
61410 RENT ALLOCATION
61420 BUILDING MAINTENANCE ALLOCATIO
61422 IT ALLOCATION
61430 CORP YARD ALLOCATION
61500 INSURANCE ALLOCATION
61600 GARAGE ALLOCATION
61700 DISPATCH
62100 ADMIN & OVERHEAD ALLOCATION
63000 INTERFUND SERVICES USED
70101 LOAN PAYMENTS MADE
70102 BOND INTEREST EXPENSE
70103 LOAN INTEREST
70201 LOAN PRINCIPAL PAYMENTS
70202 BOND PRINCIPAL PAYMENTS
74500 CAPITAL LEASE PRINCIPAL
74501 CAPITAL LEASE INTEREST
80100 MACHINERY & EQUIPMENT
80210 LAND ACQUISITION
80220 BUILDING IMPROVEMENTS
80230 INFRASTRUCTURE
90100 LOAN PROCEEDS
90101 LOAN PAYMENT RECEIVED

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Attachment 4

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Agenda Item No: 8.c.

MEETING DATE/TIME: 2/19/2025

ITEM NO: 2025-107

AGENDA SUMMARY REPORT
SUBJECT: Approval of a Budget Amendment for a Contract with Hildebrand Consulting LLC in the Amount of $20,750 for the City's Sewer Financial plan.

DEPARTMENT: Finance PREPARED BY: Olga Keough, Controller PRESENTER: Dan Buffalo, Finance Director
ATTACHMENTS:

1. Hildebrand Proposal Ukiah City 2025 Sewer Rate Financial Plan Summary: Council will consider approving a budget amendment for a contract with Hildebrand Consulting LLC (Consultant) in the amount of $20,750 for the City's sewer financial plan.

Background: Hildebrand Consulting, LLC has been a vital partner for the City, providing expert fiscal analysis and advisory services primarily focused on the City's sewer rate structure and related financial matters. In 2024, the Consultant updated the City's sewer utility financial plan and recommended a one-time rate increase to be effective in October 2024. That study recommended that a longer-term financial plan be developed in 2025. The City would like to update the sewer utility's financial plan to capture financial projections for the next 10 years. The contract amount falls within the approval thresholds of the City Manager under current policy.

However, the contract amount was excluded from the FY 2025 Budget, as it was originally intended to be a joint effort with the Ukiah Valley Sanitation District (UVSD), and the details of how the plan was to be developed were yet to be determined. Because of annexation plans by the City and the possible effects to UVSD, Staff with UVSD and the City ultimately decided to conduct their own separate financial plans, including recommendations for rate adjustments, without conducting a full rate structure study. Staff is asking Council for a budget amendment approval.

Discussion: The need to update the sewer utility's financial plan arises from the necessity to have a recommended 5-year rate schedule to ensure the City's fiscal stability and service sustainability. As the City faces evolving economic conditions, it is imperative to revisit and refine the sewer rate structure. This involves a more in-depth analysis of current and projected revenue needs, as well as assessing the financial impacts of potential rate adjustments on residents and businesses.

The 2025 Sewer Rate Financial Plan Proposal is attached here as Attachment 1.

Recommended Action: Approve a budget amendment for a contract with Hildebrand Consulting LLC in the amount of $20,750 for the City's sewer financial plan.

BUDGET AMENDMENT REQUIRED: Yes
CURRENT BUDGET AMOUNT: 84427221.52100 - zero
PROPOSED BUDGET AMOUNT: 84427221.52100 - $20,750.

FINANCING SOURCE: WasteWater fund revenue.

PREVIOUS CONTRACT/PURCHASE ORDER NO.:

COORDINATED WITH: Dan Buffalo, Finance Director, Myles Fisette, Purchasing Manager.

DIVERSITY-EQUITY INITIATIVES (DEI): N/A
CLIMATE INITIATIVES (CI): N/A

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GENERAL PLAN ELEMENTS (GP): N/A

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December 12, 2024
Dan Buffalo
City of Ukiah
300 Seminary Ave
Ukiah, CA, 95482
Subject: Proposal for 2025 Sewer Rate Financial Plan
Dear Mr. Buffalo,
In response to your recent request, Hildebrand Consulting, LLC is pleased to submit this proposal to update the City’s sewer financial plan. In 2024, Hildebrand Consulting updated the City’s sewer utility financial plan and recommended a one-time rate increase to be effective in October 2024. That study recommended that a longer-term financial plan be developed in 2025. At this time the City would like to update the sewer utility’s financial plan to capture financial projections for the next 10 years. The deliverables will be a financial plan report with a recommended 5-year rate schedule and assistance with developing the Proposition 218 notification letter. No cost of service or rate design changes are included in the scope of work. The City and the Ukiah Valley Sanitation District may engage in a joint rate study at a later time depending on whether an annexation process moves forward.

The following is the proposed scope of services.

Task 1. Project Kickoff and Data Collection – Obtain, review, and analyze current financial, budget, and CIP data and information. A list of information needed for the financial plan updates has been attached to this proposal. A conference call will be conducted with City staff to initiate the project and obtain/discuss needed information.

Task 2 - Update to Sewer Financial Plan – Update the sewer utility’s financial plan with updated information regarding operation costs, capital spending forecasts, and debt obligations, as well as utility revenues and financial reserves and reserve policies. The findings and recommended rate strategies will be reviewed and discussed with City staff during multiple teleconference meetings in order to develop a robust final recommendation to the City Council.

Task 3 - Financial Plan Update Memorandum – Prepare a technical memorandum to document findings and recommendations, including a description of all the assumptions and inputs to the 10-year financial plan as well as a proposed 5-year sewer rate schedule. Hildebrand Consulting will also provide a draft of the required Prop 218 Public Hearing notification. It will be the City’s responsibility to format, finalize, print and mail the notifications. It is assumed that a detailed analysis of allocating costs between the District and the City will not be necessary.

Task 4 – Council Presentations – Hildebrand Consulting will give two presentations to the City Council to summarize the findings of the financial plan update. The first meeting with be a recommendation to the Council while the second meeting with be the Public Hearing in compliance with Proposition 218.

ATTACHMENT 1

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Proposal to the City of Ukiah
2025 Sewer Rate Financial Plan

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Project Consultant
Mark Hildebrand has worked with the City over the past 6 years and brings over 22 years of experience as a consultant to municipal governments and provides a broad range of financial, utility rate, and management consulting services. He has performed hundreds of studies covering a diverse range of cost allocation issues, financial planning, business case evaluations, and litigation avoidance to more than 60 clients. He has been published and frequently speaks on topics such as water rate-setting under the requirements of Proposition 218, cost-of-service principles, emerging regulatory issues, and strategic business planning. He is dedicated to providing clients with an exceptional level of service and responsiveness, to developing creative yet practical solutions to client needs, and to broadening understanding and facilitating consensus on complex issues.

Cost Estimate
The estimated cost to perform this work is $20,750, as summarized in the table below. This budget assumes two remote presentations to the Council. It is our practice to bill clients monthly. We don’t anticipate any billable expenses for this project. Mark Hildebrand’s hourly billing rate is $250.

Schedule
The schedule below assumes that the City is targeting to adopt new sewer rates in August of 2025.

Meeting this schedule will require timely authorization for the project and delivery of financial data, as follows:

Notice to Proceed January, 2025
Receive all requested data Late January, 2025
Develop Financial model February/March, 2025
Prepare draft report April, 2025
Final Recommendation to Board Late April, 2025
Public Hearing June, 2025
First sewer rate adjustment August, 2025
Hildebrand
Consulting
Hours
Hourly Rate: $250
Task 1 Project Kickoff and Data Collection 7 $1,750
Task 2 Update to Financial Plan 30 $7,500
Task 3 Financial Plan Update Memorandum 30 $7,500
Task 4 Council Presentations* 16 $4,000
Total Hours: 83
Direct & Travel Expenses: $0
Proposed Fee: $20,750
* Council presentations are assumed to be conducted remotely.

Cost by
Task

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Proposal to the City of Ukiah
2025 Sewer Rate Financial Plan

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Initial Information Request
In order to facilitate a timely start of the project, an initial information request is provided below. • Detailed FY 2024/25 budget for both revenues and expenses • Actuals for FY 2023/24 for both revenues and expenses (at same level of detail as the budget) • June 30, 2023 and June 30, 2024 reserve balances (cash and cash equivalent) • 5 – 10 Year capital improvement plan
• Any other pertinent documents or financial information Additional information may be requested as the project unfolds. * * * * *
Hildebrand Consulting appreciates the opportunity to be of service to the Ukiah Valley Sanitary District.

Please let me know if you would like to discuss any aspect of this proposal or the planned project in greater detail.

Sincerely,
Mark Hildebrand
Hildebrand Consulting, LLC
[email protected]
510-316-0621 (m)
www.hildebrandconsulting.com

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Agenda Item No: 8.d.

MEETING DATE/TIME: 2/19/2025

ITEM NO: 2025-125

AGENDA SUMMARY REPORT
SUBJECT: Adoption of an Ordinance Amending Section 1001 of the Ukiah City Code, Pertaining to Membership and Appointment of the Public Spaces Commission.

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

1. Public Spaces Commission Ordinance Amendment
Summary: The City Council will consider adoption of an Ordinance amending Section 1001 of the Ukiah City Code, pertaining to membership and appointment of the Public Spaces Commission.

Background: The Public Spaces Commission (PSC) was formed in late 2021 as a merger of the Parks Recreation and Golf Commission (PRGC) and the Paths, Open Space and Creeks Commission (POSCC).

The Public Spaces Commission serves the function to provide advice and recommendations to Council regarding 1) City-owned properties that are open to the public free of charge, such as parks, paths, and public right-of-ways; 2) creeks within the city limits; 3) open spaces within and outside of the City limits that are undeveloped and conserved or in consideration of future conservation; 4) and the recreational uses of these spaces. In addition, the Public Spaces Commission has the power and duty to: A) Solicit, collate, and analyze public input on the wise use of public spaces. B) Provide recommendations and advice to both City Staff and the City Council based on said public input. C) If deemed necessary by the Commission, form working groups in collaboration with City Staff to explore and formulate advice or recommendations on specific areas regarding the wise use of public spaces. D) Commission activities related to solicitation, review, and analysis of public input shall be guided by the Community Outreach Plan.

On February 5, 2025, Staff presented a proposed Ordinance (Attachment 1) to Council. Council discussed the proposed Ordinance and by unanimous vote, approved the introduction of the Ordinance. No changes to the Ordinance were suggested.

Discussion: The Public Spaces Commission was established as a seven seat commission to allow all active members of the two prior commissions to remain as members on the new commission. However, there are two vacancies on the commission, with one position having been noticed since May of 2022 and the second position having been noticed since November, 2024.

As a seven-member commission, the quorum is four persons, even when two of the seats are vacant. This sometimes proves challenging with only five active members. As most City commissions have only five members, Staff is recommending that Council adopt the proposed ordinance (Attachments 1) amending the City Code to reduce the number of commissioners to five members to better ensure a quorum for meetings.

Recommended Action: Adopt an Ordinance amending Section 1001 of the Ukiah City Code, pertaining to the membership and appointment of the Public Spaces Commission.

BUDGET AMENDMENT REQUIRED: N/A
CURRENT BUDGET AMOUNT: N/A

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PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: N/A
REVENUE: No GRANT: No
PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: Neil Davis, Community Services Director; Darcy Vaughn, Assistant City Attorney STRATEGIC PLAN (SP): N/A
CLIMATE INITIATIVES (CI): N/A
GENERAL PLAN ELEMENTS (GP): N/A

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ORDINANCE NO. 1252
ORDINANCE OF THE CITY COUNCIL OF THE CITY OF UKIAH AMENDING SECTION 1001 OF THE CITY CODE REGARDING MEMBERSHIP OF THE PUBLIC SPACES COMMISSION.

The City Council of the City of Ukiah hereby ordains as follows SECTION ONE.

Section 1001 of the Ukiah City Code is hereby amended to read as follows:
§1001 MEMBERSHIP; APPOINTMENT
The Commission shall consist of five (5) at large members who may reside within the City limits or outside the City limits but within the Ukiah Valley; provided, that a majority, i.e. three (3), of the five (5) Commission members must reside within the City limits.

All members of the Commission shall be appointed by the City Council.

SECTION TWO.

1. Publication: Within fifteen (15) days after its adoption, this Ordinance shall be published once in a newspaper of general circulation in the City of Ukiah. In lieu of publishing the full text of the Ordinance, the City may publish a summary of the Ordinance once 5 days prior to its adoption and again within fifteen (15) days after its adoption.

2. Effective Date: The ordinance shall become effective thirty (30) days after its adoption.

Introduced by title only on February 5, 2025, by the following roll call vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

Adopted on _, 2025, by the following roll call vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

Douglas F. Crane, Mayor
ATTEST:

Kristine Lawler, City Clerk
Attachment 1
Rodin, Criss, Orozco, Sher, and Mayor Crane.

None.

None.

None.

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Agenda Item No: 8.e.

MEETING DATE/TIME: 2/19/2025

ITEM NO: 2025-141

AGENDA SUMMARY REPORT
SUBJECT: Authorization for the City Manager to Negotiate and Execute a Contract with Rincon Consultants, Inc., for the Purpose of Providing California Environmental Quality Act (CEQA) Professional Consulting Services Pertaining to the City's 2025 Annexation Application; and Approval of Corresponding Budget Amendment.

DEPARTMENT: Community
Development PREPARED BY: Craig Schlatter, Community Development Director PRESENTER: Craig Schlatter, Community Development
Director
ATTACHMENTS:

1. 2025 Fee Schedule
Summary: Council will consider authorizing the City Manager to negotiate and execute a sole source contract with Rincon Consultants, Inc., for the purpose of providing CEQA professional consulting services pertaining to the City's 2025 Annexation Application. Council will also consider approval of a corresponding budget amendment.

Background: Rincon Consultants, Inc. ("Rincon"), which specializes in environmental sciences, land use planning, and climate action and sustainability, including environmental analysis under the California Environmental Quality Act ("CEQA") and the National Environmental Policy Act ("NEPA"), was first utilized as a subconsultant for Mintier-Harnish, Advanced Planning Consultants (COU No. 1819-190), during the City's preparation of the 2040 General Plan. Rincon was principally responsible for preparation of the Environmental Impact Report ("EIR") for the General Plan, including the drafting of associated mitigation measures. The City Council adopted the 2040 General Plan and certified the EIR on December 7, 2022.

On May 5, 2023, Council approved an amendment (#5) to COU No. 1819-190 for Rincon to prepare a current Greenhouse Gas Emissions Inventory. The GHG Inventory, which is the first step towards preparation of a Climate Action Plan, was completed by Rincon on February 29, 2024. On March 20, 2024, Council approved an amendment (#6) to COU No. 1819-190 for Rincon to prepare the City's Climate Action Plan ("CAP") and associated CEQA Initial Study and Negative Declaration ("ISND"). Development of the CAP and associated ISND, overseen by Blake Adams, Chief Resilience Officer, is nearly complete with public release of the two documents anticipated in early March 2025.

Through Rincon's development of the various environmental studies and analyses since 2020, the firm has developed significant expertise and a specialized understanding of the City's environs, including those located within the City's 2022 adopted Sphere of Influence. Additionally, key Rincon staff, such as Principal Erik Feldman, have been involved on the projects during this entire period, establishing a sort of institutional knowledge of Ukiah and the Ukiah Valley within the firm.

Discussion: As Staff undertakes preparation of a 2025 annexation application for areas within the 2022 Sphere of Influence ("SOI"), having a consultant to assist and/or prepare CEQA environmental analyses that is able to "hit the ground running" will be important for timely progression of the application and submittal. Given Rincon's intimate knowledge of the City and its environs, including those areas within the SOI, as well as the timeline associated with preparation of the annexation application, Staff believes there to be no other firm

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more well-qualified or with the necessary capacity to complete this work.

Staff envisions Rincon working alongside the City's planning team and special CEQA Legal Counsel (Pioneer Law Group) to develop CEQA environmental documents and studies. As preparation of the application is at the initial stages, it is not known at this time what level of CEQA review will be necessary. Therefore, Council is being asked to authorize the City Manager to negotiate and execute a contract in the amount not to exceed $75,000, and Rincon will bill for time and materials according to their most recent Fee Schedule (Attachment 1).

Staff recommends Council authorize the City Manager to negotiate and execute a contract with Rincon Consultants, Inc., for the purpose of providing CEQA professional consulting services pertaining to the City's 2025 Annexation Application. Staff also recommends Council approve the corresponding budget amendment.

Recommended Action: Authorize the City Manager to negotiate and execute a contract with Rincon Consultants, Inc., for the purpose of providing CEQA professional consulting services pertaining to the City's 2025 Annexation Application; and approve the corresponding budget amendment.

BUDGET AMENDMENT REQUIRED: Yes
CURRENT BUDGET AMOUNT: 20012200.52304: $42,235
PROPOSED BUDGET AMOUNT: 20012200.52304: $117,235
FINANCING SOURCE: Cost Allocation
REVENUE: Yes / No GRANT: Yes / No N/A
PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: Blake Adams, Chief Resilience Officer; Jesse Davis, Chief Planning Manager STRATEGIC PLAN (SP): N/A
CLIMATE INITIATIVES (CI): N/A
GENERAL PLAN ELEMENTS (GP):SP 3A - Review and revise land use planning documents to be reflective of the long-term vision for the community.

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Rincon Consultants, Inc.

Effective January 1, 2025
Standard Fee Schedule for Environmental Sciences and Planning Services Professional, Technical and Support Personnel* January 1, 2025 – December 31, 2025 Senior Principal $330
Principal $318
Director $318
Senior Supervisor II $302
Supervisor I $282
Senior Professional II $264
Senior Professional I $246
Professional IV $218
Professional III $203
Professional II $180
Professional I $160
Associate III $135
Associate II $121
Associate I $113
Field Technician $97
Technical Editor $152
Project Accountant $129
Billing Specialist $111
Publishing Specialist $124
Clerical $111
* Professional classifications include environmental scientists, urban planners, biologists, geologists, marine scientists, GHG verifiers, sustainability experts, cultural resources experts, data technology experts, and other professionals. Expert witness services consisting of depositions or in-court testimony are charged at the hourly rate of $400.

Reimbursable Expenses
Direct Cost Rates
Photocopies – B/W $0.25 (single-sided), $0.45 (double-sided) Photocopies – Color $1.55 (single-sided), $3.10 (double-sided) Photocopies – 11” by 17” $0.55 (B/W), $3.40 (color)
Oversized Maps $8.50/square foot
Digital Production $15/CD, $20/flash drive
Light-Duty and Passenger Vehicles* $90/day
4WD and Off-Road Vehicles* $150/day
* Current IRS mileage rate for mileage over 50 and for all miles incurred in employee-owned vehicles.

Direct Costs. Other direct costs associated with the execution of a project, that are not included in the hourly rates above, are billed at cost. These may include, but are not limited to, laboratory and drilling services, subcontractor services, authorized travel expenses, permit charges and filing fees, mailings and postage, performance bonds, sample handling and shipment, rental equipment, and vehicles other than covered by the above charges.

Annual Escalation. Standard rates subject to 3.5% annual escalation, on January 1.

Payment Terms. All fees will be billed to Client monthly and shall be due and payable upon receipt or as indicated in the contract provisions for the assignment. Invoices are delinquent if not paid within 10 days from receipt or per the contractually required payment terms.

ATTACHMENT 1

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Rincon Consultants, Inc.

Effective January 1, 2025
Equipment Rate
Environmental Site Assessment
Soil Vapor Extraction Monitoring Equipment $160
Four Gas Monitor $137
Flame Ionization Detector $110
Photo Ionization Detector $82
Hand Auger Sampler $62
Water Level Indicator, DC Purge Pump $46
CAPDash $7,500
Natural Resources Field Equipment
UAS Drone $300
Spotting or Fiberoptic Scope $170
Pettersson Bat Ultrasound Detector/Recording Equipment $170 Sound Level Metering Field Package (Anemometer, Tripod and Digital Camera) $113 GPS (Submeter Accuracy) $67
Infrared Sensor Digital Camera or Computer Field Equipment $57 Scent Station $23
Laser Rangefinder/Altitude $11
Pitfall Traps, Spotlights, Anemometer, GPS Units, Sterilized Sample Jar $9 Mammal Trap, Large/Small $1.55/$0.55
Water and Marine Resources Equipment
Boat (20-foot Boston Whaler or Similar) $800
Multiparameter Sonde (Temperature, Conductivity, Turbidity, DO, pH) with GPS $170 Water Quality Equipment (DO, pH, Turbidity, Refractometer, Temperature) $62 Refractometer (Salinity) or Turbidity Meter $38
Large Block Nets $114
Minnow Trap $98
Net, Hand/Large Seine $57
Field Equipment Packages
Standard Field Package (Digital Camera, GPS, Thermometer, Binoculars, Tablet, Safety Equipment, and Botanic Collecting Equipment)
$114
Remote Field Package (Digital Camera, GPS, Thermometer, Binoculars, Tablet and Mifi, Delorme Satellite Beacon, 24‐Hour Safety Phone)
$144
Amphibian/Vernal Pool Field Package (Digital Camera, GPS, Thermometer, Decon Chlorine, Waders, Float Tube, Hand Net, Field Microscope)
$170
Fisheries Equipment Package (Waders, Wetsuits, Dip Nets, Seine Nets, Bubblers, Buckets) $57 Underwater and Marine Sampling Gear (Photo/Video Camera, Scuba Equipment [Tanks, BCD, Regulators, Wetsuits, etc.])
$57/diver
Marine Field Package (Personal Flotation Devices, 100-foot Reel Tapes with Stainless Carabiners, Pelican Floats, Underwater Slates, Thermometer, Refractometer, Anemometer, Various Field Guides)
$100
Insurance, Hazard, and Fees
Historic Research Fees $55
L&H Dive Insurance $57/diver
Level C Health and Safety $70/person

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Agenda Item No: 8.f.

MEETING DATE/TIME: 2/19/2025

ITEM NO: 2025-149

AGENDA SUMMARY REPORT
SUBJECT: Approval of Notice of Completion for Ghilotti Construction Company for the Downtown Streetscape Project - Phase II and Direct the City Clerk to File the Notice of Completion with the County Recorder.

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

1. Ukiah Streetscape Ph II_100% Plans_2023 02-22

2. Notice-of-Completion
Summary: Council will consider approving the Notice of Completion for the Downtown Streetscape Project - Phase II and approve of the release of the 5% contract retention to Ghilotti Construction Company.

Background: The Public Works Department has completed the water and sewer utility replacement, electric undergrounding, pedestrian and sidewalk improvements and ADA accessibility and street striping between W.

Henry Street and Norton and W. Mill Street and Perkins Street.

Discussion: At the March 1, 2023, City Council meeting Council approved the plans and specifications for the Downtown Streetscape Project. On April 19, 2023, Council awarded the project's construction to Ghilotti Construction Company in the amount of $9,835,445.75 with a 10% contingency bringing the total contract amount to $10,818,990.33. The contract price was based on the engineer’s estimate provided in the bid package.

The project was completed within the 10% contingency total. Actual project costs totaled $10,736,097.75.

The contract work was completed in conformance with the Project Plans (Attachment 1) on November 1, 2024. Final payment of the retention will be made to the contractor after 35 days from the date the Notice of Completion (Attachment 2) is filed with the County Recorder.

Recommended Action: Approve of Notice of Completion for Ghilotti Construction Company for the Downtown Streetscape Project - Phase II and Direct the City Clerk to File the Notice of Completion with the County Recorder.

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.: Contract No. 2223-197 COORDINATED WITH: N/A
STRATEGIC PLAN (SP): N/A
CLIMATE INITIATIVES (CI): N/A
GENERAL PLAN ELEMENTS (GP): N/A

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2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2023 GHD 11225278

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT - PHASE II 107
C87192
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No.

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STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L G-001
1 TITLE SHEET AJP JS 29 29 UKIAH
CLEAR 29 175 53
LAKE 20 20 APPROVED BY: DATE: NTS TIM ERIKSEN, PE DIRECTOR OF PUBLIC WORKS/CITY ENGINEER CITY OF UKIAH, CA PROJECT VICINITY CITY OF UKIAH UKIAH DOWNTOWN STREETSCAPE PHASE II PROJECT CONTRACT NO. 2021-179 FEBRUARY 2023 UPPER LAKE TO EUREKA LAKEPORT HOPLAND CLOVERDALE CLEARLAKE MORGAN VLY ROAD BUTTS CYN. ROAD MIDDLETOWN TO SANTA ROSA CLEARLAKE OAKS VICINITY MAP 101 SOUTH STATE STREET NORTH STATE STREET SEMINARY AVENUE W CLAY STREET

E GOBBI STREET

W MILL STREET

W GOBBI STREET E SMITH STREET E PERKINS STREET

MASON STREET

N MAIN STREET

N OAK ST E CLAY STREET

N SCHOOL ST

S SCHOOL STREET

S OAK STREET PROJECT LIMITS

S MAIN STREET N MAIN STREET SCOTT ST

NORTON STREET W HENRY STREET W SMITH STREET W STANDLEY STREET W PERKINS STREET W CHURCH STREET

FREITAS AVE
CHERRY ST PROJECT LIMITS ATTACHMENT 1

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WEST MILL STREET EAST MILL STREET

SEMINARY AVENUE

WEST CLAY STREET

S MAIN STREET EAST CLAY STREET

EAST CHURCH STREET EAST STEPHENSON STREET

WEST HENRY STREET WEST SMITH STREET

EAST SMITH STREET

WEST GOBBI STREET

EAST GOBBI STREET

FREITAS AVENUE

WEST PERKINS STREET

EAST PERKINS STREET

WEST CHURCH STREET

WEST STANDLEY STREET

EAST STANDLEY STREET SCOTT STREET NORTON STREET CLARA AVENUE FORD STREET CHERRY STREET

LUCE AVENUE
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0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2023 GHD 11225278

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L G-002
2 SHEET INDEX AND KEY MAP AJP JS

C CIVIL DISCIPLINE LETTER DISCIPLINE

G GENERAL
D DEMOLITION C - 1 0 1
P STRIPING AND SIGNING DRAWING DESIGNATION: INDIVIDUAL DRAWING SHEET TYPE NUMBER NUMBER SHEET TYPE 01 3 GENERAL SECTIONS
5 DETAILS4 LARGE SCALE VIEWS PLANS AND TRAFFIC SIGNAL SCHEDULES A-A C-101 AC-101 DETAIL IDENTIFIER DWG ON WHICH DETAIL APPEARS SECTION IDENTIFIER DWG ON WHICH SECTION APPEARS SECTION IDENTIFICATION: DETAIL IDENTIFICATION: 100 C-101 CITY STANDARD IDENTIFIER DWG ON WHICH DETAIL APPEARS CITY STANDARD IDENTIFICATION:

T TRAFFIC SIGNAL KEY MAP: SCALE EX EXISTING CONDITION EC EROSION CONTROLU UTILITY S SIGNALE ELECTRICAL LM LANDSCAPE MATERIALS & FURNISHINGS IP IRRIGATION LP LANDSCAPE PLANTING6 DIAGRAMS D-101 U-102 C-102 P-101 D-102 U-103 C-103 P-102 E-101 D-102 U-104 C-104 P-102 T-101 E-101 D-103 U-105 C-105 P-103 E-102 D-104 U-107 C-107 P-104 E-103 D-104 U-108 C-108 P-104 E-103 PROJECT SCOPE: WORK TO BE PERFORMED IS WITHIN THE CITY OF UKIAH AND GENERALLY CONSISTS OF TRANSPORTATION AND PEDESTRIAN IMPROVEMENTS ON STATE STREET BETWEEN GOBBI ST AND MILL ST AND BETWEEN HENRY ST AND NORTON ST. WORK INCLUDES DEMOLITION OF SIDEWALKS, CURB AND GUTTER AND COLD PLANING THE EXISTING ROADWAY SURFACE, ALONG WITH CONSTRUCTION OF NEW CURB AND GUTTER, BULB-OUTS, SIDEWALK, ACCESSIBLE CURB RAMPS, ASPHALT OVERLAY, SEWER AND WATER MODIFICATIONS, STREET LIGHTING, LANDSCAPING AND TRAFFIC SIGNAL MODIFICATIONS. APPLICABLE CODES: CITY OF UKIAH STANDARD PLANS 2015 STANDARD SPECIFICATIONS AND STANDARD PLANS STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION 2014 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DESIGN REVISION 4 (CA MUTCD REVISION 4) 2018 POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS MANUAL 2016 CALIFORNIA BUILDING CODE (CBC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 2 2016 CALIFORNIA ELECTRICAL CODE (CEC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 3 2010 AMERICANS WITH DISABILITIES ACT (ADA) STANDARDS FOR ACCESSIBLE DESIGN (ADAS) 2017 STORM WATER LOW IMPACT DEVELOPMENT TECHNICAL DESIGN MANUAL GOVERNING AGENCIES: DIVISION OF STATE ARCHITECT ACCESS COMPLIANCE SECTION (DSA/ACS) 1515 CLAY STREET, SUITE 1201 OAKLAND, CA 94612 (510) 622-3127 CITY OF UKIAH 300 SEMINARY AVE UKIAH, CA 95482 (707) 463-6200 CALTRANS DIVISION OF LOCAL ASSISTANCE, DISTRICT 1 PO BOX 3700 EUREKA, CA 95502 (707) 441-3977 CALIFORNIA WATER BOARDS NORTH COAST REGIONAL WATER QUALITY CONTROL BOARD 5550 SKYLANE BLVD. SUITE A SANTA ROSA, CA 95403 D-101 U-101 C-101 P-101 D-103 U-106 C-106 P-103 T-103 E-102 D-105 U-109 C-109 P-105 T-105 T-107 E-104 D-105 U-110 C-110 P-105 E-104 D-106 U-111 C-111 P-106 Sheet List Table Sheet Number Sheet Title Sheet Description GENERAL 1 G-001 TITLE SHEET
2 G-002 SHEET INDEX AND KEY MAP
3 G-003 NOTES, LEGEND AND ABBREVIATIONS
4 G-004 SURVEY CONTROL DIAGRAM
5 G-005 TYPICAL SECTIONS -1
6 G-006 TYPICAL SECTIONS -2 DEMOLITION PLAN
7 D-101 S STATE ST STA 193+00 - STA 200+50
8 D-102 S STATE ST STA. 200+50 - STA. 209+509 D-103 S STATE ST STA. 209+50 - STA. 218+50 10 D-104 N STATE ST STA. 237+50 - STA. 245+50 11 D-105 N STATE ST STA. 245+50 - STA. 249+50 12 D-106 SCOTT ST STA. 51+30 - STA. 55+50 UTILITY PLAN & PROFILE 13 U-101 S STATE ST STA. 193+00 - STA. 196+75 14 U-102 S STATE ST STA. 196+75 - STA. 200+50 15 U-103 S STATE ST STA. 200+50 - STA. 205+00 16 U-104 S STATE ST STA. 205+00 - STA. 209+50 17 U-105 N STATE ST STA. 209+50 - STA. 214+00 18 U-106 S STATE ST STA. 214+00 - STA. 218+50 19 U-107 N STATE ST STA. 237+50 - STA. 241+50 20 U-108 N STATE ST STA. 241+50 - STA. 245+50 21 U-109 N STATE ST STA. 245+50 - STA. 249+50 22 U-110 GOBBI ST STA. 100+00 TO STA. 103+50 23 U-111 SCOTT ST STA. 51+30 TO STA. 55+50 24 U-501 UTILITY DETAILS -1 25 U-502 UTILITY DETAILS -2 26 U-503 UTILITY DETAILS -3 27 U-504 UTILITY DETAILS - 4 28 U-505 UTILITY DETAILS - 5 CIVIL: LAYOUT PLAN & PROFILE 29 C-101 S STATE ST STA. 193+00 - STA. 196+75 30 C-102 S STATE ST STA. 196+75 - STA. 200+50 31 C-103 S STATE ST STA. 200+50 - STA. 205+00 32 C-104 S STATE ST STA. 205+00 - STA. 209+50 33 C-105 S STATE ST STA. 209+50 - STA. 214+00 34 C-106 S STATE ST STA. 214+00 - STA. 218+50 35 C-107 N STATE ST STA. 237+50 - STA. 241+50 36 C-108 N STATE ST STA. 241+50 - STA. 245+50 37 C-109 N STATE ST STA. 245+50 - STA. 249+50 38 C-110 SCOTT ST STA. 51+30 - STA. 55+50 CIVIL: CROSS SECTIONS 39 C-301 STA. 211+00 - STA. 213+50 40 C-302 STA 214+00 - STA 216+50 41 C-303 STA. 217+00 - 217+50 & STA. 241+00 42 C-304 STA 241+50 - STA 244+00 43 C-305 STA 244+50 - STA 247+00 44 C-306 STA 247+50 - STA 249+00 CIVIL: 10' - ROADWAY & SIDEWALK GRADING 45 C-401 CONSTRUCTION DETAILS - 1 46 C-402 CONSTRUCTION DETAILS - 2 47 C-403 CONSTRUCTION DETAILS - 3 48 C-404 CONSTRUCTION DETAILS - 4 49 C-405 CONSTRUCTION DETAILS - 5 50 C-406 CONSTRUCTION DETAILS - 6 51 C-407 CONSTRUCTION DETAILS - 7 52 C-408 CONSTRUCTION DETAILS - 8 CIVIL: 5' - CURB RAMPS 53 C-409 CONSTRUCTION DETAILS - 9 54 C-410 CONSTRUCTION DETAILS - 10 55 C-411 CONSTRUCTION DETAILS - 11 56 C-412 CONSTRUCTION DETAILS- 12 CIVIL: DETAILS 57 C-501 CIVIL DETAILS -1 58 C-502 CIVIL DETAILS - 2 59 C-503 CIVIL DETAILS - 3 STRIPING AND SIGNING 60 P-101 S STATE ST STA. 193+00 - STA. 200+50 61 P-102 S STATE ST STA. 200+50 - STA. 209+50 62 P-103 S STATE ST STA. 209+50 - STA. 218+50 63 P-104 N STATE ST STA. 237+50 - STA. 245+50 64 P-105 N STATE ST STA. 245+50 - STA. 253+50 65 P-106 SCOTT ST STA. 51+30 - STA. 55+50 66 P-501 DETAILS TRAFFIC SIGNAL 67 T-101 STATE STREET AT GOBBI STREET 68 T-102 STATE STREET AT GOBBI STREET 69 T-103 S STATE STREET AT MILL STREET 70 T-104 S STATE STREET AT MILL STREET 71 T-105 N STATE STREET AT SCOTT STREET 72 T-106 N STATE STREET AT SCOTT STREET ELECTRICAL 73 E-001 GENERAL ELECTRICAL 74 E-101 S STATE STREET - STA 209+50-STA 218+50 75 E-102 N STATE STREET - STA 237+50-STA 245+50 76 E-103 N STATE STREET - STA 245+50-STA 253+50 77 E-501 ELECTRICAL DETAILS -1 78 E-601 SINGLE LINE DIAGRAM & SCHEDULE LANDSCAPING AND IRRIGATION: MATERIALS & LAYOUT PLANS 7980 LM-101 81 LM-102 82 LM-103 83 LM-104 84 LM-501 LANDSCAPING AND IRRIGATION: PLANTING PLANS 8586 LP-101 87 LP-102 88 LP-103 89 LP-104 90 LP-105 91 LP-501 LANDSCAPING AND IRRIGATION: IRRIGATION PLANS 92 IP-101 93 IP-102 94 IP-103 95 IP-104 9697 IP-501 98 IP-502 99 IP-503 IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION LEGEND AND NOTES IRRIGATION DETAILS IRRIGATION DETAILS U-111 UTILITY UNDERGROUNDING PLANS 100 101 102 103 ----- 104 105 106 107 NORTON TO HENRY & MILL TO GOBBI CONDUIT LAYOUT NORTON TO HENRY & MILL TO GOBBI NORTON TO HENRY & MILL TO GOBBI NORTON TO HENRY & MILL TO GOBBI NORTON TO HENRY & MILL TO GOBBI NORTON TO HENRY & MILL TO GOBBI NORTON TO HENRY & MILL TO GOBBI ----- ----- ----- ----- ----- ----- ----- LM-105 LP-502 IP-500 IRRIGATION DETAILS

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2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
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This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
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© 2023 GHD 11225278

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L G-003
3 NOTES, LEGEND AND
ABBREVIATIONS AJP JS GENERAL NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2018 CALTRANS STANDARD PLANS AND SPECIFICATIONS, CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), CITY OF UKIAH SPECIFICATIONS, CITY OF UKIAH STANDARD DRAWINGS AND THE PROJECT CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR UNDERSTANDING ALL STANDARDS PERTAINING TO THIS PROJECT. 2. THE CONTRACTOR SHALL PROVIDE, PROCURE AND PAY FOR ALL PERMITS REQUIRED TO EXECUTE AND COMPLETE THE WORK. THESE INCLUDE, BUT ARE NOT LIMITED TO A CITY OF UKIAH ENCROACHMENT PERMITS, CURRENT CITY OF UKIAH BUSINESS LICENSE, AND A VALID AND PROPER CONTRACTOR'S CLASS "A" LICENSE. ENCROACHMENT PERMITS MUST BE LOCATED ON THE JOB SITE DURING WHICH TIME CONTRACTOR IS WORKING THERE. 3. LOCATION OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE ONLY AND BASED ON THE BEST AVAILABLE INFORMATION. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A) A MINIMUM OF TWO WORKING DAYS PRIOR TO LOCATE ALL UTILITIES IN ADVANCE OF ANY EXCAVATION. DIAL (TOLL FREE) 811 OR 1-800-227-2600. 4. CONTRACTOR TO POTHOLE ALL UNDERGROUND UTILITIES A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF ANY EXCAVATION PER THE REQUIREMENTS OF CALIFORNIA GOVERNMENT CODE 4216. THIS COST WILL BE INCLUDED IN THE PIPE INSTALLATION. THE POTHOLING REQUIRES A LOG SUBMITTED TO DETERMINE THE HORIZONTAL AND VERTICAL LOCATION OF THE UTILITY, TYPE, SIZE, PIPE MATERIAL, AND DEPTH TO THE BOTTOM AND TOP OF THE UTILITY. IF UNMARKED UTILITIES ARE ENCOUNTERED, OR IF UNABLE TO LOCATED A MARKED UTILITY AFTER POTHOLING, IMMEDIATELY NOTIFY THE OWNER AND ENGINEER. 5. CONTRACTOR SHALL NOTIFY ALL PUBLIC OR PRIVATE UTILITY COMPANIES 48 HOURS PRIOR TO COMMENCEMENT OF WORK ADJACENT TO EXISTING UTILITY LINES UNLESS ENCROACHMENT PERMIT SPECIFIES OTHERWISE. 6. THE CONTRACTOR SHALL PROTECT AND PRESERVE CITY MONUMENTS THAT ARE NOT SPECIFIED FOR REPLACEMENT. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER 10 WORKING DAYS IN ADVANCE FOR REFERENCING OF EXISTING MONUMENTS TO BE DISTURBED. THE CONTRACTOR SHALL RECONSTRUCT DISTURBED MONUMENTS IN ACCORDANCE WITH CITY STANDARD DRAWING NO. 140. 7. CONSTRUCTION MATERIALS AND EQUIPMENT SHALL BE NEW AND OF A QUALITY EQUAL TO THAT SPECIFIED OR APPROVED. WORK SHALL BE COMPLETED IN A THOROUGH AND WORKMANLIKE MANNER. 8. WHENEVER ANY MATERIAL OR EQUIPMENT IS INDICATED OR SPECIFIED BY PATENT OR PROPRIETARY NAME OR BY THE NAME OF THE MANUFACTURER, SUCH SPECIFICATION SHALL BE CONSIDERED AS USED FOR DESCRIBING THE MATERIAL OR EQUIPMENT DESIRED AND SHALL BE CONSIDERED AS FOLLOWED BY THE WORDS "OR APPROVED EQUIVALENT". THE CONTRACTOR MAY OFFER A MATERIAL OR EQUIPMENT WHICH SHALL BE EQUIVALENT IN EVERY RESPECT TO THAT SPECIFIED; PROVIDED THAT WRITTEN APPROVAL FIRST IS OBTAINED FROM THE ENGINEER. 9. MATERIALS SHALL BE SO STORED TO ENSURE THE PRESERVATION OF THEIR QUALITY AND FITNESS FOR THE WORK. THEY SHALL BE SO LOCATED AND DISPOSED THAT PROMPT AND PROPER INSPECTION THEREOF MAY BE MADE. 10.THE CITY SHALL HAVE THE RIGHT TO TAKE POSSESSION OF AND USE ANY COMPLETED OR PARTIALLY COMPLETED PORTIONS OF THE WORK. NOT WITHSTANDING THE TIME FOR COMPLETING THE ENTIRE WORK OF SUCH PORTIONS WHICH MAY NOT HAVE EXPIRED; BUT SUCH TAKING POSSESSION AND USE SHALL NOT BE DEEMED AN ACCEPTANCE OF ANY WORK NOT COMPLETED IN ACCORDANCE WITH THE PROJECT CONSTRUCTION DOCUMENTS. IF SUCH PRIOR USE INCREASES THE COST OF OR DELAYS THE WORK, THE CONTRACTOR SHALL BE ENTITLED TO SUCH EXTRA COMPENSATION, OR EXTENSION OF TIME OR BOTH, AS THE ENGINEER MAY DETERMINE. 11.CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY AND ITS REPRESENTATIVES HARMLESS FROM ANY AND ALL LIABILITY, REAL AND/OR ALLEGED, IN CONJUNCTION WITH THE PERFORMANCE OF THIS PROJECT. 12.ALL EXCAVATED MATERIAL SHALL BE DISPOSED OF AS GENERATED AND AT NO TIME SHALL THE CONTRACTOR PLACE EXCAVATED MATERIAL AT THE WORK SITE. 13.CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING FEATURES, STRUCTURES AND UTILITIES DURING CONSTRUCTION. ALL DAMAGES SHALL BE REPAIRED/REPLACED AT THE CONTRACTOR'S EXPENSE AND TO THE SATISFACTION OF THE ENGINEER. 14.ALL CONCRETE SHALL BE SAW CUT AND REMOVED ALONG EXISTING SCORE LINES, UNLESS NOTED OTHERWISE. 15.ALL SEWER MANHOLES, MAINLINE CLEANOUTS AND WATER VALVES THAT ARE ON ACTIVE SYSTEMS SHALL BE ACCESSIBLE TO CITY PERSONNEL AT ALL TIMES AND SHALL BE BROUGHT TO FINISH GRADE WITHIN 48 HOURS OF PAVING. ANY DAMAGES TO THE CITY OR OTHER UTILITIES CAUSED BY CONTRACTOR OPERATIONS SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 16.CONTRACTOR SHALL VERIFY LOCATIONS, LEVELS, DISTANCES, AND FEATURES THAT MAY AFFECT THE WORK. SHOULD EXISTING CONDITIONS DIFFER FROM THOSE SHOWN OR INDICATED, OR IF IT APPEARS THAT THESE PLANS, STANDARD SPECIFICATIONS, AND SPECIAL PROVISIONS DO NOT ADEQUATELY DETAIL THE WORK TO BE DONE, CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONTINUING WITH ANY RELATED WORK. NO ALLOWANCE WILL BE MADE IN HIS BEHALF FOR ANY EXTRA EXPENSE RESULTING FROM FAILURE OR NEGLECT IN DETERMINING THE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. 17.ALL PIPE LENGTHS ARE MEASURED HORIZONTALLY FROM CENTER OF STRUCTURES. 18.CONTRACTOR SHALL PROVIDE AND MAINTAIN SUFFICIENT BARRICADES TO PROVIDE FOR THE SAFETY OF THE GENERAL PUBLIC TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC WORKS. 19.CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 72 HOURS IN ADVANCE OF COMMENCEMENT OF ANY PART OF THE WORK. 20.CONTRACTOR SHALL MAINTAIN REASONABLE ACCESS TO ALL DRIVEWAYS DURING CONSTRUCTION PER SECTION 7-1.03 AND 7-1.04 OF THE STANDARD SPECIFICATIONS. 21.CAUTION SHALL BE EXERCISED WHEN EXCAVATING WITHIN THE DRIPLINE OF ANY TREE SHOWN ON THE PLANS TO BE PROTECTED. ROOTS LARGER THAN 2 INCHES SHALL NOT BE CUT WITHOUT PERMISSION FROM THE ENGINEER. 22.ALL LANDSCAPING AND IRRIGATION SYSTEMS OR OTHER PRIVATE OR PUBLIC IMPROVEMENTS DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED IN KIND AS DIRECTED BY THE ENGINEER. 23.CONTRACTOR SHALL PROVIDE RECORD DRAWINGS AT THE COMPLETION OF CONSTRUCTION PER CITY REQUIREMENTS. 24.COMPACT FILL AREAS AND TOP 6" OF CUT AREAS TO 95% OF MAXIMUM DENSITY AS MEASURED BY ASTM D1557. CONTRACTOR SHALL IMPORT ACCEPTABLE MATERIALS AS NECESSARY. 25.ALL GRADES SHOWN ARE FINISH GRADES. ALLOW FOR VARYING THICKNESS OF BASE, PAVING, AND CONCRETE IN PREPARING SUBGRADE. 26.CONTRACTOR SHALL OBTAIN A TRENCH SAFETY PERMIT FROM THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO EXCAVATION OF ANY TRENCH GREATER THAN 5-FEET DEEP. EROSION CONTROL NOTES: 1. ALL EROSION CONTROL MEASURES SHALL CONFORM TO THE PROJECT SWPPP, THE STORMWATER POLLUTION PREVENTION PLAN AND WATER POLLUTION CONTROL PROGRAM PREPARATION MANUAL (JUNE 2011), THE CONSTRUCTION SITE BEST MANAGEMENT PRACTICES MANUAL AND THE CONSTRUCTION SITE MONITORING PROGRAM GUIDANCE MANUAL. 2. THE CONTRACTOR SHALL EXERCISE CARE DURING CLEARING AND GRADING OPERATIONS TO MINIMIZE EROSION AND SEDIMENT TRANSPORT OFF SITE. 3. THE CONTRACTION SHALL CONDUCT ALL OPERATIONS SO AS TO PREVENT ANY UNNECESSARY DISTURBANCE OF SOIL OR EXISTING VEGETATION. 4. THE CITY IS RESPONSIBLE FOR COMPLYING WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT NO. CAS000002 WASTE DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION. CONSTRUCTION ACTIVITIES INCLUDE BUT ARE NOT LIMITED TO CLEARING, GRADING, EXCAVATION, STOCKPILING, AND RECONSTRUCTION OF EXISTING FACILITIES INVOLVING REMOVAL AND REPLACEMENT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE COMPLIANCE THROUGH THE DEVELOPMENT AND IMPLEMENTATION OF THE PROJECT SWPPP. TRAFFIC NOTES: 1. CONTRACTOR SHALL SUBMIT CONSTRUCTION TRAFFIC CONTROL PLAN TO THE CITY OF UKIAH FOR REVIEW AND APPROVAL A MINIMUM OF (2) WEEKS BEFORE BEGINNING ANY CONSTRUCTION ACTIVITY. THE TRAFFIC CONTROL PLAN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND PREPARED BY A LICENSED CIVIL OR TRAFFIC ENGINEER. 2. TRAFFIC SIGNAL(S) SHALL REMAIN FUNCTIONAL DURING CONSTRUCTION, EXCEPT WHEN REWIRING THE TRAFFIC SIGNAL TO ACCOMPLISH THE SIGNAL MODIFICATIONS AS SHOWN ON THE PLANS. TRAFFIC SIGNAL SHUT-DOWNS SHALL BE COORDINATED WITH THE CITY A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF THE SHUT-DOWN. TRAFFIC SIGNAL SHUT-DOWNS SHALL BE APPROVED IN WRITING BY THE CITY. TRAFFIC SIGNAL SHUT-DOWNS AND RELATED WORK SHALL BE PERFORMED AT NIGHT BETWEEN THE HOURS 10:00 PM AND 6:00 AM. CONTRACTOR SHALL SUBMIT A LOCATION SPECIFIC TRAFFIC CONTROL PLAN AND PROVIDE ALL NECESSARY TEMPORARY TRAFFIC CONTROL EQUIPMENT, FLAGGERS, LIGHTING AND CONTROL DEVICES TO MAINTAIN TRAFFIC DURING TRAFFIC SIGNAL WORK. 3. ALL SIGNAL LOOP WIRING TO REMAIN IN SERVICE SHALL BE REPAIRED OR REPLACED IF SAWCUT OR DAMAGED. 4. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE PERMITS AND REGULATIONS LEGEND: EXISTING ABBREVIATIONS: NEW DRAIN INLET/CATCH BASIN SANITARY SEWER MANHOLE STORM DRAIN MANHOLE CULVERT WATER VALVE MISC UTILITY UTILITY BOX FIRE HYDRANT TRAFFIC SIGNAL POLE POWER POLE POLE WITH LIGHT GUY WIRE POST TREE MARSH CITY MONUMENT SIGN TRAFFIC SIGNAL TRANSFORMER ELECTRICAL VAULT CHAINLINK FENCE ESA FENCE ADA RAMP STORM DRAIN SUBDRAIN WATER WATER ABANDONED SEWER STORM DRAIN STORM DRAIN INLET GAS JOINT TRENCH COMMUNICATION UNDERGROUND ELECTRIC OVERHEAD UTILITY SIDEWALK, CURB, AND GUTTER GUTTER FLOW DIRECTION TOPOGRAPHIC CONTOUR RIGHT-OF-WAY PUBLIC UTILITY EASEMENT PUBLIC EASEMENT BORING LOCATION POTHOLE LOCATION FLAG POLE SLEEVE PARKING METER POST APN ASSESSOR'S PARCEL NUMBER BC BEGIN CURVE BFP BACK FLOW PREVENTER BOT BOTTOM BSW BACK OF SIDEWALK

C CONDUIT CATV CABLE TELEVISION CB CATCH BASIN CHKD CHECKED CLSM CONTROLLED LOW-STRENGTH MATERIAL COM COMMUNICATION CR CURB RETURN D DISTANCE, DEPTH DI DROP INLET DEPT DEPARTMENT DRWN DRAWN DWG DRAWING DWY DRIVEWAY (E) EXISTING EB ELECTRIC BOX EC END CURVE EG EXISTING GRADE ELEC ELECTRICAL EP EDGE OF PAVEMENT EQ EQUIVALENT E.V. ELECTRICAL VAULT FG FINISHED GRADE FH FIRE HYDRANT FL FLOW LINE FS FINISHED SURFACE FT FOOT/FEET FSW FRONT OF SIDEWALK G GAS GB GRADE BREAK HDPE HIGH DESITY POLYETHYLENE HMA HOT MIX ASPHALT HP HINGE POINT I.D. INSIDE DIAMETER IN INCH/INCHES INV INVERT IRR IRRIGATION IP IRON PIPE JP JOINT POLE JP W/UG JOINT POLE WITH UNDERGROUND JT JOINT TRENCH L LEFT, LENGTH LG LIP OF GUTTER MH MANHOLE MON MONUMENT (N) NEW O.C. ON CENTER OFF OFFSET OH OVER HEAD ELECTRIC PB PULL BOX PERF PERFORATED POLY POLYETHYLENE PROJ PROJECT PUE PUBLIC UTILITY EASEMENT PVC POLYVINYLCHLORIDER RADIUS, RIGHT R.C. RELATIVE COMPACTION SL STREET LIGHT SS SANITARY SEWER STD. STANDARD STD. XX CALTRANS STANDARD PLAN NUMBER STA STATION TC TOP OF CURB TEL TELEPHONE/TELECOMMUNICATION TYP TYPICAL UG UNDERGROUND VAR VARIES W WATER WM WATER METER WV WATER VALVE XFMR TRANSFORMER 585 585 ELECTRICAL NOTES: 1. ALL TRENCHING, BACKFILLING, AND INSTALLATION OF ELECTRIC STRUCTURES SHALL BE IN ACCORDANCE WITH CITY OF UKIAH ELECTRIC DEPARTMENT'S CURRENT STANDARD PRACTICES. THE CONTRACTOR SHALL INSTALL ALL CONDUITS, VAULTS, PULL BOXES AND PULL-IN TAPE, AND ALL ASSOCIATED MATERIAL. TRENCH ALIGNMENTS AND EXCAVATION LIMITS MAY BE ADJUSTED IN THE FIELD BY THE CITY TO AVOID EXISTING FACILITIES. 2. THE CONTRACTOR SHALL POTHOLE ALL UNDERGROUND UTILITIES LOCATIONS TO DETERMINE EXACT DEPTH PRIOR TO TRENCHING. CALL UNDERGROUND SERVICE ALERT (USA) 48 HOURS IN ADVANCE AT 811 OR 1-800-227-2600. 3. THE CONTRACTOR SHALL CALL THE CITY OF UKIAH ELECTRIC DEPARTMENT AT LEAST 48 HOURS IN ADVANCE FOR INSPECTIONS OF ALL CONDUIT, TRENCHING AND GROUNDING, PRIOR TO BACKFILL. NORMAL WORK HOURS ARE MONDAY THROUGH THURSDAY. CONTRACTOR SHALL PAY ALL OVERTIME PREMIUMS ASSOCIATED WITH INSPECTIONS OUTSIDE OF THE NORMAL WORKDAY/WORKWEEK. 4. ANY CHANGES TO THE APPROVED CONTRACT DOCUMENTS MUST BE APPROVED BY THE CITY OF UKIAH ELECTRIC DEPARTMENT REPRESENTATIVE IN WRITING (JIM LOZANO 707-467-2823). 5. THE CONTRACTOR SHALL SHORE ALL TRENCHES 5 FEET IN DEPTH OR GREATER. SHORING SHALL BE IN ACCORDANCE WITH THE CONSTRUCTION SAFETY ORDERS OF THE DIVISION OF OCCUPATIONAL SAFETY AND HEALTH. 6. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL WATER AND DEBRIS FROM NEWLY INSTALLED CONDUITS. CONDUITS SHALL BE FREE OF DIRT, ROCKS AND OTHER OBSTRUCTIONS, THAT MAY HINDER OR HARM THE INSTALLATION OF ELECTRICAL CONDUCTORS. ALL NEWLY INSTALLED CONDUITS SHALL BE PROVED WITH MANDREL AND PULL/MULE TAPE (NO SPLICES) INSTALLED WITH A MINIMUM OF 2500 LB OF TENSILE STRENGTH, APPROVED BY THE CITY. 7. THE CONTRACTOR IS RESPONSIBLE FOR CONDITION OF ALL SUBSTRUCTURES (FOR EXAMPLE, TRENCH SETTLEMENT, DAMAGED SUBSTRUCTURES ETC) UNTIL ONE YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION. NOTE: 1. SOME ABBREVIATIONS MAY BE USED IN COMBINATION. 2. REFER TO CURRENT CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS FOR ADDITIONAL ABBREVIATIONS NOT LISTED. B1 12" SD 10" SS NOTE: SEE LANDSCAPE PLANS FOR ADDITIONAL LEGEND INFO. PH1 PM SEWER CONSTRUCTION NOTES: 1. CONTRACTOR MUST LOCATE THE EXISTING SANITARY SEWER CLEANOUT AND PRIVATE/PUBLIC SANITARY SEWER LATERAL AT EACH PARCEL PRIOR TO SANITARY SEWER CONSTRUCTION. 2. NEW SEWER MAINS ARE TO BE CLEANED AND FREE OF DEBRIS, BY MEANS OF AN APPROVED METHOD (E.G. RUBBER BALL WASHED THROUGH, HYDRO-CLEANER ETC.) PRIOR TO TESTS FOR LEAKAGE AND DEFLECTION. 3. PIPE DEFLECTION SHALL BE TESTED BY USE OF A STEEL MANDREL WITH MAXIMUM ALLOWABLE DEFLECTION OF 5%. CONTRACTOR SHALL PROVIDE A STEEL MANDREL AT THE JOBSITE FOR EVERY DIAMETER OF SEWER MAIN CONSTRUCTED. SEE DETAIL 1 ON DRAWING U-502. 4. SEWER MAINS SHALL BE TESTED FOR SOUNDNESS AND TIGHTNESS (LEAKAGE) BY THE USE OF LOW-PRESSURE AIR TEST OR A HYDROSTATIC TEST WITH A MINIMUM OF 10' OF HEAD AND ANY PORTION OF THE MAIN TO BE TESTED. CONTRACTOR SHALL HAVE ON-SITE, A MEANS BY WHICH TO TEST THE MAIN. 5. MANHOLES SHALL BE COATED INSIDE WITH ONE (1) COAT OF THORO-SEAL, XPEX, OR APPROVED EQUAL. 6. MANHOLES SHALL BE SUBJECT TO HYDROSTATIC TESTS, BY FILLING WITH WATER AND MEASURING THE DROP IN WATER LEVEL OVER A 30 MINUTE PERIOD. PRIOR TO THE 30 MINUTE TEST, MANHOLES SHALL BE FILLED WITH WATER FOR A MINIMUM OF 24 HOUR PERIOD. 7. ALL TRENCHES SHALL BE BACKFILLED IN ACCORDANCE WITH STANDARD DRAWING NO. 220, PRIOR TO TESTS FOR LEAKAGE AND DEFLECTION. 8. INSTALL ALL (N) SEWER MAINS AND LATERALS IN TRENCHES IN ACCORDANCE WITH CITY STD 220. WATER CONSTRUCTION NOTES: 1. METER BOXES AND VAULTS SHALL BE SET SO THAT THE READING LIDS ARE ALIGNED OVER THE METER REGISTERS AS CLOSELY AS POSSIBLE. 2. INSTALL ALL (N) WATER MAINS IN TRENCHES IN ACCORDANCE WITH CITY STD 320.

Page 188 of 511 ends

193+00 194+00 195+00 196+00 197+00 198+00 199+00 200+00 201+00 202+00 203+00 204+00 205+00
206+00
207+00
208+00
209+00
210+00
211+00
212+00
213+00
214+00
215+00
216+00
217+00
218+00
219+00
W. MILL STREET E. MILL STREET
1 2 100 114 115 116 117 118 120 121 125 126 127 128 129 130 131 182 80011 132 133 134 135 136 137 138 139 S. STATE STREET E. GOBBI STREET

CHERRY STREET

FREITAS AVENUE
N5°11'48"W 1968.37' L=262.16, R=20000.00 D=0°45'00" L=298.97, R=23000.00 D=0°44'40" N6°41'33"W 747.97' E. GOBBI STREETPCC STA 203+46.94 PT STA 206+09.10 PC STA 200+47.97 N 2178893.10 E 6219678.80 STA 208+44.95 S STATE ST= STA 101+50.0 GOBBI ST 103+50
100+00 101+00 102+00
103+00
N71°57'00"E 350.00' N 2180490.89 E 6219702.06 N 2180382.45 E 6219369.29 239+00 240+00
241+00
242+00
243+00
244+00
245+00
246+00
247+00
248+00
249+00
250+00
251+00
252+00
253+00
254+00
254+70
51+00
52+00
53+00
54+00
55+00
56+00

HENRY STREET
N. STATE STREET
3 4
5 6 58 59 60 61 85 92 93 166 167 168 169 173 174 175 176 177 178 179 180 80004 80005 80006 80007 80008 80009 80010 140 141 SCOTT STREET S87°57'17"E 393.18' L=136.35, R=900.00 D=8°40'50" N1°56'35"W 1450.76'
NORTON STREET PC STA 238+82.89 PT STA 240+19.24 N 2185022.70 E 6219050.23 34+50 35+00 35+50 STA 240+49.89 N STATE ST= STA 35+50.00 HENRY ST STA 246+66.45 N STATE ST= STA 55+50.00 SCOTT ST STA 248+36.38 N STATE ST= STA 75+50.00 NORTON ST N 2184229.59 E 6218627.74

CLARA AVENUE POINT TABLE POINT NUMBER
1 2
3 4
5 658596061859293 100 114 115 116 117 118 120 121 125 126 127 128 129 130 131 132 133 NORTHING 2180576.401 2181346.109 2183720.772 2184364.263 2183563.854 2183557.260 2183756.335 2183606.509 2183603.439 2183542.840 2183552.981 2184219.608 2183873.074 2181183.699 2181316.228 2181016.455 2180830.813 2180639.844 2180356.771 2180502.696 2180434.779 2180886.125 2180761.827 2180363.758 2180566.639 2180482.594 2180723.056 2180691.748 2180169.905 2179957.985 EASTING 6219528.172 6219392.738 6219067.196 6219105.188 6219072.349 6218803.565 6219133.110 6219115.130 6219098.403 6219100.433 6218826.199 6219077.473 6219129.257 6219471.711 6219477.772 6219429.929 6219503.843 6219463.699 6219479.049 6219651.209 6219406.303 6219435.134 6219446.449 6219239.860 6219961.820 6219787.431 6220376.046 6220376.443 6219563.505 6219519.823 ELEVATION 612.94 618.77 625.81 624.94 627.13 628.88 626.08 626.10 626.42 628.14 628.21 624.94 629.10 617.09 618.79 614.95 613.77 613.14 613.00 610.64 614.18 614.01 613.68 616.80 605.95 609.31 602.82 601.94 613.55 616.35 DESCRIPTION SET CPI CTRL CUT 'X' SET CPI CTRL CUT 'X' SET CPI CTRL CUT 'X' SET CPI CTRL CUT 'X' SET CPI CTRL CUT 'X' SET CPI CTRL MAG NAIL FND BRASS TAG LS4518 FND MON FND CTRL MON FND MON FND 3/16" PIN IN WELL FND 3/4" COPPERWELD IN MON WELL FND BRASS TAG ON BRIDGE WALL SET CPI CTRL CUT 'X' SET CPI CTRL CUT 'X' SET CPI CTRL CUT 'X' SET CPI CTRL CUT 'X' SET CPI CTRL CUT 'X' SET CPI CTRL CUT 'X' SET CPI CTRL CUT 'X' SET CPI CTRL CUT 'X' FND BRASS TAG LS FND 1/2'' IRON PIPE LS7173 FND 1/2'' IRON PIPE LS8155 FND MON NO TAG1/8 FND 1/2'' IRON PIPE NO TAGW/ SET CPI CTRL CUT 'X' FND MON NO TAG2 SET CPI CTRL MAG NAIL SET CPI CTRL CUT 'X' POINT TABLE POINT NUMBER 134 135 136 137 138 139 140 141 166 167 168 169 173 174 175 176 177 178 179 180 182 80004 80005 80006 80007 80008 80009 80010 80011 NORTHING 2179780.810 2179556.358 2179390.771 2179196.712 2179078.063 2181385.835 2184241.989 2184246.468 2184528.751 2185020.660 2185020.093 2184088.116 2184423.207 2184377.548 2184203.884 2184244.673 2184279.787 2184189.718 2184189.727 2184136.010 2179646.061 2184343.865 2184823.175 2184191.799 2184008.306 2183966.838 2183607.178 2184419.872 2180248.086 EASTING 6219607.320 6219562.998 6219648.324 6219610.669 6219607.479 6219392.115 6218849.062 6218724.702 6219107.061 6219060.513 6219050.403 6219121.570 6219217.800 6219294.875 6218958.113 6218936.774 6219116.593 6219118.472 6219118.558 6219120.416 6219192.978 6219039.766 6219091.605 6219032.610 6219117.193 6219053.491 6219131.170 6219242.149 6219103.555 ELEVATION 615.82 616.50 615.13 615.39 615.95 618.97 626.37 626.81 625.06 625.89 625.47 625.29 622.55 621.76 626.38 625.81 625.12 625.52 625.53 625.68 620.78 625.13 625.61 626.03 625.56 625.53 626.69 622.88 620.66 DESCRIPTION SET CPI CTRL CUT 'X' SET CPI CTRL CUT 'X' SET CPI CTRL MAG NAIL SET CPI CTRL CUT 'X' FND 1/2'' IRON PIPE NO TAGYELLOW SET CPI CTRL CUT 'X' SET CPI CTRL CUT 'X' SET CPI CTRL CUT 'X' FND MON LEAD FND MON NO TAGWELL FND MON NO TAGWELL FND 3/4'' IRON PIPE NO TAG FND 1/2'' IRON PIPE LSLS SET 1/2'' IRON PIPE RCE FND 3/4'' IRON PIPE NO TAG FND 1/2'' IRON PIPE NO TAG FND 3/4'' IRON PIPE NO TAG FND 3/4'' IRON PIPE NO TAG FND 1/2'' IRON PIPE NO TAG FND BRASS TAG LSRCE FND PIN NO CAPWELL SET CPI CTRL CUT 'X' SET CPI CTRL CUT 'X' SET CPI CTRL CUT 'X' SET CPI CTRL CUT 'X' SET CPI CTRL CUT 'X' SET CPI CTRL CUT 'X' SET CPI CTRL CUT 'X' SET CPI CTRL CUT 'X' 2023-02-22 5:25 PM JPARK2
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-CPI-0000-DWG-CI-GEN-0004.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2023 GHD 11225278

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT - PHASE II 107 G-004
4 SURVEY CONTROL DIAGRAM XXX XXX NOTES: 1. BENCHMARK: CINQUINI & PASSARINO CONTROL POINT NO. 1, BEING A SET CUT 'X' ON THE TOP OF CONCRETE CURB ON THE EASTERLY SIDE OF SOUTH STATE STREET, APPROXIMATELY 100± FEET NORTH OF E. GOBBI STREET AS SHOWN HEREON. ELEVATION = 612.93' (NAVD 88). THE ORTHOMETRIC ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988) AND WERE DETERMINED BY STATIC GPS TIES TO CGPS STATIONS HOPB, P189 & P190 WITH PUBLISHED ELLIPSOIDAL HEIGHTS OF HOPB =1160.485, P189 = 582.043' AND P190 = 666.932', IN ADDITION TO APPLYING THE NGS GEOID HEIGHT MODEL "GEOID2012B". 2. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE II, NAD 83, EPOCH 2017.50 AS DETERMINED LOCALLY BY A LINE BETWEEN CONTINUOUS GLOBAL POSITIONING SYSTEMS (CGPS) STATION HOPB AND STATION P190; BEING NORTH 22°12'24” WEST AS DERIVED FROM GEODETIC VALUES PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC). LEGEND: CONTROL POINT, CONTROL MONUMENT PARCEL LINE ROW N
0 100' 200'
N
0 100' 200' ROW CENTERLINE PROJECT CENTERLINE PK NAIL OR MAG NAIL OR LEAD & TACK OR CUT "X"

Page 189 of 511 ends

(E) 35.0' EASEMENT WHERE PRESENT

CONFORM AT (E)

LIP OF GUTTER CL
(E) 7" ± AC
(E) 12" ± AB

CONFORM AT (E)

LIP OF GUTTER
(E) 40.0' TO 75.0' R/W
(E) 56.5' ± TRAVEL WAY
(E) 6.8'±

SIDEWALK
(E) 11.8'±

SIDEWALK
6' WIDE

2.5" EDGE GRIND
6' WIDE

2.5" EDGE GRIND
(N) 2.5" HMA
OVERLAY 6 6 3
C-503 3
C-503
(E) 70.0' TO 75.0' R/W
(N) SIDEWALK & PLANTERS (N) SIDEWALK & PLANTERS

SIDEWALK

PER CITY STD
DETAIL 102

MATCH (E) SIDEWALK

OR LANDSCAPE

SURFACE

CURB AND

GUTTER PER CITY
STD DETAIL 102

2.0' TO 13.0'

PLANTED MEDIAN CL
(N) 15" AB
(N) 6" HMA
(N) 15" AB
(N) 6" HMA

MATCH (E) SIDEWALK

OR LANDSCAPE

SURFACE
VARIES

PER PLAN
VARIES

PER PLAN

SIDEWALK

PER CITY STD
DETAIL 102

CURB AND

GUTTER PER CITY
STD DETAIL 102

MEDIAN CURB MEDIAN CURB

SEE LM, LP, AND

IP PLANS FOR

CONTINUATION
(E) 7" ± AC
(E) 12" ± AB

CONFORM AT (E)

LIP OF GUTTER

CONFORM AT (E)
(E) 7" ± AC LIP OF GUTTER
(E) 12" ± AB
(N) GRIND &
OVERLAY 2.5" HMA CL
(E) 56.5' ± TRAVEL WAY
(E) 35.0' EASEMENT WHERE PRESENT (E) 40.0' TO 75.0' R/W (E) 6.8'±

SIDEWALK
(E) 11.8'±
SIDEWALK 2023-02-22 5:26 PM JPARK2 N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-GEN-0005 THRU 0006.DWG SHEET
DRWN:

PROJ NO:0 1" BAR IS ONE INCH ON ORIGINAL DRAWING

OF DESCRIPTION DATE MARK ISSUE
CHKD: REUSE OF DOCUMENTS 2235 Mercury Way, Suite 150 Santa Rosa, California 95407, USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com GHD Inc. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2023 GHD 11225278 CITY OF UKIAH DOWNTOWN STREETSCAPE AND ROAD DIET PROJECT - PHASE II 107 C87192 9/30/23 No. Exp. SI GER ET RED PROFESSIONA L ENGI NEER STAT E OF CA L I FOR N AI C I V I L EJ R EMY M. S C HMA L G-005 5 TYPICAL SECTIONS -1
ME JS B GRIND & OVERLAY PAVEMENT - S STATE STREET STA 207+42.88 TO STA 210+72.60

NO SCALE A
PAVEMENT OVERLAY - S STATE STREET STA 194+25.92 TO STA 207+42.88

NO SCALE C
STRUCTURAL SECTION - S STATE STREET STA 210+72.60 TO STA 217+99.38

NO SCALE

Page 190 of 511 ends

(E) 80.0' R/W
(N) 58' ± TRAVEL WAY
(N) 12.9' ± SIDEWALK/DRIVEWAY/

LANDSCAPE CL

11.5' LANE

15.0' TWO WAY

10.0' PARKING LANE 11.5' LANE LEFT TURN LANE 10.0' PARKING LANE (N) 11.1' ± SIDEWALK/DRIVEWAY/

LANDSCAPE

SIDEWALK PER CITY
STD DETAIL 102

MATCH (E) SIDEWALK OR

LANDSCAPE SURFACE

CURB AND GUTTER PER
CITY STD DETAIL 102
(N) 15" AB
(N) 6" HMA

VARIES PER
PLAN

VARIES PER
PLAN

SIDEWALK PER CITY
STD DETAIL 102

MATCH (E) SIDEWALK OR

LANDSCAPE SURFACE

CURB AND GUTTER PER
CITY STD DETAIL 102
(E) 10" PCC
(E) 12" AB

4.1% 2.7%

14.7' 14.7' (E) BUILDING
WIDTH
VARIES
EG
(E) 80.0' R/W
58' ± TRAVEL WAY

10.0' LANE 12' LANE 14.0' MEDIAN 12' LANE 10.0' LANE CL

SIDEWALK PER CITY
STD DETAIL 102

MATCH (E) SIDEWALK OR

LANDSCAPE SURFACE

CURB AND GUTTER PER
CITY STD DETAIL 102

VARIES PER
PLAN

SIDEWALK PER CITY
STD DETAIL 102

MATCH (E) SIDEWALK OR

LANDSCAPE SURFACE

CURB AND GUTTER PER
CITY STD DETAIL 102

VARIES PER
PLAN

9.3' ± SIDEWALK/DRIVEWAY/

LANDSCAPE

VARIES PER PLAN

11.1' ± SIDEWALK/DRIVEWAY/

LANDSCAPE

VARIES PER PLAN
(E) 10" PCC
(E) 12" AB
(E) 10" PCC
(E) 12" AB

2.1%

13.4' 14.3'

3.0%

MEDIAN CURB MEDIAN CURB
(N) 15" AB (N) 15" AB
(N) 6" HMA (N) 6" HMA

SEE LM, LP, AND

IP PLANS FOR

CONTINUATION
EG 2023-02-22 5:26 PM JPARK2 N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-GEN-0005 THRU 0006.DWG SHEET
DRWN:

PROJ NO:0 1" BAR IS ONE INCH ON ORIGINAL DRAWING

OF DESCRIPTION DATE MARK ISSUE
CHKD: REUSE OF DOCUMENTS 2235 Mercury Way, Suite 150 Santa Rosa, California 95407, USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com GHD Inc. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2023 GHD 11225278 CITY OF UKIAH DOWNTOWN STREETSCAPE AND ROAD DIET PROJECT - PHASE II 107 C87192 9/30/23 No. Exp. SI GER ET RED PROFESSIONA L ENGI NEER STAT E OF CA L I FOR N AI C I V I L EJ R EMY M. S C HMA L G-006 6 TYPICAL SECTIONS -2

ME JS E

STRUCTURAL SECTION WITH MEDIAN - N STATE STREET
STA 246+95.08 TO STA 248+75.03

NO SCALE D

STRUCTURAL SECTION - N STATE STREET
STA 240+35.35 TO STA 246+95.08 AND STA 248+02.50 TO STA 248+75.03

NO SCALE

Page 191 of 511 ends

197+00 198+00 S STATE ST 199+00 200+00
"ST-CL" LINE 6' 6'

REMOVE CONCRETE CURB AND GUTTER, AND

CONCRETE FLATWORK

REMOVE (E) CONCRETE PANELS, AGGREGATE

BASE, AND SUBGRADE TO REQUIRED DEPTH FOR
(N) STRUCTURAL SECTION

0.20' MIN COLD PLANE (E) AC PAVEMENT

CONFORM GRIND, PER

REMOVE STRIPING

REMOVE (E) ROADWAY STRUCTURAL SECTION

TO REQUIRED DEPTH

REMOVE TREE

SAWCUT LINE
EDGE GRIND, PER 3
C-503 1
C-503

REMOVE AC PAVEMENT
193+00 194+00 195+00 196+00
"ST-CL" 194+98.13, 23.10' R

EDGE GRIND (E) PAVEMENT

S STATE ST
"ST-CL" LINE CHERRY ST
"ST-CL" 194+25.92, 29.17' R

CONFORM
"ST-CL" 194+26.16, 28.89' L
CONFORM "ST-CL" 194+56.14, 22.91' L

EDGE GRIND (E) PAVEMENT
30' 6' 6'
"ST-CL" 194+55.95, 23.14' R

CONFORM
"ST-CL" 194+43.48, 52.44' R

CONFORM
"ST-CL" 194+84.78, 54.38' R
CONFORM VARIES 29.9' TO 31.3' 2023-02-22 5:34 PM JPARK2 N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-DEM-0101 THRU 0106.DWG SHEET
DRWN:

PROJ NO:0 1" BAR IS ONE INCH ON ORIGINAL DRAWING

OF DESCRIPTION DATE MARK ISSUE
CHKD: REUSE OF DOCUMENTS 2235 Mercury Way, Suite 150 Santa Rosa, California 95407, USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com GHD Inc. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2023 GHD 11225278 CITY OF UKIAH DOWNTOWN STREETSCAPE AND ROAD DIET PROJECT - PHASE II 107 C87192 9/30/23 No. Exp. SI GER ET RED PROFESSIONA L ENGI NEER STAT E OF CA L I FOR N AI C I V I L EJ R EMY M. S C HMA L D-101 7 DEMOLITION PLAN S STATE ST STA 193+00 - STA 200+50

RB JS -

DEMOLITION PLAN S STATE STREET
SCALE: 1" = 20'

DEMOLITION PLAN S STATE STREET
SCALE: 1" = 20' N 0 10' 20' 40' N 0 10' 20' 40' STA 196+75 MATCH LINE SEE BELOW STA 200+50 MATCH LINE SEE SHEET D-102

1. REMOVE (E) CURB AND GUTTER.

2. REMOVE (E) SIDEWALK, DRIVEWAY AND CURB RAMPS.

3. REMOVE (E) PAVEMENT MARKINGS.

4. REMOVE (E) TREE AND/OR STUMP.

5. REMOVE TREE GRATE.

6. REMOVE (E) TRASH RECEPTACLE.

7. REMOVE OR ABANDON TRAFFIC LOOPS. SEE TRAFFIC SIGNAL
PLANS FOR DETAILS.

8. REMOVE (E) STREET LIGHT.

9. REMOVE (E) VERTICAL CURB.

1. LOCATION OF EXISTING UTILITIES, STRUCTURES, AND OBSTACLES

SHOWN ON THE PLANS ARE FROM AVAILABLE RECORD
INFORMATION. EXACT LOCATION AND COMPLETENESS ARE NOT
GUARANTEED.

2. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT
(USA) AT (800) 227-2600 OR 811 A MINIMUM OF TWO WORKING DAYS

PRIOR TO ANY EXCAVATION OR PLANNED WORK OPERATIONS
FOR MARK OUTS OF EXISTING UNDERGROUND FACILITIES.

3. CONTRACTOR IS ADVISED OF THE PRESENCE OF SHALLOW
STORM DRAINS THROUGHOUT THE PROJECT AREA. STORM

DRAINS SHALL BE PROTECTED IN PLACE DURING ALL CONTRACT
WORK.

4. CONTRACTOR TO VERIFY LOCATION OF UTILITIES PRIOR TO
START OF WORK.

5. EXISTING FEATURES TO BE DEMOLISHED ARE DISPLAYED DARKER ON THIS PLAN.

6. SAWCUT LINES AND LIMITS OF DEMOLITION SHOWN ARE
APPROXIMATE. CONTRACTOR MAY ADJUST SAWCUT LINES AND

LIMITS OF DEMOLITION AS NECESSARY TO INSTALL PROPOSED
IMPROVEMENTS AND CONFORM TO EXISTING MATCH POINTS.

7. SEE TRAFFIC SIGNAL PLANS FOR REMOVAL/OR RELOCATION OF

EXISTING TRAFFIC SIGNAL FACILITIES UNLESS OTHERWISE
NOTED.

8. SEE UTILITY PLANS FOR EXISTING UNDERGROUND UTILITY

INFORMATION AS WELL AS WATER, SEWER, AND STORM DRAIN

DEMOLITION LIMITS AND FOR EXISTING MANHOLES, VALVES, AND BOXES THAT NEED TO BE ADJUSTED TO FINISHED GRADE.

9. SEE ELECTRICAL PLANS FOR DETAILS REGARDING
MODIFICATIONS TO THE EXISTING STREET LIGHT SYSTEM. STREET

LIGHTS TO BE REMOVED SHALL BE SALVAGED AND DELIVERED TO

THE CITY'S CORP YARD, REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL DETAILS.

10. MONUMENT BOXES TO BE ADJUSTED TO FINISHED GRADE PER

LAYOUT PLAN & PROFILE SHEETS AND PER CITY STANDARDS
(TYP).

11. REMOVE POLES, SEE UTILITY AND JOINT TRENCH PLANS FOR DETAILS.

12. CONTRACTOR IS RESPONSIBLE FOR PRESERVING THE INTEGRITY

OF HARDSCAPE TO BE ADJOINED BY NEW IMPROVEMENTS
DURING DEMOLITION ACTIVITIES.

SHEET GENERAL NOTES

DEMOLITION LEGEND
SHEET KEYNOTES STA 196+75 MATCH LINE SEE ABOVE

Page 192 of 511 ends

205+00 206+00 207+00 208+00 209+00 S STATE ST

E GOBBI ST

W GOBBI ST
"ST-CL" 207+42.88, 23.29' L

EDGE GRIND (E) PAVEMENT
"ST-CL" 209+20.61, 24.11' R
SAWCUT
"ST-CL" 208+75.78, 52.63' R
SAWCUT
"ST-CL" 209+19.06, 44.68' R
"ST-CL" 209+07.23, 58.84' R
"ST-CL" 208+91.12, 58.49' R
"ST-CL" 208+79.79, 51.87' R
BEG
"ST-CL" 209+20.61, 28.69' R
END
"ST-CL" 209+19.04, 28.69' R
1 1
2 "ST-CL" LINE
"ST-CL" 208+39.15, 48.87' R
SAWCUT
"ST-CL" 208+07.12, 26.99' R
SAWCUT
"ST-CL" 207+42.88, 22.94' R

EDGE GRIND (E) PAVEMENT
2 2
"ST-CL" 208+07.12, 31.98' R
BEG
"ST-CL" 208+34.46, 50.12' R
END
1 1 6' 6'
"ST-CL" 208+38.06, 60.14' R

SAWCUT/CONFORM
"ST-CL" 208+61.62, 46.80' L

CONFORM
"ST-CL" 208+02.10, 48.51' L
CONFORM 20' VARIES 27.6' TO 33.7'
"ST-CL" 208+14.84, 49.98' R
2 2
30'
(TYP) 7
"ST-CL" 209+25.13, 28.77' L
BEG 1
"ST-CL" 209+25.13, 35.15' L
2 "ST-CL" 208+01.36, 69.56' L
SAWCUT
"ST-CL" 208+26.92, 75.04' L
SAWCUT
"ST-CL" 208+32.35, 47.64' L

SAWCUT/CONFORM

REMOVE CONCRETE CURB AND GUTTER, AND

CONCRETE FLATWORK

REMOVE (E) CONCRETE PANELS, AGGREGATE

BASE, AND SUBGRADE TO REQUIRED DEPTH FOR
(N) STRUCTURAL SECTION

0.20' MIN COLD PLANE (E) AC PAVEMENT

CONFORM GRIND, PER

REMOVE STRIPING

REMOVE (E) ROADWAY STRUCTURAL SECTION

TO REQUIRED DEPTH

REMOVE TREE

SAWCUT LINE

EDGE GRIND, PER
3 C-503
1 C-503

REMOVE AC PAVEMENT
201+00 202+00 S STATE ST 203+00 204+00 205+00

FREITAS AVE
"ST-CL" LINE 6' 6'
"ST-CL" 201+48.90, 49.17' L

CONFORM
"ST-CL" 201+84.29, 49.13' L
CONFORM 26'
"ST-CL" 208+88.56, 166.56' R
SAWCUT
"ST-CL" 208+80.72, 168.18' R
SAWCUT
"ST-CL" 208+61.98, 77.40' R
SAWCUT
"ST-CL" 208+42.31, 81.46' R
SAWCUT
"ST-CL" 208+65.46, 54.69' R
SAWCUT/CONFORM 2023-02-22 5:34 PM JPARK2 N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-DEM-0101 THRU 0106.DWG SHEET
DRWN:

PROJ NO:
0 1" BAR IS ONE INCH ON ORIGINAL DRAWING

OF DESCRIPTION DATE MARK ISSUE
CHKD: REUSE OF DOCUMENTS 2235 Mercury Way, Suite 150 Santa Rosa, California 95407, USA T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com GHD Inc. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2023 GHD 11225278 CITY OF UKIAH DOWNTOWN STREETSCAPE AND ROAD DIET PROJECT - PHASE II 107 C87192 9/30/23 No. Exp.

SI GER
ET RED

PROFESSIONA L ENGI NEER
STAT E

OF CA L I FOR N AI

C I V I L
EJ R EMY M. S C HMA L
D-102
8 DEMOLITION PLAN S STATE ST STA. 200+50 - STA. 209+50
RB JS
-

DEMOLITION PLAN S STATE STREET
SCALE: 1" = 20'

DEMOLITION PLAN S STATE STREET
SCALE: 1" = 20'
N
0 10' 20' 40'
N
0 10' 20' 40' STA 205+00 MATCH LINE SEE BELOW STA 209+50 MATCH LINE SEE SHEET D-103

1. REMOVE (E) CURB AND GUTTER.

2. REMOVE (E) SIDEWALK, DRIVEWAY AND CURB RAMPS.

3. REMOVE (E) PAVEMENT MARKINGS.

4. REMOVE (E) TREE AND/OR STUMP.

5. REMOVE TREE GRATE.

6. REMOVE (E) TRASH RECEPTACLE.

7. REMOVE OR ABANDON TRAFFIC LOOPS. SEE TRAFFIC SIGNAL
PLANS FOR DETAILS.

8. REMOVE (E) STREET LIGHT.

9. REMOVE (E) VERTICAL CURB.

1. LOCATION OF EXISTING UTILITIES, STRUCTURES, AND OBSTACLES

SHOWN ON THE PLANS ARE FROM AVAILABLE RECORD
INFORMATION. EXACT LOCATION AND COMPLETENESS ARE NOT
GUARANTEED.

2. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT
(USA) AT (800) 227-2600 OR 811 A MINIMUM OF TWO WORKING DAYS

PRIOR TO ANY EXCAVATION OR PLANNED WORK OPERATIONS
FOR MARK OUTS OF EXISTING UNDERGROUND FACILITIES.

3. CONTRACTOR IS ADVISED OF THE PRESENCE OF SHALLOW
STORM DRAINS THROUGHOUT THE PROJECT AREA. STORM

DRAINS SHALL BE PROTECTED IN PLACE DURING ALL CONTRACT
WORK.

4. CONTRACTOR TO VERIFY LOCATION OF UTILITIES PRIOR TO
START OF WORK.

5. EXISTING FEATURES TO BE DEMOLISHED ARE DISPLAYED DARKER ON THIS PLAN.

6. SAWCUT LINES AND LIMITS OF DEMOLITION SHOWN ARE
APPROXIMATE. CONTRACTOR MAY ADJUST SAWCUT LINES AND

LIMITS OF DEMOLITION AS NECESSARY TO INSTALL PROPOSED
IMPROVEMENTS AND CONFORM TO EXISTING MATCH POINTS.

7. SEE TRAFFIC SIGNAL PLANS FOR REMOVAL/OR RELOCATION OF

EXISTING TRAFFIC SIGNAL FACILITIES UNLESS OTHERWISE
NOTED.

8. SEE UTILITY PLANS FOR EXISTING UNDERGROUND UTILITY

INFORMATION AS WELL AS WATER, SEWER, AND STORM DRAIN

DEMOLITION LIMITS AND FOR EXISTING MANHOLES, VALVES, AND BOXES THAT NEED TO BE ADJUSTED TO FINISHED GRADE.

9. SEE ELECTRICAL PLANS FOR DETAILS REGARDING
MODIFICATIONS TO THE EXISTING STREET LIGHT SYSTEM. STREET

LIGHTS TO BE REMOVED SHALL BE SALVAGED AND DELIVERED TO

THE CITY'S CORP YARD, REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL DETAILS.

10. MONUMENT BOXES TO BE ADJUSTED TO FINISHED GRADE PER

LAYOUT PLAN & PROFILE SHEETS AND PER CITY STANDARDS
(TYP).

11. REMOVE POLES, SEE UTILITY AND JOINT TRENCH PLANS FOR DETAILS.

12. CONTRACTOR IS RESPONSIBLE FOR PRESERVING THE INTEGRITY

OF HARDSCAPE TO BE ADJOINED BY NEW IMPROVEMENTS
DURING DEMOLITION ACTIVITIES.

SHEET GENERAL NOTES

DEMOLITION LEGEND
SHEET KEYNOTES STA 205+00 MATCH LINE SEE ABOVE STA 200+50 MATCH LINE SEE SHEET D-101

E GOBBI ST

LAYOUT PLAN - E GOBBI STREET
SCALE: 1" = 20'
0 10' 20' 40'
N

E GOBBI ST MATCH LINE SEE ABOVE E GOBBI ST MATCH LINE SEE ABOVE

Page 193 of 511 ends

210+00 211+00 212+00 213+00 214+00
2 2

S STATE ST
"ST-CL" 210+72.59, 26.10' L
SAWCUT
"ST-CL" 210+72.68, 26.13' R
SAWCUT
"ST-CL" 211+24.00, 37.50' R
"ST-CL" 211+21.34, 35.00' L
"ST-CL" 211+21.34, 28.32' L
BEG
"ST-CL" 211+23.84, 30.53' R
BEG
1 2
2 1
"ST-CL" 211+78.87, 38.39' L
SAWCUT "ST-CL" 212+26.24, 38.58' L
SAWCUT
"ST-CL" 213+37.29, 37.03' L
SAWCUT
"ST-CL" 213+63.61, 37.02' L
SAWCUT
"ST-CL" 213+94.51, 38.72' L
SAWCUT
"ST-CL" 211+44.21, 41.97' R
SAWCUT
"ST-CL" 211+81.84, 42.15' R
SAWCUT
"ST-CL" LINE
4 4 4 4 4
4 4 4 4 4 4 5
5 5 5 5 5
5 5 5 5 5 5
5 7 (TYP)
8 5 4
8 "ST-CL" 210+31.93, 28.83' L
END
"ST-CL" 210+31.93, 35.12' L
1 2

PROTECT (E) SDMH
"ST-CL" 210+83.94, 40.15' L
"ST-CL" 210+63.30, 35.01' L
2 2
"ST-CL" 210+78.65, 44.60' R
"ST-CL" 209+59.52, 36.04' R
2 2 E MIll ST
214+00 215+00 216+00 217+00 218+00
2 2

S STATE ST
"ST-CL" 217+91.66, 51.29' R
SAWCUT
"ST-CL" 217+84.59, 50.83' R
END
"ST-CL" 217+78.57, 50.49' R
"ST-CL" 217+93.33, 24.60' R
SAWCUT
"ST-CL" 217+99.38, 24.06' R

CONFORM
"ST-CL" 217+76.49, 74.29' L

CONFORM
"ST-CL" 217+70.63, 73.04' L
SAWCUT
"ST-CL" 217+57.82, 70.32' L
"ST-CL" 217+63.72, 71.57' L
END
1 2
1 2
"ST-CL" 214+22.38, 38.78' L
SAWCUT
"ST-CL" 214+47.02, 38.14' L
SAWCUT
"ST-CL" 214+79.05, 38.05' L
SAWCUT
"ST-CL" 216+35.42, 38.21' L
SAWCUT
"ST-CL" 216+64.39, 38.14' L
SAWCUT
"ST-CL" 214+35.22, 42.20' R
SAWCUT
"ST-CL" 214+69.33, 42.10' R
SAWCUT
"ST-CL" 214+81.75, 39.10' R
SAWCUT
"ST-CL" 215+08.17, 37.01' R
SAWCUT
"ST-CL" 215+48.10, 37.02' R
SAWCUT
"ST-CL" 215+66.07, 37.03' R
SAWCUT "ST-CL" 216+61.16, 36.96' R
SAWCUT
"ST-CL" 216+83.50, 36.95' R
SAWCUT
"ST-CL" 217+01.56, 36.95' R
SAWCUT
"ST-CL" 217+20.61, 36.96' R
SAWCUT
"ST-CL" LINE
4 4
4 4 4
4 4
4 4 4 4
5 5 5 5 5
5 5
5 5 5
5 3
3 5 4
8 W MILL ST

PROTECT (E) PAVERS
6'
"ST-CL" 217+97.65, 51.66' R

CONFORM

REMOVE CONCRETE CURB AND GUTTER, AND

CONCRETE FLATWORK

REMOVE (E) CONCRETE PANELS, AGGREGATE

BASE, AND SUBGRADE TO REQUIRED DEPTH FOR
(N) STRUCTURAL SECTION

0.20' MIN COLD PLANE (E) AC PAVEMENT

CONFORM GRIND, PER

REMOVE STRIPING

REMOVE (E) ROADWAY STRUCTURAL SECTION

TO REQUIRED DEPTH

REMOVE TREE

SAWCUT LINE

EDGE GRIND, PER
3 C-503
1 C-503
REMOVE AC PAVEMENT 2023-02-22 5:35 PM JPARK2 N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-DEM-0101 THRU 0106.DWG SHEET
DRWN:

PROJ NO:
0 1" BAR IS ONE INCH ON ORIGINAL DRAWING

OF DESCRIPTION DATE MARK ISSUE
CHKD: REUSE OF DOCUMENTS 2235 Mercury Way, Suite 150 Santa Rosa, California 95407, USA T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com GHD Inc. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2023 GHD 11225278 CITY OF UKIAH DOWNTOWN STREETSCAPE AND ROAD DIET PROJECT - PHASE II 107 C87192 9/30/23 No. Exp.

SI GER
ET RED

PROFESSIONA L ENGI NEER
STAT E

OF CA L I FOR N AI

C I V I L
EJ R EMY M. S C HMA L

DEMOLITION PLAN S STATE STREET
SCALE: 1" = 20' STA 214+00 MATCH LINE SEE BELOW
N
0 10' 20' 40' STA 209+50 MATCH LINE SEE SHEET D-102 STA 214+00 MATCH LINE SEE ABOVE

DEMOLITION PLAN S STATE STREET
SCALE: 1" = 20'
N
0 10' 20' 40'
D-103
9 DEMOLITION PLAN S STATE ST STA. 209+50 - STA. 218+50
RB JS
-

1. REMOVE (E) CURB AND GUTTER.

2. REMOVE (E) SIDEWALK, DRIVEWAY AND CURB RAMPS.

3. REMOVE (E) PAVEMENT MARKINGS.

4. REMOVE (E) TREE AND/OR STUMP.

5. REMOVE TREE GRATE.

6. REMOVE (E) TRASH RECEPTACLE.

7. REMOVE OR ABANDON TRAFFIC LOOPS. SEE TRAFFIC SIGNAL
PLANS FOR DETAILS.

8. REMOVE (E) STREET LIGHT.

9. REMOVE (E) VERTICAL CURB.

1. LOCATION OF EXISTING UTILITIES, STRUCTURES, AND OBSTACLES

SHOWN ON THE PLANS ARE FROM AVAILABLE RECORD
INFORMATION. EXACT LOCATION AND COMPLETENESS ARE NOT
GUARANTEED.

2. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT
(USA) AT (800) 227-2600 OR 811 A MINIMUM OF TWO WORKING DAYS

PRIOR TO ANY EXCAVATION OR PLANNED WORK OPERATIONS
FOR MARK OUTS OF EXISTING UNDERGROUND FACILITIES.

3. CONTRACTOR IS ADVISED OF THE PRESENCE OF SHALLOW
STORM DRAINS THROUGHOUT THE PROJECT AREA. STORM

DRAINS SHALL BE PROTECTED IN PLACE DURING ALL CONTRACT
WORK.

4. CONTRACTOR TO VERIFY LOCATION OF UTILITIES PRIOR TO
START OF WORK.

5. EXISTING FEATURES TO BE DEMOLISHED ARE DISPLAYED DARKER ON THIS PLAN.

6. SAWCUT LINES AND LIMITS OF DEMOLITION SHOWN ARE
APPROXIMATE. CONTRACTOR MAY ADJUST SAWCUT LINES AND

LIMITS OF DEMOLITION AS NECESSARY TO INSTALL PROPOSED
IMPROVEMENTS AND CONFORM TO EXISTING MATCH POINTS.

7. SEE TRAFFIC SIGNAL PLANS FOR REMOVAL/OR RELOCATION OF

EXISTING TRAFFIC SIGNAL FACILITIES UNLESS OTHERWISE
NOTED.

8. SEE UTILITY PLANS FOR EXISTING UNDERGROUND UTILITY

INFORMATION AS WELL AS WATER, SEWER, AND STORM DRAIN

DEMOLITION LIMITS AND FOR EXISTING MANHOLES, VALVES, AND BOXES THAT NEED TO BE ADJUSTED TO FINISHED GRADE.

9. SEE ELECTRICAL PLANS FOR DETAILS REGARDING
MODIFICATIONS TO THE EXISTING STREET LIGHT SYSTEM. STREET

LIGHTS TO BE REMOVED SHALL BE SALVAGED AND DELIVERED TO

THE CITY'S CORP YARD, REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL DETAILS.

10. MONUMENT BOXES TO BE ADJUSTED TO FINISHED GRADE PER

LAYOUT PLAN & PROFILE SHEETS AND PER CITY STANDARDS
(TYP).

11. REMOVE POLES, SEE UTILITY AND JOINT TRENCH PLANS FOR DETAILS.

12. CONTRACTOR IS RESPONSIBLE FOR PRESERVING THE INTEGRITY

OF HARDSCAPE TO BE ADJOINED BY NEW IMPROVEMENTS
DURING DEMOLITION ACTIVITIES.

SHEET GENERAL NOTES

DEMOLITION LEGEND

SHEET KEYNOTES

Page 194 of 511 ends

238+00
239+00
240+00
241+00 3 W HENRY ST 2
"ST-CL" 240+33.60, 44.64' L
SAWCUT
"ST-CL" 240+52.92, 32.40' L
SAWCUT
"ST-CL" 240+35.35, 21.39' R
SAWCUT
"ST-CL" 240+41.41, 27.36' R
BEG
"ST-CL" 240+62.70, 49.00' L
"ST-CL" 240+55.06, 47.86' L
BEG
"ST-CL" 240+40.97, 42.97' R 2 1 2

N STATE ST
"ST-CL" LINE 4 4 1
"ST-CL" 240+41.10, 32.10' R
BEG 1 4 4 4 4 4 45 5
"ST-CL" 240+35.35, 29.30' L
SAWCUT
"ST-CL" 240+53.46, 47.63' L
SAWCUT
242+00 243+00 244+00 245+00 2 2

N STATE ST
"ST-CL" LINE 4 4 4 4 4 4 4 4 4 4
"ST-CL" 243+22.56, 32.18' R

SAWCUT/END
"ST-CL" 243+44.63, 32.52' R

SAWCUT/BEG
"ST-CL" 243+54.49, 32.21' L

SAWCUT/BEG
"ST-CL" 243+36.74, 32.19' L

SAWCUT/END
"ST-CL" 243+36.74, 38.89' L "ST-CL" 243+54.49, 38.87' L 2 2 1 1 1 1 6 "ST-CL" 243+17.39, 38.95' R 2 "ST-CL" 243+39.74, 38.92' R 2
PROTECT (E) BOX CULVERT 5 5 5 5 5 5 5 5 5 5 9 9

PROTECT (E) BRIDGE RAILING

PROTECT (E) BRIDGE RAILING

REMOVE CONCRETE CURB AND GUTTER, AND

CONCRETE FLATWORK

REMOVE (E) CONCRETE PANELS, AGGREGATE

BASE, AND SUBGRADE TO REQUIRED DEPTH FOR
(N) STRUCTURAL SECTION

0.20' MIN COLD PLANE (E) AC PAVEMENT

CONFORM GRIND, PER

REMOVE STRIPING

REMOVE (E) ROADWAY STRUCTURAL SECTION

TO REQUIRED DEPTH

REMOVE TREE

SAWCUT LINE
EDGE GRIND, PER 3
C-503 1
C-503
REMOVE AC PAVEMENT 2023-02-22 5:35 PM JPARK2 N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-DEM-0101 THRU 0106.DWG SHEET
DRWN:

PROJ NO:0 1" BAR IS ONE INCH ON ORIGINAL DRAWING

OF DESCRIPTION DATE MARK ISSUE
CHKD: REUSE OF DOCUMENTS 2235 Mercury Way, Suite 150 Santa Rosa, California 95407, USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com GHD Inc. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2023 GHD 11225278 CITY OF UKIAH DOWNTOWN STREETSCAPE AND ROAD DIET PROJECT - PHASE II 107 C87192 9/30/23 No. Exp. SI GER ET RED PROFESSIONA L ENGI NEER STAT E OF CA L I FOR N AI C I V I L EJ R EMY M. S C HMA L STA 241+50 MATCH LINE SEE BELOW STA 245+50 MATCH LINE SEE SHEET D-105 STA 241+50 MATCH LINE SEE ABOVE

DEMOLITION PLAN N STATE STREET
SCALE: 1" = 20'

DEMOLITION PLAN N STATE STREET
SCALE: 1" = 20' 0 10' 20' 40' 0 10' 20' 40' N N
D-104
10 DEMOLITION PLAN N STATE ST STA. 237+50 - STA. 245+50

RB JS -

1. REMOVE (E) CURB AND GUTTER.

2. REMOVE (E) SIDEWALK, DRIVEWAY AND CURB RAMPS.

3. REMOVE (E) PAVEMENT MARKINGS.

4. REMOVE (E) TREE AND/OR STUMP.

5. REMOVE TREE GRATE.

6. REMOVE (E) TRASH RECEPTACLE.

7. REMOVE OR ABANDON TRAFFIC LOOPS. SEE TRAFFIC SIGNAL
PLANS FOR DETAILS.

8. REMOVE (E) STREET LIGHT.

9. REMOVE (E) VERTICAL CURB.

1. LOCATION OF EXISTING UTILITIES, STRUCTURES, AND OBSTACLES

SHOWN ON THE PLANS ARE FROM AVAILABLE RECORD
INFORMATION. EXACT LOCATION AND COMPLETENESS ARE NOT
GUARANTEED.

2. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT
(USA) AT (800) 227-2600 OR 811 A MINIMUM OF TWO WORKING DAYS

PRIOR TO ANY EXCAVATION OR PLANNED WORK OPERATIONS
FOR MARK OUTS OF EXISTING UNDERGROUND FACILITIES.

3. CONTRACTOR IS ADVISED OF THE PRESENCE OF SHALLOW
STORM DRAINS THROUGHOUT THE PROJECT AREA. STORM

DRAINS SHALL BE PROTECTED IN PLACE DURING ALL CONTRACT
WORK.

4. CONTRACTOR TO VERIFY LOCATION OF UTILITIES PRIOR TO
START OF WORK.

5. EXISTING FEATURES TO BE DEMOLISHED ARE DISPLAYED DARKER ON THIS PLAN.

6. SAWCUT LINES AND LIMITS OF DEMOLITION SHOWN ARE
APPROXIMATE. CONTRACTOR MAY ADJUST SAWCUT LINES AND

LIMITS OF DEMOLITION AS NECESSARY TO INSTALL PROPOSED
IMPROVEMENTS AND CONFORM TO EXISTING MATCH POINTS.

7. SEE TRAFFIC SIGNAL PLANS FOR REMOVAL/OR RELOCATION OF

EXISTING TRAFFIC SIGNAL FACILITIES UNLESS OTHERWISE
NOTED.

8. SEE UTILITY PLANS FOR EXISTING UNDERGROUND UTILITY

INFORMATION AS WELL AS WATER, SEWER, AND STORM DRAIN

DEMOLITION LIMITS AND FOR EXISTING MANHOLES, VALVES, AND BOXES THAT NEED TO BE ADJUSTED TO FINISHED GRADE.

9. SEE ELECTRICAL PLANS FOR DETAILS REGARDING
MODIFICATIONS TO THE EXISTING STREET LIGHT SYSTEM. STREET

LIGHTS TO BE REMOVED SHALL BE SALVAGED AND DELIVERED TO

THE CITY'S CORP YARD, REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL DETAILS.

10. MONUMENT BOXES TO BE ADJUSTED TO FINISHED GRADE PER

LAYOUT PLAN & PROFILE SHEETS AND PER CITY STANDARDS
(TYP).

11. REMOVE POLES, SEE UTILITY AND JOINT TRENCH PLANS FOR DETAILS.

12. CONTRACTOR IS RESPONSIBLE FOR PRESERVING THE INTEGRITY

OF HARDSCAPE TO BE ADJOINED BY NEW IMPROVEMENTS
DURING DEMOLITION ACTIVITIES.

SHEET GENERAL NOTES

DEMOLITION LEGEND

SHEET KEYNOTES

Page 195 of 511 ends

246+00 247+00 248+00 249+00 SCOTT ST 55+00 56+00
"ST-CL" 248+75.03, 32.28' L

SAWCUT/END
"ST-CL" 248+75.03, 32.39' R

SAWCUT/END
"ST-CL" 248+53.52, 49.70' R

SAWCUT/CONFORM
"ST-CL" 248+21.61, 50.53' R

SAWCUT/CONFORM
"ST-CL" 248+12.43, 48.03' R
"ST-CL" 246+50.79, 56.16' L
"ST-CL" 246+57.88, 55.65' L
SAWCUT
"ST-CL" 246+82.78, 53.88' L
SAWCUT
"ST-CL" 246+90.27, 53.54' L
"ST-CL" 246+84.33, 53.81' L
BEG
"ST-CL" 246+56.36, 55.76' L
END
"ST-CL" 248+75.03, 41.25' L
"ST-CL" 248+17.46, 47.91' R
END 2 2 2 2 1 1 1 2 2 2

N STATE ST
"ST-CL" LINE
"ST-CL" 248+57.56, 49.60' R
BEG 1
"ST-CL" 248+62.36, 49.47' R
"ST-CL" 248+75.03, 38.15' R 2 2 4 4 4 4 4 1 1 17.9' 5 5 5 5 5 (TYP) 7 9
N MAIN ST NORTON ST 75+50 76+00 77+00 77+96 "NO-CL" LINE "NO-CL" 77+68.10, 1.67' R
"NO-CL" 77+04.69, 8.66' L
"ST-CL" 248+75.03, 24.28' L
SAWCUT
"ST-CL" 248+50.02, 49.79' R

SAWCUT/CONFORM
"ST-CL" 248+34.73, 50.19' R

CONFORM
"NO-CL" 77+03.41, 17.75' L
SAWCUT
"NO-CL" 77+03.42, 11.75' L
SAWCUT
"ST-CL" 249+29.77, 41.29' L
"NO-CL" 76+97.41, 25.19' L
"NO-CL" 77+03.41, 25.21' L 22 2
"ST-CL" 248+89.21, 40.09' L
"ST-CL" 248+98.38, 41.05' L 2 2
"ST-CL" 248+89.18, 32.27' L
BEG
"ST-CL" 249+29.79, 32.57' L
BEG
"ST-CL" 248+98.38, 32.28' L
END 1 1 1

REMOVE CONCRETE CURB AND GUTTER, AND

CONCRETE FLATWORK

REMOVE (E) CONCRETE PANELS, AGGREGATE

BASE, AND SUBGRADE TO REQUIRED DEPTH FOR
(N) STRUCTURAL SECTION

0.20' MIN COLD PLANE (E) AC PAVEMENT

CONFORM GRIND, PER

REMOVE STRIPING

REMOVE (E) ROADWAY STRUCTURAL SECTION

TO REQUIRED DEPTH

REMOVE TREE

SAWCUT LINE
EDGE GRIND, PER 3
C-503 1
C-503

REMOVE AC PAVEMENT
250+00 251+00 252+00 CLARA AVE
"ST-CL" 251+86.45, 0.00'

N STATE ST
"ST-CL" LINE
"ST-CL" 249+60.25, 32.19' L

SAWCUT/END
"ST-CL" 249+60.25, 24.28' L
SAWCUT
"ST-CL" 249+60.28, 41.19' L 2 1 2023-02-22 5:35 PM JPARK2 N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-DEM-0101 THRU 0106.DWG SHEET
DRWN:

PROJ NO:0 1" BAR IS ONE INCH ON ORIGINAL DRAWING

OF DESCRIPTION DATE MARK ISSUE
CHKD: REUSE OF DOCUMENTS 2235 Mercury Way, Suite 150 Santa Rosa, California 95407, USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com GHD Inc. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2023 GHD 11225278 CITY OF UKIAH DOWNTOWN STREETSCAPE AND ROAD DIET PROJECT - PHASE II 107 C87192 9/30/23 No. Exp. SI GER ET RED PROFESSIONA L ENGI NEER STAT E OF CA L I FOR N AI C I V I L EJ R EMY M. S C HMA L STA 245+50 MATCH LINE SEE SHEET D-104

DEMOLITION PLAN N STATE STREET
SCALE: 1" = 20' N 0 10' 20' 40'
D-105
11 DEMOLITION PLAN N STATE ST STA. 245+50 - STA. 249+50

RB JS -

1. REMOVE (E) CURB AND GUTTER.

2. REMOVE (E) SIDEWALK, DRIVEWAY AND CURB RAMPS.

3. REMOVE (E) PAVEMENT MARKINGS.

4. REMOVE (E) TREE AND/OR STUMP.

5. REMOVE TREE GRATE.

6. REMOVE (E) TRASH RECEPTACLE.

7. REMOVE OR ABANDON TRAFFIC LOOPS. SEE TRAFFIC SIGNAL
PLANS FOR DETAILS.

8. REMOVE (E) STREET LIGHT.

9. REMOVE (E) VERTICAL CURB.

1. LOCATION OF EXISTING UTILITIES, STRUCTURES, AND OBSTACLES

SHOWN ON THE PLANS ARE FROM AVAILABLE RECORD
INFORMATION. EXACT LOCATION AND COMPLETENESS ARE NOT
GUARANTEED.

2. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT
(USA) AT (800) 227-2600 OR 811 A MINIMUM OF TWO WORKING DAYS

PRIOR TO ANY EXCAVATION OR PLANNED WORK OPERATIONS
FOR MARK OUTS OF EXISTING UNDERGROUND FACILITIES.

3. CONTRACTOR IS ADVISED OF THE PRESENCE OF SHALLOW
STORM DRAINS THROUGHOUT THE PROJECT AREA. STORM

DRAINS SHALL BE PROTECTED IN PLACE DURING ALL CONTRACT
WORK.

4. CONTRACTOR TO VERIFY LOCATION OF UTILITIES PRIOR TO
START OF WORK.

5. EXISTING FEATURES TO BE DEMOLISHED ARE DISPLAYED DARKER ON THIS PLAN.

6. SAWCUT LINES AND LIMITS OF DEMOLITION SHOWN ARE
APPROXIMATE. CONTRACTOR MAY ADJUST SAWCUT LINES AND

LIMITS OF DEMOLITION AS NECESSARY TO INSTALL PROPOSED
IMPROVEMENTS AND CONFORM TO EXISTING MATCH POINTS.

7. SEE TRAFFIC SIGNAL PLANS FOR REMOVAL/OR RELOCATION OF

EXISTING TRAFFIC SIGNAL FACILITIES UNLESS OTHERWISE
NOTED.

8. SEE UTILITY PLANS FOR EXISTING UNDERGROUND UTILITY

INFORMATION AS WELL AS WATER, SEWER, AND STORM DRAIN

DEMOLITION LIMITS AND FOR EXISTING MANHOLES, VALVES, AND BOXES THAT NEED TO BE ADJUSTED TO FINISHED GRADE.

9. SEE ELECTRICAL PLANS FOR DETAILS REGARDING
MODIFICATIONS TO THE EXISTING STREET LIGHT SYSTEM. STREET

LIGHTS TO BE REMOVED SHALL BE SALVAGED AND DELIVERED TO

THE CITY'S CORP YARD, REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL DETAILS.

10. MONUMENT BOXES TO BE ADJUSTED TO FINISHED GRADE PER

LAYOUT PLAN & PROFILE SHEETS AND PER CITY STANDARDS
(TYP).

11. REMOVE POLES, SEE UTILITY AND JOINT TRENCH PLANS FOR DETAILS.

12. CONTRACTOR IS RESPONSIBLE FOR PRESERVING THE INTEGRITY

OF HARDSCAPE TO BE ADJOINED BY NEW IMPROVEMENTS
DURING DEMOLITION ACTIVITIES.

SHEET GENERAL NOTES

DEMOLITION LEGEND
SHEET KEYNOTES STA 249+50 MATCH LINE SEE BELOW LEFT STA 249+50 MATCH LINE SEE ABOVE SEE SHEET D-106

DEMOLITION PLAN N STATE STREET
SCALE: 1" = 20' 0 10' 20' 40' N

Page 196 of 511 ends

REMOVE CONCRETE CURB AND GUTTER, AND

CONCRETE FLATWORK

REMOVE (E) CONCRETE PANELS, AGGREGATE

BASE, AND SUBGRADE TO REQUIRED DEPTH FOR
(N) STRUCTURAL SECTION

0.20' MIN COLD PLANE (E) AC PAVEMENT

CONFORM GRIND, PER

REMOVE STRIPING

REMOVE (E) ROADWAY STRUCTURAL SECTION

TO REQUIRED DEPTH

REMOVE TREE

SAWCUT LINE
EDGE GRIND, PER 3
C-503 1
C-503
REMOVE AC PAVEMENT 246+00 247+00
52+00 53+00 54+00 55+00 56+00
"SC-CL" 51+80.07, 2.48' R
SAWCUT
"SC-CL" 51+80.38, 5.52' L
SAWCUT
"SC-CL" 54+95.11, 12.54' L
SAWCUT
"SC-CL" 54+95.08, 12.43' R
SAWCUT

SCOTT ST
"SC-CL" LINE "ST-CL" LINE N STATE ST N SCHOOL ST
"SC-CL" 54+95.13, 1.06' L
SAWCUT
"SC-CL" 54+36.56, 8.27' L
SAWCUT
"SC-CL" 54+36.50, 12.65' L
SAWCUT
"SC-CL" 54+33.43, 19.98' L
"SC-CL" 54+44.01, 20.02' L 2 2 2023-02-22 5:35 PM JPARK2 N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-DEM-0101 THRU 0106.DWG SHEET
DRWN:

PROJ NO:0 1" BAR IS ONE INCH ON ORIGINAL DRAWING

OF DESCRIPTION DATE MARK ISSUE
CHKD: REUSE OF DOCUMENTS 2235 Mercury Way, Suite 150 Santa Rosa, California 95407, USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com GHD Inc. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2023 GHD 11225278 CITY OF UKIAH DOWNTOWN STREETSCAPE AND ROAD DIET PROJECT - PHASE II 107 C87192 9/30/23 No. Exp. SI GER ET RED PROFESSIONA L ENGI NEER STAT E OF CA L I FOR N AI C I V I L EJ R EMY M. S C HMA L

DEMOLITION PLAN SCOTT STREET
SCALE: 1" = 20' 0 10' 20' 40'
D-106
12 DEMOLITION PLAN SCOTT ST STA. 51+30 - STA. 55+50

RB JS -

1. REMOVE (E) CURB AND GUTTER.

2. REMOVE (E) SIDEWALK, DRIVEWAY AND CURB RAMPS.

3. REMOVE (E) PAVEMENT MARKINGS.

4. REMOVE (E) TREE AND/OR STUMP.

5. REMOVE TREE GRATE.

6. REMOVE (E) TRASH RECEPTACLE.

7. REMOVE OR ABANDON TRAFFIC LOOPS. SEE TRAFFIC SIGNAL
PLANS FOR DETAILS.

8. REMOVE (E) STREET LIGHT.

9. REMOVE (E) VERTICAL CURB.

1. LOCATION OF EXISTING UTILITIES, STRUCTURES, AND OBSTACLES

SHOWN ON THE PLANS ARE FROM AVAILABLE RECORD
INFORMATION. EXACT LOCATION AND COMPLETENESS ARE NOT
GUARANTEED.

2. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT
(USA) AT (800) 227-2600 OR 811 A MINIMUM OF TWO WORKING DAYS

PRIOR TO ANY EXCAVATION OR PLANNED WORK OPERATIONS
FOR MARK OUTS OF EXISTING UNDERGROUND FACILITIES.

3. CONTRACTOR IS ADVISED OF THE PRESENCE OF SHALLOW
STORM DRAINS THROUGHOUT THE PROJECT AREA. STORM

DRAINS SHALL BE PROTECTED IN PLACE DURING ALL CONTRACT
WORK.

4. CONTRACTOR TO VERIFY LOCATION OF UTILITIES PRIOR TO
START OF WORK.

5. EXISTING FEATURES TO BE DEMOLISHED ARE DISPLAYED DARKER ON THIS PLAN.

6. SAWCUT LINES AND LIMITS OF DEMOLITION SHOWN ARE
APPROXIMATE. CONTRACTOR MAY ADJUST SAWCUT LINES AND

LIMITS OF DEMOLITION AS NECESSARY TO INSTALL PROPOSED
IMPROVEMENTS AND CONFORM TO EXISTING MATCH POINTS.

7. SEE TRAFFIC SIGNAL PLANS FOR REMOVAL/OR RELOCATION OF

EXISTING TRAFFIC SIGNAL FACILITIES UNLESS OTHERWISE
NOTED.

8. SEE UTILITY PLANS FOR EXISTING UNDERGROUND UTILITY

INFORMATION AS WELL AS WATER, SEWER, AND STORM DRAIN

DEMOLITION LIMITS AND FOR EXISTING MANHOLES, VALVES, AND BOXES THAT NEED TO BE ADJUSTED TO FINISHED GRADE.

9. SEE ELECTRICAL PLANS FOR DETAILS REGARDING
MODIFICATIONS TO THE EXISTING STREET LIGHT SYSTEM. STREET

LIGHTS TO BE REMOVED SHALL BE SALVAGED AND DELIVERED TO

THE CITY'S CORP YARD, REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL DETAILS.

10. MONUMENT BOXES TO BE ADJUSTED TO FINISHED GRADE PER

LAYOUT PLAN & PROFILE SHEETS AND PER CITY STANDARDS
(TYP).

11. REMOVE POLES, SEE UTILITY AND JOINT TRENCH PLANS FOR DETAILS.

12. CONTRACTOR IS RESPONSIBLE FOR PRESERVING THE INTEGRITY

OF HARDSCAPE TO BE ADJOINED BY NEW IMPROVEMENTS
DURING DEMOLITION ACTIVITIES.

SHEET GENERAL NOTES

DEMOLITION LEGEND

SHEET KEYNOTES N

Page 197 of 511 ends

ELEVATION ELEVATION
606
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620
606
610
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193+00 194+00 195+00 196+00 196+75
193+00 193+50 194+00 194+50 195+00 195+50 196+00 196+50 196+75 (N) SSCO #102 RIM EL = 615.43 10" OUT (N) INV=611.32 (E) 6" SS (VC)TO BE ABANDONED
(E) 6" SS (VC) TO BE ABANDONED (E) SSCO #101 RIM EL = 615.85 6" OUT (N) INV=612.69 (E) SSCO #103 RIM EL = 615.62 6" OUT (N) INV=611.97 344 LF OF 10" SS @ S=0.0050 (E) 18" STORM DRAIN
SS11 SS10 SS11
EG @ "ST-CL" LINE 6" MIN CHERRY ST
CO
CO
CO D
(TYP)
(TYP)
10" SS
6" SS
6" SS
"ST-CL" 194+72.13, 18.16' R
(N) SSCO #102
"ST-CL" 195+20.92, 44.88' R
(E) SSCO #103
"ST-CL" 194+68.83, 46.28' L
(E) SSCO #101

S STATE ST
"ST-CL" LINE CHERRY ST
SS2
SS6
SS9
SS8 (TYP)
193+00 194+00 195+00 196+00
SS11
SS11
SS11
SS12
SS1218" SD
18" SD 2023-02-22 5:04 PM JPARK2 N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-UTL-0101 THRU 0111.DWG SHEET
DRWN:

PROJ NO:0 1" BAR IS ONE INCH ON ORIGINAL DRAWING

OF DESCRIPTION DATE MARK ISSUE
CHKD: REUSE OF DOCUMENTS 2235 Mercury Way, Suite 150 Santa Rosa, California 95407, USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com GHD Inc. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2023 GHD 11225278 CITY OF UKIAH DOWNTOWN STREETSCAPE AND ROAD DIET PROJECT - PHASE II 107 C87192 9/30/23 No. Exp. SI GER ET RED PROFESSIONA L ENGI NEER STAT E OF CA L I FOR N AI C I V I L EJ R EMY M. S C HMA L N 0 10' 20' 40'

UTILITY PROFILE S STATE STREET
SCALE: HORIZ 1"=20', VERT 1"=4'

UTILITY PLAN S STATE STREET
SCALE: 1" = 20'
U-101
13 UTILITY PLAN & PROFILE S STATE ST STA. 193+00 - STA. 196+75 AJP JS

SHEET KEYNOTES

SHEET GENERAL NOTES
SD1. INSTALL (N) 48" STORM DRAIN MANHOLE
SD2. INSTALL (N) CALTRANS PRECAST DRAINAGE INLET TYPE G0 PLAN D773E
SD3. INSTALL (N) RCP STORM DRAIN PIPE, SEE SIZE ON PLANS SD4. INSTALL (N) 12" DOME GRATE PER DETAIL 5 & 6 ON SHEET U-505 SD5. INSTALL PRECAST 24X24 DI WITH CAST-IN-PLACE FRAME AND

TRAFFIC RATED GRATE
SD6. ADJUST (E) STORM DRAIN STRUCTURE TO FINISHED GRADE SD7. REMOVE (E) DRAINAGE INLET/CATCH BASIN AND/OR PIPE
SD8. ABANDON (E) DRAINAGE INLET/CATCH BASIN AND/OR PIPE W1. ABANDON (E) WATER MAIN. REMOVE WHERE IN CONFLICT WITH THE (N) WATER MAIN. FILL WITH CONTROLLED LOW STRENGTH

MATERIAL WHERE (E) WATER IS LOCATED UNDER BUILDINGS
AND ROADWAYS. REMOVE (E) VALVES
W2. INSTALL (N) 12" WATER MAIN
W3. INSTALL (N) GATE VALVE PER CITY STD 307
W4. INSTALL (N) 45° BEND
W5. REMOVE (E) 12" X 12" X 6" TEE
W6. CONNECT TO (E) AC PIPE WITH "WIDE RANGE" STYLE

COUPLING
W7. CAP (E) WATER MAIN
W8. REMOVE (E) WATER VALVE
W9. INSTALL (N) 12" X 12" X 8" TEE
W10. INSTALL (N) 6" X 6" X 12" TEE
W11 INSTALL (N) 12" X 12" X 12" TEE
W12. INSTALL (N) 12" X 12" X 6" TEE
W13. INSTALL BLIND FLANGE
W14. ADJUST (E) WATER VALVE TO FINISHED GRADE
W15. INSTALL (N) FIRE HYDRANT AND LATERAL PER DETAIL 1 ON SHEET U-503. MAINTAIN MINIMUM 3' CLEARANCE FROM (N)
HYDRANT TO OTHER ABOVE GRADE OBSTRUCTIONS.

W16. PROVIDE SINGLE WATER SERVICE LATERAL PER CITY STD 301 W17. LOCATE AND CONNECT TO (E) SERVICE 1' FROM PROPERTY

BOUNDARY
W18. REMOVE (E) FIRE HYDRANT AND VALVE
SS1. INSTALL (N) 48" SANITARY MANHOLE PER CITY STD 201
SS2. INSTALL (N) SDR 26 PVC SEWER MAIN, SEE SIZE ON PLANS SS3. INSTALL TEMPORARY (N) 48" SANITARY SEWER MANHOLE
SS4. CONNECT TO (E) SEWER MAIN WITH COUPLING.

CONTRACTOR TO LOCATE (E) SEWER IN FIELD AND MATCH (E)
GRADES
SS5. REMOVE (E) SANITARY SEWER MANHOLE AND/OR PIPE
SS6. PROVIDE (N) 4" PVC SANITARY SEWER LATERAL PER CITY STD 213. REMOVE OR ABANDON (E) LATERAL
SS7. ADJUST (E) SANITARY SEWER STRUCTURE TO FINISHED GRADE SS8. INSTALL (N) SS CLEANOUT PER DETAIL 2 ON SHEET U-502 SS9. LOCATE (E) SEWER LATERAL 1 FEET FROM PROPERTY
BOUNDARY PER SECTION 77 OF THE SPECIAL PROVISIONS
PRIOR TO INSTALLING WYE FOR (N) LATERAL.

SS10. INSTALL (N) END-LINE SSCO PER CITY STD 203
SS11. ABANDON (E) END-LINE SSCO
SS12. ABANDON (E) SANITARY SEWER MANHOLE AND/OR PIPE
U1. SEE STREET LIGHT PLANS FOR STREET LIGHT CONSTRUCTION

INFORMATION
U2. (E) OVERHEAD LINE AND POLES TO BE REMOVED. SEE JOINT

TRENCH PLANS FOR DETAILS
U3. ADJUST (E) UTILITY TO FINISHED GRADE
U4. SEE TRAFFIC SIGNAL PLANS FOR TRAFFIC POLES/BOXES

CONSTRUCTION INFORMATION

1. LOCATION OF EXISTING UTILITIES, STRUCTURES AND OBSTACLES

ARE APPROXIMATE IN PLAN AND PROFILE AND BASED ON BEST
AVAILABLE INFORMATION. EXACT LOCATION AND COMPLETENESS
ARE NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE TO

LOCATE ALL EXISTING UTILITIES TO SUCCESSFULLY COMPLETE
THIS PROJECT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

2. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT
(USA) AT (800) 227-2600 OR 811 A MINIMUM OF TWO WORKING DAYS

PRIOR TO ANY EXCAVATION OR PLANNED WORK OPERATIONS FOR
MARK OUTS OF EXISTING UNDERGROUND FACILITIES.

3. CONTRACTOR IS ADVISED OF THE PRESENCE OF SHALLOW STORM DRAINS THROUGHOUT THE PROJECT AREA. STORM DRAINS SHALL
BE PROTECTED IN PLACE DURING ALL CONTRACTOR WORK.

4. CONTRACTOR SHALL UNDERTAKE CCTV INSPECTION OF THE

EXISTING SANITARY SEWER MAIN AND CONFIRM THE LOCATION OF ALL LIVE SANITARY SEWER LATERALS PRIOR TO CONSTRUCTION.

5. NOT ALL EXISTING UTILITIES ARE SHOWN ON PROFILE. REFER TO

PLAN AND POTHOLE INFORMATION FOR APPROXIMATE LOCATION
AND DEPTH OF (E) UTILITIES.

6. DO NOT EXCEED 80% OF THE MAX ALLOWABLE DEFLECTION AT PUSH-ON AND MECHANICAL JOINTS. MAX DEFLECTION AT PUSH-ON JOINTS IS 0.80°; MAX DEFLECTION AT MECHANICAL JOINTS AND COUPLINGS IS 4° OR AS PER MANUFACTURER'S REQUIREMENTS.

7. CONCRETE THRUST BLOCKS SHALL BE INSTALLED AT ALL
LOCATIONS PER CITY STD 312. CONCRETE THRUST BLOCKS SHALL

BE INSTALLED IN ADDITION TO RESTRAINED PIPE WHERE LOCATED AT OR NEAR A PIPE LOWERING/PIPE RAISING LOCATION.

8. CONTRACTOR TO LOCATE EXISTING SANITARY SEWER LATERALS AND CLEANOUTS PRIOR TO HARDSCAPE REMOVAL. CONTRACTOR

TO REMOVE AND RESTORE EXISTING HARDSCAPE (SEE HATCH ON
PLANS). CONTRACTOR TO NOTIFY ENGINEER FOR ANY CONFLICTS WITH NEW SANITARY SEWER LATERAL PRIOR TO CONSTRUCTION.

CONFLICTS SHALL BE HANDLED ON-SITE DURING CONSTRUCTION. STA 196+75 MATCH LINE SEE SHEET U-102

CONFIRM LOCATION(S) OF ACTIVE

SEWER LATERALS AND TIE INTO
(N) 10" SS MAIN IN ROADWAY

Page 198 of 511 ends

ELEVATION ELEVATION

PROFILE VIEW OF STATE STREET CL
606
610
620
606
610
620
196+75 197+00 198+00 199+00 200+00 200+50
196+75 197+00 197+50 198+00 198+50 199+00 199+50 200+00 200+50 (N) SSMH #105 RIM EL = 615.53 10" IN (S) INV=609.60 10" OUT (N) INV=609.60 341 LF OF 10" SS @ S=0.0050
(E) 6" SS (VC) TO BE ABANDONED (E) 6" SS (VC) TO BE ABANDONED (E) SSMH #104 RIM EL = 617.03 6" IN (S) INV=610.92 6" OUT (N) INV=610.94 (E) SSMH #106 RIM EL = 615.97 6" IN (S) INV=610.35 6" OUT (N) INV=610.32 SS12 SS1 SS12
EG @ "ST-CL" LINE S S D S
SS2
(TYP) SS6
SS8
SS9 (TYP)
10" SS
6" SS
6" SS
"ST-CL" 198+16.51, 17.13' R
(N) SSMH #105
"ST-CL" 198+21.32, 45.33' R
(E) SSMH #106
"ST-CL" 197+58.73, 46.30' L
(E) SSMH #104

S STATE ST
"ST-CL" LINE
197+00 198+00 199+00 200+00
SS12
SS12
SS1
SS12
SS12
(TYP)
12" SD 12" SD 2023-02-22 5:04 PM JPARK2 N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-UTL-0101 THRU 0111.DWG SHEET
DRWN:

PROJ NO:0 1" BAR IS ONE INCH ON ORIGINAL DRAWING

OF DESCRIPTION DATE MARK ISSUE
CHKD: REUSE OF DOCUMENTS 2235 Mercury Way, Suite 150 Santa Rosa, California 95407, USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com GHD Inc. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2023 GHD 11225278 CITY OF UKIAH DOWNTOWN STREETSCAPE AND ROAD DIET PROJECT - PHASE II 107 C87192 9/30/23 No. Exp. SI GER ET RED PROFESSIONA L ENGI NEER STAT E OF CA L I FOR N AI C I V I L EJ R EMY M. S C HMA L N 0 10' 20' 40'

UTILITY PROFILE S STATE STREET
SCALE: HORIZ 1"=20', VERT 1"=4'

UTILITY PLAN S STATE STREET
SCALE: 1" = 20'
U-102
14 UTILITY PLAN & PROFILE S STATE ST STA. 196+75 - STA. 200+50 AJP JS

SHEET KEYNOTES

SHEET GENERAL NOTES
SD1. INSTALL (N) 48" STORM DRAIN MANHOLE
SD2. INSTALL (N) CALTRANS PRECAST DRAINAGE INLET TYPE G0 PLAN D773E
SD3. INSTALL (N) RCP STORM DRAIN PIPE, SEE SIZE ON PLANS SD4. INSTALL (N) 12" DOME GRATE PER DETAIL 5 & 6 ON SHEET U-505 SD5. INSTALL PRECAST 24X24 DI WITH CAST-IN-PLACE FRAME AND

TRAFFIC RATED GRATE
SD6. ADJUST (E) STORM DRAIN STRUCTURE TO FINISHED GRADE SD7. REMOVE (E) DRAINAGE INLET/CATCH BASIN AND/OR PIPE
SD8. ABANDON (E) DRAINAGE INLET/CATCH BASIN AND/OR PIPE W1. ABANDON (E) WATER MAIN. REMOVE WHERE IN CONFLICT WITH THE (N) WATER MAIN. FILL WITH CONTROLLED LOW STRENGTH

MATERIAL WHERE (E) WATER IS LOCATED UNDER BUILDINGS
AND ROADWAYS. REMOVE (E) VALVES
W2. INSTALL (N) 12" WATER MAIN
W3. INSTALL (N) GATE VALVE PER CITY STD 307
W4. INSTALL (N) 45° BEND
W5. REMOVE (E) 12" X 12" X 6" TEE
W6. CONNECT TO (E) AC PIPE WITH "WIDE RANGE" STYLE

COUPLING
W7. CAP (E) WATER MAIN
W8. REMOVE (E) WATER VALVE
W9. INSTALL (N) 12" X 12" X 8" TEE
W10. INSTALL (N) 6" X 6" X 12" TEE
W11 INSTALL (N) 12" X 12" X 12" TEE
W12. INSTALL (N) 12" X 12" X 6" TEE
W13. INSTALL BLIND FLANGE
W14. ADJUST (E) WATER VALVE TO FINISHED GRADE
W15. INSTALL (N) FIRE HYDRANT AND LATERAL PER DETAIL 1 ON SHEET U-503. MAINTAIN MINIMUM 3' CLEARANCE FROM (N)
HYDRANT TO OTHER ABOVE GRADE OBSTRUCTIONS.

W16. PROVIDE SINGLE WATER SERVICE LATERAL PER CITY STD 301 W17. LOCATE AND CONNECT TO (E) SERVICE 1' FROM PROPERTY

BOUNDARY
W18. REMOVE (E) FIRE HYDRANT AND VALVE
SS1. INSTALL (N) 48" SANITARY MANHOLE PER CITY STD 201
SS2. INSTALL (N) SDR 26 PVC SEWER MAIN, SEE SIZE ON PLANS SS3. INSTALL TEMPORARY (N) 48" SANITARY SEWER MANHOLE
SS4. CONNECT TO (E) SEWER MAIN WITH COUPLING.

CONTRACTOR TO LOCATE (E) SEWER IN FIELD AND MATCH (E)
GRADES
SS5. REMOVE (E) SANITARY SEWER MANHOLE AND/OR PIPE
SS6. PROVIDE (N) 4" PVC SANITARY SEWER LATERAL PER CITY STD 213. REMOVE OR ABANDON (E) LATERAL
SS7. ADJUST (E) SANITARY SEWER STRUCTURE TO FINISHED GRADE SS8. INSTALL (N) SS CLEANOUT PER DETAIL 2 ON SHEET U-502 SS9. LOCATE (E) SEWER LATERAL 1 FEET FROM PROPERTY
BOUNDARY PER SECTION 77 OF THE SPECIAL PROVISIONS
PRIOR TO INSTALLING WYE FOR (N) LATERAL.

SS10. INSTALL (N) END-LINE SSCO PER CITY STD 203
SS11. ABANDON (E) END-LINE SSCO
SS12. ABANDON (E) SANITARY SEWER MANHOLE AND/OR PIPE
U1. SEE STREET LIGHT PLANS FOR STREET LIGHT CONSTRUCTION

INFORMATION
U2. (E) OVERHEAD LINE AND POLES TO BE REMOVED. SEE JOINT

TRENCH PLANS FOR DETAILS
U3. ADJUST (E) UTILITY TO FINISHED GRADE
U4. SEE TRAFFIC SIGNAL PLANS FOR TRAFFIC POLES/BOXES

CONSTRUCTION INFORMATION

1. LOCATION OF EXISTING UTILITIES, STRUCTURES AND OBSTACLES

ARE APPROXIMATE IN PLAN AND PROFILE AND BASED ON BEST
AVAILABLE INFORMATION. EXACT LOCATION AND COMPLETENESS
ARE NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE TO

LOCATE ALL EXISTING UTILITIES TO SUCCESSFULLY COMPLETE
THIS PROJECT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

2. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT
(USA) AT (800) 227-2600 OR 811 A MINIMUM OF TWO WORKING DAYS

PRIOR TO ANY EXCAVATION OR PLANNED WORK OPERATIONS FOR
MARK OUTS OF EXISTING UNDERGROUND FACILITIES.

3. CONTRACTOR IS ADVISED OF THE PRESENCE OF SHALLOW STORM DRAINS THROUGHOUT THE PROJECT AREA. STORM DRAINS SHALL
BE PROTECTED IN PLACE DURING ALL CONTRACTOR WORK.

4. CONTRACTOR SHALL UNDERTAKE CCTV INSPECTION OF THE

EXISTING SANITARY SEWER MAIN AND CONFIRM THE LOCATION OF ALL LIVE SANITARY SEWER LATERALS PRIOR TO CONSTRUCTION.

5. NOT ALL EXISTING UTILITIES ARE SHOWN ON PROFILE. REFER TO

PLAN AND POTHOLE INFORMATION FOR APPROXIMATE LOCATION
AND DEPTH OF (E) UTILITIES.

6. DO NOT EXCEED 80% OF THE MAX ALLOWABLE DEFLECTION AT PUSH-ON AND MECHANICAL JOINTS. MAX DEFLECTION AT PUSH-ON JOINTS IS 0.80°; MAX DEFLECTION AT MECHANICAL JOINTS AND COUPLINGS IS 4° OR AS PER MANUFACTURER'S REQUIREMENTS.

7. CONCRETE THRUST BLOCKS SHALL BE INSTALLED AT ALL
LOCATIONS PER CITY STD 312. CONCRETE THRUST BLOCKS SHALL

BE INSTALLED IN ADDITION TO RESTRAINED PIPE WHERE LOCATED AT OR NEAR A PIPE LOWERING/PIPE RAISING LOCATION.

8. CONTRACTOR TO LOCATE EXISTING SANITARY SEWER LATERALS AND CLEANOUTS PRIOR TO HARDSCAPE REMOVAL. CONTRACTOR

TO REMOVE AND RESTORE EXISTING HARDSCAPE (SEE HATCH ON
PLANS). CONTRACTOR TO NOTIFY ENGINEER FOR ANY CONFLICTS WITH NEW SANITARY SEWER LATERAL PRIOR TO CONSTRUCTION.

CONFLICTS SHALL BE HANDLED ON-SITE DURING CONSTRUCTION. STA 196+75 MATCH LINE SEE SHEET U-101 STA 200+50 MATCH LINE SEE SHEET U-103

Page 199 of 511 ends

ELEVATION ELEVATION
605
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605
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620
200+50 201+00 202+00 203+00 204+00 205+00
200+50 201+00 201+50 202+00 202+50 203+00 203+50 204+00 204+50 205+00 (N) SSMH #110 RIM EL = 615.95 10" IN (S) INV=607.90 10" IN (W) INV=611.19 10" OUT (N) INV=607.90 338 LF OF 10" SS @ S=0.0050 (N) SSMH #113 RIM EL = 614.72 10" IN (S) INV=606.21 10" OUT (N) INV=606.21 (E) 6" SS (VC) TO BE ABANDONED
(E) 6" SS (VC) TO BE ABANDONED (E) SSMH #107 RIM EL = 617.05 6" IN (S) INV=609.12 6" OUT (N) INV=609.06 (E) SSMH #108 RIM EL = 616.01 6" IN (S) INV=608.70 6" OUT (N) INV=608.66 (E) SSMH #111 RIM EL = 616.95 6" IN (S) INV=607.76 6" OUT (N) INV=607.74 (E) SSDMH #112 RIM EL = 615.30 6" IN (S) INV=606.76 6" OUT (N) INV=606.76 (E) SSMH #109 RIM EL = 616.53 6" IN (S) INV=608.63 6" IN (W) INV=611.63 6" OUT (N) INV=608.55 10" OUT (E) INV=611.63 SS1
SS12 SS12 SS1
SS12 SS12 SS7
EG @ "ST-CL" LINE
S
S
S
S
S
D
D
S
S
(TYP)
(TYP)
10" SS
6" SS
6" SS 6" SS 10" SS
6" SS
"ST-CL" 201+57.19, 15.49' R
(N) SSMH #110
"ST-CL" 201+52.81, 45.59' L
(E) SSMH #109
"ST-CL" 204+12.77, 45.50' L
(E) SSMH #111
"ST-CL" 204+95.23, 15.93' R
(N) SSMH #113
"ST-CL" 200+59.13, 45.46' L
(E) SSMH #107
"ST-CL" 201+21.06, 45.23' R
(E) SSMH #108
"ST-CL" 204+72.04, 44.87' R
(E) SSDMH #112
"ST-CL" LINE

S STATE ST

FREITAS AVE
SS2
SS9
SS6
201+00 202+00 203+00 204+00 205+00
SS12
SS7
SS12
SS1
SS12
SS12
SS12
SS12
SS12
(TYP) SS8
SS1 2023-02-22 5:04 PM JPARK2 N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-UTL-0101 THRU 0111.DWG SHEET
DRWN:

PROJ NO:
0 1" BAR IS ONE INCH ON ORIGINAL DRAWING

OF DESCRIPTION DATE MARK ISSUE
CHKD: REUSE OF DOCUMENTS 2235 Mercury Way, Suite 150 Santa Rosa, California 95407, USA T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com GHD Inc. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2023 GHD 11225278 CITY OF UKIAH DOWNTOWN STREETSCAPE AND ROAD DIET PROJECT - PHASE II 107 C87192 9/30/23 No. Exp.

SI GER
ET RED

PROFESSIONA L ENGI NEER
STAT E

OF CA L I FOR N AI

C I V I L
EJ R EMY M. S C HMA L
N
0 10' 20' 40'

UTILITY PROFILE S STATE STREET
SCALE: HORIZ 1"=20', VERT 1"=4'

UTILITY PLAN S STATE STREET
SCALE: 1" = 20'
U-103
15 UTILITY PLAN & PROFILE S STATE ST STA. 200+50 - STA. 205+00 AJP JS

SHEET KEYNOTES

SHEET GENERAL NOTES
SD1. INSTALL (N) 48" STORM DRAIN MANHOLE
SD2. INSTALL (N) CALTRANS PRECAST DRAINAGE INLET TYPE G0 PLAN D773E
SD3. INSTALL (N) RCP STORM DRAIN PIPE, SEE SIZE ON PLANS SD4. INSTALL (N) 12" DOME GRATE PER DETAIL 5 & 6 ON SHEET U-505 SD5. INSTALL PRECAST 24X24 DI WITH CAST-IN-PLACE FRAME AND

TRAFFIC RATED GRATE
SD6. ADJUST (E) STORM DRAIN STRUCTURE TO FINISHED GRADE SD7. REMOVE (E) DRAINAGE INLET/CATCH BASIN AND/OR PIPE
SD8. ABANDON (E) DRAINAGE INLET/CATCH BASIN AND/OR PIPE W1. ABANDON (E) WATER MAIN. REMOVE WHERE IN CONFLICT WITH THE (N) WATER MAIN. FILL WITH CONTROLLED LOW STRENGTH

MATERIAL WHERE (E) WATER IS LOCATED UNDER BUILDINGS
AND ROADWAYS. REMOVE (E) VALVES
W2. INSTALL (N) 12" WATER MAIN
W3. INSTALL (N) GATE VALVE PER CITY STD 307
W4. INSTALL (N) 45° BEND
W5. REMOVE (E) 12" X 12" X 6" TEE
W6. CONNECT TO (E) AC PIPE WITH "WIDE RANGE" STYLE

COUPLING
W7. CAP (E) WATER MAIN
W8. REMOVE (E) WATER VALVE
W9. INSTALL (N) 12" X 12" X 8" TEE
W10. INSTALL (N) 6" X 6" X 12" TEE
W11 INSTALL (N) 12" X 12" X 12" TEE
W12. INSTALL (N) 12" X 12" X 6" TEE
W13. INSTALL BLIND FLANGE
W14. ADJUST (E) WATER VALVE TO FINISHED GRADE
W15. INSTALL (N) FIRE HYDRANT AND LATERAL PER DETAIL 1 ON SHEET U-503. MAINTAIN MINIMUM 3' CLEARANCE FROM (N)
HYDRANT TO OTHER ABOVE GRADE OBSTRUCTIONS.

W16. PROVIDE SINGLE WATER SERVICE LATERAL PER CITY STD 301 W17. LOCATE AND CONNECT TO (E) SERVICE 1' FROM PROPERTY

BOUNDARY
W18. REMOVE (E) FIRE HYDRANT AND VALVE
SS1. INSTALL (N) 48" SANITARY MANHOLE PER CITY STD 201
SS2. INSTALL (N) SDR 26 PVC SEWER MAIN, SEE SIZE ON PLANS SS3. INSTALL TEMPORARY (N) 48" SANITARY SEWER MANHOLE
SS4. CONNECT TO (E) SEWER MAIN WITH COUPLING.

CONTRACTOR TO LOCATE (E) SEWER IN FIELD AND MATCH (E)
GRADES
SS5. REMOVE (E) SANITARY SEWER MANHOLE AND/OR PIPE
SS6. PROVIDE (N) 4" PVC SANITARY SEWER LATERAL PER CITY STD 213. REMOVE OR ABANDON (E) LATERAL
SS7. ADJUST (E) SANITARY SEWER STRUCTURE TO FINISHED GRADE SS8. INSTALL (N) SS CLEANOUT PER DETAIL 2 ON SHEET U-502 SS9. LOCATE (E) SEWER LATERAL 1 FEET FROM PROPERTY
BOUNDARY PER SECTION 77 OF THE SPECIAL PROVISIONS
PRIOR TO INSTALLING WYE FOR (N) LATERAL.

SS10. INSTALL (N) END-LINE SSCO PER CITY STD 203
SS11. ABANDON (E) END-LINE SSCO
SS12. ABANDON (E) SANITARY SEWER MANHOLE AND/OR PIPE
U1. SEE STREET LIGHT PLANS FOR STREET LIGHT CONSTRUCTION

INFORMATION
U2. (E) OVERHEAD LINE AND POLES TO BE REMOVED. SEE JOINT

TRENCH PLANS FOR DETAILS
U3. ADJUST (E) UTILITY TO FINISHED GRADE
U4. SEE TRAFFIC SIGNAL PLANS FOR TRAFFIC POLES/BOXES

CONSTRUCTION INFORMATION

1. LOCATION OF EXISTING UTILITIES, STRUCTURES AND OBSTACLES

ARE APPROXIMATE IN PLAN AND PROFILE AND BASED ON BEST
AVAILABLE INFORMATION. EXACT LOCATION AND COMPLETENESS
ARE NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE TO

LOCATE ALL EXISTING UTILITIES TO SUCCESSFULLY COMPLETE
THIS PROJECT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

2. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT
(USA) AT (800) 227-2600 OR 811 A MINIMUM OF TWO WORKING DAYS

PRIOR TO ANY EXCAVATION OR PLANNED WORK OPERATIONS FOR
MARK OUTS OF EXISTING UNDERGROUND FACILITIES.

3. CONTRACTOR IS ADVISED OF THE PRESENCE OF SHALLOW STORM DRAINS THROUGHOUT THE PROJECT AREA. STORM DRAINS SHALL
BE PROTECTED IN PLACE DURING ALL CONTRACTOR WORK.

4. CONTRACTOR SHALL UNDERTAKE CCTV INSPECTION OF THE

EXISTING SANITARY SEWER MAIN AND CONFIRM THE LOCATION OF ALL LIVE SANITARY SEWER LATERALS PRIOR TO CONSTRUCTION.

5. NOT ALL EXISTING UTILITIES ARE SHOWN ON PROFILE. REFER TO

PLAN AND POTHOLE INFORMATION FOR APPROXIMATE LOCATION
AND DEPTH OF (E) UTILITIES.

6. DO NOT EXCEED 80% OF THE MAX ALLOWABLE DEFLECTION AT PUSH-ON AND MECHANICAL JOINTS. MAX DEFLECTION AT PUSH-ON JOINTS IS 0.80°; MAX DEFLECTION AT MECHANICAL JOINTS AND COUPLINGS IS 4° OR AS PER MANUFACTURER'S REQUIREMENTS.

7. CONCRETE THRUST BLOCKS SHALL BE INSTALLED AT ALL
LOCATIONS PER CITY STD 312. CONCRETE THRUST BLOCKS SHALL

BE INSTALLED IN ADDITION TO RESTRAINED PIPE WHERE LOCATED AT OR NEAR A PIPE LOWERING/PIPE RAISING LOCATION.

8. CONTRACTOR TO LOCATE EXISTING SANITARY SEWER LATERALS AND CLEANOUTS PRIOR TO HARDSCAPE REMOVAL. CONTRACTOR

TO REMOVE AND RESTORE EXISTING HARDSCAPE (SEE HATCH ON
PLANS). CONTRACTOR TO NOTIFY ENGINEER FOR ANY CONFLICTS WITH NEW SANITARY SEWER LATERAL PRIOR TO CONSTRUCTION.

CONFLICTS SHALL BE HANDLED ON-SITE DURING CONSTRUCTION. STA 200+50 MATCH LINE SEE SHEET U-102 STA 205+00 MATCH LINE SEE SHEET U-104

Page 200 of 511 ends

ELEVATION ELEVATION
602
610
602
610
205+00 206+00 207+00 208+00 209+00 209+50
205+00 205+50 206+00 206+50 207+00 207+50 208+00 208+50 209+00 209+50 300 LF OF 12" SS @ S=0.0085
30 LF OF 18" SS @ S=0.0050
(E) 6" SS (VC) TO BE ABANDONED (N) SSMH #117 RIM EL = 613.03 12" IN (N) INV=603.67 18" IN (W) INV=603.75 18" OUT (NE) INV=603.50 (E) SSMH #119 RIM EL = 612.20 10" IN (SW) INV=603.07 6" IN (S) INV=604.63 18" OUT (NW) INV=604.96 18" OUT (E) INV=603.07 (E) 10" SS (E) SDCB #1 RIM EL = 612.81 12" OUT (N) INV=609.71 (E) SDMH #2 RIM EL = 613.11 12" IN (S) INV=609.22 12" IN (N) INV=609.22 8" IN (SW) INV=609.30 24" OUT (E) INV=609.10 (E) SDCB #3 RIM EL = 612.28 24" IN (W) INV=608.38 21" OUT (E) INV=608.50 (E) SDMH #4 RIM EL = 612.45 12" IN (W) INV=610.23 12" OUT (S) INV=610.17 (E) SDCB #5 RIM EL = 612.43 12" IN (NW) INV=610.25 12" OUT (E) INV=610.27 (E) 12" SD
(E) 24" SD
(E) 6" SS (VC) TO BE ABANDONED (N) SSMH #118 RIM EL = 612.68 18" IN (SW) INV=603.35 10" IN (S) INV=604.50 18" OUT (E) INV=603.25 341 LF OF 10" SS @ S=0.0050 (E) SSMH #116 RIM EL = 613.04 6" IN (S) INV=606.23 18" IN (W) INV=606.18 10" OUT (NE) INV=606.13 (E) SDDI #6 RIM EL = 613.09 12" OUT (SE) INV=610.50 (E) 12" SD (N) SSMH #115 RIM EL = 613.35 18" IN (W) INV=606.39 18" IN (SE) INV=606.29 18" OUT (E) INV=606.29 (N) SSMH #121 RIM EL = 611.80 18" IN (W) INV=602.75 12" IN (S) INV=602.73 18" OUT (E) INV=602.75 (E) SSMH #122 RIM EL = 612.04 18" IN (SE) INV=604.21 12" IN (W) INV=604.69 (E) 18" SS
(E) 12" SS (N) 6" FH
61 LF
(N) 12" W
14 LF
(N) 12" W
58 LF
(N) 12" W
(E) 12" SD
SS1 SS5 SD6 SS1 SS5 SD6 SS5
EG @ "ST-CL" LINE 3' MIN
SS3 SS3
W15
D
D
S
S
S
CO
CO
S
S
S
S
14 (TYP)
(TYP)
(TYP)
12" SD
24" SD
12" SD
12" SS
18" SS
18" SS
6" SS
6" SS
10" SS
"ST-CL" 208+86.89, 66.16' L
(E) SDDI #6
"ST-CL" 207+75.14, 32.28' L
(E) SDCB #1
"ST-CL" 208+21.46, 46.68' L
(E) SSMH #116
"ST-CL" 208+25.58, 22.50' L
(E) SDMH #2
"ST-CL" 208+36.64, 15.88' R
(N) SSMH #118
"ST-CL" 208+55.44, 38.37' R
(E) SSMH #119
"ST-CL" 208+36.53, 60.41' R
(E) SDCB #3
"ST-CL" 208+63.50, 45.32' L
(E) SDCB #5
"ST-CL" 208+17.15, 6.98' L
(N) SSMH #117
"ST-CL" 208+72.86, 32.70' R
(E) SSMH #122
"ST-CL" 208+55.22, 26.71' L
(E) SDMH #4 W GOBBI ST

E GOBBI ST

S STATE ST
"ST-CL" LINE SS2
W11 W2
U3
U3
W14
U3
U4 U3
U1
W15
W12
SS2
SS9
SS8
SS6
W4
W12
W1
W1
"ST-CL" 208+62.18, 73.75' R
(N) SSMH #121
"ST-CL" 208+17.63, 68.01' L
(N) SSMH #115
10" SS
101+00
102+00
W14
18" SS
18" SS
205+00 206+00 207+00 208+00 209+00
(QTY 2)
(N) SSCO
SEE SHEET U-110

FOR MORE DETAILS

INSTALL BLIND FLANGE
SS10 FOR FUTURE CONNECTION
(N) SSCO
SEE SHEET U-110

FOR MORE DETAILS
SS10
W7
W7
(TYP)
W3
12" SD
SS1
SD6
SS1
SS5
SS5
SS3
SD6
SS5
SS1
W3
(QTY 2)
(QTY 3)
(QTY 2)
(N) FH
"ST-CL" 209+16.61

29.61' R
W16
U2
W17
SS12
SS12 2023-02-22 5:05 PM JPARK2 N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-UTL-0101 THRU 0111.DWG SHEET
DRWN:

PROJ NO:
0 1" BAR IS ONE INCH ON ORIGINAL DRAWING

OF DESCRIPTION DATE MARK ISSUE
CHKD: REUSE OF DOCUMENTS 2235 Mercury Way, Suite 150 Santa Rosa, California 95407, USA T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com GHD Inc. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2023 GHD 11225278 CITY OF UKIAH DOWNTOWN STREETSCAPE AND ROAD DIET PROJECT - PHASE II 107 C87192 9/30/23 No. Exp.

SI GER
ET RED

PROFESSIONA L ENGI NEER
STAT E

OF CA L I FOR N AI

C I V I L
EJ R EMY M. S C HMA L

UTILITY PROFILE STATE STREET
SCALE: HORIZ 1"=20', VERT 1"=4' STA 209+50 MATCH LINE SEE SHEET U-105 U-104
16 UTILITY PLAN & PROFILE S STATE ST STA. 205+00 - STA. 209+50 AJP JS STA 205+00 MATCH LINE SEE SHEET U-103

SHEET KEYNOTES

SHEET GENERAL NOTES
SD1. INSTALL (N) 48" STORM DRAIN MANHOLE
SD2. INSTALL (N) CALTRANS PRECAST DRAINAGE INLET TYPE G0 PLAN D773E
SD3. INSTALL (N) RCP STORM DRAIN PIPE, SEE SIZE ON PLANS SD4. INSTALL (N) 12" DOME GRATE PER DETAIL 5 & 6 ON SHEET U-505 SD5. INSTALL PRECAST 24X24 DI WITH CAST-IN-PLACE FRAME AND

TRAFFIC RATED GRATE
SD6. ADJUST (E) STORM DRAIN STRUCTURE TO FINISHED GRADE SD7. REMOVE (E) DRAINAGE INLET/CATCH BASIN AND/OR PIPE
SD8. ABANDON (E) DRAINAGE INLET/CATCH BASIN AND/OR PIPE W1. ABANDON (E) WATER MAIN. REMOVE WHERE IN CONFLICT WITH THE (N) WATER MAIN. FILL WITH CONTROLLED LOW STRENGTH

MATERIAL WHERE (E) WATER IS LOCATED UNDER BUILDINGS
AND ROADWAYS. REMOVE (E) VALVES
W2. INSTALL (N) 12" WATER MAIN
W3. INSTALL (N) GATE VALVE PER CITY STD 307
W4. INSTALL (N) 45° BEND
W5. REMOVE (E) 12" X 12" X 6" TEE
W6. CONNECT TO (E) AC PIPE WITH "WIDE RANGE" STYLE

COUPLING
W7. CAP (E) WATER MAIN
W8. REMOVE (E) WATER VALVE
W9. INSTALL (N) 12" X 12" X 8" TEE
W10. INSTALL (N) 6" X 6" X 12" TEE
W11 INSTALL (N) 12" X 12" X 12" TEE
W12. INSTALL (N) 12" X 12" X 6" TEE
W13. INSTALL BLIND FLANGE
W14. ADJUST (E) WATER VALVE TO FINISHED GRADE
W15. INSTALL (N) FIRE HYDRANT AND LATERAL PER DETAIL 1 ON SHEET U-503. MAINTAIN MINIMUM 3' CLEARANCE FROM (N)
HYDRANT TO OTHER ABOVE GRADE OBSTRUCTIONS.

W16. PROVIDE SINGLE WATER SERVICE LATERAL PER CITY STD 301 W17. LOCATE AND CONNECT TO (E) SERVICE 1' FROM PROPERTY

BOUNDARY
W18. REMOVE (E) FIRE HYDRANT AND VALVE
SS1. INSTALL (N) 48" SANITARY MANHOLE PER CITY STD 201
SS2. INSTALL (N) SDR 26 PVC SEWER MAIN, SEE SIZE ON PLANS SS3. INSTALL TEMPORARY (N) 48" SANITARY SEWER MANHOLE
SS4. CONNECT TO (E) SEWER MAIN WITH COUPLING.

CONTRACTOR TO LOCATE (E) SEWER IN FIELD AND MATCH (E)
GRADES
SS5. REMOVE (E) SANITARY SEWER MANHOLE AND/OR PIPE
SS6. PROVIDE (N) 4" PVC SANITARY SEWER LATERAL PER CITY STD 213. REMOVE OR ABANDON (E) LATERAL
SS7. ADJUST (E) SANITARY SEWER STRUCTURE TO FINISHED GRADE SS8. INSTALL (N) SS CLEANOUT PER DETAIL 2 ON SHEET U-502 SS9. LOCATE (E) SEWER LATERAL 1 FEET FROM PROPERTY
BOUNDARY PER SECTION 77 OF THE SPECIAL PROVISIONS
PRIOR TO INSTALLING WYE FOR (N) LATERAL.

SS10. INSTALL (N) END-LINE SSCO PER CITY STD 203
SS11. ABANDON (E) END-LINE SSCO
SS12. ABANDON (E) SANITARY SEWER MANHOLE AND/OR PIPE
U1. SEE STREET LIGHT PLANS FOR STREET LIGHT CONSTRUCTION

INFORMATION
U2. (E) OVERHEAD LINE AND POLES TO BE REMOVED. SEE JOINT

TRENCH PLANS FOR DETAILS
U3. ADJUST (E) UTILITY TO FINISHED GRADE
U4. SEE TRAFFIC SIGNAL PLANS FOR TRAFFIC POLES/BOXES

CONSTRUCTION INFORMATION

1. LOCATION OF EXISTING UTILITIES, STRUCTURES AND OBSTACLES

ARE APPROXIMATE IN PLAN AND PROFILE AND BASED ON BEST
AVAILABLE INFORMATION. EXACT LOCATION AND COMPLETENESS
ARE NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE TO

LOCATE ALL EXISTING UTILITIES TO SUCCESSFULLY COMPLETE
THIS PROJECT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

2. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT
(USA) AT (800) 227-2600 OR 811 A MINIMUM OF TWO WORKING DAYS

PRIOR TO ANY EXCAVATION OR PLANNED WORK OPERATIONS FOR
MARK OUTS OF EXISTING UNDERGROUND FACILITIES.

3. CONTRACTOR IS ADVISED OF THE PRESENCE OF SHALLOW STORM DRAINS THROUGHOUT THE PROJECT AREA. STORM DRAINS SHALL
BE PROTECTED IN PLACE DURING ALL CONTRACTOR WORK.

4. CONTRACTOR SHALL UNDERTAKE CCTV INSPECTION OF THE

EXISTING SANITARY SEWER MAIN AND CONFIRM THE LOCATION OF ALL LIVE SANITARY SEWER LATERALS PRIOR TO CONSTRUCTION.

5. NOT ALL EXISTING UTILITIES ARE SHOWN ON PROFILE. REFER TO

PLAN AND POTHOLE INFORMATION FOR APPROXIMATE LOCATION
AND DEPTH OF (E) UTILITIES.

6. DO NOT EXCEED 80% OF THE MAX ALLOWABLE DEFLECTION AT PUSH-ON AND MECHANICAL JOINTS. MAX DEFLECTION AT PUSH-ON JOINTS IS 0.80°; MAX DEFLECTION AT MECHANICAL JOINTS AND COUPLINGS IS 4° OR AS PER MANUFACTURER'S REQUIREMENTS.

7. CONCRETE THRUST BLOCKS SHALL BE INSTALLED AT ALL
LOCATIONS PER CITY STD 312. CONCRETE THRUST BLOCKS SHALL

BE INSTALLED IN ADDITION TO RESTRAINED PIPE WHERE LOCATED AT OR NEAR A PIPE LOWERING/PIPE RAISING LOCATION.

8. CONTRACTOR TO LOCATE EXISTING SANITARY SEWER LATERALS AND CLEANOUTS PRIOR TO HARDSCAPE REMOVAL. CONTRACTOR

TO REMOVE AND RESTORE EXISTING HARDSCAPE (SEE HATCH ON
PLANS). CONTRACTOR TO NOTIFY ENGINEER FOR ANY CONFLICTS WITH NEW SANITARY SEWER LATERAL PRIOR TO CONSTRUCTION.

CONFLICTS SHALL BE HANDLED ON-SITE DURING CONSTRUCTION.

N
0 10' 20' 40'

UTILITY PLAN S STATE STREET
SCALE: 1" = 20'

Page 201 of 511 ends

ELEVATION ELEVATION
600
610
620
600
610
620
209+50 210+00 211+00 212+00 213+00 214+00
209+50 210+00 210+50 211+00 211+50 212+00 212+50 213+00 213+50 214+00 (N) SSMH #123 RIM EL = 613.85 12" IN (N) INV=606.84 12" OUT (S) INV=606.84 STA 213+25

0.33° DEFLECTION
372 LF OF 12" SS @ S=0.0085
287 LF OF 12" SS @ S=0.0085 (N) SDDI #11 RIM EL = 613.80 15" IN (N) INV=611.50 15" OUT (S) INV=611.50 (E) SSMH #124 RIM EL = 614.75 10" IN (N) INV=608.33 8" OUT (S) INV=608.33 (E) SDCB #8 RIM EL = 612.84 12" IN (SW) INV=609.43 12" IN (N) INV=609.43 15" IN (N) INV=609.43 18" OUT (E) INV=609.43 (E) SDCB #9 RIM EL = 613.54 18" OUT (E) INV=610.40 (E) SDDI #10 RIM EL = 613.60 12" IN (N) INV=611.43 12" OUT (S) INV=611.43 (E) 12" SD (E) SDMH #7 RIM EL = 613.65 18" IN (W) INV=608.07 36" OUT (E) INV=608.07 15" SD 221 LF @ S=0.0094
(E) 8" SS (VC) TO BE ABANDONED (N) 6" FH (N) 6" FH
53 LF
(N) 12" W
43 LF
(N) 12" W
9 LF
(N) 12" W
9 LF
(N) 12" W
9 LF
(N) 12" W
83 LF
69 LF (N) 12" W
(N) 12" W
183 LF
(N) 12" W
SS1 SD5 SS5
EG @ "ST-CL" LINE 3' MIN
FG @ "ST-CL" LINE
SD6 SD6
W15
W15 3' MIN
SD7
S
D
S

JT JT JT JT JT JT JT JT JT JT JT JT
JT
JT
12" SD
12" SD 18" SD
"ST-CL" 211+27.44, 28.16' L
(E) SDCB #8
"ST-CL" 211+39.33, 29.60' R
(E) SDCB #9
"ST-CL" 213+48.55, 25.50' L
(N) SDDI #11
"ST-CL" 213+48.50, 27.07' L
(E) SDDI #10
"ST-CL" 213+83.23, 4.70' L
(E) SSMH #124
"ST-CL" 211+89.56, 5.29' L
(N) SSMH #123
"ST-CL" 211+15.76, 41.98' L
(E) SDDI

S STATE ST
"ST-CL" LINE
SS2
SS2
W2
W1
U1
U3
U1
U3
W18
U3
U2
U3
W16
W12
W12
SS8
SS9
SS6
12" SS

JOINT TRENCH DESIGNED

BY OTHERS (TYP)
210+00 211+00 212+00 213+00 214+00
"ST-CL" 211+26.08, 39.61' R
(E) SDMH #7
15" SD
SD3
12" SS
(TYP)
U2
U2
SS1 SS5
SD5
SD7
W15
W15
SD6
SD6
W18
U2
U3

1.2° HORIZ. DEFLECTION
"ST-CL" 209+85.52, 19.88' L
(N) FH
"ST-CL" 210+64.68

29.77' L
(N) FH
"ST-CL" 213+79.11

29.77' R
W16
W16
W16 W17
W17
W17
W17
W16
SD7
W8 (QTY 4)
W8 2023-02-22 5:05 PM JPARK2 N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-UTL-0101 THRU 0111.DWG SHEET
DRWN:

PROJ NO:
0 1" BAR IS ONE INCH ON ORIGINAL DRAWING

OF DESCRIPTION DATE MARK ISSUE
CHKD: REUSE OF DOCUMENTS 2235 Mercury Way, Suite 150 Santa Rosa, California 95407, USA T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com GHD Inc. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2023 GHD 11225278 CITY OF UKIAH DOWNTOWN STREETSCAPE AND ROAD DIET PROJECT - PHASE II 107 C87192 9/30/23 No. Exp.

SI GER
ET RED

PROFESSIONA L ENGI NEER
STAT E

OF CA L I FOR N AI

C I V I L
EJ R EMY M. S C HMA L

UTILITY PROFILE S STATE STREET
SCALE: HORIZ 1"=20', VERT 1"=4' STA 209+50 MATCH LINE SEE SHEET U-104 STA 214+00 MATCH LINE SEE SHEET U-106 U-105
17 UTILITY PLAN & PROFILE N STATE ST STA. 209+50 - STA. 214+00 AJP JS
N
0 10' 20' 40'

UTILITY PLAN S STATE STREET
SCALE: 1" = 20'

SHEET KEYNOTES

SHEET GENERAL NOTES
SD1. INSTALL (N) 48" STORM DRAIN MANHOLE
SD2. INSTALL (N) CALTRANS PRECAST DRAINAGE INLET TYPE G0 PLAN D773E
SD3. INSTALL (N) RCP STORM DRAIN PIPE, SEE SIZE ON PLANS SD4. INSTALL (N) 12" DOME GRATE PER DETAIL 5 & 6 ON SHEET U-505 SD5. INSTALL PRECAST 24X24 DI WITH CAST-IN-PLACE FRAME AND

TRAFFIC RATED GRATE
SD6. ADJUST (E) STORM DRAIN STRUCTURE TO FINISHED GRADE SD7. REMOVE (E) DRAINAGE INLET/CATCH BASIN AND/OR PIPE
SD8. ABANDON (E) DRAINAGE INLET/CATCH BASIN AND/OR PIPE W1. ABANDON (E) WATER MAIN. REMOVE WHERE IN CONFLICT WITH THE (N) WATER MAIN. FILL WITH CONTROLLED LOW STRENGTH

MATERIAL WHERE (E) WATER IS LOCATED UNDER BUILDINGS
AND ROADWAYS. REMOVE (E) VALVES
W2. INSTALL (N) 12" WATER MAIN
W3. INSTALL (N) GATE VALVE PER CITY STD 307
W4. INSTALL (N) 45° BEND
W5. REMOVE (E) 12" X 12" X 6" TEE
W6. CONNECT TO (E) AC PIPE WITH "WIDE RANGE" STYLE

COUPLING
W7. CAP (E) WATER MAIN
W8. REMOVE (E) WATER VALVE
W9. INSTALL (N) 12" X 12" X 8" TEE
W10. INSTALL (N) 6" X 6" X 12" TEE
W11 INSTALL (N) 12" X 12" X 12" TEE
W12. INSTALL (N) 12" X 12" X 6" TEE
W13. INSTALL BLIND FLANGE
W14. ADJUST (E) WATER VALVE TO FINISHED GRADE
W15. INSTALL (N) FIRE HYDRANT AND LATERAL PER DETAIL 1 ON SHEET U-503. MAINTAIN MINIMUM 3' CLEARANCE FROM (N)
HYDRANT TO OTHER ABOVE GRADE OBSTRUCTIONS.

W16. PROVIDE SINGLE WATER SERVICE LATERAL PER CITY STD 301 W17. LOCATE AND CONNECT TO (E) SERVICE 1' FROM PROPERTY

BOUNDARY
W18. REMOVE (E) FIRE HYDRANT AND VALVE
SS1. INSTALL (N) 48" SANITARY MANHOLE PER CITY STD 201
SS2. INSTALL (N) SDR 26 PVC SEWER MAIN, SEE SIZE ON PLANS SS3. INSTALL TEMPORARY (N) 48" SANITARY SEWER MANHOLE
SS4. CONNECT TO (E) SEWER MAIN WITH COUPLING.

CONTRACTOR TO LOCATE (E) SEWER IN FIELD AND MATCH (E)
GRADES
SS5. REMOVE (E) SANITARY SEWER MANHOLE AND/OR PIPE
SS6. PROVIDE (N) 4" PVC SANITARY SEWER LATERAL PER CITY STD 213. REMOVE OR ABANDON (E) LATERAL
SS7. ADJUST (E) SANITARY SEWER STRUCTURE TO FINISHED GRADE SS8. INSTALL (N) SS CLEANOUT PER DETAIL 2 ON SHEET U-502 SS9. LOCATE (E) SEWER LATERAL 1 FEET FROM PROPERTY
BOUNDARY PER SECTION 77 OF THE SPECIAL PROVISIONS
PRIOR TO INSTALLING WYE FOR (N) LATERAL.

SS10. INSTALL (N) END-LINE SSCO PER CITY STD 203
SS11. ABANDON (E) END-LINE SSCO
SS12. ABANDON (E) SANITARY SEWER MANHOLE AND/OR PIPE
U1. SEE STREET LIGHT PLANS FOR STREET LIGHT CONSTRUCTION

INFORMATION
U2. (E) OVERHEAD LINE AND POLES TO BE REMOVED. SEE JOINT

TRENCH PLANS FOR DETAILS
U3. ADJUST (E) UTILITY TO FINISHED GRADE
U4. SEE TRAFFIC SIGNAL PLANS FOR TRAFFIC POLES/BOXES

CONSTRUCTION INFORMATION

1. LOCATION OF EXISTING UTILITIES, STRUCTURES AND OBSTACLES

ARE APPROXIMATE IN PLAN AND PROFILE AND BASED ON BEST
AVAILABLE INFORMATION. EXACT LOCATION AND COMPLETENESS
ARE NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE TO

LOCATE ALL EXISTING UTILITIES TO SUCCESSFULLY COMPLETE
THIS PROJECT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

2. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT
(USA) AT (800) 227-2600 OR 811 A MINIMUM OF TWO WORKING DAYS

PRIOR TO ANY EXCAVATION OR PLANNED WORK OPERATIONS FOR
MARK OUTS OF EXISTING UNDERGROUND FACILITIES.

3. CONTRACTOR IS ADVISED OF THE PRESENCE OF SHALLOW STORM DRAINS THROUGHOUT THE PROJECT AREA. STORM DRAINS SHALL
BE PROTECTED IN PLACE DURING ALL CONTRACTOR WORK.

4. CONTRACTOR SHALL UNDERTAKE CCTV INSPECTION OF THE

EXISTING SANITARY SEWER MAIN AND CONFIRM THE LOCATION OF ALL LIVE SANITARY SEWER LATERALS PRIOR TO CONSTRUCTION.

5. NOT ALL EXISTING UTILITIES ARE SHOWN ON PROFILE. REFER TO

PLAN AND POTHOLE INFORMATION FOR APPROXIMATE LOCATION
AND DEPTH OF (E) UTILITIES.

6. DO NOT EXCEED 80% OF THE MAX ALLOWABLE DEFLECTION AT PUSH-ON AND MECHANICAL JOINTS. MAX DEFLECTION AT PUSH-ON JOINTS IS 0.80°; MAX DEFLECTION AT MECHANICAL JOINTS AND COUPLINGS IS 4° OR AS PER MANUFACTURER'S REQUIREMENTS.

7. CONCRETE THRUST BLOCKS SHALL BE INSTALLED AT ALL
LOCATIONS PER CITY STD 312. CONCRETE THRUST BLOCKS SHALL

BE INSTALLED IN ADDITION TO RESTRAINED PIPE WHERE LOCATED AT OR NEAR A PIPE LOWERING/PIPE RAISING LOCATION.

8. CONTRACTOR TO LOCATE EXISTING SANITARY SEWER LATERALS AND CLEANOUTS PRIOR TO HARDSCAPE REMOVAL. CONTRACTOR

TO REMOVE AND RESTORE EXISTING HARDSCAPE (SEE HATCH ON
PLANS). CONTRACTOR TO NOTIFY ENGINEER FOR ANY CONFLICTS WITH NEW SANITARY SEWER LATERAL PRIOR TO CONSTRUCTION.

CONFLICTS SHALL BE HANDLED ON-SITE DURING CONSTRUCTION.

Page 202 of 511 ends

ELEVATION ELEVATION
605
610
620
605
610
620
214+00 215+00 216+00 217+00 218+00 218+50
214+00 214+50 215+00 215+50 216+00 216+50 217+00 217+50 218+00 218+50 300 LF OF 12" SS @ S=0.0085
311 LF OF 12" SS @ S=0.0085 (N) SSMH #125 RIM EL = 615.83 12" IN (N) INV=609.28 12" OUT (S) INV=609.28 (E) 10" SS
(E) 12" W (E) SSMH #126 RIM EL = 618.99 10" IN (N) INV=612.04 12" OUT (S) INV=611.94 (E) SDCB #16 RIM EL = 619.01 15" OUT (S) INV=615.83 15" OUT (S) INV=615.83 (E) SDCB #12 RIM EL = 616.74 15" IN (N) INV=613.36 4" IN (W) INV=615.34 12" OUT (S) INV=613.36 (E) SDCB #14 RIM EL = 618.72 15" IN (N) INV=615.19 15" OUT (S) INV=615.19 (E) 15" SD
(E) 12" SD
(E) 15" SD (N) SDIN #15 RIM EL = 618.70 15" IN (N) INV=615.23 15" OUT (S) INV=615.23 (E) 12" W
(E) 10" SS (VC) (N) SDDI #13 RIM EL = 616.72 15" IN (N) INV=613.52 15" OUT (S) INV=613.52 15" SD 215 LF @ S=0.0094
15" SD 182 LF @ S=0.0094
15" SD 64 LF @ S=0.0094
395 LF
(N) 12" W
13 LF
(N) 12" W
3 LF
(N) 12" W
2 LF
(N) 12" W
SS1
SD7 SD2 SS7
EG @ "ST-CL" LINE
FG @ "ST-CL" LINE 3' MIN
SD7 SD5
S
S

JT JT JT JT JT JT JT JT

JT JT JT JT JT JT
12" SS
"ST-CL" 214+76.97, 3.95' L
(N) SSMH #125
"ST-CL" 215+63.44, 28.28' L
(E) SDCB #12
"ST-CL" 217+45.68, 28.24' L
(E) SDCB #14
"ST-CL" 217+88.43, 2.50' L
(E) SSMH #126
"ST-CL" 218+09.24, 29.39' L
(E) SDCB #16

S STATE ST
W MIll ST E MIll ST
"ST-CL" LINE
SS2
W6
W2
W16
U1 W16
U3
W16 U3
U3
U3
U2
U4
W14
U4
U4
U3
U3
U3
W16
W1

JOINT TRENCH DESIGNED

BY OTHERS (TYP)
W16
214+00 215+00 216+00 217+00
218+00
"ST-CL" 217+45.67, 26.50' L
(N) SDIN #15
"ST-CL" 215+63.45, 26.50' L
(N) SDDI #13
15" SD 15" SD
SD3
SD3
15" SD
SS1
SD7
SD5
SD7
SS7
SD2
U2
U2 W17
W17 W17
W17
SD7
SD7
SD7
W8 W8
(QTY 3)
(QTY 4) 2023-02-22 5:05 PM JPARK2 N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-UTL-0101 THRU 0111.DWG SHEET
DRWN:

PROJ NO:
0 1" BAR IS ONE INCH ON ORIGINAL DRAWING

OF DESCRIPTION DATE MARK ISSUE
CHKD: REUSE OF DOCUMENTS 2235 Mercury Way, Suite 150 Santa Rosa, California 95407, USA T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com GHD Inc. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2023 GHD 11225278 CITY OF UKIAH DOWNTOWN STREETSCAPE AND ROAD DIET PROJECT - PHASE II 107 C87192 9/30/23 No. Exp.

SI GER
ET RED

PROFESSIONA L ENGI NEER
STAT E

OF CA L I FOR N AI

C I V I L
EJ R EMY M. S C HMA L

UTILITY PROFILE S STATE STREET
SCALE: HORIZ 1"=20', VERT 1"=4'
U-106
18 UTILITY PLAN & PROFILE S STATE ST STA. 214+00 - STA. 218+50 AJP JS

SHEET KEYNOTES

SHEET GENERAL NOTES
SD1. INSTALL (N) 48" STORM DRAIN MANHOLE
SD2. INSTALL (N) CALTRANS PRECAST DRAINAGE INLET TYPE G0 PLAN D773E
SD3. INSTALL (N) RCP STORM DRAIN PIPE, SEE SIZE ON PLANS SD4. INSTALL (N) 12" DOME GRATE PER DETAIL 5 & 6 ON SHEET U-505 SD5. INSTALL PRECAST 24X24 DI WITH CAST-IN-PLACE FRAME AND

TRAFFIC RATED GRATE
SD6. ADJUST (E) STORM DRAIN STRUCTURE TO FINISHED GRADE SD7. REMOVE (E) DRAINAGE INLET/CATCH BASIN AND/OR PIPE
SD8. ABANDON (E) DRAINAGE INLET/CATCH BASIN AND/OR PIPE W1. ABANDON (E) WATER MAIN. REMOVE WHERE IN CONFLICT WITH THE (N) WATER MAIN. FILL WITH CONTROLLED LOW STRENGTH

MATERIAL WHERE (E) WATER IS LOCATED UNDER BUILDINGS
AND ROADWAYS. REMOVE (E) VALVES
W2. INSTALL (N) 12" WATER MAIN
W3. INSTALL (N) GATE VALVE PER CITY STD 307
W4. INSTALL (N) 45° BEND
W5. REMOVE (E) 12" X 12" X 6" TEE
W6. CONNECT TO (E) AC PIPE WITH "WIDE RANGE" STYLE

COUPLING
W7. CAP (E) WATER MAIN
W8. REMOVE (E) WATER VALVE
W9. INSTALL (N) 12" X 12" X 8" TEE
W10. INSTALL (N) 6" X 6" X 12" TEE
W11 INSTALL (N) 12" X 12" X 12" TEE
W12. INSTALL (N) 12" X 12" X 6" TEE
W13. INSTALL BLIND FLANGE
W14. ADJUST (E) WATER VALVE TO FINISHED GRADE
W15. INSTALL (N) FIRE HYDRANT AND LATERAL PER DETAIL 1 ON SHEET U-503. MAINTAIN MINIMUM 3' CLEARANCE FROM (N)
HYDRANT TO OTHER ABOVE GRADE OBSTRUCTIONS.

W16. PROVIDE SINGLE WATER SERVICE LATERAL PER CITY STD 301 W17. LOCATE AND CONNECT TO (E) SERVICE 1' FROM PROPERTY

BOUNDARY
W18. REMOVE (E) FIRE HYDRANT AND VALVE
SS1. INSTALL (N) 48" SANITARY MANHOLE PER CITY STD 201
SS2. INSTALL (N) SDR 26 PVC SEWER MAIN, SEE SIZE ON PLANS SS3. INSTALL TEMPORARY (N) 48" SANITARY SEWER MANHOLE
SS4. CONNECT TO (E) SEWER MAIN WITH COUPLING.

CONTRACTOR TO LOCATE (E) SEWER IN FIELD AND MATCH (E)
GRADES
SS5. REMOVE (E) SANITARY SEWER MANHOLE AND/OR PIPE
SS6. PROVIDE (N) 4" PVC SANITARY SEWER LATERAL PER CITY STD 213. REMOVE OR ABANDON (E) LATERAL
SS7. ADJUST (E) SANITARY SEWER STRUCTURE TO FINISHED GRADE SS8. INSTALL (N) SS CLEANOUT PER DETAIL 2 ON SHEET U-502 SS9. LOCATE (E) SEWER LATERAL 1 FEET FROM PROPERTY
BOUNDARY PER SECTION 77 OF THE SPECIAL PROVISIONS
PRIOR TO INSTALLING WYE FOR (N) LATERAL.

SS10. INSTALL (N) END-LINE SSCO PER CITY STD 203
SS11. ABANDON (E) END-LINE SSCO
SS12. ABANDON (E) SANITARY SEWER MANHOLE AND/OR PIPE
U1. SEE STREET LIGHT PLANS FOR STREET LIGHT CONSTRUCTION

INFORMATION
U2. (E) OVERHEAD LINE AND POLES TO BE REMOVED. SEE JOINT

TRENCH PLANS FOR DETAILS
U3. ADJUST (E) UTILITY TO FINISHED GRADE
U4. SEE TRAFFIC SIGNAL PLANS FOR TRAFFIC POLES/BOXES

CONSTRUCTION INFORMATION

1. LOCATION OF EXISTING UTILITIES, STRUCTURES AND OBSTACLES

ARE APPROXIMATE IN PLAN AND PROFILE AND BASED ON BEST
AVAILABLE INFORMATION. EXACT LOCATION AND COMPLETENESS
ARE NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE TO

LOCATE ALL EXISTING UTILITIES TO SUCCESSFULLY COMPLETE
THIS PROJECT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

2. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT
(USA) AT (800) 227-2600 OR 811 A MINIMUM OF TWO WORKING DAYS

PRIOR TO ANY EXCAVATION OR PLANNED WORK OPERATIONS FOR
MARK OUTS OF EXISTING UNDERGROUND FACILITIES.

3. CONTRACTOR IS ADVISED OF THE PRESENCE OF SHALLOW STORM DRAINS THROUGHOUT THE PROJECT AREA. STORM DRAINS SHALL
BE PROTECTED IN PLACE DURING ALL CONTRACTOR WORK.

4. CONTRACTOR SHALL UNDERTAKE CCTV INSPECTION OF THE

EXISTING SANITARY SEWER MAIN AND CONFIRM THE LOCATION OF ALL LIVE SANITARY SEWER LATERALS PRIOR TO CONSTRUCTION.

5. NOT ALL EXISTING UTILITIES ARE SHOWN ON PROFILE. REFER TO

PLAN AND POTHOLE INFORMATION FOR APPROXIMATE LOCATION
AND DEPTH OF (E) UTILITIES.

6. DO NOT EXCEED 80% OF THE MAX ALLOWABLE DEFLECTION AT PUSH-ON AND MECHANICAL JOINTS. MAX DEFLECTION AT PUSH-ON JOINTS IS 0.80°; MAX DEFLECTION AT MECHANICAL JOINTS AND COUPLINGS IS 4° OR AS PER MANUFACTURER'S REQUIREMENTS.

7. CONCRETE THRUST BLOCKS SHALL BE INSTALLED AT ALL
LOCATIONS PER CITY STD 312. CONCRETE THRUST BLOCKS SHALL

BE INSTALLED IN ADDITION TO RESTRAINED PIPE WHERE LOCATED AT OR NEAR A PIPE LOWERING/PIPE RAISING LOCATION.

8. CONTRACTOR TO LOCATE EXISTING SANITARY SEWER LATERALS AND CLEANOUTS PRIOR TO HARDSCAPE REMOVAL. CONTRACTOR

TO REMOVE AND RESTORE EXISTING HARDSCAPE (SEE HATCH ON
PLANS). CONTRACTOR TO NOTIFY ENGINEER FOR ANY CONFLICTS WITH NEW SANITARY SEWER LATERAL PRIOR TO CONSTRUCTION.

CONFLICTS SHALL BE HANDLED ON-SITE DURING CONSTRUCTION. STA 214+00 MATCH LINE SEE SHEET U-105 N
0 10' 20' 40'

UTILITY PLAN S STATE STREET
SCALE: 1" = 20'

Page 203 of 511 ends

ELEVATION ELEVATION
618
620
630
618
620
630
237+50 238+00 239+00 240+00 241+00 241+50
237+50 238+00 238+50 239+00 239+50 240+00 240+50 241+00 241+50 44 LF
(N) 12" W
(E) 12" SD
(E) 12" SD
(E) 12" SD
(E) 12" SD (N) SDIN #24 RIM EL = 626.21 12" OUT (W) INV=624.55 (E) 12" W (E) 12" W (E) 12" W (E) SDCB #23 RIM EL = 626.90 (E) SDCB #17 RIM EL = 634.50 12" OUT (N) INV=632.19 (E) SDIN #18 RIM EL = 627.46 12" IN (S) INV=625.56 12" OUT (N) INV=625.56 (E) SDMH #19 RIM EL = 627.49 12" IN (NW) INV=624.61 12" OUT (N) INV=624.68 18" OUT (E) INV=624.73 (E) SDMH #20 RIM EL = 627.52 18" IN (W) INV=624.61 12" IN (S) INV=624.74 (N) SDDI #22 RIM EL = 626.79 12" OUT (NE) INV=624.64 12" SD 11 LF
@ S=0.0060 (E) SDCB #21 RIM EL = 626.73 12" OUT (SE) INV=624.74 (E) 12" SD
(E) 12" SD 256 LF @ S=0.008 (E) SSMH #127 RIM EL = 626.72 8" IN (W) INV=621.72 12" OUT (N) INV=620.13 328 LF OF 12" SS @ S=0.0060
11 LF (N) 12" W (N) 6" FH (N) SDMH #23A 12" IN (SW) INV=624.57 12" IN (S) INV=624.57 12" IN (E) INV=624.49 4" IN (W) INV=625.63 RIM EL = 626.90 12" OUT (N) INV=624.49 SS7 SD2 SD7 SD4
FG @ "ST-CL" LINE
EG @ "ST-CL" LINE 3' MIN
W15
SD1 S DD D
JT JT
12" SS
12" SD
12" SD
"ST-CL" 240+47.36, 15.02' R
(E) SSMH #127
"ST-CL" 240+22.24, 33.95' L
(E) SDMH #19
"ST-CL" 240+22.51, 29.19' L
(E) SDMH #20
"ST-CL" 240+04.40, 30.02' L
(E) SDIN #18
"ST-CL" 240+65.32, 35.82' L
(E) SDCB #23
"ST-CL" 240+66.00, 24.69' L
(N) SDIN #24
"ST-CL" 240+55.76, 41.67' L
(N) SDDI #22
"ST-CL" 240+31.33, 42.99' L
(E) SDCB #21 W HENRY ST

N STATE ST
"ST-CL" LINE
W1
W4 W2
W15
W16
U2 W14
W16
U3
W12
SS2
U3 238+00 239+00
240+00
241+00

JOINT TRENCH DESIGNED

BY OTHERS (TYP)
(TYP) 8" SS
(QTY 4) W14
SD2
SD7
SD4
"ST-CL" 240+65.32, 35.82' L
(N) SDMH #23A
SD1
W18
(N) FH
"ST-CL" 241+00.08

32.07' R
W16 2023-02-22 5:05 PM JPARK2 N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-UTL-0101 THRU 0111.DWG SHEET
DRWN:

PROJ NO:0 1" BAR IS ONE INCH ON ORIGINAL DRAWING

OF DESCRIPTION DATE MARK ISSUE
CHKD: REUSE OF DOCUMENTS 2235 Mercury Way, Suite 150 Santa Rosa, California 95407, USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com GHD Inc. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2023 GHD 11225278 CITY OF UKIAH DOWNTOWN STREETSCAPE AND ROAD DIET PROJECT - PHASE II 107 C87192 9/30/23 No. Exp. SI GER ET RED PROFESSIONA L ENGI NEER STAT E OF CA L I FOR N AI C I V I L EJ R EMY M. S C HMA L

UTILITY PROFILE N STATE STREET
SCALE: HORIZ 1"=20', VERT 1"=4' N 0 10' 20' 40' UTILITY PLAN N STATE STREET SCALE: 1" = 20'
U-107
19 UTILITY PLAN & PROFILE N STATE ST STA. 237+50 - STA. 241+50 AJP JS STA 241+50 MATCH LINE SEE SHEET U-108

SHEET KEYNOTES

SHEET GENERAL NOTES
SD1. INSTALL (N) 48" STORM DRAIN MANHOLE
SD2. INSTALL (N) CALTRANS PRECAST DRAINAGE INLET TYPE G0 PLAN D773E
SD3. INSTALL (N) RCP STORM DRAIN PIPE, SEE SIZE ON PLANS SD4. INSTALL (N) 12" DOME GRATE PER DETAIL 5 & 6 ON SHEET U-505 SD5. INSTALL PRECAST 24X24 DI WITH CAST-IN-PLACE FRAME AND

TRAFFIC RATED GRATE
SD6. ADJUST (E) STORM DRAIN STRUCTURE TO FINISHED GRADE SD7. REMOVE (E) DRAINAGE INLET/CATCH BASIN AND/OR PIPE
SD8. ABANDON (E) DRAINAGE INLET/CATCH BASIN AND/OR PIPE W1. ABANDON (E) WATER MAIN. REMOVE WHERE IN CONFLICT WITH THE (N) WATER MAIN. FILL WITH CONTROLLED LOW STRENGTH

MATERIAL WHERE (E) WATER IS LOCATED UNDER BUILDINGS
AND ROADWAYS. REMOVE (E) VALVES
W2. INSTALL (N) 12" WATER MAIN
W3. INSTALL (N) GATE VALVE PER CITY STD 307
W4. INSTALL (N) 45° BEND
W5. REMOVE (E) 12" X 12" X 6" TEE
W6. CONNECT TO (E) AC PIPE WITH "WIDE RANGE" STYLE

COUPLING
W7. CAP (E) WATER MAIN
W8. REMOVE (E) WATER VALVE
W9. INSTALL (N) 12" X 12" X 8" TEE
W10. INSTALL (N) 6" X 6" X 12" TEE
W11 INSTALL (N) 12" X 12" X 12" TEE
W12. INSTALL (N) 12" X 12" X 6" TEE
W13. INSTALL BLIND FLANGE
W14. ADJUST (E) WATER VALVE TO FINISHED GRADE
W15. INSTALL (N) FIRE HYDRANT AND LATERAL PER DETAIL 1 ON SHEET U-503. MAINTAIN MINIMUM 3' CLEARANCE FROM (N)
HYDRANT TO OTHER ABOVE GRADE OBSTRUCTIONS.

W16. PROVIDE SINGLE WATER SERVICE LATERAL PER CITY STD 301 W17. LOCATE AND CONNECT TO (E) SERVICE 1' FROM PROPERTY

BOUNDARY
W18. REMOVE (E) FIRE HYDRANT AND VALVE
SS1. INSTALL (N) 48" SANITARY MANHOLE PER CITY STD 201
SS2. INSTALL (N) SDR 26 PVC SEWER MAIN, SEE SIZE ON PLANS SS3. INSTALL TEMPORARY (N) 48" SANITARY SEWER MANHOLE
SS4. CONNECT TO (E) SEWER MAIN WITH COUPLING.

CONTRACTOR TO LOCATE (E) SEWER IN FIELD AND MATCH (E)
GRADES
SS5. REMOVE (E) SANITARY SEWER MANHOLE AND/OR PIPE
SS6. PROVIDE (N) 4" PVC SANITARY SEWER LATERAL PER CITY STD 213. REMOVE OR ABANDON (E) LATERAL
SS7. ADJUST (E) SANITARY SEWER STRUCTURE TO FINISHED GRADE SS8. INSTALL (N) SS CLEANOUT PER DETAIL 2 ON SHEET U-502 SS9. LOCATE (E) SEWER LATERAL 1 FEET FROM PROPERTY
BOUNDARY PER SECTION 77 OF THE SPECIAL PROVISIONS
PRIOR TO INSTALLING WYE FOR (N) LATERAL.

SS10. INSTALL (N) END-LINE SSCO PER CITY STD 203
SS11. ABANDON (E) END-LINE SSCO
SS12. ABANDON (E) SANITARY SEWER MANHOLE AND/OR PIPE
U1. SEE STREET LIGHT PLANS FOR STREET LIGHT CONSTRUCTION

INFORMATION
U2. (E) OVERHEAD LINE AND POLES TO BE REMOVED. SEE JOINT

TRENCH PLANS FOR DETAILS
U3. ADJUST (E) UTILITY TO FINISHED GRADE
U4. SEE TRAFFIC SIGNAL PLANS FOR TRAFFIC POLES/BOXES

CONSTRUCTION INFORMATION

1. LOCATION OF EXISTING UTILITIES, STRUCTURES AND OBSTACLES

ARE APPROXIMATE IN PLAN AND PROFILE AND BASED ON BEST
AVAILABLE INFORMATION. EXACT LOCATION AND COMPLETENESS
ARE NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE TO

LOCATE ALL EXISTING UTILITIES TO SUCCESSFULLY COMPLETE
THIS PROJECT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

2. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT
(USA) AT (800) 227-2600 OR 811 A MINIMUM OF TWO WORKING DAYS

PRIOR TO ANY EXCAVATION OR PLANNED WORK OPERATIONS FOR
MARK OUTS OF EXISTING UNDERGROUND FACILITIES.

3. CONTRACTOR IS ADVISED OF THE PRESENCE OF SHALLOW STORM DRAINS THROUGHOUT THE PROJECT AREA. STORM DRAINS SHALL
BE PROTECTED IN PLACE DURING ALL CONTRACTOR WORK.

4. CONTRACTOR SHALL UNDERTAKE CCTV INSPECTION OF THE

EXISTING SANITARY SEWER MAIN AND CONFIRM THE LOCATION OF ALL LIVE SANITARY SEWER LATERALS PRIOR TO CONSTRUCTION.

5. NOT ALL EXISTING UTILITIES ARE SHOWN ON PROFILE. REFER TO

PLAN AND POTHOLE INFORMATION FOR APPROXIMATE LOCATION
AND DEPTH OF (E) UTILITIES.

6. DO NOT EXCEED 80% OF THE MAX ALLOWABLE DEFLECTION AT PUSH-ON AND MECHANICAL JOINTS. MAX DEFLECTION AT PUSH-ON JOINTS IS 0.80°; MAX DEFLECTION AT MECHANICAL JOINTS AND COUPLINGS IS 4° OR AS PER MANUFACTURER'S REQUIREMENTS.

7. CONCRETE THRUST BLOCKS SHALL BE INSTALLED AT ALL
LOCATIONS PER CITY STD 312. CONCRETE THRUST BLOCKS SHALL

BE INSTALLED IN ADDITION TO RESTRAINED PIPE WHERE LOCATED AT OR NEAR A PIPE LOWERING/PIPE RAISING LOCATION.

8. CONTRACTOR TO LOCATE EXISTING SANITARY SEWER LATERALS AND CLEANOUTS PRIOR TO HARDSCAPE REMOVAL. CONTRACTOR

TO REMOVE AND RESTORE EXISTING HARDSCAPE (SEE HATCH ON
PLANS). CONTRACTOR TO NOTIFY ENGINEER FOR ANY CONFLICTS WITH NEW SANITARY SEWER LATERAL PRIOR TO CONSTRUCTION.

CONFLICTS SHALL BE HANDLED ON-SITE DURING CONSTRUCTION.

Page 204 of 511 ends

ELEVATION ELEVATION
612
620
630
612
620
630
241+50 242+00 243+00 244+00 245+00 245+50
241+50 242+00 242+50 243+00 243+50 244+00 244+50 245+00 245+50 (N) 12" W 14 LF
23 LF
(N) 12" W
206 LF
(N) 12" W (N) SDDI #28 RIM EL = 625.58 12" IN (E) INV=622.58 12" OUT (W) INV=622.58 (E) SDIN #29 RIM EL = 625.32 (N) SSMH #128 RIM EL = 625.78 12" IN (S) INV=618.78 12" OUT (N) INV=618.68 (E) SDIN #30 RIM EL = 625.22 (N) SDDI #32 RIM EL = 625.42 12" OUT (W) INV=623.40 (N) SDDI #35 RIM EL = 625.27 12" OUT (N) INV=623.12 285 LF OF 12" SS @ S=0.0048
38 LF OF 12" SS @ S=0.0029 (E) SDIN #31 RIM EL = 626.73 12" IN (N) INV=622.25 12" OUT (S) INV=622.25 (E) 12" SD 16 LF @ S=0.008 (N) SDMH #27 RIM EL = 625.65 12" IN (S) INV=622.55 12" IN (E) INV=622.55 12" OUT (N) INV=622.55 (N) SDMH #33 RIM EL = 625.52 12" IN (N) INV=623.45 12" IN (E) INV=623.34 12" OUT (S) INV=623.45 (E) 12" SD 73 LF @ S=0.017
(E) 12" SD 29 LF @ S=0.018 (E) SDCB #34 RIM EL = 625.53 12" OUT (S) INV=623.96 (E) 6" SS (VC) (N) SDDI #26 RIM EL = 626.07 12" OUT (N) INV=623.62 (N) SSMH #128A RIM EL = 625.83 12" IN (S) INV=618.57 12" OUT (N) INV=618.57 12" SD 149 LF @ S=0.0050 (N) SDMH #28A RIM EL = 625.41 12" IN (S) INV=622.87 12" OUT (W) INV=622.87 (N) 6" FH 47 LF
(N) 12" W
14 LF
(N) 12" W
302 LF OF 12" SS @ S=0.0020
137 LF
(N) 12" W (N) 6" FH
(E) 12" SD 256 LF @ S=0.008
SD2 SS1 SD2 SD7 SD2
SD2
SD1
FG @ "ST-CL" LINE
EG @ "ST-CL" LINE

EXTENT OF

EXISTING CULVERT
JACK AND BORE 38 LF 18" STEEL
CASING FOR (N) 12" W UNDER CREEK
SD1 3' MIN
SS1 6" MIN
W15
W15
D D
D
S S

JT JT JT JT JT JT JT JT JT JT JT JT
12" SS
12" SS
12" SD
"ST-CL" 243+31.74, 5.40' R
(N) SSMH #128
"ST-CL" 241+72.00, 29.00' R
(N) SDDI #26
"ST-CL" 243+51.74, 31.91' L
(E) SDIN #30
"ST-CL" 243+26.67, 31.92' R
(E) SDIN #29
"ST-CL" 244+27.00, 29.00' L
(N) SDDI #32
"ST-CL" 245+26.00, 29.00' R
(N) SDDI #35
"ST-CL" 243+21.00, 29.00' L
(N) SDDI #28
"ST-CL" 243+55.55, 43.54' L
(E) SDIN #31

N STATE ST
"ST-CL" LINE
W2
SS2
SS2
W16
W16 W16
W14 W16
U3 U3
W16
W14 W16
W1
SD3
242+00 243+00 244+00 245+00

JOINT TRENCH DESIGNED

BY OTHERS (TYP)
"ST-CL" 243+21.03, 34.28' L
(N) SDMH #27
"ST-CL" 244+27.70, 35.31' L
(N) SDMH #33
"ST-CL" 244+56.26, 32.30' L
(E) SDCB #34
SD3 SD3
SD3
(E) LAMPHOLE TO BE

ADJUSTED TO GRADE
U2
SS1
"ST-CL" 243+69.49, 5.40' R
(N) SSMH #128A SS1 SD2
12" SD 12" SD SD3
SD2
U2
12" SD
SD2
SD1
"ST-CL" 243+21.00, 28.16' R
(N) SDMH #28A SD1
SD2
SD1
U2
SD7
SD7
U2
(N) FH
"ST-CL" 244+08.31

32.22' R
W18
(N) FH
"ST-CL" 245+47.48

32.08' R
W15 W16
W16
W12
W15 2023-02-22 5:06 PM JPARK2 N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-UTL-0101 THRU 0111.DWG SHEET
DRWN:

PROJ NO:
0 1" BAR IS ONE INCH ON ORIGINAL DRAWING

OF DESCRIPTION DATE MARK ISSUE
CHKD: REUSE OF DOCUMENTS 2235 Mercury Way, Suite 150 Santa Rosa, California 95407, USA T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com GHD Inc. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2023 GHD 11225278 CITY OF UKIAH DOWNTOWN STREETSCAPE AND ROAD DIET PROJECT - PHASE II 107 C87192 9/30/23 No. Exp.

SI GER
ET RED

PROFESSIONA L ENGI NEER
STAT E

OF CA L I FOR N AI

C I V I L
EJ R EMY M. S C HMA L

UTILITY PROFILE N STATE STREET
SCALE: HORIZ 1"=20', VERT 1"=4'
N
0 10' 20' 40' UTILITY PLAN N STATE STREET
SCALE: 1" = 20'
U-108
20 UTILITY PLAN & PROFILE N STATE ST STA. 241+50 - STA. 245+50 AJP JS STA 241+50 MATCH LINE SEE SHEET U-107 STA 245+50 MATCH LINE SEE SHEET U-109

SHEET KEYNOTES

SHEET GENERAL NOTES
SD1. INSTALL (N) 48" STORM DRAIN MANHOLE
SD2. INSTALL (N) CALTRANS PRECAST DRAINAGE INLET TYPE G0 PLAN D773E
SD3. INSTALL (N) RCP STORM DRAIN PIPE, SEE SIZE ON PLANS SD4. INSTALL (N) 12" DOME GRATE PER DETAIL 5 & 6 ON SHEET U-505 SD5. INSTALL PRECAST 24X24 DI WITH CAST-IN-PLACE FRAME AND

TRAFFIC RATED GRATE
SD6. ADJUST (E) STORM DRAIN STRUCTURE TO FINISHED GRADE SD7. REMOVE (E) DRAINAGE INLET/CATCH BASIN AND/OR PIPE
SD8. ABANDON (E) DRAINAGE INLET/CATCH BASIN AND/OR PIPE W1. ABANDON (E) WATER MAIN. REMOVE WHERE IN CONFLICT WITH THE (N) WATER MAIN. FILL WITH CONTROLLED LOW STRENGTH

MATERIAL WHERE (E) WATER IS LOCATED UNDER BUILDINGS
AND ROADWAYS. REMOVE (E) VALVES
W2. INSTALL (N) 12" WATER MAIN
W3. INSTALL (N) GATE VALVE PER CITY STD 307
W4. INSTALL (N) 45° BEND
W5. REMOVE (E) 12" X 12" X 6" TEE
W6. CONNECT TO (E) AC PIPE WITH "WIDE RANGE" STYLE

COUPLING
W7. CAP (E) WATER MAIN
W8. REMOVE (E) WATER VALVE
W9. INSTALL (N) 12" X 12" X 8" TEE
W10. INSTALL (N) 6" X 6" X 12" TEE
W11 INSTALL (N) 12" X 12" X 12" TEE
W12. INSTALL (N) 12" X 12" X 6" TEE
W13. INSTALL BLIND FLANGE
W14. ADJUST (E) WATER VALVE TO FINISHED GRADE
W15. INSTALL (N) FIRE HYDRANT AND LATERAL PER DETAIL 1 ON SHEET U-503. MAINTAIN MINIMUM 3' CLEARANCE FROM (N)
HYDRANT TO OTHER ABOVE GRADE OBSTRUCTIONS.

W16. PROVIDE SINGLE WATER SERVICE LATERAL PER CITY STD 301 W17. LOCATE AND CONNECT TO (E) SERVICE 1' FROM PROPERTY

BOUNDARY
W18. REMOVE (E) FIRE HYDRANT AND VALVE
SS1. INSTALL (N) 48" SANITARY MANHOLE PER CITY STD 201
SS2. INSTALL (N) SDR 26 PVC SEWER MAIN, SEE SIZE ON PLANS SS3. INSTALL TEMPORARY (N) 48" SANITARY SEWER MANHOLE
SS4. CONNECT TO (E) SEWER MAIN WITH COUPLING.

CONTRACTOR TO LOCATE (E) SEWER IN FIELD AND MATCH (E)
GRADES
SS5. REMOVE (E) SANITARY SEWER MANHOLE AND/OR PIPE
SS6. PROVIDE (N) 4" PVC SANITARY SEWER LATERAL PER CITY STD 213. REMOVE OR ABANDON (E) LATERAL
SS7. ADJUST (E) SANITARY SEWER STRUCTURE TO FINISHED GRADE SS8. INSTALL (N) SS CLEANOUT PER DETAIL 2 ON SHEET U-502 SS9. LOCATE (E) SEWER LATERAL 1 FEET FROM PROPERTY
BOUNDARY PER SECTION 77 OF THE SPECIAL PROVISIONS
PRIOR TO INSTALLING WYE FOR (N) LATERAL.

SS10. INSTALL (N) END-LINE SSCO PER CITY STD 203
SS11. ABANDON (E) END-LINE SSCO
SS12. ABANDON (E) SANITARY SEWER MANHOLE AND/OR PIPE
U1. SEE STREET LIGHT PLANS FOR STREET LIGHT CONSTRUCTION

INFORMATION
U2. (E) OVERHEAD LINE AND POLES TO BE REMOVED. SEE JOINT

TRENCH PLANS FOR DETAILS
U3. ADJUST (E) UTILITY TO FINISHED GRADE
U4. SEE TRAFFIC SIGNAL PLANS FOR TRAFFIC POLES/BOXES

CONSTRUCTION INFORMATION

1. LOCATION OF EXISTING UTILITIES, STRUCTURES AND OBSTACLES

ARE APPROXIMATE IN PLAN AND PROFILE AND BASED ON BEST
AVAILABLE INFORMATION. EXACT LOCATION AND COMPLETENESS
ARE NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE TO

LOCATE ALL EXISTING UTILITIES TO SUCCESSFULLY COMPLETE
THIS PROJECT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

2. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT
(USA) AT (800) 227-2600 OR 811 A MINIMUM OF TWO WORKING DAYS

PRIOR TO ANY EXCAVATION OR PLANNED WORK OPERATIONS FOR
MARK OUTS OF EXISTING UNDERGROUND FACILITIES.

3. CONTRACTOR IS ADVISED OF THE PRESENCE OF SHALLOW STORM DRAINS THROUGHOUT THE PROJECT AREA. STORM DRAINS SHALL
BE PROTECTED IN PLACE DURING ALL CONTRACTOR WORK.

4. CONTRACTOR SHALL UNDERTAKE CCTV INSPECTION OF THE

EXISTING SANITARY SEWER MAIN AND CONFIRM THE LOCATION OF ALL LIVE SANITARY SEWER LATERALS PRIOR TO CONSTRUCTION.

5. NOT ALL EXISTING UTILITIES ARE SHOWN ON PROFILE. REFER TO

PLAN AND POTHOLE INFORMATION FOR APPROXIMATE LOCATION
AND DEPTH OF (E) UTILITIES.

6. DO NOT EXCEED 80% OF THE MAX ALLOWABLE DEFLECTION AT PUSH-ON AND MECHANICAL JOINTS. MAX DEFLECTION AT PUSH-ON JOINTS IS 0.80°; MAX DEFLECTION AT MECHANICAL JOINTS AND COUPLINGS IS 4° OR AS PER MANUFACTURER'S REQUIREMENTS.

7. CONCRETE THRUST BLOCKS SHALL BE INSTALLED AT ALL
LOCATIONS PER CITY STD 312. CONCRETE THRUST BLOCKS SHALL

BE INSTALLED IN ADDITION TO RESTRAINED PIPE WHERE LOCATED AT OR NEAR A PIPE LOWERING/PIPE RAISING LOCATION.

8. CONTRACTOR TO LOCATE EXISTING SANITARY SEWER LATERALS AND CLEANOUTS PRIOR TO HARDSCAPE REMOVAL. CONTRACTOR

TO REMOVE AND RESTORE EXISTING HARDSCAPE (SEE HATCH ON
PLANS). CONTRACTOR TO NOTIFY ENGINEER FOR ANY CONFLICTS WITH NEW SANITARY SEWER LATERAL PRIOR TO CONSTRUCTION.

CONFLICTS SHALL BE HANDLED ON-SITE DURING CONSTRUCTION.

Page 205 of 511 ends

ELEVATION ELEVATION
612
620
630
612
620
630
245+50 246+00 247+00 248+00 249+00 249+50
245+50 246+00 246+50 247+00 247+50 248+00 248+50 249+00 249+50 116 LF
(N) 12" W
27 LF OF 8" SS @ S=0.0050
(E) 12" SD
165 LF OF 12" SS @ S=0.0020 (E) 6" SS (VC)
(E) 8" SS (VC)
(E) 10" SS (VC) (E) SSMH #134 RIM EL = 624.45 10" IN (NW) INV=619.17 10" OUT (E) INV=619.19 (N) SSMH #132 RIM EL = 625.05 12" IN (S) INV=617.54 8" IN (N) INV=617.54 12" OUT (E) INV=617.44 (E) SSMH #133 RIM EL = 624.66 10" IN (S) INV=617.67 12" IN (W) INV=617.32 8" IN (NW) INV=617.51 8" IN (S) INV=617.67 10" OUT (SE) INV=619.20 8" OUT (E) INV=617.39 (E) SDCB #37 RIM EL = 625.48 (E) SSMH #129 RIM EL = 625.22 6" IN (S) INV=618.95 10" IN (W) INV=619.06 10" OUT (N) INV=618.96 (N) SSMH #131 RIM EL = 625.23 12" IN (W) INV=618.85 12" IN (S) INV=617.97 12" OUT (N) INV=617.87 (E) SSMH #130 RIM EL = 625.20 8" IN (W) INV=618.74 8" OUT (N) INV=618.82 (E) SDCB #43 RIM EL = 625.26 12" IN (W) INV=622.25 12" OUT (N) INV=622.29 (N) SDDI #44 RIM EL = 625.14 12" OUT (SW) INV=622.69 (E) SDCB #45 RIM EL = 625.25 12" OUT (S) INV=623.06 12" SD 7 LF @ S=0.1157 (E) SDMH #42 RIM EL = 625.21
12" SD 91 LF @ S=0.0050
(E) 12" W
(E) 12" SD
12" SD 34 LF @ S=0.0050
12" SD 40 LF
@ S=0.0050 (N) SDDI #36 RIM EL = 625.31 12" OUT (N) INV=623.63 (N) SDIN #39 RIM EL = 624.33 12" IN (S) INV=622.66 12" OUT (N) INV=622.66 (N) SDIN #38 RIM EL = 624.95 12" OUT (W) INV=623.28 (N) SDIN #40 RIM EL = 624.14 12" IN (S) INV=622.46 12" OUT (N) INV=622.46 12" SD 76 LF @ S=0.0050 (N) SDDI #41 RIM EL = 624.70 12" IN (S) INV=623.00 12" OUT (N) INV=623.00 (E) 8" SS (VC)
177 LF
(N) 12" W (N) SDMH #37A RIM EL = 625.48 12" IN (S) INV=623.25 12" IN (E) INV=623.25 8" IN (W) INV=623.29 12" OUT (N) INV=623.25 (N) SDMH #42A RIM EL = 623.80 12" IN (S) INV=622.63 12" IN (NE) INV=621.88 12" IN (N) INV=622.91 12" OUT (E) INV=622.45 (N) SDMH #43A RIM EL = 624.46 12" IN (W) INV=622.29 12" IN (S) INV=622.29 12" OUT (E) INV=622.29 22 LF
(N) 12" W
8 LF
(N) 12" W
SS1
SS1
SD2 SD4 SD7 SD4 SD5 SD1 6" MIN 6" MINSD4 SD7 SD1
SS7 SS7
FG @ "ST-CL" LINE
EG @ "ST-CL" LINE 3' MIN
SD1 SS5 SS5 SD6
S
S
S
S
D
D
D D
S
S
JT
JT
JT JT JT JT JT JT JT JT JT JT JT JT 56+00 55+00
"ST-CL" 246+66.03, 11.34' R
(E) SSMH #129
"ST-CL" 246+91.09, 33.51' R
(E) SDCB #43
"ST-CL" 247+05.55, 33.04' L
(E) SDCB #45
"ST-CL" 246+90.96, 33.82' L
(E) SDMH #42

JOINT TRENCH DESIGNED
BY OTHERS (TYP) SCOTT ST 10" SS8" SS
8" SS
10" SS
12" SS
"ST-CL" 248+36.93, 7.94' R
(N) SSMH #132
"ST-CL" 248+36.93, 27.66' R
(E) SSMH #133
"ST-CL" 248+29.51, 42.15' R
(E) SSMH #134
"ST-CL" 245+55.00, 29.00' L
(N) SDDI #36

N STATE ST NORTON ST
"ST-CL" LINE
W1 SS2
W2
SS2
W1
W3
W6
SS4
W4
W4
SS2
SS2
W14
W16
W16
W16
U4 U2 U4
U4
U3
U4
U1
U4
W14
W14
U4
U3
U3
U4 U3
U3
U4
U4
U4
U3
W16
W14
U3
U2
W14 12" SS 12" SD
12" SD 12" SD
246+00 247+00 248+00 249+00
12" SD
12" SD
"ST-CL" 246+30.82, 33.44' L
(E) SDCB #37
"ST-CL" 246+30.83, 26.76' L
(N) SDIN #38
"ST-CL" 246+71.85, 6.81' R
(E) SSMH #130
"ST-CL" 246+96.00, 29.00' L
(N) SDDI #44
"ST-CL" 246+17.21, 22.58' R
(N) SDIN #39
"ST-CL" 246+57.34, 22.58' R
(N) SDIN #40
SD3
SD3
12" SD
SD2 SS1 W12
SS7
SS7
SD4 SD6
SD4
SD2
"ST-CL" 246+30.82, 33.44' L
(N) SDMH #37A
"ST-CL" 246+55.86, 33.54' L
(N) SDDI #41
SD4
SD1
SD7
SD5
SS5
SS5
12" SD 12" SD
SS1
"ST-CL" 246+91.06, 22.58' R
(N) SDMH #43A
SD1
"ST-CL" 246+71.60, 11.23' R
(N) SSMH #131
"ST-CL" 246+90.96, 33.82' L
(N) SDMH #42A
SD7
SD1
SD7
U2
U2
REPLACE (E) 6" AC
PIPE WITH (N) 6" PVC
W18
W3
(QTY 3)
W17
W17
W16
W12 2023-02-22 5:06 PM JPARK2 N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-UTL-0101 THRU 0111.DWG SHEET
DRWN:

PROJ NO:
0 1" BAR IS ONE INCH ON ORIGINAL DRAWING

OF DESCRIPTION DATE MARK ISSUE
CHKD: REUSE OF DOCUMENTS 2235 Mercury Way, Suite 150 Santa Rosa, California 95407, USA T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com GHD Inc. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2023 GHD 11225278 CITY OF UKIAH DOWNTOWN STREETSCAPE AND ROAD DIET PROJECT - PHASE II 107 C87192 9/30/23 No. Exp.

SI GER
ET RED

PROFESSIONA L ENGI NEER
STAT E

OF CA L I FOR N AI

C I V I L
EJ R EMY M. S C HMA L

UTILITY PROFILE N STATE STREET
SCALE: HORIZ 1"=20', VERT 1"=4'
N
0 10' 20' 40' UTILITY PLAN N STATE STREET
SCALE: 1" = 20'
U-109
21 UTILITY PLAN & PROFILE N STATE ST STA. 245+50 - STA. 249+50 AJP JS STA 245+50 MATCH LINE SEE SHEET C-108
U-109
21 UTILITY PLAN & PROFILE N STATE ST STA. 245+50 - STA. 249+50 AJP JS

SHEET KEYNOTES

SHEET GENERAL NOTES
SD1. INSTALL (N) 48" STORM DRAIN MANHOLE
SD2. INSTALL (N) CALTRANS PRECAST DRAINAGE INLET TYPE G0 PLAN D773E
SD3. INSTALL (N) RCP STORM DRAIN PIPE, SEE SIZE ON PLANS SD4. INSTALL (N) 12" DOME GRATE PER DETAIL 5 & 6 ON SHEET U-505 SD5. INSTALL PRECAST 24X24 DI WITH CAST-IN-PLACE FRAME AND

TRAFFIC RATED GRATE
SD6. ADJUST (E) STORM DRAIN STRUCTURE TO FINISHED GRADE SD7. REMOVE (E) DRAINAGE INLET/CATCH BASIN AND/OR PIPE
SD8. ABANDON (E) DRAINAGE INLET/CATCH BASIN AND/OR PIPE W1. ABANDON (E) WATER MAIN. REMOVE WHERE IN CONFLICT WITH THE (N) WATER MAIN. FILL WITH CONTROLLED LOW STRENGTH

MATERIAL WHERE (E) WATER IS LOCATED UNDER BUILDINGS
AND ROADWAYS. REMOVE (E) VALVES
W2. INSTALL (N) 12" WATER MAIN
W3. INSTALL (N) GATE VALVE PER CITY STD 307
W4. INSTALL (N) 45° BEND
W5. REMOVE (E) 12" X 12" X 6" TEE
W6. CONNECT TO (E) AC PIPE WITH "WIDE RANGE" STYLE

COUPLING
W7. CAP (E) WATER MAIN
W8. REMOVE (E) WATER VALVE
W9. INSTALL (N) 12" X 12" X 8" TEE
W10. INSTALL (N) 6" X 6" X 12" TEE
W11 INSTALL (N) 12" X 12" X 12" TEE
W12. INSTALL (N) 12" X 12" X 6" TEE
W13. INSTALL BLIND FLANGE
W14. ADJUST (E) WATER VALVE TO FINISHED GRADE
W15. INSTALL (N) FIRE HYDRANT AND LATERAL PER DETAIL 1 ON SHEET U-503. MAINTAIN MINIMUM 3' CLEARANCE FROM (N)
HYDRANT TO OTHER ABOVE GRADE OBSTRUCTIONS.

W16. PROVIDE SINGLE WATER SERVICE LATERAL PER CITY STD 301 W17. LOCATE AND CONNECT TO (E) SERVICE 1' FROM PROPERTY

BOUNDARY
W18. REMOVE (E) FIRE HYDRANT AND VALVE
SS1. INSTALL (N) 48" SANITARY MANHOLE PER CITY STD 201
SS2. INSTALL (N) SDR 26 PVC SEWER MAIN, SEE SIZE ON PLANS SS3. INSTALL TEMPORARY (N) 48" SANITARY SEWER MANHOLE
SS4. CONNECT TO (E) SEWER MAIN WITH COUPLING.

CONTRACTOR TO LOCATE (E) SEWER IN FIELD AND MATCH (E)
GRADES
SS5. REMOVE (E) SANITARY SEWER MANHOLE AND/OR PIPE
SS6. PROVIDE (N) 4" PVC SANITARY SEWER LATERAL PER CITY STD 213. REMOVE OR ABANDON (E) LATERAL
SS7. ADJUST (E) SANITARY SEWER STRUCTURE TO FINISHED GRADE SS8. INSTALL (N) SS CLEANOUT PER DETAIL 2 ON SHEET U-502 SS9. LOCATE (E) SEWER LATERAL 1 FEET FROM PROPERTY
BOUNDARY PER SECTION 77 OF THE SPECIAL PROVISIONS
PRIOR TO INSTALLING WYE FOR (N) LATERAL.

SS10. INSTALL (N) END-LINE SSCO PER CITY STD 203
SS11. ABANDON (E) END-LINE SSCO
SS12. ABANDON (E) SANITARY SEWER MANHOLE AND/OR PIPE
U1. SEE STREET LIGHT PLANS FOR STREET LIGHT CONSTRUCTION

INFORMATION
U2. (E) OVERHEAD LINE AND POLES TO BE REMOVED. SEE JOINT

TRENCH PLANS FOR DETAILS
U3. ADJUST (E) UTILITY TO FINISHED GRADE
U4. SEE TRAFFIC SIGNAL PLANS FOR TRAFFIC POLES/BOXES

CONSTRUCTION INFORMATION

1. LOCATION OF EXISTING UTILITIES, STRUCTURES AND OBSTACLES

ARE APPROXIMATE IN PLAN AND PROFILE AND BASED ON BEST
AVAILABLE INFORMATION. EXACT LOCATION AND COMPLETENESS
ARE NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE TO

LOCATE ALL EXISTING UTILITIES TO SUCCESSFULLY COMPLETE
THIS PROJECT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

2. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT
(USA) AT (800) 227-2600 OR 811 A MINIMUM OF TWO WORKING DAYS

PRIOR TO ANY EXCAVATION OR PLANNED WORK OPERATIONS FOR
MARK OUTS OF EXISTING UNDERGROUND FACILITIES.

3. CONTRACTOR IS ADVISED OF THE PRESENCE OF SHALLOW STORM DRAINS THROUGHOUT THE PROJECT AREA. STORM DRAINS SHALL
BE PROTECTED IN PLACE DURING ALL CONTRACTOR WORK.

4. CONTRACTOR SHALL UNDERTAKE CCTV INSPECTION OF THE

EXISTING SANITARY SEWER MAIN AND CONFIRM THE LOCATION OF ALL LIVE SANITARY SEWER LATERALS PRIOR TO CONSTRUCTION.

5. NOT ALL EXISTING UTILITIES ARE SHOWN ON PROFILE. REFER TO

PLAN AND POTHOLE INFORMATION FOR APPROXIMATE LOCATION
AND DEPTH OF (E) UTILITIES.

6. DO NOT EXCEED 80% OF THE MAX ALLOWABLE DEFLECTION AT PUSH-ON AND MECHANICAL JOINTS. MAX DEFLECTION AT PUSH-ON JOINTS IS 0.80°; MAX DEFLECTION AT MECHANICAL JOINTS AND COUPLINGS IS 4° OR AS PER MANUFACTURER'S REQUIREMENTS.

7. CONCRETE THRUST BLOCKS SHALL BE INSTALLED AT ALL
LOCATIONS PER CITY STD 312. CONCRETE THRUST BLOCKS SHALL

BE INSTALLED IN ADDITION TO RESTRAINED PIPE WHERE LOCATED AT OR NEAR A PIPE LOWERING/PIPE RAISING LOCATION.

8. CONTRACTOR TO LOCATE EXISTING SANITARY SEWER LATERALS AND CLEANOUTS PRIOR TO HARDSCAPE REMOVAL. CONTRACTOR

TO REMOVE AND RESTORE EXISTING HARDSCAPE (SEE HATCH ON
PLANS). CONTRACTOR TO NOTIFY ENGINEER FOR ANY CONFLICTS WITH NEW SANITARY SEWER LATERAL PRIOR TO CONSTRUCTION.

CONFLICTS SHALL BE HANDLED ON-SITE DURING CONSTRUCTION.

STA 54+70 MATCH LINE SEE SHEET U-110

Page 206 of 511 ends

ELEVATION ELEVATION
600
610
620
600
610
620
99+50 100+00 101+00 102+00 103+00 104+00
99+50 100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 50 LF OF 18" SS @ S=0.0423 62 LF OF 18" SS @ S=0.0100
30 LF OF 18" SS
@ S=0.0050
(E) 18" SS (VC) TO BE ABANDONED IN FUTURE IMPROVEMENTS
(E) 18" SS (VC)

TO BE ABANDONED
IN FUTURE IMPROVEMENTS (N) SSCO #114 RIM EL = 612.99 18" IN (E) INV=606.29 (N) SSMH #115 RIM EL = 613.35 18" IN (W) INV=606.39 18" IN (SE) INV=606.29 18" OUT (E) INV=606.29 (N) SSMH #117 RIM EL = 613.03 12" IN (N) INV=603.67 18" IN (W) INV=603.75 18" OUT (NE) INV=603.50 (N) SSMH #118 RIM EL = 612.68 18" IN (SW) INV=603.35 10" IN (S) INV=604.50 18" OUT (E) INV=603.25 (N) SSCO #120 RIM EL = 611.60 18" IN (W) INV=602.63 (N) SSMH #121 RIM EL = 611.80 18" IN (W) INV=602.75 12" IN (S) INV=602.73 18" OUT (E) INV=602.75 (E) 18" SS (VC)

TO BE ABANDONED
(E) 10" SS (VC)

TO BE ABANDONED
(E) 18" SS

TO BE ABANDONED
(E) 12" SD
(E) 24" SD
(E) 21" SD (E) SSMH #116 RIM EL = 613.04 6" IN (S) INV=606.23 18" IN (W) INV=606.18 10" OUT (NE) INV=606.13 (E) SSMH #119 RIM EL = 612.20 10" IN (SW) INV=603.07 6" IN (S) INV=604.63 18" OUT (NW) INV=604.96 18" OUT (E) INV=603.07 58 LF (N) 12" W 10 LF (N) 12" W 12 LF (N) 12" W 164 LF (N) 12" W 10 LF OF 18" SS @ S=0.0423
SS10 SS3 SS5 SS1 SS1 SS5 SS10 SS3 3' MIN D D S S S
CO CO S S S S 14
100+00 101+00 102+00 103+00 103+50 "ST-CL" 100+77.62, 11.51' R (N) SSMH #115
"ST-CL" 208+04.94, 65.73' L
(N) SSCO #114
"ST-CL" 208+17.15, 6.98' L
(N) SSMH #117
"ST-CL" 208+36.64, 15.88' R
(N) SSMH #118
"ST-CL" 208+62.18, 73.75' R
(N) SSMH #121
"ST-CL" 208+49.13, 76.61' R
(N) SSCO #120 208+00 209+00
"ST-CL" 208+21.46, 46.68' L
(E) SSMH #116
"ST-CL" 208+55.44, 38.37' R
(E) SSMH #119
SS2
SS2
SS2
SS2
W2
W7
W7
W11 W3 12" SS
18" SS
18" SS
18" SS 10" SS
(TYP)

4.28° HORIZ. DEFLECTION
"ST-CL" 208+53.49, 4.55' L

4.99° HORIZ. DEFLECTION
"ST-CL" 208+54.42, 5.41' R
TIE (N) 12" W MAIN
INTO (E) 12" W MAIN
SS3
SS3
SS5
SS10
SS1
SS5
SS10 SS1

TEMPORARY SSMH AND SSCO TO

BE REMOVED AT TIME OF GOBBI

ST IMPROVEMENTS (BY OTHERS)

TEMPORARY SSMH AND SSCO TO

BE REMOVED AT TIME OF GOBBI

ST IMPROVEMENTS (BY OTHERS)
(N) FH
"ST-CL" 209+16.61

29.61' R 2023-02-22 5:16 PM JPARK2 N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-UTL-0101 THRU 0111.DWG SHEET
DRWN:

PROJ NO:0 1" BAR IS ONE INCH ON ORIGINAL DRAWING

OF DESCRIPTION DATE MARK ISSUE
CHKD: REUSE OF DOCUMENTS 2235 Mercury Way, Suite 150 Santa Rosa, California 95407, USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com GHD Inc. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2023 GHD 11225278 CITY OF UKIAH DOWNTOWN STREETSCAPE AND ROAD DIET PROJECT - PHASE II 107 C87192 9/30/23 No. Exp. SI GER ET RED PROFESSIONA L ENGI NEER STAT E OF CA L I FOR N AI C I V I L EJ R EMY M. S C HMA L

UTILITY PROFILE STATE STREET
SCALE: HORIZ 1"=20', VERT 1"=4'
U-110
22 UTILITY PLAN & PROFILE GOBBI ST STA. 100+00 TO STA. 103+50 AJP JS

SHEET KEYNOTES

SHEET GENERAL NOTES
SD1. INSTALL (N) 48" STORM DRAIN MANHOLE
SD2. INSTALL (N) CALTRANS PRECAST DRAINAGE INLET TYPE G0 PLAN D773E
SD3. INSTALL (N) RCP STORM DRAIN PIPE, SEE SIZE ON PLANS SD4. INSTALL (N) 12" DOME GRATE PER DETAIL 5 & 6 ON SHEET U-505 SD5. INSTALL PRECAST 24X24 DI WITH CAST-IN-PLACE FRAME AND

TRAFFIC RATED GRATE
SD6. ADJUST (E) STORM DRAIN STRUCTURE TO FINISHED GRADE SD7. REMOVE (E) DRAINAGE INLET/CATCH BASIN AND/OR PIPE
SD8. ABANDON (E) DRAINAGE INLET/CATCH BASIN AND/OR PIPE W1. ABANDON (E) WATER MAIN. REMOVE WHERE IN CONFLICT WITH THE (N) WATER MAIN. FILL WITH CONTROLLED LOW STRENGTH

MATERIAL WHERE (E) WATER IS LOCATED UNDER BUILDINGS
AND ROADWAYS. REMOVE (E) VALVES
W2. INSTALL (N) 12" WATER MAIN
W3. INSTALL (N) GATE VALVE PER CITY STD 307
W4. INSTALL (N) 45° BEND
W5. REMOVE (E) 12" X 12" X 6" TEE
W6. CONNECT TO (E) AC PIPE WITH "WIDE RANGE" STYLE

COUPLING
W7. CAP (E) WATER MAIN
W8. REMOVE (E) WATER VALVE
W9. INSTALL (N) 12" X 12" X 8" TEE
W10. INSTALL (N) 6" X 6" X 12" TEE
W11 INSTALL (N) 12" X 12" X 12" TEE
W12. INSTALL (N) 12" X 12" X 6" TEE
W13. INSTALL BLIND FLANGE
W14. ADJUST (E) WATER VALVE TO FINISHED GRADE
W15. INSTALL (N) FIRE HYDRANT AND LATERAL PER DETAIL 1 ON SHEET U-503. MAINTAIN MINIMUM 3' CLEARANCE FROM (N)
HYDRANT TO OTHER ABOVE GRADE OBSTRUCTIONS.

W16. PROVIDE SINGLE WATER SERVICE LATERAL PER CITY STD 301 W17. LOCATE AND CONNECT TO (E) SERVICE 1' FROM PROPERTY

BOUNDARY
W18. REMOVE (E) FIRE HYDRANT AND VALVE
SS1. INSTALL (N) 48" SANITARY MANHOLE PER CITY STD 201
SS2. INSTALL (N) SDR 26 PVC SEWER MAIN, SEE SIZE ON PLANS SS3. INSTALL TEMPORARY (N) 48" SANITARY SEWER MANHOLE
SS4. CONNECT TO (E) SEWER MAIN WITH COUPLING.

CONTRACTOR TO LOCATE (E) SEWER IN FIELD AND MATCH (E)
GRADES
SS5. REMOVE (E) SANITARY SEWER MANHOLE AND/OR PIPE
SS6. PROVIDE (N) 4" PVC SANITARY SEWER LATERAL PER CITY STD 213. REMOVE OR ABANDON (E) LATERAL
SS7. ADJUST (E) SANITARY SEWER STRUCTURE TO FINISHED GRADE SS8. INSTALL (N) SS CLEANOUT PER DETAIL 2 ON SHEET U-502 SS9. LOCATE (E) SEWER LATERAL 1 FEET FROM PROPERTY
BOUNDARY PER SECTION 77 OF THE SPECIAL PROVISIONS
PRIOR TO INSTALLING WYE FOR (N) LATERAL.

SS10. INSTALL (N) END-LINE SSCO PER CITY STD 203
SS11. ABANDON (E) END-LINE SSCO
SS12. ABANDON (E) SANITARY SEWER MANHOLE AND/OR PIPE
U1. SEE STREET LIGHT PLANS FOR STREET LIGHT CONSTRUCTION

INFORMATION
U2. (E) OVERHEAD LINE AND POLES TO BE REMOVED. SEE JOINT

TRENCH PLANS FOR DETAILS
U3. ADJUST (E) UTILITY TO FINISHED GRADE
U4. SEE TRAFFIC SIGNAL PLANS FOR TRAFFIC POLES/BOXES

CONSTRUCTION INFORMATION

1. LOCATION OF EXISTING UTILITIES, STRUCTURES AND OBSTACLES

ARE APPROXIMATE IN PLAN AND PROFILE AND BASED ON BEST
AVAILABLE INFORMATION. EXACT LOCATION AND COMPLETENESS
ARE NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE TO

LOCATE ALL EXISTING UTILITIES TO SUCCESSFULLY COMPLETE
THIS PROJECT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

2. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT
(USA) AT (800) 227-2600 OR 811 A MINIMUM OF TWO WORKING DAYS

PRIOR TO ANY EXCAVATION OR PLANNED WORK OPERATIONS FOR
MARK OUTS OF EXISTING UNDERGROUND FACILITIES.

3. CONTRACTOR IS ADVISED OF THE PRESENCE OF SHALLOW STORM DRAINS THROUGHOUT THE PROJECT AREA. STORM DRAINS SHALL
BE PROTECTED IN PLACE DURING ALL CONTRACTOR WORK.

4. CONTRACTOR SHALL UNDERTAKE CCTV INSPECTION OF THE

EXISTING SANITARY SEWER MAIN AND CONFIRM THE LOCATION OF ALL LIVE SANITARY SEWER LATERALS PRIOR TO CONSTRUCTION.

5. NOT ALL EXISTING UTILITIES ARE SHOWN ON PROFILE. REFER TO

PLAN AND POTHOLE INFORMATION FOR APPROXIMATE LOCATION
AND DEPTH OF (E) UTILITIES.

6. DO NOT EXCEED 80% OF THE MAX ALLOWABLE DEFLECTION AT PUSH-ON AND MECHANICAL JOINTS. MAX DEFLECTION AT PUSH-ON JOINTS IS 0.80°; MAX DEFLECTION AT MECHANICAL JOINTS AND COUPLINGS IS 4° OR AS PER MANUFACTURER'S REQUIREMENTS.

7. CONCRETE THRUST BLOCKS SHALL BE INSTALLED AT ALL
LOCATIONS PER CITY STD 312. CONCRETE THRUST BLOCKS SHALL

BE INSTALLED IN ADDITION TO RESTRAINED PIPE WHERE LOCATED AT OR NEAR A PIPE LOWERING/PIPE RAISING LOCATION.

8. CONTRACTOR TO LOCATE EXISTING SANITARY SEWER LATERALS AND CLEANOUTS PRIOR TO HARDSCAPE REMOVAL. CONTRACTOR

TO REMOVE AND RESTORE EXISTING HARDSCAPE (SEE HATCH ON
PLANS). CONTRACTOR TO NOTIFY ENGINEER FOR ANY CONFLICTS WITH NEW SANITARY SEWER LATERAL PRIOR TO CONSTRUCTION.

CONFLICTS SHALL BE HANDLED ON-SITE DURING CONSTRUCTION. N 0 10' 20' 40'

UTILITY PLAN GOBBI STREET
SCALE: 1" = 20'

E GOBBI ST

W GOBBI ST
"ST-CL" LINE S STATE ST

Page 207 of 511 ends
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