Ukiah City Council
March 1, 2023

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://zoom.us/j/97199426600 Or you can call in using your telephone only:
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US: +16699009128,,97199426600# or +12532158782,,97199426600# Alternatively, you may view the meeting (without participating) by clicking on the name of the meeting at www.cityofukiah.com/meetings.

March 1, 2023 - 6:00 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. 2023 Women's History Month Proclamation

2. Flyer

5. PETITIONS AND COMMUNICATIONS

6. APPROVAL OF MINUTES

6.a. Approval of the Minutes for the February 15, 2023, Special Meeting.

Recommended Action: Approve the minutes for the February 15, 2023, special meeting.

Attachments:

1. 2023-02-15 Draft Minutes - Special Meeting

6.b. Approval of the Minutes for the February 15, 2023, Regular Meeting.

Recommended Action: Approve the minutes for the February 15, 2023, regular meeting.

Attachments:

1. 2023-02-15 Draft Minutes - Regular Meeting

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. Delegate City Manager Authority to Negotiate and Execute Addendum No. 1 to the License Agreement with Pacific Gas and Electric for the Public Safety Power Shutoff Resource Center to be Located at the Ukiah Valley Conference Center to Support Other Emergency Events.

Recommended Action: Delegate City Manager Authority to Negotiate and Execute Addendum No. 1 to the License Agreement with Pacific Gas and Electric for the Public Safety Power Shutoff Resource Center to be Located at the Ukiah Valley Conference Center to Support Other Emergency Events.

Attachments:

1. UVCC PGE PSPS License Agreement 2223-109

2. UVCC PGE PSPS Addendum 1

8.b. Consideration and Approval to Reclassify One Part-Time, 32-hour Administrative Assistant Position in the Police Department into a Full-Time Position.

Recommended Action: Council to consider and possibly approve the reclassification of one parttime, 32-hour Administrative Assistant position in the Police Department into a full-time position.

Attachments: None

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 (6:15 PM)

12.a. Possible Introduction by Title Only of Ordinance Adopting and Approving Ukiah Police Department Policy 708, Military Equipment Use Policy, in Compliance with California Assembly Bill No. 481.

Recommended Action: Introduce by title only an Ordinance adopting and approving Ukiah Police Department Policy 708, Military Equipment Use Policy, in compliance with California Assembly Bill No. 481

Attachments:

1. MEU Policy Ordinance

13. UNFINISHED BUSINESS

13.a. Update on FEMA’s Effort To Adjust the Flood Maps that Affect the City of Ukiah Property Owners and Provide/Authorize Any Other Direction as Might be Deemed Necessary.

Recommended Action: Receive Report and provide/authorized additional direction if necessary.

Attachments: None

13.b. Status Update Regarding Phase 4 of the Ukiah Segment of the Great Redwood Trail.

Recommended Action: Receive update.

Attachments: None

14. NEW BUSINESS

14.a. Adoption of Resolution Authorizing Submittal of an Application to the California Department of Housing and Community Development for Funding under the Prohousing Incentive Pilot Program; and if Selected, the Execution of a Standard Agreement, Any Amendments Thereto, and Any Related Documents Necessary to Participate in the Prohousing Incentive Pilot Program, as well as Authorization of the Corresponding Budget Amendments.

Recommended Action: Adopt resolution authorizing submittal of an application from the City of Ukiah to HCD for $455,000 in funding under the Prohousing Incentive Pilot Program; and if the City is selected for award, authorize the City Manager to execute the standard agreement, any amendments thereto, and any related documents necessary; and authorize any corresponding budget amendments.

Attachments:

1. PIP Guidelines and NOFA

2. City of Ukiah PIP Resolution

14.b. Approve Plans and Specifications for the Downtown Streetscape and Road Diet Phase 2 Specification 21-01 and Authorize Staff to Issue Bids.

Recommended Action: Approve Plans and Specifications for the Downtown Streetscape and Road Diet Phase 2 and Authorize Staff to Issue Bids for Specification Number 21-01.

Attachments:

1. Ukiah Streetscape Ph II_100% Plans_2023 02-22

2. Ukiah Streetscape Ph II_100% Special Provisions 2023 02-22

3. Ukiah Phase II Eng Est - 100

4. Proj. Area

5. Street Layout

6. Median Example

14.c. Adoption of Resolution and Approval of Letter Opposing Initiative No. 21-0042A1.

Recommended Action: Adopt Resolution and approve letter opposing initiative No. 21-0042A1.

Attachments:

1. CC Reso 2022-13 - Opposing Initiative 21-0042A1

2. California Business Round Table (CBRT) Board Members

3. League of CA Cities Summary

4. Fiscal Analysis

5. Proposed Resolution

6. Draft Opposition Letter

14.d. Introduction and Overview of the Five-Year Capital Improvement Plan.

Recommended Action: Receive a presentation, and provide Staff with further comments and direction.

Attachments:

1. CIP -5 year-FYE 2023 - Final - Rev2023-02-24

14.e. Review and Update, if Warranted, the Ukiah City Council Strategic Plan.

Recommended Action: Review the Ukiah City Council Strategic Plan and provide direction as may be warranted to update the document.

Attachments:

1. City Council Strategic Plan 2023 DRAFT

14.f. 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. City Council Special Assignments

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)(2))
Significant exposure to litigation pursuant to paragraph (2) of subdivision (d) of Section 54956.9: (1 case)

15.b. Conference with Legal Counsel – Anticipated Litigation (Government Code Section 54956.9(d)(2) or (3))
Significant exposure to litigation pursuant to paragraph (2) or (3) of subdivision (d) of Section 54956.9: (1 case))

15.c. Conference with Legal Counsel – Existing Litigation (Government Code Section 54956.9(d)(1)
Name of case: Roofing & Solar Construction, Inc. v. City of Ukiah et al., Mendocino County Superior Court Case No. 22CV00048

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

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

15.f. Conference with Real Property Negotiators
(Cal. Gov’t Code Section 54956.8)
Property: APN Nos: 003-260-01, 003-500-14
Negotiator: Sage Sangiacomo, City Manager;
Negotiating Parties: Eric Crane and Francine Selim
Under Negotiation: Price & Terms of Payment

15.g. Public Employee Performance Evaluation
(Government Code Section 54956
Title: City Manager

15.h. Conference with Labor Negotiator (54957.6)
Agency Representative: Sage Sangiacomo, City Manager
Employee Organizations: All Bargaining Units

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.

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
Dated: 2/24/23

Agenda Item No: 4.a.

MEETING DATE/TIME: 3/1/2023
ITEM NO: 2023-2409

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

DEPARTMENT: City Manager /
Admin PREPARED BY: Kristine Lawler, City Clerk
PRESENTER: Mari Rodin, City Council, Mayor
ATTACHMENTS:

1. 2023 Women's History Month Proclamation

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

Background: The City celebrates and honors women and their contribution 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, until 2020, it has been held in the City of Ukiah, with the celebration this year marking its 38th anniversary.

Discussion: At the March 1, 2023, 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, AAUW-Ukiah, Ukiah Saturday Afternoon Club, and the Cloud Forest Institute will cosponsor the 39th Annual Women's History Gala Celebration scheduled to take place at the Saturday Afternoon Clubhouse on March 5, 2023, at 12:00 p.m (Attachment 2).

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: N/A

ROCLAMATION CITY OF UKIAH
RECOGNIZING MARCH: WOMEN’S HISTORY MONTH
39TH ANNUAL WOMEN’S HISTORY GALA CELEBRATION
WHEREAS, in March 1983 the first Women’s History Gala Celebration in Mendocino County was held in the Anderson Valley High School. Thereafter, each year it has been held in the City of Ukiah, the seat of Mendocino County, with the March 5th Celebration marking its 39th anniversary; and
WHEREAS, the Mendocino Women’s Political Coalition (MWPC) presents the Women’s History Gala Celebration with AAUW-Ukiah, Ukiah Saturday Afternoon Club, and the Cloud Forest Institute; 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 their 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 2023 celebration of Women’s History, and 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 5, 2023, the public is invited to attend the 39th Annual Women’s History Gala Celebration at 12:00 p.m., at the Saturday Afternoon Clubhouse.

Women to be honored who embody this year’s theme, “Celebrating the Women Who Write Our Stories” are Ellen Weed, Dot Brovarney, Sarah Reith, Corine Pearce, and Buffie Schmidt.

THEREFORE BE IT RESOLVED that I, Mari Rodin, Mayor and my fellow Ukiah City Councilmembers: Juan Orozco, Susan Sher, Doug Crane, and Josefina Duenas do hereby join other communities in the nation in proclaiming the month of March to be Women’s History Month and to recognize and celebrate March 5, 2023 as the:
39th Anniversary of the Women’s History Gala Celebration Signed and sealed, this 1st day of March
in the year Two Thousand and Twenty-Three.
____________________________
Mari Rodin
City Council, Mayor
ATTACHMENT 1

ATTACHMENT 2

AGENDA ITEM 6a

CITY OF UKIAH

CITY COUNCIL MINUTES
Special Meeting

CIVIC CENTER COUNCIL CHAMBERS
300 Seminary Avenue, Ukiah, CA 95482
Virtual Meeting Link: https://zoom.us/j/97199426600
Ukiah, CA 95482
February 15, 2023
4:00 p.m.

1. ROLL CALL AND PLEDGE OF ALLEGIANCE
Ukiah City Council met at a Special Meeting on January 18, 2023, having been legally noticed on January 13, 2022. The meeting was held in person and virtually at the following link:
https://zoom.us/j/97199426600. Mayor Rodin called the meeting to order at 4:03 p.m. Roll was taken with the following Councilmembers Present: Juan V. Orozco, Susan Sher, Douglas, F. Crane, Josefina Dueňas, and Mari Rodin. Staff Present: Sage Sangiacomo, City Manager; David Rapport, City Attorney (arriving at 4:16 p.m.) and Kristine Lawler, City Clerk.

MAYOR RODIN PRESIDING.

The Pledge of Allegiance was led by Mayor Rodin.

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

3. UNFINISHED BUSINESS

4. NEW BUSINESS
a. Presentation of City's Audited Annual Comprehensive Financial Report (ACFR) and Audit Reports for the Year Ended June 30, 2022.

Presenter: Dan Buffalo, Finance Director.

The ACFR was received.
b. Receive and File Second Quarter Financial Report.

Presenter: Dan Buffalo, Finance Director.

The report was received.
c. Review and Update, if Warranted, the Ukiah City Council Strategic Plan.

This item was continued to the next 4:00 p.m. special meeting.

5. ADJOURNMENT
There being no further business, the meeting adjourned at 5:41 p.m. ________________________________
Kristine Lawler, City Clerk

AGENDA ITEM 6b

CITY OF UKIAH

CITY COUNCIL MINUTES
Regular Meeting

CIVIC CENTER COUNCIL CHAMBERS
300 Seminary Avenue, Ukiah, CA 95482
Virtual Meeting Link: https://zoom.us/j/97199426600
Ukiah, CA 95482
February 15, 2023
6:00 p.m.

1. ROLL CALL
Ukiah City Council met at a Regular Meeting on February 15, 2023, having been legally noticed on February 10, 2023. The meeting was held in person and virtually at the following link:
https://zoom.us/j/97199426600. Mayor Rodin called the meeting to order at 6:03 p.m. Roll was taken with the following Councilmembers Present: Juan V. Orozco, Susan Sher, Douglas, F. Crane, Josefina Dueňas, and Mari Rodin. Staff Present: Sage Sangiacomo, City Manager; David Rapport, City Attorney; and Kristine Lawler, City Clerk.

MAYOR RODIN PRESIDING.

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

3. AB 2449 NOTIFICATIONS AND CONSIDERATIONS
Clerk stated that there were no notifications.

4. PROCLAMATIONS/INTRODUCTIONS/PRESENTATIONS
a. Proclamation Recognizing the Month of February as Teen Dating Violence Awareness and Prevention Month in the City of Ukiah.

Presenters: Mayor Rodin and Vice Mayor Duenas
Public Comment: Pinky Kushner.

Proclamation was received by Jamie Pitman, Project Sanctuary. b. Presentation by Mendocino County Staff Regarding the County Museum Strategic Plan.

Presenter: Karen Mattson, Mendocino County Museum Administrator.

Presentation was received.
c. Presentation from Greater Ukiah Business and Tourism Alliance Regarding Activities and Events.

Presenters: Shannon Riley, Deputy City Manager and Katrina Kessen, Greater Ukiah Business and Tourism Alliance Executive Director.

Presentation was received.

5. PETITIONS AND COMMUNICATIONS

City Council Minutes for February 15, 2023, Continued:

6. APPROVAL OF MINUTES
a. Approval of the Minutes for the February 1, 2023, Regular Meeting.

Motion/Second: Orozco/Sher to approve Minutes of February 1, 2023, a regular meeting, as submitted. Motion carried by the following roll call votes: AYES: Orozco, Sher, Crane, Dueňas, and Rodin. NOES: None. ABSENT: None. ABSTAIN: None.

7. RIGHT TO APPEAL DECISION

8. CONSENT CALENDAR
a. Report of Disbursements for the Month of January 2023 - Finance. b. Adoption of Resolution (2023-10) Appointing William Hawkes and Tom Liden to the Design Review Board – City Clerk.
c. Approve Change Order #1 (COU No. 2122-225-CO1) to Ghilotti Construction Company in the Amount of $185,898.65 for Additional Drain Inlets, Curb and Gutter Work, and Striping for Pedestrian/Bicycle Lanes for the Dora Street Utility Improvement Project Spec 19-01 – Public Works. d. Award of Purchase Order (PO No. 48259) for Smith & Loveless Pin Rack Assembly to Smith & Loveless Inc., in the Amount of $60,500.00 (plus tax and shipping) for New Bar Screen Assembly for Use at the Wastewater Treatment Plant – Water Resources. e. Approval of Contract Amendment (COU No. 2122-077-A1) in the Amount of $71,326.00 with Larry Walker and Associates for Technical Permitting Assistance Related to the City’s National Pollutant Discharge Elimination System (NPDES) Permit and Recycled Water Permit – Water Resources.

Motion/Second: Crane/Sher to approve Consent Calendar Items 7a-7e, as submitted. Motion carried by the following roll call votes: AYES: Orozco, Sher, Crane, Dueňas, and Rodin. NOES:

None. ABSENT: None. ABSTAIN: None.

9. AUDIENCE COMMENTS ON NON-AGENDA ITEMS
Councilmember and Public Comment: Councilmember Sher – Consent Calendar, Great Redwood Trail; Pinky Kushner – Consent Calendar, Great Redwood Trail; Linda Sanders – Great Redwood Trail; Susan Knopf – Great Redwood Trail.

Mayor Directive to Staff to agendize a discussion regarding the Great Redwood Trail.

10. COUNCIL REPORTS
Presenters: Councilmember Sher and Mayor Rodin.

11. CITY MANAGER/CITY CLERK REPORTS
Presenters:

 League of California Cities City Manager Conference / Business Round Table Initiative for November Ballot – Sage Sangiacomo, City Manager.  FEMA Flood Map Update – Tim Eriksen, Public Works Director/City Engineer.

Public Comment: Susan Knopf.

12. PUBLIC HEARINGS (6:15 PM)

City Council Minutes for February 15, 2023, Continued:

13. UNFINISHED BUSINESS

14. NEW BUSINESS
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).

Councilmember and Staff Comments: Councilmember Sher, Mayor Rodin, and City Manager Sangiacomo.

Council adjourned to Closed Session at 7:45 p.m.

15. CLOSED SESSION
a. Conference with Legal Counsel – Anticipated Litigation (Government Code Section 54956.9(d)(2))
Significant exposure to litigation pursuant to paragraph (2) of subdivision (d) of Section 54956.9: (1 case)
b. Conference with Legal Counsel – Anticipated Litigation (Government Code Section 54956.9(d)(2) or (3))
Significant exposure to litigation pursuant to paragraph (2) or (3) of subdivision (d) of Section 54956.9: (1 case)

c. Conference with Legal Counsel – Existing Litigation
(Government Code Section 54956.9(d)(1)
Name of case: Roofing & Solar Construction, Inc. v. City of Ukiah et al., Mendocino County Superior Court Case No. 22CV00048
d. Conference with Legal Counsel – Existing Litigation
(Government Code Section 54956.9(d)(1))
Name of case: Vichy Springs Resort v. City of Ukiah, Et Al; Case No. SCUK-CVPT-2018- 70200
e. Conference with Legal Counsel – Existing Litigation
(Government Code Section 54956.9(d)(1))
Name of case: Russian River Keepers et al. v. City of Ukiah, Case No. SCUK-CVPT-20-74612 f. Conference with Real Property Negotiators
(Cal. Gov’t Code Section 54956.8)
Property: APN Nos: 003-260-01, 003-500-14
Negotiator: Sage Sangiacomo, City Manager;
Negotiating Parties: Eric Crane and Francine Selim
Under Negotiation: Price & Terms of Payment
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 9:00 p.m. ________________________________
Kristine Lawler, City Clerk

Agenda Item No: 8.a.

MEETING DATE/TIME: 3/1/2023
ITEM NO: 2023-2380

AGENDA SUMMARY REPORT
SUBJECT: Delegate City Manager Authority to Negotiate and Execute Addendum No. 1 to the License Agreement with Pacific Gas and Electric for the Public Safety Power Shutoff Resource Center to be Located at the Ukiah Valley Conference Center to Support Other Emergency Events.

DEPARTMENT: City Manager /
Admin PREPARED BY: Maya Simerson, Project & Grant Administrator PRESENTER: Maya Simerson, Project and Grant Administrator.

ATTACHMENTS:

1. UVCC PGE PSPS License Agreement 2223-109

2. UVCC PGE PSPS Addendum 1
Summary: The City Council will consider delegating the City Manager authority to negotiate and execute an addendum to the license agreement with Pacific Gas and Electric for a Public Safety Power Shutoff Resource Center to be located at the Ukiah Valley Conference Center to support other emergency events.

Background: In September of 2022, the City entered into an agreement with Pacific Gas and Electric (PG&E) to provide a public safety resource center at the Ukiah Valley Conference Center (UVCC). This agreement can be referenced in Attachment 1. Examples of Public Safety Power Shutoffs (PSPS) Events include, but are not limited to, red flag warnings issued by the United States National Weather Service, low humidity levels, high winds, and dry vegetation. Even when planned, power outages can cause significant risk to the health and safety of the community. It is for this reason that providing the community with a reliable customer resource center at the UVCC is beneficial to the health and safety of our entire community. Additionally, the City obtained a Community Development Block Grant to purchase a generator to be housed at the UVCC. The recently installed generator automatically turns on whenever power is cut, providing electric service to the UVCC.

Discussion: For the purposes of this addendum to the License Agreement, an "Emergency Event" means an event, natural or human-caused, that requires an emergency response to protect life or property and is not a PG&E designated Public Safety Power Shutoff event. Examples of Emergency Events include but are not limited to a significant earthquake, wildland fire, major heat event or winter storm requiring a warming or cooling center, wind event of over forty (40) miles per hour, major gas leak or gas-related fire, cyber incident that slows system response times, or other events of this scale. PG&E may respond to any Emergency Event designated by the Mendocino County Office of Emergency Services that may affect Ukiah or its surrounding area. PG&E shall only respond to Emergency Events designated by the Mendocino County Office of Emergency Services.

For an Emergency Event, PG&E shall be subject to the same PSPS Event terms and conditions set forth in the License. However, if notice is given by PG&E of an Emergency Event and the LICENSOR cancels events to accommodate the use of the facility PG&E will be responsible to reimburse the LICENSOR for any lost revenue up to and/or equivalent to a Use Day regardless of their use.

City Staff recommends that the City Council authorize the City Manager to negotiate and execute Addendum No. 1 to the License Agreement with PGE at the UVCC (Attachment 2).

Recommended Action: Delegate City Manager Authority to Negotiate and Execute Addendum No. 1 to the License Agreement with Pacific Gas and Electric for the Public Safety Power Shutoff Resource Center to be Located at the Ukiah Valley Conference Center to Support Other Emergency Events.

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

COORDINATED WITH: Jake Burgess, Community Services Supervisor and David Rapport, City Attorney's Office
DIVERSITY-EQUITY INITIATIVES (DEI): N/A
CLIMATE INITIATIVES (CI): N/A

COU Contract # 2223-109
1 of 7

LICENSE AGREEMENT

PUBLIC SAFETY POWER SHUTOFF)
This License Agreement (" License Agreement") is made and entered into this 15th day of September, 2022 (the "Effective Date") by CITY OF UKIAH, a California general law municipal corporation, hereinafter called "LICENSOR," and PACIFIC GAS AND ELECTRIC COMPANY, a California corporation, hereinafter called " PG& E." PG&E and LICENSOR are sometimes hereinafter each singularly referred to as “ PARTY” and collectively as “PARTIES”.

R E C I T A L S:

A. LICENSOR owns the certain real property commonly known as Ukiah Valley Conference Center, located at 200 S School Street, Assessor's Parcel Number 002-261-09-00, hereinafter called the "Property," located in the City of Ukiah, County of Mendocino, State of California. The Property includes a parking lot ("Parking Lot") containing approximately 10+ parking spaces.

B. PG&E desires to partner with LICENSOR in connection with a Public Safety Power Shutoff Event (" PSPS Event"). For purposes of this License Agreement, a "PSPS Event" means the existence of one or more environmental conditions creating extreme fire danger that results in the shutoff of power for public safety. Examples of PSPS Events include but are not limited to red flag warnings issued by the United States National Weather Service, low humidity levels, high winds, and dry vegetation.

C. The PARTIES desire to memorialize this mutual understanding and agreement for making the Property available to PG&E in connection with a PSPS Event .

NOW, THEREFORE, for good and valuable consideration, LICENSOR and PG&E agree as follows:

1. Grant of License. Subject to the terms and conditions set forth in this License Agreement, LICENSOR grants PG& E, and its employees, contractors, agents, and representatives (" PG& E' s Representatives") and PG& E's customers the license to use the License Area described in EXHIBIT A attached hereto ( the " License Area") and certain interior areas of the Property in connection with a PSPS Event, together with rights of ingress and egress to and from the License Area, and the right to use certain exterior areas of the Property as set forth below. All of the activities of PG& E and PG& E's Representatives and its Customers or any other persons who are present in the License Area or Staging Area to utilize said areas as a customer resource center during Use Days pursuant to this License Agreement are referred to herein as " PG& E' s Activities." The License Area may be revised to use alternative rooms . within the Ukiah Valley Conference Center Building upon the mutual written agreement of PG& E and Licensor’ s City Manager. Upon request of the City Manager PG& E shall promptly consider in good faith proposed revisions on a tempo rary or permanent basis considering the City’ s requirements and PG& E’ s space needs.

2. Use of License Area and Interior Common Areas of the Property. During Use Days ( as defined in Section 5 below), PG& E and PG& E's Representatives and customers shall have the exclusive right to use the License Area as a customer resource center. Services to be ATTACHMENT 1

COU Contract # 2223-109
2 of 7
provided in the License Area may include, among other things, providing PG&E customers with water and snacks and the ability to charge phones and get up -to-date information on outages.

PG&E and PG&E's Representatives shall have the right to set up tables and chairs in the License Area. In addition to the exclusive use of the License Area, PG&E and PG& E's Representatives and customers shall have the nonexclusive right, during Use Days, to use lobbies, hallways, stairways, elevators (if operational), restrooms, and other interior common areas of the Property.

PG& E and PG& E's Representatives shall also have the right to install temporary directional signage in the common areas of the Property.

3. Staging Area; Parking.
a) Staging Area. During Use Days, PG&E and PG& E's Representatives shall have the exclusive right to use the exterior area of the Property shown on EXHIBIT A (the Staging Area") to support the operation of an indoor customer resource center in the case of a PSPS Event. PG& E and PG& E's Representatives shall have the right to set up tents, install trailers, portable toilets, fencing, and temporary signage, park mobile vehicle units and other vehicles, and deliver and stage equipment, supplies and materials in the Staging Area. b) Parking. PG& E and PG& E's Representatives and customers shall have the non-exclusive right to park vehicles in portions of the Parking Lot shown on EXHIBIT A during Use Days.
c) Personnel. During Use Days PG& E shall have the exclusive right to use the License Area, up to twenty-four (24) hours per day. Hours for use to PG& E customers shall be from 8:00 am to 10:00 pm. On Use Days, the License Area shall be fully staffed by PG& E and its representatives, at PG& E’s sole cost and expense. PG& E shall provide uniformed unarmed security at its cost and expense to ensure the protection of its equipment, the safety of the public and to prevent any damage to the Property.

4. Generator and Transfer Switch. Subject to the terms and conditions of this Section 4, LICENSOR grants PG& E and PG& E's Representatives a license to install an Automatic Transfer Switch (“ Transfer Switch”) at the Property. LICENSOR hereby grants PG& E the right to use the existing generator owned by LICENSOR ( the “ Licensor Owned Generator”) located at the Property in the location depicted on EXHIBIT A (generator location) during Use Days. Except to the extent caused by the negligence or willful misconduct of PG& E or PG& E's Representatives, LICENSOR releases PG& E and PG& E’ s Representatives from, and LICENSOR agrees to indemnify, defend, and hold PG& E and PG& E Representatives harmless from and against, any and all Claims ( as defined in Section 12 below) relating directly or indirectly to the Licensor Owned Generator and Transfer Switch, including, but not limited to, any failure or malfunction thereof. Except during a PSPS Event, LICENSOR shall operate the Licensor- Owned Generator and Transfer Switch, and LICENSOR shall at all times remain responsible for maintaining and repairing the Licensor - Owned Generator and Transfer Switch in compliance with all applicable laws, including, but not limited to, maintaining any necessary permits. LICENSOR agrees that PG& E may operate the Licensor Owned Generator during a PSPS Event utilizing the Property, without payment of any additional fees or charges by PG& E.

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5. Term. This License Agreement shall be for a term of ten (10) years, commencing on September 15, 2022 (the "Commencement Date"), and expiring on September 15, 2032 (the for "Termination Date"). Notwithstanding the term of this License Agreement, PG& E anticipates that it will use the License Area and the Staging Area on an occasional basis, if at all, for periods of approximately two (2) to ten (10) days at a time. The days (including any partial days) during which any of PG& E's Activities are occurring in or on the License Area or the Staging Area are referred to herein as " Use Days." During Use Days, PG&E shall have the exclusive right to use the License Area and the Staging Area twenty-four (24) hours per day.

6. Termination. Licensor has the right to terminate this License Agreement should PG& E fail to perform any of the covenants, conditions, or provisions of this License Agreement, where this failure continues for a period of thirty (30) days after written notice from LICENSOR to PG&E. However, if the nature of PG&E’ s failure reasonably requires more than thirty (30) days for cure, PG&E shall not be deemed to be in default if PG& E commences to cure within the thirty (30) day period and thereafter diligently continues this cure to completion.

7. License Fee. PG&E shall pay a license fee (" License Fee") in the amount of the City Council approved rental rates at the facility in effect on the dates when Use Days occur.

The rates in effect on the Commencement Date are set forth in the attached Exhibit B. Licensor shall send bills to PG&E by the tenth day of the month following the month in which license fees are incurred. Payments are due and will be considered delinquent, if not received by Licensor within thirty (30) days of the date on the bill. Licensor will provide written notice to PG&E when the rates are changed. License fees shall be made payable to City of Ukiah at the following address: 300 Seminary Ave., Ukiah, CA 95482. LICENSOR shall remit a W-9 to PG&E prior to issuance of the first bill for license fees.

8. Generator Fuel Cost. The LICENSOR shall maintain the generator fuel level and refill as needed. Fueling cost will be billed to PG&E at the amount the LICENSOR pays for the fuel. Invoices will be sent to PG& E for reimbursement of fuel costs with payment due within thirty ( 30) days of the date of the bill.

9. Priority Scheduling. PG& E shall give LICENSOR at least eight ( 8) hours' prior notice ( the " PSPS Notice") of the dates and times that PG& E desires to access and use the Property in connection with a PSPS Event. Within four ( 4) hours after receipt of a PSPS Notice, LICENSOR shall confirm receipt of the PSPS Notice. PG& E's use of the Property in connection with a PSPS Event shall take priority over other uses and events. If another use or event is scheduled at the Property that would conflict with PG& E's use of the Property during the dates and times specified in the PSPS Notice, LICENSOR shall cancel such event and indemnify and defend PG& E from any and all Claims related to such cancellation. LICENSOR acknowledges that PG& E may give LICENSOR multiple PSPS Notices during any calendar year.

10. Use of License Area and Staging Area.
a) As Is. PG& E accepts the License Area and the Staging Area " AS- IS," WHERE- IS" and " WITH ALL- FAULTS," subject to all applicable zoning, municipal, county and state laws, ordinances, and regulations governing and regulating the use of the License Area and the Staging Area. PG& E may request LICENSOR to perform alterations, repairs, or

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improvements to the License Area and the Staging Area, but PG&E understands and agrees that LICENSOR shall not be obligated to make any such alterations, repairs or improvements at any time. Except in the event of an emergency, PG&E shall not make any alterations, repairs or improvements to the Property without the prior written consent of LICENSOR ’s City Manager which consent shall not be unreasonably withheld, conditioned or delayed in Licensor's sole discretion.
b) Use. PG&E shall exercise reasonable care in the conduct of PG&E's Activities in the License Area and the Staging Area. Without limiting the generality of the preceding sentence, PG&E shall maintain the License Area and the Staging Area in reasonably neat and orderly condition during Use Days; provided, however, that LICENSOR, as part of the License Fee and without additional compensation, shall provide all necessary janitorial services to the License Area and common areas during Use Days, including, but not limited to, removing trash and stocking restrooms with supplies. PG&E shall not use the License Area or the Staging Area or permit anything to be done in or about the License Area or the Staging Area during Use Days that will in any way conflict with any law, statute, zoning restriction, ordinance or governmental rule or regulation or requirement relating to the use or occupancy of the License Area or the Staging Area. During Use Days, PG& E shall not allow the License Area or the Staging Area to be used for any unlawful or objectionable purpose, nor shall PG& E cause, maintain or permit any nuisance in, on or about the License Area or the Staging Area. c) Mechanic's Liens. PG&E shall keep the Property free and clear of all mechanic's liens arising, or alleged to arise, in connection with any work performed, labor or materials supplied or delivered, or similar activities performed by PG& E or at PG&E 's request or for PG& E's benefit. If any mechanic's liens are placed on the Property in connection with PG&E's use or PG&E's Activities, PG&E shall diligently pursue all necessary actions to remove such liens from title, either by payment or by recording a lien release bond in the manner specified in California Civil Code Section 8424 or any successor statute. d) Restoration. Upon PG& E's ceasing to use the License Area and the Staging Area in connection with a particular PSPS Event, PG& E shall remove all personal property of PG& E from the License Area, remove all vehicles, personal property, debris and waste material of PG& E and PG& E's Representatives from the Staging Area , and repair and restore the License Area and the Staging Area as nearly as reasonably possible to the condition that existed prior to PG& E's entry hereunder.
e) Water Discharge. PG& E’ s activities may require potable water- filled equipment, such as barrels or water barriers to weigh down tents or other equipment, or to delineate outside areas on the Property. All potable water- filled equipment shall be cleaned prior to use and filled with water from a potable water source only. Any water discharged from the water- filled equipment shall be discharged to onsite unpaved land ( i.e., soil) only. PG& E and PG& E’ s representatives shall ensure best management practices are implemented including but not limited to ensuring water is observed for any potential sediments, trash or other contaminants; the discharge area selected is 100 feet from a water body; and the discharge is done to avoid ponding and erosion. If the water needs to be discharged to a storm drain, PG& E will obtain local stormwater agency approval. This License Agreement authorizes the discharge

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of potable water from water-filled equipment on to the Property as described above. PG&E shall notify LICENSOR if water discharge is necessary.

11. Notices. All notices under this License Agreement shall be sent by email to the addresses set forth in EXHIBIT C. In addition, LICENSOR will provide PG&E with telephone or cellphone numbers of staff in calling order to contact in an emergency as set forth in EXHIBIT C. EXHIBIT C shall be updated as needed to reflect current names and contact information.

12. Indemnity. Except to the extent caused by the sole and active negligence or willful misconduct of LICENSOR, its officers, agents, or employees, PG&E shall indemnify, defend and hold harmless LICENSOR and its governing body, officers, agents, and employees from and against all claims, losses, actions, demands, damages, costs, expenses (including, but not limited to, reasonable attorneys ' fees and court costs) (collectively, "Claims") that are caused by PG&E 's Activities, or the entry on, occupancy or use of, the Property by PG&E or PG&E's Representatives under this License Agreement, including, but not limited to, Claims relating to i) injury to or death of persons, including, but not limited to, employees of LICENSOR or PG&E; (ii) injury to the property of LICENSOR, and (iii) violation of any applicable federal, state, or local laws, statutes, regulations, or ordinances by PG& E or PG&E 's Representatives. At Licensor’ s request PG&E shall furnish any required legal defense with competent and experienced attorneys approved by Licensor. In no event, however, shall PG& E be liable for any indirect or consequential damages or for loss of profits or other revenue, loss of goodwill, or loss of use claimed by LICENSOR, but this limitation shall not apply to claims by third parties, including Licensor’ s officers or employees or their subrogees. The indemnification obligations of PG&E under this Section 12 shall survive the expiration or earlier termination of this License Agreement.

13. Insurance. PG& E shall at all times during the Term of this License Agreement, self- insure for PG& E's Activities pursuant to this License Agreement in accordance with EXHIBIT D.

14. Alterations to Property. LICENSOR hereby grants PG& E and PG& E's Representatives the right to perform, at PG& E's sole cost & expense, the alterations to the Property described in EXHIBIT E attached hereto. PG& E or PG& E's Representatives will coordinate the scheduling of the performance of such alterations with LICENSOR.

15. Miscellaneous.
a) Governing Law. This License Agreement shall in all respects be interpreted, enforced, and governed by and under the laws of the State of California. b) Attorneys' Fees. Should either party bring an action against the other party, by reason of or alleging the failure of the other party with respect to any or all of its obligations hereunder, whether for declaratory or other relief, and including any appeal thereof, then the party which prevails in such action shall be entitled to its reasonable attorneys ' fees and expenses related to such action, in addition to all other recovery or relief.

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c) No Waiver. Any waiver with respect to any provision of this License Agreement shall not be effective unless in writing and signed by the party against whom it is asserted. The waiver of any provision of this License Agreement by a party shall not be construed as a waiver of a subsequent breach or failure of the same term or condition or as a waiver of any other provision of this License Agreement. d) Counterparts. This License Agreement may be executed in identical counterpart copies, each of which shall be an original, but all of which taken together shall constitute one and the same agreement.
e) Authority. Each party to this License Agreement warrants to the other that it has the right and authority to enter into and to perform its obligations under this License Agreement, without the consent of any third party, and that the person signing below is authorized to bind such party.
f) Interpretation. This License Agreement shall be construed according to the fair meaning of its language. The rule of construction to the effect that ambiguities are to be resolved against the drafting party shall not be employed in interpreting this Agreement. g) Exhibits. The following exhibits are attached hereto and incorporated herein by this reference:

EXHIBIT A – License Area
Staging and Parking Lot Area
Generator Site
EXHIBIT B – Facility Rental Rates
EXHIBIT C – Notices
EXHIBIT D – Statement of Self-Insurance Program
EXHIBIT E– ADA and Electrical Alterations
h) Electronic Signatures. This License Agreement may be executed by electronic signatures ( e.g., using DocuSign or e-SignLive) or signatures transmitted in portable document format (" pdf"), and copies of this License Agreement executed and delivered by means of electronic or pdf signatures shall have the same force and effect as copies hereof executed and delivered with original manually executed signatures. The parties may rely upon electronic and pdf signatures as if such signatures were manually executed originals and agree that an electronic or pdf signature page may be introduced into evidence in any proceeding arising out of or related to this License Agreement as if it were an original manually executed signature page.
i) Successors and Assigns. This License Agreement shall be binding upon and inure to the benefit of the heirs, personal representatives, successors , and assigns of each party.
j) Entire Agreement . This License Agreement supersedes all previous oral and written agreements between and representations by or on behalf of the parties and constitutes the entire agreement of the parties with respect to the subject matter hereof. This License Agreement may not be amended, except by a written agreement executed by both parties.

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IN WITNESS WHEREOF, the parties have executed this License Agreement as of the date set forth below each signature, effective upon the Effective Date first written above.

PG& E"

PACIFIC GAS AND ELECTRIC COMPANY,
a California corporation
By:

Name: Donny Kennedy
Its: Manager, Land Acquisition
Date:

LICENSOR"

CITY OF UKIAH,
a California general law municipal corporation
By:

Name: Sage Sangiacomo
Its: City Manager
Date: Sep 22, 2022

EXHIBIT A

200 South School Street, Ukiah, CA 95482 Phone: ( 707) 463 – 6701 Fax: ( 707) 462 – 2088 1 Ukiah Valley Conference Center
Facility Rental Rates
Open Monday-Friday, 8am-5pm
Evening rates apply after 5pm
Non-Profit/ Govt. rates apply only during business hours (M-F, 8am-5pm) Chardonnay, Riesling, Merlot, and Zinfandel Rooms
Capacity: From 1-20 people
Daily Rate: $200 Non-Profit/Govt. Rate: $175 Weekend/ Evening Rate: $300 Chenin Blanc Room
Capacity: 20-40 people
Daily Rate: $ 400 Non-Profit/ Govt. Rate: $ 300 Weekend/ Evening Rate: $ 600 Cabernet 1 or Cabernet 2 Rooms
Capacity: Up to 125 people ( dining/ classroom) or up to 175 people (theater/ assembly) Daily Rate: $ 700 Non- Profit/ Govt. Rate: $ 600 Weekend/ Evening Rate: $ 1250 Red Rooms
Capacity: From 125 up to 300 people ( dining) or 400 people ( theater/ assembly) Daily Rate: $ 1750 Non- Profit/ Govt. Rate: $ 1500 Weekend/ Evening Rate: $ 3,000 All rates are subject to change due to a deposit, janitorial fees, & security requirements for large events.

Kitchen Use Fee
300 minimum for the first 100 people ( if you’ re using our catering services fee is already included).

EXHIBIT B

200 South School Street, Ukiah, CA 95482 Phone: ( 707) 463 – 6701 Fax: ( 707) 462 – 2088 2 Additional Services and Rentals
In-House Catering:

1. Coffee/ Tea Service $ 5.00 per person*
Includes: organic coffee, tea, condiments, paper goods, & ice water.

2. Continental Breakfast $ 10.00/11.00 per person*
Includes: assorted Danish, muffins, bagels, coffee, tea, fruit ($11), orange juice, & ice water.

3. Catered Lunch $ 19. 75 per person*
Includes: artisan sandwich w/ assorted meat and cheese ( vegetarian/ gluten free options available upon request), mixed green OR Caesar salad, chips, cookies, soda, & ice water.

4. Afternoon Snack $ 7.00 per person*
Includes: snack bars, cookies OR brownie bites, crackers OR chips, soda & ice water.

Catering rates are subject to change upon customer’ s request for additional/ different food services.

Local Catering Per quote
Linen and Party Supply Rental Per quote
Polycom Phone $ 75 per day
LCD Projector $ 75 per day
Sound System $ 200 per day
Stage ( 8’ x 16’) $ 500
Dance Floor ( 20’ x 20’) $ 700
Wireless Internet Complimentary
White Boards As requested
Flip Charts $ 30 per chart
Screens/ AV Cart As requested
Wireless Lavalier W/ Sound $ 250

EXHIBIT C

NOTICES
TO LICENSOR:

Any notice to Licensor, including the notice to be given pursuant to Section 9 of the License Agreement, shall be sent to Jacob Burgess at the following:

Email address: Jacob Burgess; jburgess@cityofukiah. com Phone Number: 707- 463- 6201 In addition, in the event of an emergency, PG& E shall contact the following persons in the order set forth below:

Neil Davis; ndavis@cityofukiah. com Phone: 707- 467- 5764 Michael Maldonado; mimaldonado@cityofukiah. com Phone: 707- 463- 6706 Weekends and After Hours: Jacob Burgess 707- 391- 3693
TO PG& E:

Any notice to PG& E, including the notice pursuant to Section 9 of the License Agreement shall be sent to Jessica Melton at the following email address: Jessica. Melton@pge. com, cc’ ing CRCHelp@pge. com.

PG& E contacts for use during emergency use and post emergency for claims and reimbursements:

CRC Help Line: 916-760- 5369
Jessica Melton, Land Consultant, PG& E
925) 655-7085 – cell
Jessica. Melton@pge. com – email
Alex Grant, Program Manager, PG& E
707) 331-2466 – cell
Alex. Grant@pge. com – email

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Internal

EXHIBIT D

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Internal

EXHIBIT E

ADA AND ELECTRICAL ALTERATIONS
ELECTRICAL SCOPE OF WORK:

Install 800amp automatic transfer switch to interior wall of electrical room to power entire building ( 1-to-2-day outage to install new switch).

Pour concrete pad
Add receptacle for generator battery charger.

ADA SCOPE OF WORK:

Adjust the doors for the men's and women' s restrooms
Remove two parking stalls and replace with one concrete ADA Van Parking stall; paving required for remainder of removed stalls
Remove old planter box, sawcut and install two curb cut ramps Stripe ADA Van parking stall, access aisle and path of travel Install one Van Parking Sign

Internal
ADDENDUM #1 TO LICENSE AGREEMENT (PUBLIC SAFETY POWER SHUTOFF) This Addendum to the LICENSE AGREEMENT (PUBLIC SAFETY POWER SHUTOFF) License”) dated September 15, 2022 is entered into by and between THE CITY OF UKIAH LICENSOR”) and Pacific Gas and Electric Company, a California corporation, (“ PG&E”).

Through this Addendum, PG&E desires, and LICENSOR is willing, to modify the License regarding the certain real property commonly known as UKIAH VALLEY CONFERENCE CENTER, located at 200 S School Street, Assessor's Parcel Number 002-261-09-00, hereinafter called the Property," located in the City of Ukiah, County of Mendocino, State of California. The purpose of this Addendum is to grant to PG&E the right to use the License Area in connection with Emergency Events not related to a Public Safety Power Shutoff and designated by the Mendocino County Office of Emergency Services. As such, LICENSOR grants the additional rights as follows:

LICENSOR grants to PG& E, PG&E’ s Representatives, and PG&E’ s customers the right to use the License Area and certain interior areas of the Property in connection with an Emergency Event if PG&E submits a request for the areas of use needed and are approved by the LICENSOR. For purposes of this License Agreement, an "Emergency Event" means an event, natural or human-caused, that requires an emergency response to protect life or property and is not a PG&E designated Public Safety Power Shutoff event. Examples of Emergency Events include but are not limited to a significant earthquake, wildland fire, major heat event or winter storm requiring a warming or cooling center, wind event of over forty (40) miles per hour, major gas leak or gas-related fire, cyber incident that slows system response times, or other events of this scale. PG&E may respond to any Emergency Event designated by the Mendocino County Office of Emergency Services that may affect Ukiah or its surrounding area. PG&E shall only respond to Emergency Events designated by the Mendocino County Office of Emergency Services.

For an Emergency Event, PG& E shall be subject to the same PSPS Event terms and conditions set forth in the License. However, if notice is given by PG& E of an Emergency Event and the LICENSOR cancels event s to accommodate the use of the facility PG& E will be responsible to reimburse the LICENSOR for any lost revenue up to and/ or equivalent to a Use Day regardless of their use.

NOW, THEREFORE, PG& E and LICENSOR agree that the License shall be modified in the manner and to the extent hereinbefore stated and LICENSOR hereby grants to PG& E the rights necessary to effect such modification.

Except as expressly set forth herein, this Addendum shall not in any way alter, modify, or terminate any provision of the License.

ATTACHMENT 2

Internal
This Addendum may be executed by electronic signature(s) and transmitted either by facsimile or in a portable document format (“ pdf”) version by email and such electronic signature(s) shall be deemed as original for purposes ofthis Addendum and shall have the same force and effect as a manually executed original.

PG& E"

PACIFIC GAS AND ELECTRIC COMPANY,
a California corporation
By:

Name: Donald Kennedy
Its: Manager, Land Acquisition
Date:

LICENSOR"
CITY OF UKIAH, a California general law
municipal corporation
By:

Name: Sage Sangiacomo
Its: City Manager
Date: __________________________

Agenda Item No: 8.b.

MEETING DATE/TIME: 3/1/2023
ITEM NO: 2023-2382

AGENDA SUMMARY REPORT
SUBJECT: Consideration and Approval to Reclassify One Part-Time, 32-hour Administrative Assistant Position in the Police Department into a Full-Time Position.

DEPARTMENT: Police PREPARED BY: Rick Pintane, Administrative Lieutenant PRESENTER: Consent Calendar
ATTACHMENTS:

None
Summary: Council is being asked to consider and possibly approve the reclassification of one part-time, 32- hour Administrative Assistant position into a full-time position.

Background: In FY 2018/2019, the full-time Administrative Assistant position in the Ukiah Police Department was vacant and a decision was made to eliminate the position as a cost-savings budget measure. On February 24, 2019, the department received approval from the Council to reinstate and reclassify the Administrative Assistant into a part-time, 32-hour position. Since that time, the position has remained a parttime position and was filled until December 2022, when the employee gave notice of resignation. The department has been fortunate in that the former employee agreed to assist in the transition to cover the workload in the interim, and eventually assist in training a successor.

Discussion: The position of Administrative Assistant in the Ukiah Police Department serves a crucial role in the day-to-day functions of the department. The duties of this role have increased significantly over the past couple of years, including most recently, assuming some of the duties of the vacant Crime Analyst position. The overall day-to-day duties include maintaining and submitting records related to the Peace Officer’s Standard’s and Training (POST), employee training and associated invoices, biweekly payroll, federal asset forfeiture report, Data Ticket reports, and necessary documents for the District Attorney’s Office, assisting with budget preparations, quarterly CCP invoice and redactions for Public Record Requests. Currently, the Administrative Assistant also assists in the Dispatch Center filling voids as needed due to shortages in staffing, as well as assisting the Record Clerks.

Staff have continuously re-evaluated the position of Administrative Assistant and have found that the workload demands are more than what a part-time, 32-hour employee can adequately handle. These essential duties can be time sensitive, required at short notice, and can at times change, mid-project. This further supports the need for a full-time position for this role.

Additionally, a full-time position is often easier to recruit for and retain qualified candidates. A full-time position is more desirable, and the City generally receives more applicants during a recruitment. From a succession planning perspective, having someone in this role benefits the department and the City. There is much “Institutional Knowledge” that is associated with this position. It is something that takes months--if not years-- to truly become proficient. Having and maintaining a full-time employee in this position eliminates the need to constantly retrain new employees, as well as prevents the loss of this “Institutional Knowledge” as the position is passed from one part-time employee to another.

The full-time Administrative Assistant would be subject to the Operating Engineer, Local No. 3 Administrative and Maintenance Unit Memorandum of Understanding, with a current salary range of $3,851.38 - $4,681.38 per month. A budget amendment is not necessary for FY 2022/2023. The Ukiah Police Department has

enough budget savings due to long-term vacancies.

For the reasons identified above, Staff recommends the Council approve the reclassification of the part-time, 32- hour Administrative Assistant position into a full-time position. Human Resources and the City Manager's Office have evaluated the need and agree with the Department's recommendation.

Recommended Action: Council to consider and possibly approve the reclassification of one part-time, 32- hour Administrative Assistant position in the Police Department into a full-time position.

BUDGET AMENDMENT REQUIRED: N/A
CURRENT BUDGET AMOUNT:

PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: 10520210
PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: Sheri Mannion, Human Resources/Risk Management Director DIVERSITY-EQUITY INITIATIVES (DEI):N/A
CLIMATE INITIATIVES (CI): N/A

Agenda Item No: 12.a.

MEETING DATE/TIME: 3/1/2023
ITEM NO: 2023-2384

AGENDA SUMMARY REPORT
SUBJECT: Possible Introduction by Title Only of Ordinance Adopting and Approving Ukiah Police Department Policy 708, Military Equipment Use Policy, in Compliance with California Assembly Bill No. 481.

DEPARTMENT: City Attorney PREPARED BY: Darcy Vaughn, Assistant City Attorney PRESENTER: Darcy Vaughn, Assistant City Attorney and
Cedric Crook, Acting Police Chief
ATTACHMENTS:

1. MEU Policy Ordinance
Summary: Council will consider introducing by title only the Ordinance adopting and approving Ukiah Police Department Policy 708, Military Equipment Use Policy, in compliance with California Assembly Bill No. 481.

Background: Assembly Bill 481 ("AB 481") codified in Government Code sections 7070 through 7075, requires law enforcement agencies to obtain approval from the applicable governing body, via adoption of a Military Equipment Use Policy ("MEU Policy") by ordinance, prior to the agency funding, acquiring, or using military equipment. The Ukiah Police Department ("UPD") seeks City Council approval of the attached MEU Policy - Policy 708, in order to allow UPD to continue to use the vital equipment specified therein and continue to purchase said equipment as needed. The Ordinance Adopting and Approving Ukiah Police Department Policy 708, Military Equipment Use Policy, attached here as Attachment 1, adopts and approves Policy 708, which is attached as Exhibit A to the Ordinance.

The term “military equipment”, as used in AB 481, in fact does not necessarily indicate equipment that has been used by the military. Pursuant to AB 481, items deemed to be “military equipment” include, but are not limited to, unmanned aerial or ground vehicles, armored vehicles, command and control vehicles, pepper balls, less lethal shotguns, less lethal 40mm projectile launchers, long range acoustic devices, and flashbangs.

The UPD postponed seeking approval of an MEU Policy immediately after AB 481 went into effect on January 1, 2022, due to the fact that the UPD did not use or acquire any equipment that would have been classified as military equipment under AB 481. However, it is possible that UPD officers may need to use AB 481 categorized equipment owned by other local law enforcement agencies, such as the Mendocino County Sheriff's Department, when collaborating with these agencies. Furthermore, the UPD now intends to acquire and use certain items classified as military equipment under AB 481, i.e. training pistols, training ammunition, and unmanned aerial vehicles (aka drones). These items are listed in the Military Equipment Inventory Report attached to the MEU Policy.

These items provide peace officers with the ability to safely resolve volatile situations which otherwise might rise to the level of a lethal force encounter. These tools have been tested in the field, and are used by LEAs to enhance citizen safety, officer safety. Loss of these items would jeopardize the welfare of citizens and peace officers within the UPD.

Discussion: Standard for MEU Policy Approval
By adopting the Ordinance, Council will affirm that the Ukiah Police Department Policy No. 708 “Military Equipment” meets the requirements of AB 481, as codified at Government Code § 7070(d).Specifically, the Council must make the following findings:

• The military equipment identified in the MEU Policy is necessary because there is no reasonable alternative that can achieve the same objective of officer and civilian safety. • The proposed MEU Policy will safeguard the public’s welfare, safety, civil rights, and civil liberties. • If the UPD purchases the equipment identified in the MEU Policy, the equipment is reasonably cost effective compared to available alternatives that can achieve the same objective of officer and civilian safety.
• Any prior military equipment use by the UPD complied with the military equipment use policy that was in effect at the time, or if prior uses did not comply with the accompanying military equipment use policy, corrective action has been taken to remedy nonconforming uses and ensure future compliance.

Past and Proposed Military Equipment Acquisition and Use As mentioned above, the UPD does not currently use any military equipment. More than ten years ago, the UPD acquired Glock training pistols and ammunition, which are considered military equipment under AB 481.

However, the training pistols have not been in use for the past four years. The UPD intends to resume the use of these training pistols in the next year. These training pistols are essentially paintball guns, which the UPD uses during active shooter training activities.

Some time in the next year, the UPD intends to use unmanned aerial vehicles, or drones, currently owned by the City, and may seek to acquire additional drones if needed. These would be used to assist in investigations, such as searches for missing persons.

Finally, in the past, UPD officers have used military equipment owned by other law enforcement agencies, primarily while acting in collaboration with the Mendocino County Sheriff's Office (MSCO) as members of the County SWAT team. The equipment used by the SWAT team is owned and maintained by MCSO. Any past use of MSCO equipment during agency collaboration was in accordance with the military equipment use policy in effect at the time. MSCO has adopted its own MEU Policy, Military Equipment Inventory, and Military Equipment Use Report, which can be found at: https://mendocinosheriff.org/sb-481-materials-2/ Any use of MCSO military equipment by UPD officers must comply with MSCO's MEU Policy.

Actions Required by MEU Policy and Ordinance
If Council adopts the Ordinance, UPD Staff will be authorized to request, seek funding for, acquire, collaborate with other jurisdictions about the deployment of, and use military equipment consistent with the MEU Policy.

Pursuant to AB 481, and the Ordinance, the UPD will be required to post and maintain the MEU Policy on its webpage. AB 481 also requires the UPD to submit to the Council an annual Military Equipment Use Report for each type of military equipment approved by the Council within one year of approval of this Ordinance, and annually thereafter for as long as the military equipment is available for use. Furthermore, upon issuance of the Military Equipment Use Report, AB 481 and the Ordinance require the UPD to hold annually a well-publicized and conveniently located community engagement meeting regarding the MEU Policy, the Report, and the UPD's use of military equipment.

After the Ordinance goes into effect, AB 481 requires that the Council annually review the Ordinance, the MEU Policy, and the annual Military Equipment Use Report and determine whether each type of military equipment identified in that Report has complied with the standards for approval set forth in the Ordinance. As part of this review process, Council must also determine by resolution whether to continue the Ordinance and MEU Policy, or to modify the Policy or initiate the repeal of the Ordinance.

Staff recommends Council introduce the Ordinance in Attachment 1, by title only, which would approve and adopt the Ukiah Police Department's Military Equipment Use Policy. Once adopted, the City will be in compliance with AB 481. If Council introduces and proceeds to adopt the Ordinance, Staff recommends that review by Council of the Ordinance, MEU Policy, and annual Military Equipment Use Report be scheduled annually.

Recommended Action: Introduce by title only an Ordinance adopting and approving Ukiah Police Department Policy 708, Military Equipment Use Policy, in compliance with California Assembly Bill No. 481 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: Cedric Crook, Ukiah Police Department and Darcy Vaughn, City Attorney's Office DIVERSITY-EQUITY INITIATIVES (DEI):N/A
CLIMATE INITIATIVES (CI):N/A

ORDINANCE NO.X

UNCODIFIED ORDINANCE OF THE CITY COUNCIL OF THE CITY OF UKIAH ADOPTING AND APPROVING UKIAH POLICE DEPARTMENT POLICY 708, MILITARY EQUIPMENT USE POLICY, IN COMPLIANCE WITH CALIFORNIA ASSEMBLY BILL NO. 481 The City Council of the City of Ukiah hereby ordains as follows:

SECTION ONE. FINDINGS

1. Assembly Bill 481, approved September 30, 2021 (codified as Chapter 12.8 of the Government Code and commencing with Section 7070) requires a local law enforcement agency, which would include the Ukiah Police Department, to have a military equipment use policy approved by the City Council prior to requesting, seeking funding for, acquiring, collaborating with other jurisdictions about the deployment of, or using military equipment.

2. The Ukiah Police Department Policy 708, “Military Equipment Use Policy” (the “Policy”) is attached as Exhibit A and incorporated into this Ordinance.

3. The Policy has been posted on the City’s website for at least thirty (30) days starting on January 10, 2023.

4. The City Council has conducted a public hearing during a regularly scheduled City Council meeting on March 1, 2023 and considered all written and oral comments, as well as the report and presentation from staff.

5. The Ukiah Police Department Policy No. 708 “Military Equipment” meets the requirements of Government Code § 7070(d).

6. The City Council determines that:
a. The military equipment identified in the Policy is necessary because there is no reasonable alternative that can achieve the same objective of officer and civilian safety.
b. The proposed Policy attached as Exhibit A will safeguard the public’s welfare, safety, civil rights, and civil liberties.
c. If purchasing the equipment identified in the Policy, the equipment is reasonably cost effective compared to available alternatives that can achieve the same objective of officer and civilian safety.
d. Any prior military equipment use complied with the military equipment use policy that was in effect at the time, or if prior uses did not comply with the accompanying military equipment use policy, corrective action has been taken to remedy nonconforming uses and ensure future compliance.

SECTION TWO. ADOPTION OF POLICY
The City Council of the City of Ukiah approves and adopts the Ukiah Police Department Attachment 1

Policy 708, “Military Equipment Use Policy”, attached and incorporated as Exhibit A into this Ordinance. In doing so, the City Council directs that:

1. Staff is authorized to request, seek funding for, acquire, collaborate with other jurisdictions about the deployment of, and use military equipment consistent with this Policy.

2. The Policy shall be maintained on the Police Department’s website page.

3. Annually, the Police Department shall hold a well-publicized and conveniently located community engagement meeting regarding the Police Department’s Policy and use of military equipment, pursuant to Government Code § 7072 (b).

4. Annually, the City Council shall review this Ordinance, the Policy, and the annual military equipment report prepared by the Police Department pursuant to Government Code § 7072 and determine by resolution whether to continue the Ordinance and Policy or to modify such Policy or initiate the repeal of the Ordinance.

5. Annually, the City Council shall determine, based on the annual military equipment report submitted pursuant to Government Code § 7072, whether each type of military equipment identified in that report has complied with the standards for approval set forth in this Ordinance.

SECTION THREE.

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.

3. Severability: If any section, subsection, subdivision, paragraph, sentence, clause or phrase of this Ordinance, or its application to any person or circumstance, is for any reason held to be invalid or unenforceable, such invalidity or unenforceability shall not affect the validity or enforceability of the remaining sections, subsections, subdivisions, paragraphs, sentences, clauses or phrases of this Ordinance, or its application to any other person or circumstance. The City Council of the City of Ukiah hereby declares that it would have adopted each section, subsection, subdivision, paragraph, sentence, clause or phrase hereof, irrespective of the fact that any one or more other sections, subsections, subdivisions, paragraphs, sentences, clauses or phrases hereof be declared invalid or unenforceable.

Introduced by title only on , 2023, by the following roll call vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

Adopted on , 2023, by the following roll call vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

Mari Rodin, Mayor
ATTEST:

Kristine Lawler, CMC/City Clerk

EXHIBIT A

Agenda Item No: 13.a.

MEETING DATE/TIME: 3/1/2023
ITEM NO: 2023-2420

AGENDA SUMMARY REPORT
SUBJECT: Update on FEMA’s Effort To Adjust the Flood Maps that Affect the City of Ukiah Property Owners and Provide/Authorize Any Other Direction as Might be Deemed Necessary.

DEPARTMENT: Public Works PREPARED BY: Tim Eriksen, Public Works Director/City Engineer PRESENTER: Tim Eriksen, Public Works Director
ATTACHMENTS:

None
Summary: The Council will get an update from Engineering Staff regarding the process that FEMA is undertaking to adjust the flood maps that affect properties in the City of Ukiah.

Background: In 2020, the Federal Emergency Management Agency (FEMA) began the process of updating the flood plain elevations throughout the City of Ukiah. The first preliminary results were reported to the City Engineering team in 2021. The results were radically different than what currently exists in the city, the implications of which could have significant impacts on development and insurance rates throughout the city.

Since that time, in order to protect the interests and investments of the community, City Staff has worked on solutions with FEMA staff to review the study results and discuss contradictions with observed historic flood events in the city. In short, City Staff have been concerned about the fact that the FEMA study does not reflect what City Staff has witnessed in the city, during significant flood events. The hydraulic modeling performed by FEMA and their consultants is a very specialized field of Civil Engineering and not something current engineering Staff is involved in on a regular basis. Public Works Staff brought an item to the City Council on July 20, 2022, to award a contract with GHD Engineering. GHD has experts in the hydraulic field in order to assist in the review of the FEMA results.

Discussion: The FEMA process for adopting the new maps is very prescribed. The City is now in the 90-day appeal process. This process started December 15, 2022, and ends March 15, 2023. The appeals that are eligible to be heard by FEMA must be technical. There are two technical, significant areas of concern that are appealable. The first is a review of the modeling process that was used by the FEMA hydrologists; the second is the elevation input that was used.

Willits faced this same issue several years prior to the City of Ukiah. The City of Willits generated a successful appeal and the proposed maps were not adopted in the City of Willits. City Staff contacted the consultant who did this analysis. His name is Jeff Anderson and he has a company, Northern Hydrology & Engineering, in McKinleyville. Engineering Staff has worked with Mr. Anderson and GHD and have identified possible issues for an appeal. This approach is developing as this report is being written and an update will be given at the presentation of this report. At the meeting, City Staff will present the proposed directions from the most current information and updates. The City has links to all the updated information on this process on our website in the "Projects + Information" tab. The webpage can be visit at https://cityofukiah.com/projects/.

Recommended Action: Receive Report and provide/authorized additional direction if necessary.

BUDGET AMENDMENT REQUIRED: NA
CURRENT BUDGET AMOUNT: NA
PROPOSED BUDGET AMOUNT: NA
FINANCING SOURCE: NA

PREVIOUS CONTRACT/PURCHASE ORDER NO.: NA
COORDINATED WITH: Community Development and City Manager's Office DIVERSITY-EQUITY INITIATIVES (DEI):

CLIMATE INITIATIVES (CI): 6c – Ensure that climate responsibility is integrated throughout the City’s departments and operations.

Agenda Item No: 13.b.

MEETING DATE/TIME: 3/1/2023
ITEM NO: 2023-2421

AGENDA SUMMARY REPORT
SUBJECT: Status Update Regarding Phase 4 of the Ukiah Segment of the Great Redwood Trail.

DEPARTMENT: City Manager /
Admin PREPARED BY: Shannon Riley, Deputy City Manager
PRESENTER: Shannon Riley, Deputy City Manager
ATTACHMENTS:

None
Summary: City Staff has received approval from the Great Redwood Trail Agency and the California Natural Resources Agency to pause additional development of Phase 4 of the Rail Trail until a determination regarding railbanking is made.

Background: The City of Ukiah was awarded a grant from the California Natural Resources Agency (CNRA) for the development of Phase 4 of the Ukiah Segment of the Great Redwood Trail (rail trail). At that time, it was assumed that the rails would be railbanked in Mendocino and Sonoma Counties and thus, the trail would be built on the ballast (in place of the rails). Building the trail on the ballast is far more cost effective than building alongside the tracks and has fewer environmental impacts. However, after the grant award, plans to begin the railbanking process were put on hold due to litigation related to the Skunk Train.

Due to these unforeseen circumstances, CNRA allowed the City to modify the plans for the rail trail, and engineers proceeded to develop plans for a trail next to the rail. Unfortunately, the cost differential would result in a significantly shorter trail and would require the removal of a number of existing trees.

Discussion: At the February 15, 2023 City Council meeting, Councilmembers requested the opportunity to rereview the plans and specifications for the trail that were previously presented and approved at the February 1, 2023 meeting. The request was prompted by additional community feedback related to the potential impacts to trees and habitat. Following the Council meeting, Staff met with representatives from the Great Redwood Trail Agency and CNRA to explore options related to the grant. Given the circumstances, City Staff and the two agencies were supportive of pausing progress on the trail at this time in hopes that railbanking may be permitted within the next year. This would allow the original vision for the trail--on the ballast--to occur. Grant funds must be expended by 2026, which still leaves two construction seasons to complete the work. This decision was presented to the Complete Streets Ad Hoc Committee (Mayor Rodin/Councilmember Crane) and a group of local stakeholders, all of whom are supportive of pausing the work. Staff will continue to work with the Complete Street Ad hoc and stakeholders to advocate and develop the various alternatives for the project.

Recommended Action: Receive update.

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: Tim Eriksen, Public Works Director and City Engineer and Neil Davis, Community Services Director

DIVERSITY-EQUITY INITIATIVES (DEI): n/a
CLIMATE INITIATIVES (CI): n/a

Agenda Item No: 14.a.

MEETING DATE/TIME: 3/1/2023
ITEM NO: 2023-2383

AGENDA SUMMARY REPORT
SUBJECT: Adoption of Resolution Authorizing Submittal of an Application to the California Department of Housing and Community Development for Funding under the Prohousing Incentive Pilot Program; and if Selected, the Execution of a Standard Agreement, Any Amendments Thereto, and Any Related Documents Necessary to Participate in the Prohousing Incentive Pilot Program, as well as Authorization of the Corresponding Budget Amendments.

DEPARTMENT: Community
Development PREPARED BY: Jim Robbins, Grants Manager
PRESENTER: Craig Schlatter, Community Development
Director; Jim Robbins, Grants Manager
ATTACHMENTS:

1. PIP Guidelines and NOFA

2. City of Ukiah PIP Resolution
Summary: Council will consider the adoption of a resolution authorizing submittal of an application to the California Department of Housing and Community Development (HCD) for $455,000 in funding under the Prohousing Incentive Pilot Program; and if the City is selected for award, authorize the City Manager to execute the Standard Agreement, any amendments thereto, and any related documents; and authorize the corresponding budget amendments.

Background: On August 17, 2022, Council unanimously adopted Resolution No. 2022-57, authorizing an application to and participation in the Prohousing Designation Program. The Prohousing Designation Program (PDP) is a program created through the 2019-2020 Budget Act by the State Legislature and implemented by the Department of Housing and Community Development (HCD) to create incentives for jurisdictions that are compliant with state housing element requirements and that have enacted Prohousing local policies. Being awarded a Prohousing designation by HCD enables such jurisdictions to receive additional points or other preference during the scoring of competitive applications for specified housing and infrastructure funding opportunities. The minimum score a jurisdiction must attain to be designated a Prohousing jurisdiction is 30, out of a total of 60 points. Staff submitted the City's Prohousing application on October 21, 2022, and for the last approximately three months the application has been under review by HCD.

On December 15, 2022, HCD announced the release of a Notice of Funding Availability (NOFA) and final Guidelines (Attachment 1) for approximately $25.7 million for the Prohousing Incentive Pilot (PIP) Program. According to HCD, the PIP Program "is a new investment the state is making to reward jurisdictions at the forefront in addressing California's housing crisis" and "is designed to reward local governments with Prohousing Designation with additional funding to accelerate affordable housing production and preservation." Eligible activities include:
i. The development of low- and moderate-income multifamily rental housing. ii. Affordable rental and ownership housing for individuals and households with incomes up to 120 percent of area median income.
iii. Matching portions of funds placed into local or regional housing trust funds. iv. Matching portions of funds available through the Low- and Moderate-Income Housing Asset Fund. v. Capitalized reserves for services connected to the creation of new permanent supportive housing, including, but not limited to, developments funded through the Veterans Housing and Homelessness Prevention Bond

Act of 2014.
vi. Assisting persons who are experiencing or at risk of homelessness. vii. Accessibility modifications.
viii. Efforts to acquire and rehabilitate foreclosed vacant homes. ix. Homeownership opportunities, including, but not limited to, down payment assistance x. Fiscal incentives or matching funds to local agencies that approve new housing for low- and moderateincome households.

Funding under the PIP NOFA and Guidelines follows a formula based on the population size of the local jurisdiction and bonus points based on an eligible applicant’s Prohousing Designation application score, plus an additional $10,000 for each point of the score. For example, an applicant with a Prohousing Designation application score of 35 points will be eligible to receive up to a $350,000 bonus award in addition to the base award. The bonus award amount shall not exceed $500,000. As a jurisdiction with a population of less than 20,000, the City's base award is $75,000.

On February 1, 2023, HCD informed Staff that the City had received a preliminary score of 38 points and was expected to qualify for a formal designation of being a Prohousing jurisdiction prior to the PIP application deadline of March 15, 2023. HCD staff encouraged the City to submit an application for PIP funding. Based on the preliminary score of 38 points, the maximum funding the City can apply for is $455,000.

Discussion: In response to the 2023 PIP NOFA, Staff is recommending Council authorize an application in the amount of $455,000 for one or both of the following eligible activities:
1) Development of low- and moderate-income multifamily rental housing Implementation Program 2d of the City's 2019-2027 Housing Element directs the City to "pursue additional funding sources to augment the Ukiah Housing Trust Fund, creating a permanent source of funding for affordable housing." An award of PIP funding would provide additional revenue the City could use, under the umbrella of the UHTF, to facilitate the construction of low- and moderate-income (affordable) multifamily housing.
2) Affordable rental and ownership housing for individuals and households with incomes up to 120 percent of area median income (AMI)
Staff have continually sought funding to facilitate housing opportunities for the "missing middle." Although 120 percent of AMI is at the lower end of this income group, PIP funding could provide the City with an additional incentive to encourage housing production.

In addition to Implementation Program 2d, an award of funding from the PIP program would meet two broaderbased goals within the City's 2019-2027 Housing Element. Policy 2-2 under Goal H-2 notes the City should “encourage the development of a variety of different types of housing” and Policy 5-3 under Goal H-5 encourages Staff to “assume a leadership role in the development of all types of housing in the community.” Staff recommends Council adopt the Resolution in Attachment 2 authorizing submittal of an application to HCD for $455,000 in funding under the Prohousing Incentive Pilot Program; and if the City is selected for award, authorize the City Manager to execute the standard agreement, any amendments thereto, and any related documents necessary; and authorize any corresponding budget amendments.

Recommended Action: Adopt resolution authorizing submittal of an application from the City of Ukiah to HCD for $455,000 in funding under the Prohousing Incentive Pilot Program; and if the City is selected for award, authorize the City Manager to execute the standard agreement, any amendments thereto, and any related documents necessary; and authorize any corresponding budget amendments.

BUDGET AMENDMENT REQUIRED: Yes, if awarded.

CURRENT BUDGET AMOUNT: N/A
PROPOSED BUDGET AMOUNT: $455,000
FINANCING SOURCE: HCD Prohousing Incentive Pilot Program

PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: Craig Schlatter, Community Development Director DIVERSITY-EQUITY INITIATIVES (DEI): Goal 5 – Instill diversity, equity, and inclusion as essential core elements of policy-making, accountability, and delivery of City services.

CLIMATE INITIATIVES (CI):

STATE OF CALIFORNIA - BUSINESS, CONSUMER SERVICES AND HOUSING AGENCY GAVIN NEWSOM, Governor

DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT

DIVISION OF HOUSING POLICY DEVELOPMENT
2020 W. El Camino Avenue, Suite 500
Sacramento, CA 95833
(916) 263-2911 / FAX (916) 263-7453
www.hcd.ca.gov
December 15, 2022
MEMORANDUM FOR: ALL POTENTIAL APPLICANTS
FROM: MEGAN KIRKEBY, DEPUTY DIRECTOR

DIVISION OF HOUSING POLICY DEVELOPMENT
SUBJECT: NOTICE OF FUNDING AVAILABILITY AND FINAL
GUIDELINES – PROHOUSING INCENTIVE PILOT

PROGRAM
The Department of Housing and Community Development is pleased to release the Notice of Funding Availability (NOFA) for the Prohousing Incentive Pilot (PIP) Program. The PIP Program complements the Prohousing Designation Program and is designed to encourage cities and counties to obtain a Prohousing Designation. At least $25,705,545.65 will be is available for the 2022 funding round.

The PIP Program is funded through Chapter 364, Statutes of 2017 (SB 2, Atkins), which established the Building Homes and Jobs Trust Fund. Five percent of annual collections are deposited in a fund to be used for an incentive program. The PIP Program awards funds based on jurisdiction size and Prohousing Designation Program score (as codified in the California Code of Regulations Title 25 Housing and Community Development, Division 1, Chapter 6, Subchapter 6.6, Sections 6600 through 6607, Consecutive Prohousing Designation Program).

In order to be eligible for grant funding, an applicant must submit a completed application by email to: [email protected]. Applications will be accepted as of the date of this NOFA through March 15, 2023. In order to remain eligible for an award, applicants must obtain Prohousing Designation by March 30, 2023. The Department encourages early applications.

Program applications, forms and instructions are available on the Department’s PIP website. If you have questions regarding this NOFA, please email the Department at [email protected]. For future notifications, please use the Department’s email notification sign up at Subscribe (ca.gov).

ATTACHMENT 1

Prohousing Incentive Pilot
Guidelines
State of California
Governor Gavin Newsom
Lourdes Castro Ramírez, Secretary
Business, Consumer Services and Housing Agency
Gustavo Velasquez, Director
California Department of Housing and Community
Development
Megan Kirkeby, Deputy Director
Division of Housing Policy Development
2020 West El Camino, Suite 500
Sacramento, CA 95833
Website: https://www.hcd.ca.gov/grants-and-funding/programs-active/prohousing-incentive-program Email: [email protected]
December 2022

Contents
Section 100: Introduction...........................................................................................................1 Section 200: Eligibility................................................................................................................2 Section 201: Eligible Applicants................................................................................................................ 2 Section 202: Threshold Requirements...................................................................................................... 2 Section 300: Application Requirements ...................................................................................3 Section 301: Application Content ............................................................................................................. 3 Section 302: Application Submittal........................................................................................................... 4 Section 400: Application Review...............................................................................................4 Section 401: Scoring Criteria..................................................................................................................... 4 Section 500: Eligible Award Calculation...................................................................................6 Section 600: Uses of Funds .......................................................................................................7 Section 700: Administration ......................................................................................................8 Section 800: Right to Modify or Suspend and Final Decision-making ................................13 Attachment A: Enabling Legislation .......................................................................................14 Attachment B: Required Resolution Template ......................................................................20 Attachment C: Definitions........................................................................................................21 Attachment D: Geographic Distribution .................................................................................22

1 Prohousing Incentive Pilot Program
Section 100: Introduction
The California Department of Housing and Community Development (the Department) is pleased to release program guidelines (Guidelines) for funding through the Prohousing Incentive Pilot Program (Program). The Prohousing Incentive Pilot Program is designed to encourage cities and counties to obtain Prohousing Designation.

The Program is funded through Chapter 364, Statutes of 2017 (SB 2, Atkins), which established the Building Homes and Jobs Trust Fund (Fund). The Fund utilizes real estate transaction fees collected at a county level to establish a permanent source of funding. Five percent of annual collections are deposited in a fund to be used for an incentive program.

The Program awards funds based on the Eligible Applicant’s Prohousing Designation Program score (as codified in the California Code of Regulations Title 25 Housing and Community Development, Division 1, Chapter 6, Subchapter 6.6, Sections 6600 through 6607, Consecutive Prohousing Designation Program). This round of program funding provides awards for Eligible Applicants to use towards planning and implementation activities related to housing and community development. The content and structure of future rounds of Program funding is subject to change at the Department’s sole discretion.

Section 101: Scope and Authority
These Guidelines are authorized pursuant to Chapter 2.5 of Health and Safety Code (Sections 50470 to 50475). The Guidelines implement, interpret, and make specific provisions for purposes of implementing an incentive program pursuant to Health and Safety Code section 50470, subdivision (b)(2)(C)(i), (hereinafter “Prohousing Incentive Pilot Program” or “PIP”).

The Guidelines provide the Department’s plan for the expenditure of PIP funds and the administration of the PIP program. As such, these Guidelines establish terms, conditions, forms, procedures, and other mechanisms as the Department deems necessary to exercise the powers and perform the duties conferred by Chapter 2.5.

The matters set forth herein are regulatory mandates, and are adopted in accordance with the authorities set forth below:

Section 50470 (d) of the Health and Safety Code states “In consultation with stakeholders, the department may adopt guidelines to implement this section, including to determine allocation methodologies. Any guideline, rule, policy, or standard of

2 general application employed by the department in implementing this chapter shall not be subject to the requirements of the Administrative Procedures Act.” Quasi-legislative regulations … have the dignity of statutes … [and]… delegation of legislative authority includes the power to elaborate the meaning of key statutory terms…
Ramirez v. Yosemite Water Co., 20 Cal. 4th 785, 800 (1999) The Department reserves the right, at its sole discretion, to suspend or amend the provisions of these Guidelines, including, but not limited to, grant award amounts.

Section 200: Eligibility
Section 201: Eligible Applicants
(A) Eligible Applicants are limited to cities, counties, and cities and counties. (B) Only Eligible Applicants may submit an application. (C)Eligible Applicants may partner through legally binding agreements with other forms of governments or entities. This includes, but is not limited to, partnerships with other localities, regional governments, housing authorities, school districts, special districts, community-based organizations, Tribal Entities or any duly constituted governing body of an Indian Reservation or Rancheria. (D)Eligible Applicants in partnerships may determine the amount of incentive payments between Eligible Applicants participating in the partnership in consultation with the Department.
(E) Eligible Applicants forming partnerships must submit separate, completed and signed application packages, including resolutions and a copy of the signed agreement between partners to the Department in order to be awarded funds.

Section 202: Threshold Requirements
Eligible Applicants must meet all of the following threshold requirements for participation in the Program:
(A) An adopted housing element in substantial compliance, as determined by the Department, pursuant to Housing Element Law (Article 10.6 of Gov. Code) in accordance with Government Code section 65585, subdivision (h).

1. Applicants not meeting housing element requirements may be considered to meet this threshold requirement at the discretion of the Department on

3 a case-by-case basis. Criteria for consideration include but are not limited to significant progress in meeting housing element requirements (e.g., a draft found to meet statute, rezoning near completion), proposing activities to meet housing element requirements (e.g., rezoning to accommodate housing needs pursuant to Gov. Code Section 65583(c)(1)) and adoption of a compliant element prior to the award of funds.
(B) Housing Element Annual Progress Report submittal pursuant to Government Code Section 65400 for the current or prior year, as applicable. (C)Prohousing Designation: A completed Prohousing Designation Application (per the regulations codified in the California Code of Regulations Title 25 Housing and Community Development, Division 1, Chapter 6, Subchapter 6.6, Sections 6600 through 6607, Consecutive Prohousing Designation Program), with an authorizing resolution, must be submitted prior to or in conjunction with the Applicant’s PIP Application. PIP Awards cannot be made until Prohousing Designation is obtained, as determined by the Department. (D)A complete application as determined by the Department. (E) An authorizing resolution authorizing submittal of the application to the Program that materially comports with the Program’s requirements and is legally sufficient as determined in the Department’s reasonable discretion, including an authorized representative. See Attachment B for required resolution format. (F) Compliance with state and federal housing laws as determined by the sole discretion of HCD.
(G)Demonstration of meeting threshold criteria shall be determined by the Department in its sole and absolute discretion. No documentation of meeting threshold requirements is required in the application unless requested by the Department.

Section 300: Application Requirements
Section 301: Application Content
(A) Eligible Applicants may request an allocation of funds by submitting a complete application to the Department.
(B) Application must utilize the forms and manner prescribed in the Department’s application.

4 (C)The application can be found on the Department’s website at https://www.hcd.ca.gov/grants-and-funding/programs-active/prohousingincentive-program. (D)The Department may request additional information and documentation as appropriate.
(E) The Department may consult with and gather relevant information from any individual, entity, or public agency.

Section 302: Application Submittal
(A) An applicant must submit a completed, signed original application in electronic form.
(B) The Department encourages early applications and will accept applications up to the date and time noted on the cover letter of the Notice of Funding Availability (NOFA).
(C)All applications must be submitted by email to: [email protected].

Section 400: Application Review
Section 401: Application Process
(A) Applications will be reviewed for completeness, eligibility, and for meeting threshold requirements.
(B) Eligible Applicants will have until the date specified in the NOFA to obtain Prohousing Designation. After the specified date, HCD will rank applicants that met threshold requirements according to their Prohousing Designation score, as determined by the Department.
(C)Ranked applications will be sorted by geographic category, as described in Section 404 of these Guidelines.

Section 402: Base Award and Bonus Award Calculation
(A) Eligible Applicants will receive a base award according to population size (see Section 500). In addition, applicants may receive a bonus award up to $500,000. (B) For the purpose of calculating the bonus award, an Eligible Applicant’s Prohousing Designation score will be multiplied by 10,000. For example, an Eligible Applicant with a Prohousing Designation score of 35 points will be

5 eligible to receive up to a $350,000 bonus award in addition to the base award.

The bonus award amount shall not exceed $500,000.

Section 403: Scoring – Tie Breaker
(A) Eligible Applicants that submit complete applications that meet threshold requirements will be awarded in ranking order until funding is depleted. (B) In the event of a tie (i.e. two or more applicants have the same score), the Eligible Applicant with the smaller population size will receive funding priority.

Section 404: Geographic Categories
(A) Ranked applications will be considered for awards according to six geographic categories, as follows:

1. Southern California: Imperial, Los Angeles, Orange, Riverside, San Bernardino, Ventura, and San Diego

2. Bay Area: Alameda, Contra Costa, Marin, Napa, San Mateo, Santa Clara, Solano, Sonoma, San Francisco

3. San Joaquin Valley: Fresno, Kern, Kings, Madera, Merced, San Joaquin, Stanislaus, Tulare

4. Sacramento Area: Amador, El Dorado, Placer, Sacramento, Sutter, Yolo, Yuba

5. Central Coast: Monterey, San Benito, San Luis Obispo, Santa Barbara, Santa Cruz

6. North State and Sierra Nevada: Alpine, Butte, Calaveras, Colusa, Del Norte, Glenn, Humboldt, Inyo, Lake, Lassen, Mariposa, Mendocino, Modoc, Mono, Nevada, Plumas, Shasta, Sierra, Siskiyou, Tehama, Trinity, Tuolumne
(B) Funds are made available to each geographic category based upon the percentage of 2030 population projections, as determined by the Department of Finance (Attachment D).
(C)The total proportion of available funds in geographic categories will not exceed 75 percent of the total amount of the NOFA.
(D) Awards will be funded from each geographic category’s total available funding amount until the funds for that category are depleted. If Eligible Applicants’

6 awards exceed the funding available to a geographic category, applicants may qualify to fulfill their eligible award from the 25% residual set-aside in ranking order.

1. In the event of funds being depleted such that a partial award is indicated, the residual set-aside may be utilized to enhance the award at the discretion of the Department.
(E) If both an Eligible Applicant’s geographic category and the residual set-aside have been depleted, that Eligible Applicant may be eligible for remaining funds at the sole discretion of the Department. Remaining funds will come from unutilized money from geographic categories only after applicants located in those geographic categories have been awarded.
(F) When all funds have been depleted, the final Eligible Applicant in the ranking will only be eligible for the award amount that remains in the coffer. Applicants in this position may opt to pull their PIP Application until additional funds are made available to fulfill their eligible award amount in potential future funding rounds.

Section 500: Eligible Award Calculation
(A) This program will make funding available to jurisdictions as Prohousing Incentive grants as determined by the NOFA.
(B) Maximum total award amounts will be no greater than $5,000,000 per Eligible Applicant. Total potential award amounts are determined by adding an Eligible Applicant’s base award amount with an Eligible Applicant’s bonus award amount, as established by the criteria described in section 402. (C)Base award amounts are based on population estimates as of January 1, 20211.

The maximum amount that a jurisdiction may receive pursuant to this subdivision shall be as follows2:
1 Population estimates, as of January 1, 2021, are based on the Department of Finance E-1 report:
https://dof.ca.gov/Forecasting/Demographics/estimates-e1/ 2 Maximum and minimum award amounts may be adjusted by the Department based on demand for the Program.

7 Jurisdiction Size (in Population) Base Award Amount
750,000 or greater $4,500,000
300,000 to 749,999 $2,000,000
100,000 to 299,999 $1,150,000
50,000 to 99,999 $500,000
20,000 to 49,999 $250,000
Less than 20,000 $75,000
(D)Eligible applicants in partnerships with other cities or counties, as allowed by section 201(C) of these Guidelines, may qualify for up to the sum of individual applicant base award amounts. For example, two jurisdictions between 50,000 and 99,999 people could submit a proposal for up to $1,000,000 in base awards.

Section 600: Uses of Funds
Section 601: Eligible Uses
(A) Eligible Applicants must use award funds towards any planning or implementation activities related to housing and community development including:

1. Any eligible uses pursuant to Health and Safety Code section 50470(b)(2)(D):
i. The predevelopment, development, acquisition, rehabilitation, and preservation of multifamily, residential live-work, rental housing that is affordable to extremely low-, very low-, low-, and moderateincome households, including necessary operating subsidies. ii. Affordable rental and ownership housing that meets the needs of a growing workforce earning up to 120 percent of area median income, or 150 percent of area median income in high-cost areas. iii. Matching portions of funds placed into local or regional housing trust funds.

8 iv. Matching portions of funds available through the Low- and Moderate-Income Housing Asset Fund pursuant to subdivision (d) of Section 34176 of the Health and Safety Code.
v. Capitalized reserves for services connected to the creation of new permanent supportive housing, including, but not limited to, developments funded through the Veterans Housing and
Homelessness Prevention Bond Act of 2014.
vi. Assisting persons who are experiencing or at risk of homelessness, including providing rapid rehousing, rental assistance, navigation centers, emergency shelters, and the new construction,
rehabilitation, and preservation of permanent and transitional housing.
vii. Accessibility modifications.
viii. Efforts to acquire and rehabilitate foreclosed or vacant homes. ix. Homeownership opportunities, including, but not limited to, down payment assistance.
x. Fiscal incentives or matching funds to local agencies that approve new housing for extremely low, very low, low-, and moderateincome households.

Section 700: Administration
Section 701: Fiscal Administration
(A) Grant Execution and Term
a. The Department will notify the grantee if they have been selected for a grant award;
i. After the Standard Agreement has been drawn, the grantee will be provided instructions for signing all required
documents. The grantee must submit all supporting materials and a signed Standard Agreement within the timeline provided in the instructions, or risk forfeiting the grant award; ii. The grant term begins on the day the Department and the grantee have fully executed the Standard Agreement. The Department will notify the grantee and partners when work

9 may proceed under the agreement. However, eligible activities that are approved by the Department may be retroactively reimbursed to the date of the Guidelines; and
iii. The end of the grant term will be determined by the state based on the availability of grant funds and the administrative requirements for liquidation.
(B) Payment and Accounting of Grant Funds
a. Grant funds cannot be disbursed until the Standard Agreement has been fully executed.
b. The grantee will be responsible for compiling and submitting all invoices and reporting documents. Grantees will submit for reimbursements to the Department based on actual cost incurred. c. The grantee must bill the state based on clear deliverables outlined in the Standard Agreement or budget timeline. Only approved and eligible costs incurred for work after the award date, and completed and processed prior to the expenditure deadline, will be reimbursable. Approved and eligible costs incurred prior to the NOFA date are ineligible.
d. Work must be completed prior to requesting reimbursement. e. Grant fund payment will be made on a reimbursement basis. Project invoices will be submitted to the Department by the grantee on a quarterly basis or, if earlier, upon completion of deliverables. f. In unusual circumstances, the Department may consider alternative arrangements (e.g., advance payments) to reimbursement and payment methods based on documentation demonstrating cost burdens, including the inability to pay for work.
g. Supporting documentation may include, but is not limited to, receipts, progress payments, subcontractor invoices, timecards or any other documentation as deemed necessary by the Department.
h. Invoices must be accompanied by reporting materials where appropriate. Invoices without the appropriate reporting materials will not be paid.
i. The Department recognizes that budgeted deliverable amounts are based upon estimates. Eligible Applicants may request, in writing, a budget adjustment across deliverables subject to written approval by

10 the Department, as long as the total budget does not exceed the maximum amount awarded to the Eligible Applicant.
j. The Department may withhold 10 percent of the grant until grant terms have been fulfilled.
k. Each recipient of funds under the Program shall expend those funds no later than June 30, 2025. Final invoices shall be submitted to the Department 3 months prior to the expenditure deadline.

Section 702: Accounting Records, Audits, Remedies of Non-performance, and Reporting
(A) Accounting Records
a. The Eligible Applicant, its staff, contractors, and subcontractors shall establish and maintain an accounting system and reports that properly accumulate incurred project costs by line. The accounting system shall conform to Generally Accepted Accounting Principles (GAAP), enable the determination of incurred costs at interim points of completion, and provide support for payment vouchers and invoices.
b. The Eligible Applicant must establish a separate ledger account for receipts and expenditures of grant funds and maintain expenditure details in accordance with the scope of work, project timeline and budget.

Separate bank accounts are not required.
c. The Eligible Applicant shall maintain documentation of its normal procurement policy and competitive bid process (including the use of sole source purchasing), and financial records of expenditures incurred during the project in accordance with GAAP.
d. The Eligible Applicant agrees that the state or designated representative shall have the right to review and to copy any records and supporting documentation pertaining to the performance of the Standard Agreement. e. Subcontractors employed by the Eligible Applicant and paid with moneys under the terms of this Standard Agreement shall be responsible for maintaining accounting records as specified above.
(B) Audits
a. At any time during the term of the Standard Agreement, the Department may perform or cause to be performed a financial audit of all phases of the award. At the Department’s request, the grantee

11 shall provide, at its own expense, a financial audit prepared by a certified public accountant. The State of California has the right to review project documents and conduct audits during and over the project life.
b. The grantee agrees that the Department or the Department’s designee shall have the right to review, obtain, and copy all records and supporting documentation pertaining to performance of this Agreement. c. The grantee agrees to provide the Department or the Department’s designee, with any relevant information requested.
d. The grantee agrees to permit the Department or the Department’s designee access to its premises, upon reasonable notice, during normal business hours for the purpose of interviewing employees who might reasonably have information related to such records and inspecting and copying such books, records, accounts, and other material that may be relevant to a matter under investigation for the purpose of determining compliance with statutes, Program Guidelines, and the Standard Agreement.
e. If a financial audit is required by the Department, the audit shall be performed by an independent certified public accountant. Selection of an independent audit firm shall be consistent with procurement standards contained in Exhibit D, Section 8 subsection A of the Standard Agreement. f. The grantee shall notify the Department of the auditor’s name and address immediately after the selection has been made. The contract for the audit shall allow access by the Department to the independent auditor’s working papers.
g. The grantee is responsible for the completion of audits and all costs of preparing audits.
h. If there are audit findings, the grantee must submit a detailed response acceptable to the Department for each audit finding within 90 days from the date of the audit finding report.
i. The grantee agrees to maintain such records for possible audit after the final payment pursuant to Section 112, Part 2 of these Guidelines and Exhibit D, Section 3, subsection E of the Standard Agreement, unless a longer period of records retention is stipulated.
j. If any litigation, claim, negotiation, audit, monitoring, inspection or other action has been started before the expiration of the required record retention period, all records must be retained by the grantee, contractors

12 and sub-contractors until completion of the action and resolution of all issues which arise from it. The grantee shall include in any contract that it enters into in an amount exceeding $10,000, the Department’s right to audit the contractor’s records and interview their employees. k. The grantee shall comply with the caveats and be aware of the penalties for violation of fraud and for obstruction of investigation as set forth in California Public Contracts Code Section 10115.10.
l. The grantee shall retain all books and records relevant to this Agreement for a minimum of three (3) years after the end of the term of this Agreement. Records relating to any and all audits or litigation relevant to this Agreement shall be retained for five years after the conclusion or resolution of the matter.
(C)Remedies of Non-performance
a. In the event that it is determined, at the sole discretion of the Department, that the grantee is not meeting the terms and conditions of the Standard Agreement, the grantee shall cease all work under the Standard Agreement immediately upon receiving a written notice from the Department. The Department has the sole discretion to determine that the grantee meets the terms and conditions after a stop work order, and to deliver a written notice to the grantee to resume work under the Standard Agreement.
b. Both the grantee and the Department have the right to terminate the Standard Agreement at any time upon 30 days written notice. The notice shall specify the reason for early termination and may permit the grantee or the Department to rectify any deficiency(ies) prior to the early termination date. The grantee will submit any requested documents to the Department within 30 days of the early termination notice.
c. At any time, if the Department finds the applicant falsely proposed information in the application or as part of the application review, including documentation related to incentive payments (e.g., affordability, enhancements), the Department may require the repayment of funds.
d. The Department may, as it deems appropriate or necessary, require the repayment of funds from a grantee, or pursue any other remedies available to it by law for failure to comply with Program requirements (Health and Safety Code section 50515.04(e).
(D)Reporting

13 a. At any time during the term of the Standard Agreement, the Department may request a performance report that demonstrates satisfaction of all requirements identified in the Standard Agreement with emphasis on eligible activities, eligible uses, ineligible uses, and expenditures, according to timelines and budgets referenced in the Standard Agreement.
b. Grantees shall submit a report, in the form and manner prescribed by the Department, by April 1 of the year following the receipt of funds, and annually thereafter until funds are expended.
c. The Department may request additional information, as needed. d. Upon completion of all deliverables within the Standard Agreement and prior to processing final invoicing, the awardee shall submit a close out report.

Section 800: Right to Modify or Suspend and Final Decisionmaking The Department reserves the right, at its sole discretion, to suspend, amend, or modify the provisions of these Guidelines at any time, including, without limitation, the amount of funds available hereunder. If such an action occurs, the Department will notify all interested parties and will post the revisions to the Department’s website. You may subscribe to the Department’s email list here:
http://www.hcd.ca.gov/HCD_SSI/subscribe-form.html.

The Department’s decision to approve or deny an application or request for funding pursuant to the Program, and its determination of the amount of funding to be provided, shall be final.

14 Attachment A: Enabling Legislation
Building Homes and Jobs Act
Chapter 2.5 of the Health and Safety Code (Sections 50470 – 50475) (Chapter 364, Statutes of 2017)
Health and Safety Code 50470.
(a) (1) There is hereby created in the State Treasury the Building Homes and Jobs Trust Fund. All interest or other increments resulting from the investment of moneys in the fund shall be deposited in the fund, notwithstanding Section 16305.7 of the Government Code.
(2) Moneys in the Building Homes and Jobs Trust Fund shall not be subject to transfer to any other fund pursuant to any provision of Part 2 (commencing with Section 16300) of Division 4 of Title 2 of the Government Code, except to the Surplus Money Investment Fund.
(b) Moneys in the Building Homes and Jobs Trust Fund shall be appropriated either through the annual Budget Act, or as provided in this subdivision, in accordance with the following:
(1) Moneys collected on and after January 1, 2018, and until December 31, 2018, shall, upon appropriation by the Legislature, be allocated as follows:
(A) Fifty percent of deposits into the fund shall be made available for local governments to update planning documents and zoning ordinances in order to streamline housing production, including, but not limited to, general plans, community plans, specific plans, sustainable communities strategies, and local coastal programs. Eligible uses also include new environmental analyses that eliminate the need for project-specific review and local process updates that improve and expedite local permitting. (i) Five percent of the funds specified by this subparagraph shall be available for technical assistance to jurisdictions updating specified planning documents. Technical assistance shall be provided by the department and the Governor’s Office of Planning and Research. (ii) The funds to be allocated pursuant to this subparagraph shall be held by the department until a local government submits a request for use. The request shall include a description of the proposed use of the funds in the interest of accelerating housing production. The proposed use of these funds shall be included in the local government’s funding plan and annual reports pursuant to subclauses (II) and (III) of clause (ii) of subparagraph (B) of paragraph (2). Each recipient of funds under the program shall encumber the funds by December 31, 2020, and shall expend those funds no later than December 31, 2023. Any of these funds not allocated by the department within the first two years that those funds are available shall be made available by the department for the Multifamily Housing Program (Chapter 6.7 (commencing with Section 50675)).
(B) Fifty percent of deposits into the fund shall be made available to the department to assist persons experiencing or at risk of homelessness,

15 including, but not limited to, providing rapid rehousing, rental assistance, navigation centers, and the new construction, rehabilitation, and preservation of permanent and transitional rental housing. (C) The department shall ensure geographic equity in the distribution and expenditure of funds allocated pursuant to this paragraph. (2) Moneys collected on and after January 1, 2019, shall be allocated as follows:
(A) Twenty percent of all moneys in the fund shall, upon appropriation by the Legislature, be expended for affordable owner-occupied workforce housing.
(B) (i) Seventy percent of moneys deposited in the fund shall, upon appropriation by the Legislature, be made available to local governments as follows:
(I) Ninety percent of the moneys specified in this
subparagraph shall be allocated based on the formula
specified in Section 5306 of Title 42 of the United States Code, in accordance with the distribution of funds pursuant to that formula for the federal Fiscal Year 2017, except that the portion allocated to nonentitlement areas pursuant to that section shall be distributed through a competitive grant program, administered by the department, as follows:
(ia) The department shall award priority points to a
county that has a population of 200,000 or less within
the unincorporated areas of the county, to a local
government that did not receive an award based on
the formula specified in Section 5306 of Title 42 of the United States Code in 2016, and to a local
government that pledges to use the money awarded
pursuant to a competitive grant under this subclause
to assist persons experiencing or at risk of
homelessness, including, but not limited to, providing
rapid rehousing, rental assistance, navigation centers, and the new construction, rehabilitation, and
preservation of permanent and transitional rental
housing.
(ib) Moneys awarded to a local government pursuant
to the competitive grant program shall be used for the
purposes specified in subparagraph (D).
(II) The remaining 10 percent of the moneys specified in this subparagraph shall be allocated equitably among local
jurisdictions that are nonentitlement areas pursuant to the formula specified in Section 5306 of Title 42 of the United States Code for federal Fiscal Year 2017.
(ii) To receive moneys pursuant to this subparagraph, local governments shall document minimum standards including the following:

16 (I) Submit a plan to the department detailing the manner in which allocated funds will be used by the local government in a manner consistent with this paragraph and to meet the local government’s unmet share of the regional housing
needs allocation.
(II) Have a compliant housing element with the state and submit a current annual report pursuant to Section 65400 of the Government Code.
(III) Submit an annual report to the department that provides ongoing tracking of the uses and expenditures of any
allocated funds.
(IV) Funds may be expended for the uses listed in
subparagraph (D). Two or more local governments that
receive an allocation pursuant to this subparagraph may expend those moneys on a joint project that is an authorized use under subparagraph (D).
(V) Prioritize investments that increase the supply of housing to households that are at or below 60 percent of area
median income, adjusted for household size.
(VI) If a local government does not have a documented plan to expend the moneys allocated to it pursuant to this
subparagraph within five years of that allocation, those moneys shall be exempt from the allocation requirements in this paragraph and shall revert to, and be paid and deposited in, the Housing Rehabilitation Loan Fund established
pursuant to Section 50661 to be used for the Multifamily Housing Program (Chapter 6.7 (commencing with Section
50675)) or for technical assistance for local governments. (VII) A local government may petition the department to return any moneys allocated to it pursuant to this
subparagraph. Any moneys returned pursuant to this clause shall be used for the Multifamily Housing Program (Chapter

6.7 (commencing with Section 50675)).
(C) Thirty percent of moneys deposited in the fund shall be made available to the department for use as follows:
(i) Five percent of the moneys deposited in the fund shall, upon appropriation by the Legislature, be used for state incentive programs, including loans and grants administered by the department. If the department receives insufficient funding applications for incentive programs financed pursuant to this clause, the department shall make those funds available for the Multifamily Housing Program (Chapter 6.7 (commencing with Section 50675)).
(ii) (I) Subject to subclause (II), 10 percent of the moneys deposited in the fund shall, upon appropriation by the
Legislature, be used to address affordable homeownership

17 and rental housing opportunities for agricultural workers and their families.
(II) On and after January 1, 2020, housing funded pursuant to this clause shall not be rented, sold, or subleased to an agricultural employer, as defined in Section 1140.4 of the Labor Code, or its agent, or a farm labor contractor, as defined in Section 1682 of the Labor Code, or its agent, who employs at least one H-2A worker, as defined in Section 50205, until the expiration of the regulatory agreement or affordability covenant, as applicable. A person or entity who receives funds made available pursuant to this clause on or after January 1, 2020, and expends any of those funds for the purpose of funding predevelopment of, developing, or operating any housing that is rented, sold, or subleased to an agricultural employer, as defined in Section 1140.4 of the Labor Code, or its agent, or a farm labor contractor, as defined in Section 1682 of the Labor Code, or its agent, and who employs at least one H-2A worker, as defined in Section 50205, until the expiration of the regulatory agreement or affordability covenant, as applicable, shall reimburse the department or other state agency that provided those funds, as provided in paragraph (2) of subdivision (b) of Section 50205. This subclause shall not apply to any contract
entered into or any financial assistance provided pursuant to this clause prior to January 1, 2020.
(III) A person or entity who receives funds made available pursuant to this section on and after January 1, 2020, and expends any of those funds for the purpose of funding
predevelopment of, developing, or operating any housing shall submit a declaration to the department declaring the following:
(ia) (Ia) The person or entity is not an agricultural
employer, as defined in Section 1140.4 of the
Labor Code, or its agent, or a farm labor
contractor, as defined in Section 1682 of the
Labor Code, or its agent, who employs at least
one H-2A worker, as defined in Section 50205.
(Ib) The person or entity will not rent, sell, or
sublease any housing funded pursuant to this
chapter to an agricultural employer, as defined
in Section 1140.4 of the Labor Code, or its
agent, or a farm labor contractor, as defined in
Section 1682 of the Labor Code, or its agent,
who employs at least one H-2A worker, as
defined in Section 50205, until the expiration of

18 the regulatory agreement or affordability
covenant, as applicable.
(ib) The declaration described in sub-subclause (ia)
can be met through the inclusion in a regulatory
agreement or affordability covenant, as applicable,
with the department that is signed by the person or
entity receiving funds pursuant to this chapter.
(iii) Fifteen percent of the moneys deposited in the fund shall, notwithstanding any other provision of this section or Section 13340 of the Government Code, be continuously appropriated to the California Housing Finance Agency for the purpose of creating mixed income multifamily residential housing for lower to moderateincome households pursuant to Chapter 6.7 (commencing with Section 51325) of Part 3.
(D) The moneys in the fund allocated to local governments may be expended for the following purposes:
(i) The predevelopment, development, acquisition, rehabilitation, and preservation of multifamily, residential live-work, rental housing that is affordable to extremely low, very low, low-, and moderateincome households, including necessary operating subsidies. (ii) Affordable rental and ownership housing that meets the needs of a growing workforce earning up to 120 percent of area median income, or 150 percent of area median income in high-cost areas. (iii) Matching portions of funds placed into local or regional housing trust funds.
(iv) Matching portions of funds available through the Low and Moderate Income Housing Asset Fund pursuant to subdivision (d) of Section 34176 of the Health and Safety Code.
(v) Capitalized reserves for services connected to the creation of new permanent supportive housing, including, but not limited to, developments funded through the Veterans Housing and
Homelessness Prevention Bond Act of 2014.
(vi) Assisting persons who are experiencing or at risk of homelessness, including providing rapid rehousing, rental assistance, navigation centers, emergency shelters, and the new construction, rehabilitation, and preservation of permanent and transitional housing.
(vii) Accessibility modifications.
(viii) Efforts to acquire and rehabilitate foreclosed or vacant homes. (ix) Homeownership opportunities, including, but not limited to, downpayment assistance.
(x) Fiscal incentives or matching funds to local agencies that approve new housing for extremely low, very low, low-, and moderate-income households.
(3) A state or local entity that receives an appropriation or allocation pursuant to this chapter shall use no more than 5 percent of that appropriation or allocation

19 for costs related to the administration of the housing program for which the appropriation or allocation was made.
(c) Both of the following shall be paid and deposited in the fund:
(1) Any moneys appropriated and made available by the Legislature for purposes of the fund.
(2) Any other moneys that may be made available to the department for the purposes of the fund from any other source or sources.
(d) In consultation with stakeholders, the department may adopt guidelines to implement this section, including to determine allocation methodologies. Any guideline, rule, policy, or standard of general application employed by the department in implementing this chapter shall not be subject to the requirements of the Administrative Procedure Act (Chapter 3.5 (commencing with Section 11340) of Part 1 of Division 3 of Title 2 of the Government Code).

20 Attachment B: Required Resolution Template
RESOLUTION NO. [insert resolution number]
A RESOLUTION OF THE [INSERT EITHER “CITY COUNCIL” OR “COUNTY BOARD OF SUPERVISORS”] OF [INSERT THE NAME OF THE CITY OR COUNTY] AUTHORIZING APPLICATION FOR, AND RECEIPT OF, Prohousing Incentive Pilot Program funds.

WHEREAS, pursuant to Health and Safety Code 50470 et. Seq, the Department of Housing and Community Development (Department) is authorized to issue Guidelines as part of an incentive program (hereinafter referred
to by the Department as the Prohousing Incentive Pilot Program or “PIP”); and WHEREAS, the [insert either “City Council” or “County Board of Supervisors”] of [insert the name of the City or County] desires to submit a PIP grant application package (“Application”), on the forms provided by the Department, for approval of grant funding for eligible activities toward planning and implementation activities related to housing and community development as a result of meeting eligibility criteria including but not limited to Prohousing Designation; and WHEREAS, the Department has issued Guidelines and Application on XXXXXXXXXXXXX in the amount of $xxxxxxxx for PIP;
Now, therefore, the [insert either “City Council” or “County Board of Supervisors”] of [insert the name of the city or county] (“Applicant”) resolves as follows:

SECTION 1. The [insert the authorized designee’s TITLE ONLY] is hereby authorized and directed to submit an Application to the Department in response to the NOFA, and to apply for the PIP grant funds in a total amount not to exceed $__________;
SECTION 2. In connection with the PIP grant, if the Application is approved by the Department, the [insert the authorized designee’s TITLE ONLY] of the [insert the name of the City or County] is authorized and directed to enter into, execute, and deliver on behalf of the Applicant, a State of California Agreement (Standard Agreement) for the amount of [$ enter the dollar amount of the Applicant’s request], and any and all other documents required or deemed necessary or appropriate to evidence and secure the PIP grant, the Applicant’s obligations related thereto, and all amendments thereto; and SECTION 3. The Applicant shall be subject to the terms and conditions as specified in the Guidelines, and the Standard Agreement provided by the Department after approval. The Application and any and all accompanying documents are incorporated in full as part of the Standard Agreement.

Any and all activities funded, information provided, and timelines represented in the Application will be enforceable through the fully executed Standard Agreement. Pursuant to the Guidelines and in conjunction with the terms of the Standard Agreement, the Applicant hereby agrees to use the funds for eligible uses and allowable expenditures in the manner presented and specifically identified in the approved Application.

ADOPTED ON [insert the date of adoption], by the [insert either “City Council” or “County Board of Supervisors”] of [insert the name of the City or County] by the following vote count:

AYES: NAYS: ABSENT: ABSTAIN:

ATTEST: APPROVED AS TO FORM:
[Signature of Attesting Officer]
___________________________________________APPROVED
[Signature of approval]

21 Attachment C: Definitions
Capitalized terms shall have the meanings set forth below:

A. Department” means the California Department of Housing and Community Development.

B. “Designated Program Year” means the designated time period as indicated in the Notice of Funding Availability (“NOFA”) issued by the Department for each funding round.

C. “Eligible Applicant” means a city, county, or city and county that is in compliance with applicable housing laws as described in section 203 herein.

D. “Extremely Low-Income Households” has the meaning set forth in Health and Safety Code Section 50106.

E. “Low-Income Households” has the meaning set forth for lower-income households in Health and Safety Code Section 50079.5.

F. “Preserved” means units preserved at affordable housing costs to lower-income households by acquisition of the units or the purchase of affordability covenants and restrictions as described in paragraph (2) of subdivision (c) of Section 65583.1 of the Government Code, except that the city, county, or city and county may have committed assistance at any time during the projection period.

G. “Program” means the Prohousing Incentive Program implemented by these Guidelines.

H. “Prohousing Designation” means the Eligible Applicant has fulfilled the criteria codified at CCR Title 25 HCD Div. 1, Chapter 6, Subchapter 6.6, Sections 6600 through 6607, consecutive prohousing-regulation-text.pdf (ca.gov).

I. “Prohousing Designation Score” means the number of points allocated to a jurisdiction as part of the Prohousing Designation Program for the purpose of determining whether the jurisdiction receives designation, per the regulations codified in the California Code of Regulations Title 25 Housing and Community Development, Division 1, Chapter 6, Subchapter 6.6, Sections 6600 through 6607, Consecutive Prohousing Designation Program.

J. “Substantially Rehabilitated” means units at imminent risk of loss to the housing stock which are substantially rehabilitated and therefore represent a net increase in the community’s affordable housing stock as described in paragraph (2) of subdivision (c) of Section 65583.1 of the Government Code, except that the city, county, or city and county may have committed assistance at any time during the projection period.

K. “Very Low-Income Households” has the meaning set forth in Health and Safety Code Section 5015.

22 Attachment D: Geographic Distribution
Geographic Region 2030
Population
Projection
Percent of
2030 State
Population
Percent of
Overall Funds
Available to
Applicants in
Region
Southern California: Imperial, Los
Angeles, Orange, Riverside, San
Bernardino, San Diego and
Ventura
23,251,836 55.6% 41.7%
Bay Area: Alameda, Contra Costa,
Marin, Napa, San Francisco, San
Mateo, Santa Clara, Solano,
Sonoma
8,272,525 19.8% 14.9%
San Joaquin Valley: Fresno, Kern,
Kings, Madera, Merced, San
Joaquin, Stanislaus, Tulare
4,750,970 11.3% 8.5%
Sacramento Area: Amador, El
Dorado, Placer, Sacramento,
Sutter, Yolo, Yuba
2,801,031 6.7% 5%
Central Coast: Monterey, San
Benito, San Luis Obispo, Santa
Barbara, Santa Cruz
1,569,595 3.7% 2.8%
North State and Sierra Nevada:

Alpine, Butte, Calaveras, Colusa,
Del Norte, Glenn, Humboldt, Inyo,
Lake, Lassen, Mariposa,
Mendocino, Modoc, Mono,
Nevada, Plumas, Shasta, Sierra,
Siskiyou, Tehama, Trinity,
Tuolumne
1,214,592 2.9% 2.2%
Totals 41,860,549 100% 75%

RESOLUTION NO. 2023-__

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF UKIAH AUTHORIZING

APPLICATION FOR, AND RECEIPT OF, PROHOUSING INCENTIVE PILOT PROGRAM FUNDS
WHEREAS, pursuant to Health and Safety Code 50470 et. Seq, the Department of Housing and Community Development (Department) is authorized to issue Guidelines as part of an incentive program (hereinafter referred to by the Department as the Prohousing Incentive Pilot Program or “PIP”); and
WHEREAS, the City Council of the City of Ukiah desires to submit a PIP grant application package (“Application”), on the forms provided by the Department, for approval of grant funding for eligible activities toward planning and implementation activities related to housing and community development as a result of meeting eligibility criteria including but not limited to Prohousing Designation; and
WHEREAS, the Department has issued Guidelines and Application on December 15, 2022 in the amount of $25,705,545.65 for PIP;

NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF UKIAH AS FOLLOWS:

1. The City Manager is hereby authorized and directed to submit an Application to the Department in response to the NOFA, and to apply for the PIP grant funds in a total amount not to exceed $455,000;

2. In connection with the PIP grant, if the Application is approved by the Department, the City Manager of the City of Ukiah is authorized and directed to enter into, execute, and deliver on behalf of the Applicant, a State of California Agreement (Standard Agreement) for the amount of $455,000, and any and all other documents required or deemed necessary or appropriate to evidence and secure the PIP grant, the Applicant’s obligations related thereto, and all amendments thereto; and

3. The Applicant shall be subject to the terms and conditions as specified in the Guidelines, and the Standard Agreement provided by the Department after approval. The Application and any and all accompanying documents are incorporated in full as part of the Standard Agreement.

Any and all activities funded, information provided, and timelines represented in the Application will be enforceable through the fully executed Standard Agreement. Pursuant to the Guidelines and in conjunction with the terms of the Standard Agreement, the Applicant hereby agrees to use the funds for eligible uses and allowable expenditures in the manner presented and specifically identified in the approved Application.

ATTACHMENT 2

PASSED AND ADOPTED at a regular meeting of the City Council of the City of Ukiah on this 1st day of March, 2023, by the following roll call vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
_____________________________
Mari Rodin, Mayor
ATTEST: APPROVED AS TO FORM:
___________________________________________APPROVED
Kristine Lawler, City Clerk

Agenda Item No: 14.b.

MEETING DATE/TIME: 3/1/2023
ITEM NO: 2023-2412

AGENDA SUMMARY REPORT
SUBJECT: Approve Plans and Specifications for the Downtown Streetscape and Road Diet Phase 2 Specification 21-01 and Authorize Staff to Issue Bids.

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

1. Ukiah Streetscape Ph II_100% Plans_2023 02-22

2. Ukiah Streetscape Ph II_100% Special Provisions 2023 02-22

3. Ukiah Phase II Eng Est - 100

4. Proj. Area

5. Street Layout

6. Median Example
Summary: Staff is requesting City Council Approval of Plans and Specifications for the Downtown Streetscape and Road Diet Phase 2, and authorize staff to issue bids for Specification Number 21-01.

Background: The Downtown Streetscape and Road Diet Phase 2 (DTS Phase 2) project is the continuation of the Downtown Streetscape and Road Diet project that replaced utilities and renovated the street and pedestrian right of way facilities along State Street from Mill Street to Henry Street. Improvements included the replacement of water and sewer utilities, underground electrical, pedestrian bulbouts, landscaping features, benches and improved traffic signals. Phase 2 aims to expand and continue the project from Henry Street to Norton Street and from Mill Street to Gobbi Street, with an overlay continuing to Cherry Street.

Discussion: City Staff and design consultant GHD Inc. have completed the plans (Attachment 1) and specifications (Attachment 2) for Spec. 21-01 Downtown Streetscape and Road Diet Phase 2 (Phase 2). The engineer's estimate for the project is $10,539,263.00 ($11,593,183 with 10% total contingency). See Attachment 3 for Engineer's Estimate.

Phase 2 of the Downtown Streetscape Project will continue the improved downtown corridor north from Henry Street, including Scott Street and south from Mill Street. Phase 2 will include the replacement of water and sewer utilities, undergrounding of electrical utilities, pedestrian improvements and street reconstruction.

Different lengths of the project will include variations in street and pedestrian features. See Attachment 4 for the entire proposed project area.

Phase 2 includes lane changes similar to Phase 1, as well as the addition of small center medians in areas where width allows and where intersections would not be impacted. A detailed plan of one of these can be found in Attachment 5. See Attachment 6 for an example of a median between Norton St and Scott St. Two other medians will be featured between Gobbi and Mill Streets. The traffic signal at State Street and Norton Street will be replaced with a STOP sign on Norton Street. Scott Street will see water and sewer utility replacement due to aging and failing infrastructure in the area and the road will be rehabilitated rather than a full reconstruction.

It is important to realize that the current complete street concepts are still being incorporated into the final plan sets, and all travel lanes are intended to be eleven feet in width. However, there are areas where aligning with the Phase 1 Streetscape will have transitions that will slightly vary as they merge to the eleven feet widths of

this project. City staff will work with the Complete Streets Ad Hoc to modify and finalize all lane widths.

Staff is recommending that Council approve the plan and specifications for Phase 2. If approved, the project will be sent out to bid. Staff would then prepare a report for council to review and approve the lowest qualified bidder to perform construction.

Recommended Action: Approve Plans and Specifications for the Downtown Streetscape and Road Diet Phase 2 and Authorize Staff to Issue Bids for Specification Number 21-01.

BUDGET AMENDMENT REQUIRED: Yes
CURRENT BUDGET AMOUNT: Measure Y: $2,302,261; 2022 Bonds - Streets: $692,530; Electric general reserves: $883,261; Water general reserves: $1,752,731; Wastewater general reserves: $2,592,021; 2023 CalTrans Grant: $1,369,000
PROPOSED BUDGET AMOUNT: Measure Y: $2,627,512; 2022 Bonds - Streets: $1,468,658; Electric 2022 bonds: $883,261; Water general reserves: $1,489,821; 2022 water bonds: $262,910 Wastewater general reserves:
$2,203,218; 2022 wastewater bonds: $388,803; 2023 CalTrans Grant: $1,669,000 FINANCING SOURCE: Measure Y, 2022 Bonds - Streets, Electric 2022 bonds, Water general reserves, 2022 water bonds, Wastewater general reserves, 2022 wastewater bonds, 2023 CalTrans Grant PREVIOUS CONTRACT/PURCHASE ORDER NO.:

COORDINATED WITH: Finance Department
DIVERSITY-EQUITY INITIATIVES (DEI):

CLIMATE INITIATIVES (CI): 2b – Encourage active transportation as a viable alternative to automobiles.

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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
9/30/23
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

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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BAR IS ONE INCH ON

ORIGINAL DRAWING OF

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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.

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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-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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ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

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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
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.

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"

(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

(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

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

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

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

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

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

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

ELEVATION ELEVATION
606
610
620
606
610
620
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

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

ELEVATION ELEVATION
605
610
620
605
610
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

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'

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.

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'

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.

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.

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