Ukiah City Council
April 19, 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://us06web.zoom.us/j/97199426600 Or you can call in using your telephone only:
• Call (toll free) 1-669-444-9171
• Enter the Access Code: 971 9942 6600
• To Raise Hand enter *9
• To Speak after being recognized: enter *6 to unmute yourself Alternatively, you may view the meeting (without participating) by clicking on the name of the meeting at www.cityofukiah.com/meetings.

April 19, 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 City Council of the City of Ukiah Recognizing the Climate Initiative “Biodiversity in the City.”
Recommended Action: Issue Proclamation
Attachments:

1. Proclamation Biodiversity in the City

5. PETITIONS AND COMMUNICATIONS

6. APPROVAL OF MINUTES

6.a. Approval of the Minutes for the April 5, 2023, Special Meeting.

Recommended Action: Approve the Minutes for the April 5, 2023, Special Meeting.

Attachments:

1. 2023-04-05 Draft Minutes - Special Meeting

6.b. Approval of the Minutes for the April 5, 2023, Regular Meeting.

Recommended Action: Approve the Minutes for the April 5, 2023, Regular Meeting.

Attachments:

1. 2023-04-05 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. Report of Disbursements for the Month of March 2023.

Recommended Action: Approve the Report of Disbursements for the Month of March 2023.

Attachments:

1. March 2023 Summary of Disbursements

2. Account Codes for Reference

3. Object Codes for Reference

4. March 2023 Disbursement Detail

8.b. Authorize City Manager to Negotiate and Execute a Contract Renewal with OpenGov for Software Services.

Recommended Action: Authorize City Manager to negotiate and execute a contract renewal for software services with OpenGov for the purpose of providing online budget presentation and financial reporting.

Attachments:

1. OpenGov Renewal - 4.1.2023

8.c. Consideration and Possible Adoption of an Ordinance Establishing Prezoning Districts for Sixteen (16) City-Owned Properties Within Unincorporated Mendocino County.

Recommended Action: Adopt the Ordinance establishing prezoning districts for 16 City-Owned properties within Unincorporated Mendocino County.

Attachments:

1. Ordinance with Exhibit A

8.d. Consideration of Award of Bid to Ghilotti Construction Company in the Amount of $9,835,445.75 for the Downtown Streetscape, Road Diet and Utilities Project – Phase II, Specification No.21-01, and Approval of Corresponding Budget Amendment.

Recommended Action: Award bid to Ghilotti Construction Company in the amount of $9,835,445.75 for the Downtown Streetscape, Road Diet and Utilities Project – Phase II, Specification No.21-01 and approve corresponding budget amendment.

Attachments:

1. PS&E Approval

2. Bid Tab

3. Low Bid

8.e. Consider Approval of a Three-Year Microsoft Enterprise Licensing Agreement with Dell Marketing, Inc. in the Amount of $140,462.76 Per Year, Plus the Yearly True-up of Installed Licensed Products.

Recommended Action: Approve a three-year Microsoft Enterprise Agreement with Dell for the amount of $140,462.76 per year, plus the yearly true-up of installed licensed products.

Attachments:

1. Dell Quote

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)

13. UNFINISHED BUSINESS

13.a. Status Report of the Emergency Contract with West Coast Fire & Water for Fire Remediation Work at the Electric Utility Service Center at Hastings.

Recommended Action: Receive a status report, and approve the continued work on the emergency contract with West Coast Fire & Water for Fire Remediation Work at the Electric Utility Service Center at Hastings.

Attachments:

1. Pictures

2. West Coast Fire Water - Hastings Fire Remediation Work - 2223-177 - signed

3. Remediation Complete Pics

13.b. Receive Report Regarding the Annual Review of the Ordinance for Shopping Cart Containment and Retrieval, and Provide Direction to Staff as Necessary.

Recommended Action: Receive the annual report and update regarding shopping cart containment and retrieval, and provide direction to Staff as necessary.

Attachments:

1. 1222 - Shopping Cart Regulations

13.c. Approval of Plans and Specifications for the Recycled Water Project Phase 4, Specification 23- 01, and Authorize Staff to Issue Bids.

Recommended Action: Approve Plans and Specifications for the Recycled Water Project Phase 4 and Authorize Staff to Issue Bids for Specification Number 23-01.

Attachments:

1. January 19, 2022, Staff Report

2. Map

3. Drawings Reduced Size

4. Specifications

13.d. Adoption of Resolution Updating City of Ukiah Tree Management Guidelines.

Recommended Action: Adopt Resolution updating the Tree Care Guidelines Attachments:

1. Tree Management Guidelines 2023 DRAFT update_Redline

2. Tree Management Guidelines 2023 DRAFT updateClean

3. Master Tree List Working DraftND_Edit

4. Resolution Tree Guidelines Update

13.e. Receive Annual Report for Ordinance Restricting the Retail Sale of Nitrous Oxide and Provide Additional Direction as Necessary.

Recommended Action: Receive report.

Attachments:

1. Ordinance No. 1220 - Restricting Retail Sales of Nitrous Oxide

14. NEW BUSINESS

14.a. Possible Introduction by Title Only of Ordinance Prohibiting Retail Sales of Flavored Tobacco Products Including Several Clean Up Provisions to Bring the City's Anti-Smoking Regulations into Compliance with Current State Law .

Recommended Action: Introduce by Title Only of Ordinance Prohibiting Retail Sales of Flavored Tobacco Products (including several clean up provisions to bring the City's anti-smoking regulations into compliance with current State law)
Attachments:

1. Flavored Tobacco Ban Redline

2. Flavored Tobacco Ban Clean

14.b. Review Report and Approve Application for Grant Funding from CalTrans Clean CA Grant Program, Adopt Resolution Authorizing the City Manager to Negotiate a Contract if Awarded, and Approve Corresponding Budget Amendments.

Recommended Action: Review report and approve application for grant funding from CalTrans Clean CA Grant Program, adopt resolution authorizing the City Manager to negotiate a contract if awarded, and approve corresponding budget amendments.

Attachments:

1. Job Description Coodinator

2. Oak Manor Garden and RR Map (1)

3. Clean CA Resolution

14.c. Receive Report Regarding SB1383 and the Current Corrective Action Plan (CAP).

Recommended Action: Receive Report Regarding SB1383 and the Current Corrective Action Plan (CAP) and provide direction as may be deemed necessary.

Attachments:

1. Corrective Action Plan

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

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

Attachments:

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

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

15.e. Conference with Legal Counsel – Existing Litigation (Government Code Section 54956.9)
Name of case: Ukiah v. Questex, Mendocino County Superior Court Case No. 15-66036

15.f. Conference with Legal Counsel – Existing Litigation (Government Code Section 54956.9)
Name of case: Jane Doe v. City of Ukiah et al., U.S.D.C. (Eureka Division) Case No. 123-cv009808.

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: 4/14/23

Agenda Item No: 4.a.

MEETING DATE/TIME: 4/19/2023
ITEM NO: 2023-2521

AGENDA SUMMARY REPORT
SUBJECT: Proclamation of the City Council of the City of Ukiah Recognizing the Climate Initiative “Biodiversity in the City.”
DEPARTMENT: Community Services PREPARED BY: Neil Davis, Community Services Director PRESENTER: Mayor Rodin
ATTACHMENTS:

1. Proclamation Biodiversity in the City
Summary: Council will consider issuing a proclamation recognizing the climate initiative “Biodiversity in the City.”
Background: There is a pervasive myth that urban areas have little value to conservation. Public perception of wildlife tends to be tied to natural habitats such as forests, ocean and other wild settings. However, cities can provide habitat for many animals and plants. In the largest global assessment of urban biodiversity to date, published in Proceedings of the Royal Society, researchers examined the biodiversity of urban areas and found that cities are home to a surprising number of species. The study underlines the conservation importance of preserving and creating green spaces when it comes to urban planning.

Despite this myth and general perception, the citizens of Ukiah have long taken action on a wide variety of fronts to promote conservation and biodiversity through community action including awareness days and public events and projects. These efforts have included Earth Day, Arbor Day, Ditch Your Lawn, No Mow May, the Mayor’s Monarch Pledge and others. Taken together, all these events and efforts cumulatively address the larger issue of biodiversity in the city.

Discussion: All of the aforementioned programs have at various times been brought to the Council for recognition. This month, the City Council is acknowledging the cumulative impact of these efforts in an overarching proclamation. Attachment 1 is a Proclamation recognizing the climate initiative “Biodiversity in the City.”

Recommended Action: Issue Proclamation
BUDGET AMENDMENT REQUIRED: no
CURRENT BUDGET AMOUNT: NA
PROPOSED BUDGET AMOUNT: NA
FINANCING SOURCE: NA
PREVIOUS CONTRACT/PURCHASE ORDER NO.:

COORDINATED WITH:

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): 4b – Maintain wild lands.

GENERAL PLAN ELEMENTS (GP):GP-A5 - Environment and Sustainability Element

Attachment 1
Roclamation

CITY OF UKIAH
RECOGNIZING THE CITY OF UKIAH’S COMMITMENT TO PROTECTING AND PROMOTING BIODIVERSITY IN THE CITY.

WHEREAS, Biodiversity is defined asthe variability among living organisms and the ecological complexes of which they are a part, including ecosystem diversity and within and between species; and
WHEREAS, According to the United Nations Convention on Biological Diversity, biodiversity is essential for thriving and resilient ecosystems , upon which we all depend for food, health and well-being, clean air, and clean water; and
WHEREAS, According to Conservation International, our planet's biodiversity is in a state of crisis as species are going extinct at the fastest rate since the dinosaurs ; habitat loss is the top driver of extinction, and California is the only one of the world's 35 biological diversity hotspots (high concentrations of endemic species under threat from humans) located in the United States; and
WHEREAS, The Environment and Sustainability Element of the City of Ukiah’s General Plan and Climate Initiative and the Urban Greenhouse Gas Drawdown goal of the City’s Climate Initiative both emphasize the importance of promoting biodiversity and conserving open undeveloped spaces; and
WHEREAS, Goal 5 of the City’s Diversity, Equity and Inclusion Plan requires essential core elements of policy making address issues of equity; and WHEREAS, failures to consider the environmental impacts of our built environment have a disproportionately great impact on marginalized communities; and WHEREAS, the City recognizes the importance of restoring, monitoring, and maintaining, City properties to ensure robust and interconnected indigenous habitats, natural areas, open spaces, watersheds, and urban forests so that they support a diverse web of life, and mitigate climate change impacts to rare species and communities; and WHEREAS, the City has shown its commitment to biodiversity through past, present, and future plans for participation in Arbor Day, the Mayor’s Monarch Pledge, No Mow May, Ditch Your Lawn, Life Not Lawn, Earth Day and similar Initiatives, THEREFORE BE IT RESOLVED, in order to further elevate conservation and stewardship of local native species and habitats, the City of Ukiah hereby commits to a biodiversity vision including developed and undeveloped spaces within the City limits as well as to support efforts throughout the City’s sphere of influence and commits to continuing support and sponsorship of events and programs such as the Mayor’s Monarch Pledge, Life Not Lawn, Earth Day, Arbor Day, and similar events.

Signed and sealed, this 19th day of April
in the year Two Thousand and Twenty-Three.
____________________________
Mari Rodin
City Council, Mayor

AGENDA ITEM 6a

CITY OF UKIAH

CITY COUNCIL MINUTES
Special Meeting
Virtual Meeting Link: https://zoom.us/j/97199426600
Ukiah, CA 95482
April 5, 2023
4:00 p.m.

1. ROLL CALL AND PLEDGE OF ALLEGIANCE
Ukiah City Council met at a Special Meeting on April 5, 2023, having been legally noticed on March 31, 2023.

The meeting was held virtually at the following link: https://zoom.us/j/97199426600. Mayor Rodin called the meeting to order at 4:00 p.m. Roll was taken with the following Councilmembers Present: Juan V. Orozco, Susan Sher, Josefina Dueňas, and Mari Rodin. Councilmember Absent by Prearrangement: Douglas, F.

Crane. Present: Sage Sangiacomo, City Manager and Kristine Lawler, City Clerk.

MAYOR RODIN PRESIDING.

The Pledge of Allegiance was led by Councilmember Orozco.

2. AUDIENCE COMMENTS ON NON-AGENDA ITEMS
No Public Comment was received.

3. UNFINISHED BUSINESS

4. NEW BUSINESS
a. Mid-Year Departmental Budget and Objectives Progress Review for Fiscal Year 2022-23, Review of Draft Objectives, and review of Individual Departmental Five-Year Capital Improvement Plan Updates for Fiscal Year 2023-24.

DEPARTMENT REPORTS:

Water Resources – Sean White, Water Resources Director (4:03 p.m.) Water Services (5:20 p.m.)
Wastewater Services (4:14 p.m.)
Recycle Water Services (4:17 p.m.)
Public Works – Tim Eriksen, Public Works Director/City Engineer Fleet and Plant Maintenance (aka Garage) (4:24 p.m.)
Engineering (4:26 p.m.)
Corp Yard (4:28 p.m.)
Landfill (4:30 p.m.)
Streets (4:35 p.m.)
Building & Grounds Maintenance (4:40 p.m.)
Community Services Department – Neil Davis, Community Services Director Overview – (5:05 p.m.)
Alex Rorabaugh Recreation Center (ARRC) (5:06 p.m.)
Parks (5:07 p.m.)
Aquatics (4:14 p.m.)
Golf (4:15 p.m.)
Conference Center (5:16 p.m.)
Museum (5:18 p.m.)
Recreation (5:23 p.m.)
CIP (5:34 p.m.)

5. ADJOURNMENT
There being no further business, the meeting adjourned at 5:40 p.m. ________________________________
Kristine Lawler, CMC

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
April 5, 2023
6:00 p.m.

1. ROLL CALL
Ukiah City Council met at a Regular Meeting on April 5, 2023, having been legally noticed on March 31, 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, Josefina Dueňas, and Mari Rodin. Councilmember Absent by Prearrangement: Douglas, F. Crane. 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 Orozco.

3. AB 2449 NOTIFICATIONS AND CONSIDERATIONS

4. PROCLAMATIONS/INTRODUCTIONS/PRESENTATIONS
a. Proclamation Recognizing April 9th – 15th as National Public Safety Telecommunicators Week in the City of Ukiah.

Presenter: Mayor Rodin.

Staff Comment: Chief Crook.

Proclamation was received by Tracey Porter, Communications/Records Manager and Tiffany Breece, Dispatch Supervisor.
b. Proclamation Recognizing April as Arts, Creativity, and Culture Month.

Presenter: Councilmember Sher.

Proclamation was received by Alyssum Wier, Mendocino County Arts Council Executive Director. c. Proclamation Declaring April 2023 as Sexual Assault Awareness in the City of Ukiah.

Presenter: Vice Mayor Duenas.

Proclamation was received by Jamie Pitman, Project Sanctuary Community Prevention Educator.

5. PETITIONS AND COMMUNICATIONS
City Clerk, Kristine Lawler, stated that all communications had been distributed.

City Council Minutes for April 5, 2023, Continued:

6. APPROVAL OF MINUTES
a. Approval of the Minutes for the March 15, 2023, Special Meeting. b. Approval of the Minutes for the March 15, 2023, Regular Meeting.

Motion/Second: Orozco/Sher to approve Minutes of March 15, 2023, a special and regular meetings, as submitted. Motion carried by the following roll call votes: AYES: Orozco, Sher, Dueňas, and Rodin. NOES: None. ABSENT: Crane. ABSTAIN: None.

7. RIGHT TO APPEAL DECISION

8. CONSENT CALENDAR
a. Approval of Notice of Completion of the Electric Service Center-Site Work, Specification 16-07, and Approve Final Payment of the 5% Retention to CWS Construction Group, Inc – Electric Utility.
b. Authorize City Manager to Negotiate and Execute Memorandum of Agreement (COU No. 2223- 184) with Ukiah Adventist Hospital to Allow Participation in 340B Program, a Charitable Drug Discount Program – Administration.
c. Approval Notice of Completion for Granite Construction Company for the State Street and Dora Street Rehabilitation Project, and Direct the City Clerk to File the Notice of Completion with the County Recorder – Public Works.
d. Adoption of Resolution (2023-16) of the City Council Authorizing the City Manager to Execute Current and Future Participation Documents for the National Opioid Settlements - Administration.
e. Approve a Budget Amendment (COU No. 2223-185) for a Contract with GSM Landscape to Prepare a Landscape Plan for McGarvey Park – Community Services. f. Award Bid to MARZ Engineering in the Amount of $113,499.84 for Specification 23-03 - Todd Grove Park Public Barbecue Facility Reconstruction – Community Services – Pulled by Pinky Kushner (public member) and placed as Agenda Item 14d.

g. Consideration of a Donation of Real Property on Cherry Court (APN 003-050-41) from Peggy White and Authorization of the City Manager to Negotiate and Execute the Corresponding Donation Agreement (COU No. 2223-186); and Approval for the Closing Costs in the Amount of Approximately $1,200 - Administration.
h. Receive Report Regarding the Appeal Process that the City has Undertaken in Opposition to FEMA's Proposed Adjustments to the Flood Maps that Affect Properties in the City of Ukiah and Provide/Authorize any other Direction Deemed Necessary – Public Works. i. Approve the Purchase of a Three-Year SCADA Software Subscription Renewal (COU No. 2223-187) for the Water Treatment Plant with E&M Electric in the Amount of $63,545 – Water Resources.
j. Consideration of Nomination and Possible Adoption of a Resolution (2023-17) Appointing Joe Scriven to the Public Spaces Commission – City Clerk.
k. Approval of Assignment of Agreement (COU No. 2223-188) for Web-based Electric Vehicle Resource Toolkit and Design Services to CLEAResult Consulting Inc. and Authorize the City Manager to Execute any Corresponding Documents – Electric Utility.

City Council Minutes for April 5, 2023, Continued:

l. Approval of Contract Amendment (COU No. 1516-143-A6) with Ukiah Waste Solutions for Biosolids Removal at the Wastewater Treatment Plant – Water Resources.

Staff Comment: Maya Simerson – Agenda Item 8g.

Motion/Second: Orozco/Sher to approve Consent Calendar Items 8a-e and 8g-l, as submitted.

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

None. ABSENT: Crane. ABSTAIN: None.

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

10. COUNCIL REPORTS
Presenters: Councilmember Orozco, Vice Mayor Duenas, and Councilmember Sher.

11. CITY MANAGER/CITY CLERK REPORTS
Presenter:
4th Quarter review with HdL Coren & Cone (sales tax consultants) – Sage Sangiacomo, City Manager.

12. PUBLIC HEARINGS (6:15 PM)
a. Adoption of Resolution Prezoning City-Owned Properties within Unincorporated Mendocino County, Introduction of Ordinance by Title Only Establishing Prezoning Districts, and Approval of Community Development Director Determination that the Aforementioned Actions Qualify for a CEQA Exemption.

Presenter: Jesse Davis, Chief Planning Manager.

PUBLIC HEARING OPENED AT 7:02 P.M.

Public Comment: Susan Knopf.

PUBLIC HEARING CLOSED AT 7:04 P.M.

Motion/Second: Sher/Duenas to approve the Community Development Director’s Determination that the Aforementioned Actions Qualify for a CEQA Exemption. Motion carried by the following roll call votes: AYES: Orozco, Sher, Dueňas, and Rodin. NOES: None. ABSENT: Crane. ABSTAIN:

None.

Motion/Second: Duenas/Sher to adopt a Resolution (2023-18) to Prezone Sixteen (16) Parcels.

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

None. ABSENT: Crane. ABSTAIN: None.

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

None.

UNCODIFIED ORDINANCE OF THE CITY COUNCIL OF THE CITY OF UKIAH TO PREZONE

CERTAIN PARCELS IN ASSOCIATION WITH THE ANNEXATION OF CITY-OWNED

PROPERTIES WITHIN UNINCORPORATED MENDOCINO COUNTY
Motion/Second: Sher/Duenas to introduce Ordinance Establish Prezoning Districts. Motion carried by the following roll call votes: AYES: Orozco, Sher, Dueňas, and Rodin. NOES: None. ABSENT:

Crane. ABSTAIN: None.

City Council Minutes for April 5, 2023, Continued:

13. UNFINISHED BUSINESS
a. Adoption of an Ordinance Amending Various Sections of Ukiah City Code to Permit OnSite Consumption at Cannabis Dispensaries.

Presenter: Jesse Davis, Chief Planning Manager.

Public Comment: Robert Werra.

Motion/Second: Sher/Orozco to adopt an Ordinance Amending Various Sections of Ukiah City Code to Permit On-Site Consumption at Cannabis Dispensaries. Motion carried by the following roll call votes: AYES: Orozco, Sher, and Rodin. NOES: Dueňas. ABSENT: Crane. ABSTAIN: None.

ORDINANCE NO.1230

ORDINANCE OF THE CITY COUNCIL OF THE CITY OF UKIAH AMENDING VARIOUS SECTIONS

OF THE UKIAH CITY CODE TO PERMIT AND REGULATE CANNABIS CONSUMPTION AREAS

AT COMMERCIAL CANNABIS RETAIL BUSINESSES AND CANNABIS MICROBUSINESSES b. Award Professional Services Agreement to LDA Partners, Inc. in the Amount of $68,800 to Prepare the Feasibility Study for the Corporation Yard Design.

Presenter: Tim Eriksen, Public Works Director/City Engineer.

Public Comment: Pinky Kushner.

Motion/Second: Rodin/Duenas to award professional services agreement (COU No. 2223-189) to LDA Partners, Inc. in the amount of $68,800 to prepare the Feasibility Study for the Corporation Yard design. Motion carried by the following roll call votes: AYES: Orozco, Sher, Dueňas, and Rodin.

NOES: None. ABSENT: Crane. ABSTAIN: None.
c. Consideration of Approval and Authorization for the City Manager to Negotiate and Execute the Services Agreement between the City of Ukiah and Mendocino Solid Waste Management Authority (MSWMA) to Provide General Manager and Related Administrative Services to MSWMA; that will Restructure the Operation of MSWMA.

Presenter: Tim Eriksen, Public Works Director/City Engineer.

Public Comment:

Motion/Second: Duenas/Sher to approve and authorize the City Manager to negotiate and execute the services agreement (COU No. 2223-190) between the City of Ukiah and Mendocino Solid Waste Management Authority (MSWMA) to provide general manager and related administrative services to MSWMA; that will restructure the operation of MSWMA; dependent on the action to approve the same agreement, by MSWMA at their regular Board meeting on April 20, 2023. Motion carried by the following roll call votes: AYES: Orozco, Sher, Dueňas, and Rodin. NOES: None. ABSENT:

Crane. ABSTAIN: None.

RECESS: 7:58 – 8:08 P.M.

14. NEW BUSINESS
Council Consensus to move agenda item 14d before item 14a.

City Council Minutes for April 5, 2023, Continued:

d. Award Bid to MARZ Engineering in the Amount of $113,499.84 for Specification 23-03 - Todd Grove Park Public Barbecue Facility Reconstruction – From Consent Calendar Agenda Item 8f.

Presenter: Neil Davis, Community Services Director.

Public Comment: Pinky Kushner.

Motion/Second: Orozco/Sher to award bid (COU No. 2223-191) to MARZ Engineering in the amount of $113,499.84 for Specification 23-03 Todd Grove Park public BBQ Facility Reconstruction.

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

None. ABSENT: Crane. ABSTAIN: None.
a. Consideration of Purchase of Real Property Near Doolan Canyon Drive (APN 003-260-01- 00 and 003-500-14-00) from Eric Douglas Crane and the Francine Crane Selim Separate Property Trust in the Amount of $402,400; and Authorization of the City Manager to Negotiate and Execute the Corresponding Lease Agreement with Option to Purchase; and Approval for Associated Closing Costs.

Presenter: Maya Simerson, Project and Grant Administrator.

Public Comment: Robert Werra.

Staff Comment: Neil Davis, Community Services Director.

Motion/Second: Orozco/Duenas to approve purchase of real property near Doolan Canyon Drive (APN 003-260-01-00 and 003-500-14-00) from Eric Douglas Crane and the Francine Crane Selim Separate Property Trust in the amount of $402,400 (including closing costs); and authorize the City Manager to negotiate and execute the corresponding Lease Agreement (COU No. 2223-192) with Option to Purchase. Motion carried by the following roll call votes: AYES: Orozco, Sher, Dueňas, and Rodin. NOES: None. ABSENT: Crane. ABSTAIN: None.
b. Report an Emergency Contract with West Coast Fire & Water for Fire Remediation Work at the Electric Utility Service Center at Hastings
Presenters: Cindy Sauers, Electric Utility Director and Mary Horger, Financial Services Manager.

Motion/Second: Orozco/Sher to receive report on an emergency contract (COU No. 2223.193) with West Coast Fire & Water for Fire Remediation Work at the Electric Utility Service Center at Hastings, and approve the work to continue under these emergency circumstances. Motion carried by the following roll call votes: AYES: Orozco, Sher, Dueňas, and Rodin. NOES: None. ABSENT: Crane.

ABSTAIN: None.
c. 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).

Presenter: Mayor Rodin.

Mayor Directive to assign Councilmember Sher as the Alternate Commissioner for the Mendocino Solid Waste Management Authority (MSWMA) Commission.

THE CITY COUNCIL ADJOURNED TO CLOSED SESSION AT 9:25 P.M.

City Council Minutes for April 5, 2023, Continued:

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 – 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
c. Conference with Legal Counsel – Existing Litigation
(Government Code Section 54956.9(d)(1))
Name of case: Vichy Springs Resort v. City of Ukiah, Et Al; Case No. SCUK-CVPT-2018- 70200
d. Conference with Legal Counsel – Existing Litigation
(Government Code Section 54956.9(d)(1))
Name of case: Russian River Keepers et al. v. City of Ukiah, Case No. SCUK-CVPT-20- 74612
e. Conference with Legal Counsel – Existing Litigation
(Government Code Section 54956.9(d)(1))
Name of case: Ukiah v. Questex, Mendocino County Superior Court Case No. 15-66036 f. Conference with Legal Counsel – Existing Litigation
(Government Code Section 54956.9(d)(1))
Name of case: Jane Doe v. City of Ukiah et al., U.S.D.C. (Eureka Division) Case No. 123-cv009808. g. 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
h. Public Employee Performance Evaluation
(Government Code Section 54956
Title: City Manager
i Conference with Labor Negotiator (54957.6)
Agency Representative: Sage Sangiacomo, City Manager
Employee Organizations: All Bargaining Units
No report out; direction given to Staff.

16. ADJOURNMENT
There being no further business, the meeting adjourned at 10:15 p.m. ________________________________
Kristine Lawler, CMC

Agenda Item No: 8.a.

MEETING DATE/TIME: 4/19/2023
ITEM NO: 2022-1479

AGENDA SUMMARY REPORT
SUBJECT: Report of Disbursements for the Month of March 2023.

DEPARTMENT: Finance PREPARED BY: Candice Rasmason, Accounts Payable PRESENTER: Consent Calendar
ATTACHMENTS:

1. March 2023 Summary of Disbursements

2. Account Codes for Reference

3. Object Codes for Reference

4. March 2023 Disbursement Detail
Summary: The Council will review and consider approval of the Report of Disbursements for the month of March 2023.

Background: Payments made during the month of March 2023 are summarized in the Report of Disbursements. Further detail is supplied on the Schedule of Bills, representing the five (5) individual payment cycles within the month.

Accounts Payable Check Numbers (City & UVFA): 3051851-3051928; 3051929-3052036; 3052037-3052145; 3052146-3052243; 3052244-3052328
Accounts Payable Wire Transfers: 82-85
Payroll Check Numbers: 512867-512949; 512957-51303
Payroll Manual Check Numbers: 512950-512956
Direct Deposit Numbers: 118006-118326; 118327-118640
Manual Direct Deposit Numbers: N/A
Void Check Numbers: 3049861, 3051777, 3046719, 3049901, 3050765, 3052130, 3051630, 3052204 Void Direct Deposit Numbers: N/A
Discussion: This report is submitted in accordance with Ukiah City Code Division 1, Chapter 7, Article 1.

Attachment #1: March 2023 Summary of Disbursements
Attachment #2: Account Codes for Reference
Attachment #3: Object Codes for Reference
Attachment #4: March 2023 Disbursement Detail

Recommended Action: Approve the Report of Disbursements for the Month of March 2023.

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
DIVERSITY-EQUITY INITIATIVES (DEI):

CLIMATE INITIATIVES (CI):

GENERAL PLAN ELEMENTS (GP):

Attachment 1
FUNDS:
100 General Fund $260,166.85 700 Sanitary Disposal Site Fund $22,057.27 101 GF-(Sub-Fund) Visit Ukiah 701 Landfill Corrective Fund 105 GF-(Sub-Fund) Fire Authority $337,350.47 702 Disposal Closure Reserve Fund 110 Special General Fund 704 Post Closure Fund - Solid Waste 120 Streets Capital Improvement $7,992.63 710 Ambulance Services Fund $27,125.16 130 Gov'tl Debt SVC/Reserve Fund $2,121,770.01 720 Golf Fund $2,404.92 131 Debt Service Reserve 2022 LRB $2,249,881.25 730 Confernence Center Fund $9,925.54 200 City Adminstrative Services $88,904.04 750 Visit Ukiah 201 Worker's Comp Fund 777 Airport Fund $111,109.13
202 Liability Fund 778 Airport Capital Improvement Fund $28,492.40 203 Garage Fund $13,316.17 779 Special Aviation Fund
204 Purchasing Fund $22,210.71 800 Electric Fund $496,476.92 205 Billing & Collections Fund $20,248.14 801 Electric Capital Reserve Fund $25,910.86 206 Public Safety Dispatch Fund $3,959.36 803 Lake Mendocino Bond Reserve 207 Payroll Posting Fund $331,197.04 805 Street Lighting Fund $72.62 208 Building Maintenance/Corp Yard Fund $211,989.42 806 Public Benefits Fund $8,245.01 209 IT Fund $73,384.08 807 Cap and Trade
220 Equipment Reserve Fund 820 Water Fund $109,527.70
249 City Housing Bond Proceeds 822 Water Capital Improvement Fund 250 Special Revenue Fund 830 Recycled Water Fund $111,744.97 251 Special Projects Reserve Fund 840 City/District Sewer Fund $588,831.89 252 Streets/ROW Improvement Fund $302,914.51 841 Sewer Contruction Fund $999,532.16 253 CITY PROP 172 843 Sewer Capital Fund
300 Park Development Fund $2,814.00 900 Special Deposit Trust $28,944.75 301 Anton Stadium Fund $0.00 901 General Service (Accts Recv) $224.03 302 Observatory Park Fund 902 U.S.W. Billing & Collection $59,546.82 304 Swimming Pool Fund $0.00 903 Public Safety - AB 109 $0.00 305 Riverside Park Fund $0.00 905 Federal Emergency Shelter Grant 306 Skate Park Fund $0.00 905 Mendocino Emergency Service Authority 310 Museum Grants 911 Russian River Watershed Association $33,671.04 311 Alex Rorbaugh Recreation Center Fund $3,847.96 915 UVFD $895.39 312 Downtown Business Improvement Fund 916 UVFD PROP 172 313 LMIHF Housing Asset Fund 917 UVFD Measure B
314 Winter Special Events $8,338.02 918 UVFD Mitigation $1,742.34 315 Advanced Planning Fund 940 Sanitation District Special Fund 316 SPECIAL RECREATION EVENTS $1,000.00 942 Rate Stabilization - UVSD Fund 500 2106 Gas Tax Fund 943 Sanitation District Capital Improvement Fund 501 2107 Gas Tax Fund 952 REDIP Sewer Enterprise Fund
503 2105 Gas Tax Fund 960 Community Redevelopment Agency 505 Signalization Fund 961 RDA Housing Pass-Through
506 Bridge Fund 962 Redevelopment Housing Fund
507 1998 STIP Augmentation Fund 963 Housing Debt
508 SB325 Reimbursement Fund 964 RDA Capital Pass-Through 509 S.T.P. Fund 965 Redevelopment Capital Improvement Fund 510 Trans-Traffic Congest Relief Fund 966 Redevelopment Debt Service 511 Rail Trail Fund $93,847.43 967 Housing Bond Proceeds 600 Community Development Block Grant 968 Non-Housing Bond Proceeds 601 EDBG 94-333 Revolving Loan 969 RDA Obligation Retirement Fund 602 Community Development Fund 844/944 Sewer Capital Projects Fund $21,851.94 603 08-HOME-4688
604 CDBG Grant 09-STBG-6417
605 11-HOME-7654 Fund $0.00
606 CDBG Grant 10-EDEF-7261
607 Prop 84 Grant Fund
609 13-CDBG-8940
610 City RDA Projects Fund Retainage Withheld $16,466.82 613 Home Program Activities 611 CDBG 16-CDBG-11147 $2,225.00 620 CASP Train
630 Asset Seizure Fund $2,500.00
631 Asset Seizure Fund (Drug/Alcohol)
633 H & S Education 11489(B)(2)(A1)
634 Federal Asset Seizure Grants $2,285.39
635 SUP Law Enforcement Service Fund
636 CBTHP Officer
637 Local Law Enforcement Block Grant
638 Asset Forfeiture 11470.2 H & S
639 Special Revenue - Police
640 Parking District Fund $623.36
670 Federal American Rescue Fund
691 Museum Fund
695 Transfer Station Fund
696 Solid Waste Mitigation Fund
PAYROLL CHECK NUMBERS: 512867-512949 TOTAL DEMAND PAYMENTS- A/P CHECKS $8,867,565.52 DIRECT DEPOSIT NUMBERS: 118006-118326 TOTAL DEMAND PAYMENTS- EFT's $0.00 PAYROLL PERIOD: 2/19/23-3/4/23 TOTAL PAYROLL CHECKS & DIRECT DEPOSITS $1,306,780.83 PAYROLL CHECK NUMBERS: 512957-513030 TOTAL PAYROLL EFT's (TAXES, PERS, VENDORS) $704,238.36 DIRECT DEPOSIT NUMBERS: 118327-118640 * vendor name( if applicable) PAYROLL PERIOD: 3/5/23-3/18/23
PAYROLL CHECK NUMBERS:

DIRECT DEPOST NUMBERS:

PAYROLL PERIOD:

VOID CHECK NUMBERS: TOTAL PAYMENTS $10,878,584.71
3049861, 3051777, 3046719, 3049901
3050765, 3052130, 3051630, 3052204
512950-512956
WIRE TRANSFER NUMBERS:
82-85

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

City Clerk

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

CITY OF UKIAH

REPORT OF DISBURSEMENTS

REGISTER OF PAYROLL AND DEMAND PAYMENTS

FOR THE MONTH OF MARCH

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

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

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

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

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

Attachment 4

Agenda Item No: 8.b.

MEETING DATE/TIME: 4/19/2023
ITEM NO: 2023-2541

AGENDA SUMMARY REPORT
SUBJECT: Authorize City Manager to Negotiate and Execute a Contract Renewal with OpenGov for Software Services.

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

1. OpenGov Renewal - 4.1.2023
Summary: Staff is seeking Council approval to renew the existing contract with OpenGov for additional three years.

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

Discussion: The Finance Department would like to continue using the OpenGov platform for budget presentation and financial reporting. The original contract covered the period from April 1, 2018 and expired on March 31, 2023.

The new contract goes back to April 1, 2023 and will expire on March 31, 2026. The total contract cost for three years is $78,450. The amount due for the first year is $24,885.

Staff recommends that Council approve the City Manager to negotiate and execute a three-year contract renewal with OpenGov (Attachment 1). The budget is available for the first year, and will be rebudgeted in future years for the life of the contract.

Recommended Action: Authorize City Manager to negotiate and execute a contract renewal for software services with OpenGov for the purpose of providing online budget presentation and financial reporting.

BUDGET AMENDMENT REQUIRED: No
CURRENT BUDGET AMOUNT: 20013401.54320: $25,278
PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: Fund 200
PREVIOUS CONTRACT/PURCHASE ORDER NO.: C# 1718-201
COORDINATED WITH: Dan Buffalo, Finance Director, and Mary Horger, Financial Services Manager DIVERSITY-EQUITY INITIATIVES (DEI): Goal 6 – Ensure accountability in the implementation of goals and assessment of progress toward outcomes
CLIMATE INITIATIVES (CI): 8a – Information Technology.

GENERAL PLAN ELEMENTS (GP): N/A

ATTACHMENT 1

Agenda Item No: 8.c.

MEETING DATE/TIME: 4/19/2023
ITEM NO: 2023-2551

AGENDA SUMMARY REPORT
SUBJECT: Consideration and Possible Adoption of an Ordinance Establishing Prezoning Districts for Sixteen (16) City-Owned Properties Within Unincorporated Mendocino County.

DEPARTMENT: Community
Development PREPARED BY: Jesse Davis, Planning Manager, Craig Schlatter, Community Development Director PRESENTER: Jesse Davis, Chief Planning Manager
ATTACHMENTS:

1. Ordinance with Exhibit A
Summary: The Council will consider adoption of an Ordinance establishing "Public Facilities" (PF) and Agricultural Combining District (-A) Prezoning districts for 16 City-owned properties within unincorporated Mendocino County.

Background: On November 4, 2020, the City Council adopted Resolution No. 2020-61. By adopting this resolution, the City of Ukiah approved submittal to the Mendocino LAFCo of an application that requested annexation of previously acquired properties utilized for public purposes. The application for annexation was subsequently submitted to LAFCo on March 23, 2021. As part of that review, clarifications and corrections were requested by LAFCo to rectify errant assessor parcel numbers and incorrectly identified properties. For the remainder of 2021, the City worked to address LAFCo's requested clarifications and needed corrections.

On January 19, 2022, the City Council adopted Resolution 2022-04, which allowed a revised application to be submitted to LAFCo. Since that time, Staff has worked to address additional clarifications and corrections requested by LAFCo and County staff. At this stage, the clarifications and corrections are not particular to the parcels identified for annexation, but rather ancillary issues, such as taxes, as well as metes and bounds revisions not associated with the parcels identified for annexation.

On March 22, 2023, the Planning Commission (PC) unanimously adopted PC Resolution No. 2023-02, recommending Council approval of the proposed prezoning for the City-owned annexation application. While Prezoning these parcels is not particularly required or identified as an incomplete consideration for LAFCO File No. A-2021-01, the City seeks to clarify the applied zoning for parcels with active agricultural considerations, as well as to ensure that its annexation request remains active.

On April 5, 2023, the City Council adopted Resolution No. 2023-18 to prezone the City-owned properties, and unanimously voted to introduce by title only the Ordinance to establish the prezoning districts.

Discussion: The purpose of this agenda item is to fulfil the requirement of a second reading in order to adopt the Ordinance (Attachment 1). No revisions to the Ordinance are proposed since it was introduced on April 5, 2023. Staff recommends the Council adopt the Ordinance establishing rezoning districts for 16 City-owned properties within unincorporated Mendocino County.

Recommended Action: Adopt the Ordinance establishing prezoning districts for 16 City-Owned properties within Unincorporated Mendocino County.

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: Multiple
2040 GENERAL PLAN: Multiple
CLIMATE INITIATIVES (CI): Multiple
GENERAL PLAN ELEMENTS (GP):

ORDINANCE NO.

UNCODIFIED ORDINANCE OF THE CITY COUNCIL OF THE CITY OF UKIAH TO PREZONE

CERTAIN PARCELS IN ASSOCIATION WITH THE ANNEXATION OF CITY-OWNED

PROPERTIES WITHIN UNINCORPORATED MENDOCINO COUNTY
The City Council of the City of Ukiah hereby ordains as follows:

SECTION ONE. FINDINGS

1. The City of Ukiah proposes to annex approximately 451 acres, including the following APNs in unincorporated Mendocino County that the City currently owns and utilizes for public services, purposes and utilities:
 Area 1: APN 178-130-01 for remediation of a former refuse disposal area; Public Facilities (PF).
 Area 2: APNs 156-240-02; 156-240-13 for natural resource conservation area; PF.  Area 3: APNs 003-330-68; 003-330-69; 003-330-70 for airports and aviation-related functions and uses; PF.
 Area 4: APNs 184-080-36; 184-080-37; 184-090-01; 184-090-07;184-100-04; 184- 080-40; 184-100-05; 184-090-06 for public utility facilities and uses (recycled water distribution) and agricultural uses incidental or accessory to allowed uses (ongoing lease for agricultural purposes per GC 37382); PF and Agricultural Combining District (-A).
 Area 5: APNs 184-150-01; 184-140-13 for public utility facilities and uses (Wastewater) and refuse disposal and refuse transfer stations; PF.

2. Government Code Section 65859 allows the City to adopt a zoning district for land outside of the city limits in anticipation of annexation and development, i.e. prezone.

SECTION TWO.

The City Council of the City of Ukiah hereby ordains that:

1. City-owned annexation area and prezoning were identified within the 2040 General Plan EIR, which adequately addresses the potential environmental impacts of the proposed prezoning for the purposes of CEQA. The actions adopted by Council related to the prezoning also qualify for exemption under CEQA Guidelines §15319 and §15320.

2. The proposed prezoning would not be detrimental to the public interest, health, safety, convenience, or welfare of the City.

3. The proposed prezoning is consistent with Government Code Section 65859 and Ukiah City Code Section 9267.

4. A list and maps of the affected territories depicted on Exhibit A, List of parcels and prezoning Maps, attached hereto and by reference incorporated herein.

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 ATTACHMENT 1

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: Section 2 and 3 of this ordinance shall become effective as of the date that the annexation City-Owned properties becomes final.

Introduced by title only on April 5, 2023, by the following roll call vote:

AYES: Mayor Rodin, Vice-Mayor Duenas, Councilmembers Orozco NOES:

ABSENT: Councilmember Crane
ABSTAIN:

Adopted on April 19, 2023, by the following roll call vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

Mari Rodin, Mayor
ATTEST:

Kristine Lawler, City Clerk
Exhibit A: Parcel List and Prezone Maps

APN Owner SITUS Acreage Info - County PBS County Zoning County General Plan Proposed General Plan Proposed Zoning Area Number Current Status Public Facilities Use Water
District
Sanitation
District
Airport
Zone
178-130-01 City of Ukiah 3100 Vichy Springs Road ±300
APN: 178-130-01
Acres: 301.2
Property Address: 3100 VICHY SPRINGS RD
Owner: CITY OF UKIAH
Public Facilities (PF) Public Services Public (P) Public Facilities (PF) 1 Previous Landfill Refuse disposal/recycling areas, and refuse transfer stations and similar uses.

N/A N/A None
156-240-02 City of Ukiah N/A ±1
APN: 156-240-02
Acres: 1.00±
Property Address: N/A
Owner: CITY OF UKIAH
Upland Residential
(UR:40) Remote Residential (RMR40) Public (P) Public Facilities (PF) 2 Open-Space Conservation and natural resource conservation areas N/A N/A OAE 156-240-13 City of Ukiah 1970 W Standley Ave 33.8
APN: 156-240-13
Acres: 33.8
Property Address: 1970 WE STANDLEY AVE
Owner: CITY OF UKIAH
Upland Residential
(UR:40) Remote Residential (RMR40) Public (P) Public Facilities (PF) 2 Open-Space Conservation and natural resource conservation areas N/A N/A OAE 003-330-68 City of Ukiah 1601 S State Street 1.9
APN: 003-330-68
Acres: 1.9±
Property Address: 1601 SO STATE ST
Owner: CITY OF UKIAH
Limited Commercial
(C1) Commercial Public (P) Public Facilities (PF) 3 Airport Airports and aviation-related functions and uses Willow Water UVSD Zones 5 &6
003-330-69
Aviation Ukiah
(Leased) 1601 S State Street 0
APN: 003-330-70
Acres: 0.00±
Property Address: 1601 SO STATE ST
City: UK
Leasee: AVIATION UKIAH
Limited Commercial
(C1) Commercial Public (P) Public Facilities (PF) 3 Airport Airports and aviation-related functions and uses Willow Water UVSD Zones 5 &6
003-330-70
Aviation Ukiah
(Leased) 1601 S State Street 0
APN: 003-330-69
Acres: 0.00±
Property Address: 1601 SO STATE ST
City: UK
Leasee: AVIATION UKIAH
Limited Commercial
(C1) Commercial Public (P) Public Facilities (PF) 3 Airport Airports and aviation-related functions and uses Willow Water UVSD Zones 5 & 6
184-080-36 City of Ukiah 341 Norgard Lane 2.8
APN: 184-080-36
Acres: 2.80±
Property Address: 341 NORGARD LN
Owner: CITY OF UKIAH
Agriculture (AG:40) Agricultural Public (P) Public Facilities (PF); AgriculturalCombining (-A) 4 Recycled Water
Distribution;
Recycled Water Distribution; Ongoing lease for
agricultural purposes per GC 37382
N/A N/A Zones
3 & 6
184-080-37 City of Ukiah 341 Norgard Lane 4.5
APN: 184-080-37
Acres: 4.50±
Property Address: 341 NORGARD LN
Owner: CITY OF UKIAH
Agriculture (AG:40) Agricultural Public (P) Public Facilities (PF); Agricultural Combining (-A) 4 Recycled Water Distribution; Recycled Water Distribution; Ongoing lease for
agricultural purposes per GC 37382
N/A UVSD Zone 3
184-090-01 City of Ukiah N/A 4
APN: 184-090-01
Acres: 4.00±
Property Address:

Owner: CITY OF UKIAH
Agriculture (AG:40) Agricultural Public (P) Public Facilities (PF); Agricultural Combining (-A) 4 Recycled Water
Distribution;
Recycled Water Distribution; Ongoing lease for
agricultural purposes per GC 37382
N/A UVSD Zone 3
184-090-07 City of Ukiah N/A 13.92
APN: 184-090-07
Acres: 13.92±
Property Address: N/A
Owner: CITY OF UKIAH
Agriculture (AG:40) Agricultural Public (P) Public Facilities (PF); Agricultural Combining (-A) 4 Recycled Water Distribution; Recycled Water Distribution; Ongoing lease for
agricultural purposes per GC 37382
N/A N/A Zones
3 & 6
184-100-04 City of Ukiah N/A 10.52
APN: 184-100-04
Acres: 10.52±
Property Address: N/A
Owner: CITY OF UKIAH
Agriculture (AG:40) Agricultural Public (P) Public Facilities (PF) 4 Recycled Water Distribution; Recycled Water Distribution N/A N/A Zone 3 184-080-40 City of Ukiah 381 Norgard Lane 0.12
APN: 184-080-40
Acres: 0.12±
Property Address: 381 NORGARD LN
Owner: CITY OF UKIAH
Agriculture (AG:40) Agricultural Public (P) Public Facilities (PF) 4 Recycled Water Distribution; Recycled Water Distribution N/A UVSD Zone 3 184-100-05 City of Ukiah 300 Plant Road 15.45
APN: 184-100-05
Acres: 15.45±
Property Address: 300 PLANT RD
Owner: CITY OF UKIAH
Agriculture (AG:40) Agricultural Public (P) Public Facilities (PF) 4 Existing North Waste Water Pond Public utility facilities and uses (Wastewater) N/A N/A Zones 3 & 6
184-090-06 City of Ukiah 217 Norgard Lane 14.05
APN: 184-090-06
Acres: 14.05±
Property Address: 217 NORGARD LN
Owner: CITY OF UKIAH
Agriculture (AG:40) Agricultural Public (P) Public Facilities (PF); Agricultural Combining (-A) 4 Recycled Water
Distribution;
Recycled Water Distribution Ongoing lease for agricultural purposes per GC 37382
N/A UVSD Zone 3
184-150-01 City of Ukiah 3495 Taylor Drive 43
APN: 184-150-01
Acres: 43.00±
Property Address: 3495 TAYLOR DR
Owner: CITY OF UKIAH
Agriculture (AG:40) Agricultural Public (P) Public Facilities (PF) 5 Existing South Waste Water Pond Public utility facilities and uses (Wastewater) N/A N/A Zone 6 184-140-13 City of Ukiah 3151 Taylor Drive 4.05
APN: 184-140-13
Acres: 4.05±
Property Address: 3151 TAYLOR DR
Owner: CITY OF UKIAH
General Industrial (I2) Industrial Public (P) Public Facilities (PF) 5 Existing Solid Waste Transfer Station
Refuse disposal/recycling areas, and refuse transfer stations and similar uses.

Willow
Water UVSD Zones
2, 4, & 6

EXHIBIT A

Ukiah
SR
SR:PD:CR
R1
SR
C2:CR
PF
RL:CR
SR:PD
I2
RR1:PD
RR1
R1
PF
AG 40
I1
I1
Zoning Map-Area 1
Maxar
Incorporated City Limits
Major Towns & Places
Zoning Classifications
AG 40
C1
C2
C2:CR
I1
I2
PF
RC
RL
RL:CR
R1
R3:CR
RR1
RR1:PD
RR5
SR
SR:PD
SR:PD:CR
R3:PD
3/13/2023, 2:48:40 PM
0 0.23 0.45 0.9 mi
0 0.38 0.75 1.5 km
1:36,112
ArcGIS Web AppBuilder
Maxar | California State Parks, Esri, HERE, Garmin, SafeGraph, FAO, METI/NASA, USGS, Bureau of Land Management, EPA, NPS |

UR 40
PF 15624002
15619003
15624011
15624009
15622003
15617003 15619001
15617011
15625002
15625001
15624001
15623003
15622004
Zoning Map-Area 2
Maxar
Incorporated City Limits
Zoning Classifications
PF
RL
UR 40
Assessor's Parcels
3/13/2023, 3:02:06 PM
0 0.1 0.2 0.4 mi
0 0.17 0.35 0.7 km
1:18,056
ArcGIS Web AppBuilder
Maxar | California State Parks, Esri, HERE, Garmin, SafeGraph, FAO, METI/NASA, USGS, Bureau of Land Management, EPA, NPS |

C1
C2
R3
C1
00343045
00343076
18019012
00343063
18020001
00333061
00333063
00343065
00343081
00335031
18020023
00333069
00333039
00343042
00331004
00331006
00342035
00333065
00343021
00331007
18020024
18019003
00335037
00333070
00333060
00333068
00343024
00333067
00343074
00333044
00343023
00331009
18020022
00335039
00335038
00333064
00331010
00343064
00343053
00343068
00333059
00343066
00343077
00333062
00331008
Zoning Map-Area 3
Maxar
Incorporated City Limits
Zoning Classifications
C1
C2
R1
R2
R3
Assessor's Parcels
3/13/2023, 3:46:57 PM
0 0.03 0.06 0.12 mi
0 0.05 0.1 0.19 km
1:4,514
ArcGIS Web AppBuilder
Maxar | California State Parks, Esri, HERE, Garmin, SafeGraph, FAO, METI/NASA, USGS, Bureau of Land Management, EPA, NPS |

I1 I1
C1
C1
I1
C2
I1
R3
AG 40
I2
C2
C2:CR
C1
SR
18208007
18208002
18414015
18414014
18417007
18503012
18502007
18413032
18414008
18417011
18415001
18417008
18414005
18411012
18414017
18416001
18417002 18413033
18411028
18414011
18413015
18413030
18411029
18406202
18404121
18408004
18406215
18410007
18012016
18412009
18303003
18410005
18407011
18404408
18406103 18406311
18408033
18408037
18410008
18011012
18409007
18410011
18304001
18411026
18303002
18404216 18409006 18407016
18012017
18411027
18411024
18410004
18204001
18409001
18408011
18302003
18404310
18405411
18011007
18305001
18407015
18012018
18012003
18406112
18302002
18012015
18309001
18307001
18310008
18310011
18310007
18308001
18306002
18310009
18306001
18310010
18210001
00335039
18412013
00335036
18405306
00333062
00335032
Zoning Map-Areas 4 & 5
Maxar
Incorporated City Limits
Zoning Classifications
AG 40
C1
C2
C2:CR
I1
I2
R1
R3
RR5
SR
UR 40
Assessor's Parcels
3/13/2023, 3:55:34 PM
0 0.1 0.2 0.4 mi
0 0.17 0.35 0.7 km
1:18,056
ArcGIS Web AppBuilder
Maxar | California State Parks, Esri, HERE, Garmin, SafeGraph, FAO, METI/NASA, USGS, Bureau of Land Management, EPA, NPS |

Agenda Item No: 8.d.

MEETING DATE/TIME: 4/19/2023
ITEM NO: 2023-2577

AGENDA SUMMARY REPORT
SUBJECT: Consideration of Award of Bid to Ghilotti Construction Company in the Amount of $9,835,445.75 for the Downtown Streetscape, Road Diet and Utilities Project – Phase II, Specification No.21-01, and Approval of Corresponding Budget Amendment.

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

1. PS&E Approval

2. Bid Tab

3. Low Bid
Summary: Council will consider awarding a contract to Ghilotti Construction Company in the amount of $9,385,445.75 for the Downtown Streetscape, Road Diet and Utilities Project – Phase II, Specification No.21-

01. Background: The City Council approved the plans, specifications and estimate for the Downtown Street Scape Project Phase II (Phase II) at the March 1st, 2023 City Council Meeting and directed staff to advertise for bids. (Attachment 1)
Phase II improvements include 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 existing Streetscape features from Henry Street to Norton Street and from Mill Street to Gobbi Street, with an overlay continuing to Cherry Street.

Staff released a request for bid on March 2, 2023.

Discussion: The City received three (3) construction bids for this project on April 11, 2023 (Attachment 2).

Ghilotti Construction was the low bidder with a bid amount of $9,835,445.75. A copy of Ghilotti Construction Co.’s bid is provided in Attachment 3. A budget amendment is requested to cover the amount, plus a 10% contingency.

As with the first phase of the Streetscape Project, Staff has developed a comprehensive outreach plan that will include regular notifications to the project area and the community, social media, and a dedicated webpage.

Recommended Action: Award bid to Ghilotti Construction Company in the amount of $9,835,445.75 for the Downtown Streetscape, Road Diet and Utilities Project – Phase II, Specification No.21-01 and approve corresponding budget amendment.

BUDGET AMENDMENT REQUIRED: Yes
CURRENT BUDGET AMOUNT: Measure Y: $3,596,636; 2022 Bonds-Streets: $614,231; CalTrans Grant: $0; Water Reserves: $1,717,257; Water 2022 Bonds: $0 ; Wastewater Reserves: $2,556,547; Wastewater 2022 Bonds: $0; Electric 2022 Bonds: $350,000 PROPOSED BUDGET AMOUNT: Measure Y: $2,627,512; 2022 Bonds-Streets: $2,224,303; CalTrans Grant: $1,669,000; Water Reserves: $1,213,774; Water 2022 Bonds: $262,910; Wastewater Reserves: $1,538,254; Wastewater 2022 Bonds: $388,803; Electric 2022 Bonds: $894,436

FINANCING SOURCE: Measure Y; 2022 Bonds: Streets, Water, Wastewater and Electric; and CalTrans Grant
PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: Andrew Stricklin, Associate Engineer, Mary Horger, Financial Services Manager and Tim Eriksen, Director of Public Works
DIVERSITY-EQUITY INITIATIVES (DEI):

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

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 ATTACHMENT 1

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.

ITEM # ITEM DESCRIPTION QTY UOM

UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL
1 Mobilization, Demobilization, and Final
Cleanup 1 LS $ 200,000.00 $ 200,000.00 $ 250,000.00 $ 250,000.00 $ 352,000.00 $ 352,000.00 2 Storm Water Pollution Prevention Plan
(SWPPP) 1 LS $ 1,500.00 $ 1,500.00 $ 10,000.00 $ 10,000.00 $ 3,975.00 $ 3,975.00 3 Storm Water Sampling and Analysis Day 10 EA $ 95.00 $ 950.00 $ 375.00 $ 3,750.00 $ 600.00 $ 6,000.00 4 Temporary Water Pollution Control
Measures 1 LS $ 9,150.00 $ 9,150.00 $ 20,000.00 $ 20,000.00 $ 25,000.00 $ 25,000.00 5 Progress Schedule (Critical Path Method) 1 LS $ 1,200.00 $ 1,200.00 $ 3,500.00 $ 3,500.00 $ 5,000.00 $ 5,000.00 6 Construction Area Signs 1 LS $ 14,800.00 $ 14,800.00 $ 20,000.00 $ 20,000.00 $ 73,550.00 $ 73,550.00 7 Traffic Control System 1 LS $ 524,588.00 $ 524,588.00 $ 545,400.00 $ 545,400.00 $ 1,400,000.00 $ 1,400,000.00 8 Positive Location (Potholing) 1 LS $ 88,000.00 $ 88,000.00 $ 45,000.00 $ 45,000.00 $ 100,000.00 $ 100,000.00 9 Construction Survey 1 LS $ 35,000.00 $ 35,000.00 $ 65,000.00 $ 65,000.00 $ 100,000.00 $ 100,000.00 10 Trench Bracing and Shoring 1 LS $ 55,690.00 $ 55,690.00 $ 200,000.00 $ 200,000.00 $ 46,460.00 $ 46,460.00 11 Bypass Sewage Pumping 1 LS $ 21,700.00 $ 21,700.00 $ 20,000.00 $ 20,000.00 $ 25,051.00 $ 25,051.00 12 Remove Traffic Stripe and Markings
(Striping Conforms) 1 LS $ 1,500.00 $ 1,500.00 $ 10,850.00 $ 10,850.00 $ 8,500.00 $ 8,500.00 13 Remove Existing Drainage Inlet 7 EA $ 1,100.00 $ 7,700.00 $ 600.00 $ 4,200.00 $ 1,049.00 $ 7,343.00 14 Remove Existing Storm Drain Pipe 800 LF $ 30.00 $ 24,000.00 $ 40.00 $ 32,000.00 $ 19.00 $ 15,200.00 15 Remove Existing Storm Drain Manhole 1 EA $ 2,500.00 $ 2,500.00 $ 3,000.00 $ 3,000.00 $ 1,657.00 $ 1,657.00 16 Remove/Replace Unsuitable Material -
Miscellaneous Concrete 150 CY $ 140.00 $ 21,000.00 $ 210.00 $ 31,500.00 $ 1,560.00 $ 234,000.00 17 Remove/Replace Unsuitable Material -
Roadway Section 570 CY $ 150.00 $ 85,500.00 $ 175.00 $ 99,750.00 $ 266.00 $ 151,620.00 18 Remove Concrete Curb and Gutter 1,730 LF $ 10.00 $ 17,300.00 $ 11.00 $ 19,030.00 $ 25.00 $ 43,250.00 19 Remove Vertical Curb 1,690 LF $ 16.00 $ 27,040.00 $ 15.00 $ 25,350.00 $ 25.00 $ 42,250.00 20 Remove Concrete Sidewalk, Driveways,
and Curb Ramps 26,400 SF $ 3.00 $ 79,200.00 $ 5.00 $ 132,000.00 $ 6.00 $ 158,400.00 21 Remove/Salvage Trash Receptacle 1 EA $ 450.00 $ 450.00 $ 1,000.00 $ 1,000.00 $ 1,200.00 $ 1,200.00 22 Remove Lighting Standard 3 EA $ 2,000.00 $ 6,000.00 $ 1,000.00 $ 3,000.00 $ 2,000.00 $ 6,000.00 23 Remove Sanitary Sewer Manhole 7 EA $ 2,500.00 $ 17,500.00 $ 4,000.00 $ 28,000.00 $ 4,392.00 $ 30,744.00 24 Abandon Sanitary Sewer Manhole 5 EA $ 2,500.00 $ 12,500.00 $ 1,800.00 $ 9,000.00 $ 1,698.00 $ 8,490.00 25 Abandon Sewer Main Line Cleanout 2 EA $ 1,000.00 $ 2,000.00 $ 850.00 $ 1,700.00 $ 1,512.00 $ 3,024.00 26 Remove Existing Sanitary Sewer Main 2,840 LF $ 15.00 $ 42,600.00 $ 4.50 $ 12,780.00 $ 13.00 $ 36,920.00 27 Abandon Existing Sanitary Sewer Main 2,800 LF $ 7.00 $ 19,600.00 $ 18.00 $ 50,400.00 $ 20.00 $ 56,000.00 28 Remove Existing Sanitary Sewer Lateral 50 EA $ 300.00 $ 15,000.00 $ 50.00 $ 2,500.00 $ 266.00 $ 13,300.00 29 Abandon Existing Water Main 2,690 LF $ 12.00 $ 32,280.00 $ 13.00 $ 34,970.00 $ 14.00 $ 37,660.00 30 Remove Existing Water Main 280 LF $ 18.00 $ 5,040.00 $ 5.00 $ 1,400.00 $ 101.00 $ 28,280.00 31 Remove Existing Water Meter Box 35 EA $ 100.00 $ 3,500.00 $ 150.00 $ 5,250.00 $ 239.13 $ 8,369.55 32 Remove Existing Fire Hydrant 5 EA $ 1,500.00 $ 7,500.00 $ 2,500.00 $ 12,500.00 $ 2,664.00 $ 13,320.00 33 Utility Conflict Resolution 1 LS $ 20,000.00 $ 20,000.00 $ 20,000.00 $ 20,000.00 $ 20,000.00 $ 20,000.00 34 12" Water Main (C900) 1,830 LF $ 250.00 $ 457,500.00 $ 240.00 $ 439,200.00 $ 243.00 $ 444,690.00 35 12" Water Main (Ductile Iron) 120 LF $ 320.00 $ 38,400.00 $ 280.00 $ 33,600.00 $ 362.00 $ 43,440.00 36 6" Steel Casing Pipe - Bore and Jack
(Electric) 25 LF $ 650.00 $ 16,250.00 $ 608.49 $ 15,212.25 $ 3,309.75 $ 82,743.75 37 8" Steel Casing Pipe - Bore and Jack
(AT&T & CATV) 25 LF $ 675.00 $ 16,875.00 $ 608.49 $ 15,212.25 $ 3,067.00 $ 76,675.00 38 18" Steel Casing Pipe - Bore and Jack
(Water and SS) 80 LF $ 700.00 $ 56,000.00 $ 1,700.00 $ 136,000.00 $ 3,381.00 $ 270,480.00 39 6" Water Main (C900) 80 LF $ 250.00 $ 20,000.00 $ 350.00 $ 28,000.00 $ 204.00 $ 16,320.00 40 4" Water Main (C900) 60 LF $ 400.00 $ 24,000.00 $ 600.00 $ 36,000.00 $ 292.00 $ 17,520.00 41 1" Water Service (For 3/4" Meter) 35 EA $ 6,000.00 $ 210,000.00 $ 5,700.00 $ 199,500.00 $ 6,928.00 $ 242,480.00 42 Fire Hydrant and Lateral 7 EA $ 16,000.00 $ 112,000.00 $ 24,000.00 $ 168,000.00 $ 24,620.00 $ 172,340.00 43 Fire Service 5 EA $ 8,000.00 $ 40,000.00 $ 20,000.00 $ 100,000.00 $ 15,000.00 $ 75,000.00 44 Air Relief Valve 4 EA $ 6,000.00 $ 24,000.00 $ 8,500.00 $ 34,000.00 $ 7,078.00 $ 28,312.00 45 Backflow Preventer 1 EA $ 4,500.00 $ 4,500.00 $ 8,000.00 $ 8,000.00 $ 10,428.00 $ 10,428.00 46 Cap Existing Water Main 2 EA $ 2,000.00 $ 4,000.00 $ 4,500.00 $ 9,000.00 $ 5,222.00 $ 10,444.00 47 Water Tie-In 7 EA $ 10,000.00 $ 70,000.00 $ 9,000.00 $ 63,000.00 $ 9,752.00 $ 68,264.00 48 Temporary Blow Off Valve 12 EA $ 2,000.00 $ 24,000.00 $ 1,700.00 $ 20,400.00 $ 7,427.00 $ 89,124.00 49 18" Sanitary Sewer 180 LF $ 425.00 $ 76,500.00 $ 620.00 $ 111,600.00 $ 501.00 $ 90,180.00 50 12" Sanitary Sewer 2,180 LF $ 200.00 $ 436,000.00 $ 210.00 $ 457,800.00 $ 258.00 $ 562,440.00 51 10" Sanitary Sewer 1,430 LF $ 175.00 $ 250,250.00 $ 195.00 $ 278,850.00 $ 247.00 $ 353,210.00 52 8" Sanitary Sewer 30 LF $ 200.00 $ 6,000.00 $ 225.00 $ 6,750.00 $ 330.00 $ 9,900.00 53 48" Sanitary Sewer Manhole 14 EA $ 11,000.00 $ 154,000.00 $ 15,000.00 $ 210,000.00 $ 14,000.00 $ 196,000.00 54 Sewer Main Line Cleanout 3 EA $ 2,500.00 $ 7,500.00 $ 2,700.00 $ 8,100.00 $ 7,100.00 $ 21,300.00 55 4" Sewer Lateral With Cleanout 50 EA $ 8,500.00 $ 425,000.00 $ 9,000.00 $ 450,000.00 $ 9,800.00 $ 490,000.00 56 Drainage Inlet 11 EA $ 5,500.00 $ 60,500.00 $ 4,500.00 $ 49,500.00 $ 6,281.00 $ 69,091.00 57 LID Storm Drain Inlet 4 EA $ 2,000.00 $ 8,000.00 $ 2,000.00 $ 8,000.00 $ 3,266.00 $ 13,064.00 Spec 21-01 DOWNTOWN STREETSCAPE, ROAD DIET AND UTILITIES PROJECT - PHASE II Bid Tabulation
Ghilotti Construction Co. Argonaut Constructors Granite Construction Co.

ATTACHMENT 2

58 Under Sidewalk Drain 20 EA $ 500.00 $ 10,000.00 $ 140.00 $ 2,800.00 $ 450.00 $ 9,000.00 59 15" RCP Storm Drain Pipe 700 LF $ 100.00 $ 70,000.00 $ 170.00 $ 119,000.00 $ 151.00 $ 105,700.00 60 12" RCP Storm Drain Pipe 500 LF $ 140.00 $ 70,000.00 $ 170.00 $ 85,000.00 $ 199.00 $ 99,500.00 61 48" Storm Drain Manhole 7 EA $ 5,000.00 $ 35,000.00 $ 9,300.00 $ 65,100.00 $ 12,430.00 $ 87,010.00 62 Clearing and Grubbing 1 LS $ 7,950.00 $ 7,950.00 $ 10,000.00 $ 10,000.00 $ 50,000.00 $ 50,000.00 63 Remove Tree and Stump 47 EA $ 550.00 $ 25,850.00 $ 665.00 $ 31,255.00 $ 484.00 $ 22,748.00 64 Remove Tree Grate 43 EA $ 125.00 $ 5,375.00 $ 60.00 $ 2,580.00 $ 200.00 $ 8,600.00 65 Conform Grind 7,700 SF $ 1.50 $ 11,550.00 $ 1.00 $ 7,700.00 $ 1.40 $ 10,780.00 66 Edge Grind 14,900 SF $ 0.75 $ 11,175.00 $ 1.00 $ 14,900.00 $ 0.85 $ 12,665.00 67 Cold Plane Asphalt Concrete Pavement 18,400 SF $ 1.25 $ 23,000.00 $ 0.80 $ 14,720.00 $ 1.40 $ 25,760.00 68 Roadway Excavation (F) 7,100 CY $ 80.00 $ 568,000.00 $ 46.00 $ 326,600.00 $ 100.00 $ 710,000.00 69 Class 2 Aggregate Base 4,300 CY $ 140.00 $ 602,000.00 $ 155.00 $ 666,500.00 $ 150.00 $ 645,000.00 70 Hot Mix Asphalt (Type A) 5,300 TON $ 200.00 $ 1,060,000.00 $ 160.00 $ 848,000.00 $ 215.00 $ 1,139,500.00 71 Adjust Existing Sanitary Manhole Cover
to Grade 7 EA $ 1,400.00 $ 9,800.00 $ 1,200.00 $ 8,400.00 $ 2,800.00 $ 19,600.00 72 Adjust Existing Strom Drain Manhole
Cover to Grade 5 EA $ 1,400.00 $ 7,000.00 $ 1,200.00 $ 6,000.00 $ 3,100.00 $ 15,500.00 73 Adjust Existing AT&T Manhole Cover to
Grade 2 EA $ 1,800.00 $ 3,600.00 $ 1,600.00 $ 3,200.00 $ 6,800.00 $ 13,600.00 74 Adjust Existing Drainage Inlet to Grade 2 EA $ 1,400.00 $ 2,800.00 $ 1,400.00 $ 2,800.00 $ 3,400.00 $ 6,800.00 75 Adjust Existing Street Monument Cover
to Grade 3 EA $ 1,000.00 $ 3,000.00 $ 1,200.00 $ 3,600.00 $ 2,600.00 $ 7,800.00 76 Adjust Existing Utility Cover to Grade
(Sidewalk) 40 EA $ 300.00 $ 12,000.00 $ 400.00 $ 16,000.00 $ 500.00 $ 20,000.00 77 Adjust Existing Valves to Grade 20 EA $ 700.00 $ 14,000.00 $ 850.00 $ 17,000.00 $ 1,800.00 $ 36,000.00 78 Minor Concrete (Curb and Gutter) 3,300 LF $ 50.00 $ 165,000.00 $ 48.00 $ 158,400.00 $ 75.00 $ 247,500.00 79 Minor Concrete (6" Vertical Curb) 180 LF $ 32.00 $ 5,760.00 $ 39.00 $ 7,020.00 $ 120.00 $ 21,600.00 80 Minor Concrete (Driveway) 6,500 SF $ 15.00 $ 97,500.00 $ 16.00 $ 104,000.00 $ 25.00 $ 162,500.00 81 Minor Concrete (Sidewalk) 23,800 SF $ 9.00 $ 214,200.00 $ 10.50 $ 249,900.00 $ 17.00 $ 404,600.00 82 Minor Concrete (Curb Ramp) 14 EA $ 2,800.00 $ 39,200.00 $ 4,000.00 $ 56,000.00 $ 5,700.00 $ 79,800.00 83 Minor Concrete (Detectable Warning
Surface) 240 SF $ 25.00 $ 6,000.00 $ 40.00 $ 9,600.00 $ 40.00 $ 9,600.00 84 Minor Concrete (8-inch Median Curb) 880 LF $ 55.00 $ 48,400.00 $ 44.00 $ 38,720.00 $ 165.00 $ 145,200.00 85 Minor Concrete (Median Paving) 900 SF $ 20.00 $ 18,000.00 $ 30.00 $ 27,000.00 $ 60.00 $ 54,000.00 86 Minor Concrete (Bioretention Curb &
Gutter) 140 LF $ 140.00 $ 19,600.00 $ 110.00 $ 15,400.00 $ 280.00 $ 39,200.00 87 Minor Concrete (Bioretention Vertical
Curb) 170 LF $ 110.00 $ 18,700.00 $ 76.00 $ 12,920.00 $ 220.00 $ 37,400.00 88 Irrigation System 1 LS $ 225,343.00 $ 225,343.00 $ 315,200.00 $ 315,200.00 $ 375,000.00 $ 375,000.00 89 Street Tree 72 EA $ 1,200.00 $ 86,400.00 $ 1,577.00 $ 113,544.00 $ 1,200.00 $ 86,400.00 90 Decomposed Granite Tree Well 1,210 SF $ 7.50 $ 9,075.00 $ 5.00 $ 6,050.00 $ 7.00 $ 8,470.00 91 Brick Band 1,640 LF $ 53.00 $ 86,920.00 $ 45.00 $ 73,800.00 $ 65.00 $ 106,600.00 92 Bench 6 EA $ 2,500.00 $ 15,000.00 $ 4,500.00 $ 27,000.00 $ 7,000.00 $ 42,000.00 93 Trash Receptacle 9 EA $ 2,000.00 $ 18,000.00 $ 4,260.00 $ 38,340.00 $ 5,200.00 $ 46,800.00 94 Bike Rack 13 EA $ 1,000.00 $ 13,000.00 $ 1,350.00 $ 17,550.00 $ 1,700.00 $ 22,100.00 95 Planter Rail (Bioretention Area) 160 LF $ 200.00 $ 32,000.00 $ 161.00 $ 25,760.00 $ 161.00 $ 25,760.00 96 Planting Area 4,600 SF $ 21.00 $ 96,600.00 $ 20.00 $ 92,000.00 $ 21.00 $ 96,600.00 97 Plant Establishment Work 1 LS $ 16,000.00 $ 16,000.00 $ 30,000.00 $ 30,000.00 $ 16,000.00 $ 16,000.00 98 Bioretention Area 800 SF $ 24.00 $ 19,200.00 $ 21.00 $ 16,800.00 $ 95.00 $ 76,000.00 99 Survey Monument 3 EA $ 1,200.00 $ 3,600.00 $ 1,100.00 $ 3,300.00 $ 2,900.00 $ 8,700.00 100 Flag Pole Sleeve 50 EA $ 50.00 $ 2,500.00 $ 35.00 $ 1,750.00 $ 50.00 $ 2,500.00 101 Remove Roadside Sign 21 EA $ 80.00 $ 1,680.00 $ 200.00 $ 4,200.00 $ 50.00 $ 1,050.00 102 Remove Roadside Sign Panel 2 EA $ 115.00 $ 230.00 $ 200.00 $ 400.00 $ 50.00 $ 100.00 103 Thermoplastic Crosswalk and Pavement
Marking 2,700 SF $ 10.50 $ 28,350.00 $ 10.50 $ 28,350.00 $ 11.00 $ 29,700.00 104 Two-Way Blue Retroreflective Pavement
Marker 17 EA $ 16.00 $ 272.00 $ 16.00 $ 272.00 $ 25.00 $ 425.00 105 Metal Roadside Sign 2 EA $ 150.00 $ 300.00 $ 200.00 $ 400.00 $ 300.00 $ 600.00 106 Roadside Sign - One Post 50 EA $ 200.00 $ 10,000.00 $ 425.00 $ 21,250.00 $ 600.00 $ 30,000.00 107 Traffic Stripe (Detail 1) 310 LF $ 1.50 $ 465.00 $ 1.50 $ 465.00 $ 1.00 $ 310.00 108 Traffic Stripe (Detail 8) 2,170 LF $ 1.50 $ 3,255.00 $ 1.50 $ 3,255.00 $ 1.00 $ 2,170.00 109 Traffic Stripe (Detail 22) 4,250 LF $ 2.50 $ 10,625.00 $ 2.50 $ 10,625.00 $ 3.50 $ 14,875.00 110 Traffic Stripe (Detail 27B) 4,000 LF $ 2.00 $ 8,000.00 $ 2.00 $ 8,000.00 $ 1.50 $ 6,000.00 111 Traffic Stripe (Detail 27C) 900 LF $ 1.50 $ 1,350.00 $ 1.50 $ 1,350.00 $ 1.50 $ 1,350.00 112 Traffic Stripe (Detail 32) 2,910 LF $ 2.50 $ 7,275.00 $ 2.50 $ 7,275.00 $ 6.00 $ 17,460.00 113 Traffic Stripe (Detail 38) 900 LF $ 2.75 $ 2,475.00 $ 2.75 $ 2,475.00 $ 2.00 $ 1,800.00 114 Traffic Stripe (Detail 39) 2,800 LF $ 2.00 $ 5,600.00 $ 2.00 $ 5,600.00 $ 1.50 $ 4,200.00 115 Traffic Stripe (Detail 39A) 320 LF $ 2.50 $ 800.00 $ 2.50 $ 800.00 $ 1.50 $ 480.00 116 Traffic Stripe (Detail 40) 130 LF $ 3.00 $ 390.00 $ 3.00 $ 390.00 $ 6.00 $ 780.00 117 Green Bike Lane Pavement Markings 600 SF $ 15.00 $ 9,000.00 $ 15.00 $ 9,000.00 $ 12.00 $ 7,200.00 118 Modify Signal (Gobbi St and S State St) 1 LS $ 346,220.00 $ 346,220.00 $ 346,220.00 $ 346,220.00 $ 341,105.00 $ 341,105.00 119 Modify Signal (Mill St and S State St) 1 LS $ 124,285.00 $ 124,285.00 $ 124,285.00 $ 124,285.00 $ 122,448.00 $ 122,448.00

120 Modify Signal (Scott St and N State St) 1 LS $ 241,650.00 $ 241,650.00 $ 241,650.00 $ 241,650.00 $ 238,078.00 $ 238,078.00 121 Street Lighting System 1 LS $ 739,284.00 $ 739,284.00 $ 740,000.00 $ 740,000.00 $ 834,320.00 $ 834,320.00 122

EXCAVATE, TRENCH, BACKFILL AND
COMPACTION (12 INCH X 36 INCH

TRENCH)
586 LF
$ 150.00
$ 87,900.00 $ 149.00 $ 87,314.00 $ 155.00 $ 90,830.00
123

EXCAVATE, TRENCH, BACKFILL AND
COMPACTION (18 INCH X 48 INCH

TRENCH)
224 LF
$ 154.00
$ 34,496.00 $ 154.00 $ 34,496.00 $ 171.00 $ 38,304.00
124

EXCAVATE, TRENCH, BACKFILL AND
COMPACTION (24 INCH X 59 INCH

TRENCH)
1,167 LF
$ 160.00
$ 186,720.00 $ 160.00 $ 186,720.00 $ 183.00 $ 213,561.00 125 1 INCH PVC SCH 40 CONDUIT (COMCAST)
INCLUDING INSTALLATION 184 FT
$ 6.00
$ 1,104.00 $ 6.00 $ 1,104.00 $ 9.00 $ 1,656.00
126 2 INCH PVC SCH 40 CONDUIT (COMCAST)
INCLUDING INSTALLATION 3,364 FT
$ 9.00
$ 30,276.00 $ 9.00 $ 30,276.00 $ 10.50 $ 35,322.00
127 3 INCH PVC SCH 40 CONDUIT (COMCAST)
INCLUDING INSTALLATION 80 FT
$ 15.00
$ 1,200.00 $ 15.00 $ 1,200.00 $ 17.00 $ 1,360.00
128 2 INCH PVC SCH 40 CONDUIT (AT&T)
INCLUDING INSTALLATION 225 FT $ 8.25 $ 1,856.25 $ 8.50 $ 1,912.50 $ 10.50 $ 2,362.50 129 4 INCH PVC SCH 40 CONDUIT (AT&T)
INCLUDING INSTALLATION 1,991 FT $ 15.00 $ 29,865.00 $ 15.00 $ 29,865.00 $ 18.00 $ 35,838.00 130 3 INCH PVC SCH 40 CONDUIT INCLUDING
INSTALLATION (ELECTRIC) 442 FT
$ 15.00
$ 6,630.00 $ 15.00 $ 6,630.00 $ 17.00 $ 7,514.00
131 4 INCH PVC SCH 40 CONDUIT INCLUDING
INSTALLATION (ELECTRIC) 3,152 FT
$ 15.00
$ 47,280.00 $ 16.00 $ 50,432.00 $ 18.00 $ 56,736.00
132

EXCAVATE, BACKFILL, COMPACT AND
INSTALL CABLE SERVICE VAULTS B48
(COMCAST)
1 EA
$ 3,200.00
$ 3,200.00 $ 3,200.00 $ 3,200.00 $ 2,700.00 $ 2,700.00
133

EXCAVATE, BACKFILL, COMPACT AND
INSTALL CABLE SERVICE VAULTS N36
(COMCAST)
14 EA
$ 1,200.00
$ 16,800.00 $ 1,200.00 $ 16,800.00 $ 1,760.00 $ 24,640.00 134

EXCAVATE, BACKFILL, COMPACT AND
INSTALL CABLE SERVICE VAULTS N30
(COMCAST)
3 EA
$ 1,100.00
$ 3,300.00 $ 1,100.00 $ 3,300.00 $ 1,275.00 $ 3,825.00
135

EXCAVATE, BACKFILL, COMPACT AND
INSTALL SERVICE VAULTS 17" X 30" X 24"
(AT&T)
3 EA
$ 1,200.00
$ 3,600.00 $ 1,200.00 $ 3,600.00 $ 4,820.00 $ 14,460.00 136

EXCAVATE, BACKFILL, COMPACT AND
INSTALL SERVICE VAULTS 2'6" X 4' X 3'
(AT&T)
9 EA
$ 3,400.00
$ 30,600.00 $ 3,400.00 $ 30,600.00 $ 11,800.00 $ 106,200.00 137

EXCAVATE, BACKFILL, COMPACT AND
INSTALL SERVICE VAULTS 3' X 5' X 4'
(AT&T)
2 EA
$ 9,566.00
$ 19,132.00 $ 9,600.00 $ 19,200.00 $ 15,350.00 $ 30,700.00 138

EXCAVATE, BACKFILL, COMPACTION

AND INSTALL PEDESTEL BOX PAD (CITY

TO PROVIDE)
1 EA
$ 1,312.50
$ 1,312.50 $ 1,400.00 $ 1,400.00 $ 4,500.00 $ 4,500.00
139

EXCAVATE, BACKFILL, COMPACTION
AND INSTALL 504LA VAULT (CITY TO

PROVIDE)
1 EA
$ 3,572.00
$ 3,572.00 $ 3,700.00 $ 3,700.00 $ 4,500.00 $ 4,500.00
140

EXCAVATE, BACKFILL, COMPACTION

AND INSTALL PPB PRIMARY JUNCTION

BOX (CITY TO PROVIDE)
1 EA
$ 3,280.00
$ 3,280.00 $ 3,400.00 $ 3,400.00 $ 850.00 $ 850.00
141

EXCAVATE, BACKFILL, COMPACTION

AND INSTALL TRANSFORMER BOX PAD
(CITY TO PROVIDE)
5 EA
$ 3,295.00
$ 16,475.00 $ 3,400.00 $ 17,000.00 $ 4,500.00 $ 22,500.00 142

EXCAVATE, BACKFILL, COMPACTION

AND INSTALL CONCRETE TRANSFORMER

PAD (POUR IN PLACE)
1 EA
$ 3,900.00
$ 3,900.00 $ 4,000.00 $ 4,000.00 $ 7,400.00 $ 7,400.00
143

EXCAVATE, BACKFILL, COMPACTION

AND INSTALL SECONDARY SERVICE BOX
(CITY TO PROVIDE)
4 EA
$ 2,445.00
$ 9,780.00 $ 2,500.00 $ 10,000.00 $ 850.00 $ 3,400.00
GRAND TOTAL $ 9,835,445.75 $ 10,402,175.00 $ 14,039,511.80

ATTACHMENT 3

Agenda Item No: 8.e.

MEETING DATE/TIME: 4/19/2023
ITEM NO: 2023-2583

AGENDA SUMMARY REPORT
SUBJECT: Consider Approval of a Three-Year Microsoft Enterprise Licensing Agreement with Dell Marketing, Inc. in the Amount of $140,462.76 Per Year, Plus the Yearly True-up of Installed Licensed Products.

DEPARTMENT: Information Services PREPARED BY: Ryan Burkhart, IT Manager, Scott Shaver, I.T.

Manager
PRESENTER: Ryan Burkhart, IT Manager and Scott Shaver,
Interim IT Administrator
ATTACHMENTS:

1. Dell Quote
Summary: Council will consider authorizing the City Manager to execute a three-year Microsoft Enterprise Licensing Agreement renewal with Dell Marketing LP in the amount of $140,462.76 per year, plus the yearly true-up of installed licensed products.

Background: The City's three-year Microsoft Enterprise Agreement (MEA) is due to expire at the end of this month. This agreement has proven to be a very cost-effective way to purchase Microsoft software to address the City's key organizational objectives, such as building a secure and well-managed data center, maintaining line-of-business applications using the Microsoft Windows Operating System, SQL Database Software, and standardizing Microsoft's productivity software, known as Office 365. The MEA also includes access to Microsoft Azure with the same discounted pricing benefits.

The MEA has provided the City with the best overall pricing based on its organization's size, the benefits of Software Assurance, as well as simplified licensing management. Software Assurance, included in the MEA, is a core set of benefits that improves workforce productivity, streamlines software deployment, and reduces costs. These benefits include access to new product demonstrations, rights to new software versions, deployment planning days, 24/7 phone and web support, and training for both end-users and technical staff.

Software Assurance provides the City's Information Technology Department with a supported release of its Microsoft software, whether on the back-end servers or on the business user's desktop workstations.

Renewal of the MEA will provide the City with continued flexibility. With the use of Microsoft Office 365, the City will be able to implement Microsoft line of business applications, such as Outlook, Word, PowerPoint and Excel, either on-site (on premise) or in the cloud (hosted). Other applications supported are Microsoft Project and Microsoft Visio. This flexibility will allow the City to determine and provide for different departmental needs to more efficiently manage its computing environment and to optimize spending of its technology dollars.

Discussion: A quote was requested from Dell Marketing L.P. for the Microsoft Enterprise Renewal based on PSA-0001524 (8084445) . Please refer to Attachment 1 for a copy of the quote from Dell.

The Riverside County agreement is a cooperative-type agreement that allows any participating government agency to take advantage of cost savings. Per Municipal Code Section 1522, the City is allowed to participate in cooperative agreements. Also, since the City used Dell equipment exclusively, it is an additional advantage to have Dell as the Microsoft licensing provider.

Staff is requesting approval of a three-year Microsoft Enterprise Agreement with Dell Marketing L.P. for the amount of $140,462.76 per year, plus the yearly true-up of installed licensed products. The true-up would

include the licensing for any new systems on the user and/or server side that were deployed during the contract year, and as such, the City would be charged for the corresponding product license(s).

Recommended Action: Approve a three-year Microsoft Enterprise Agreement with Dell for the amount of $140,462.76 per year, plus the yearly true-up of installed licensed products.

BUDGET AMENDMENT REQUIRED: N/A
CURRENT BUDGET AMOUNT: 20913900.54320: $140,462.76
PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: IT Fund Allocation
PREVIOUS CONTRACT/PURCHASE ORDER NO.: 1920247
COORDINATED WITH: Mary Horger, Financial Services Manager DIVERSITY-EQUITY INITIATIVES (DEI): N/A
CLIMATE INITIATIVES (CI): N/A
GENERAL PLAN ELEMENTS (GP):

Sam Andrews
[email protected]
512.720.4469
Customer: City of Ukiah
Contract: Riverside County Master Agreement - PSA-0001524 (8084445) Date of Issue: 4/11/2023 Microsoft Enterprise Agreement (EA) #: (renewal of 9020559, 4/30/2023) Quote Expires: 4/30/2023 Product Description Mfg# Quantity Unit Price Ext. Price CIS Suite Datacenter Core ALng SA 2coreLic 9GS-00135 72 $163.45 $11,768.40 CIS Suite Standard Core ALng SA 2coreLic 9GA-00313 36 $35.00 $1,260.00 SQL Server Standard Core ALng SA 2coreLic 7NQ-00292 6 $634.22 $3,805.32 Annual Payment Section 1: $16,833.72
Product Description Mfg# Quantity Months Unit Price Ext. Price Enterprise Online Services Products
M365 G3 Unified FUSL GCC Sub Per User AAD-34704 300 12 $31.50 $113,400.00 Additional Online Services Products
Azure prepayment - US Gov J5U-00001 4 12 $99.57 $4,779.36 Project P3 From SA GCC Sub Per User 7E7-00001 3 12 $19.00 $684.00 Teams Audio Conferencing with Dial Out US/CA GCC Sub Add-on ($0.00) NYH-00001 300 12 $0.00 $0.00 Visio P2 From SA GCC Sub Per User 9K4-00003 3 12 $9.50 $342.00 O365 Extra File Storage GCC Sub Add-on Extra Storage 1 GB (2048 = 2TB) M9T-00002 2048 12 $0.18 $4,423.68 Annual Payment Section 2: $123,629.04
Notes: Total Annual Payment Yr 1 $140,462.76
Microsoft Enterprise Agreement (EA) Master#: 8084445 Total Annual Payment Yr 2 $140,462.76 Microsoft Enterprise Agreement (EA) Enrollment#: Future/TBD Total Annual Payment Yr 3 $140,462.76 Total of 3 years of Payments $421,388.28
Notes:

Quote prepared by: Chris A Johnson
Section 1- Licenses and Software Assurance
Section 2- Monthly Subscriptions
ATTACHMENT 1

Agenda Item No: 13.a.

MEETING DATE/TIME: 4/19/2023
ITEM NO: 2023-2576

AGENDA SUMMARY REPORT
SUBJECT: Status Report of the Emergency Contract with West Coast Fire & Water for Fire Remediation Work at the Electric Utility Service Center at Hastings.

DEPARTMENT: Electric Utility PREPARED BY: Mary Horger, Financial Services Manager PRESENTER: Cindy Sauers, Electric Utility Director
ATTACHMENTS:

1. Pictures

2. West Coast Fire Water - Hastings Fire Remediation Work - 2223-177 - signed

3. Remediation Complete Pics
Summary: The Council will receive a status report of the emergency contract with West Coast Fire & Water for fire remediation work at the Electric Utility Service Center at Hasting, and will consider approving the work to continue under the emergency contract.

Background: The Ukiah City Council approved the purchase of 2.8 acres with a 15,800 sq. ft. building located at 1350 Hasting Rd (The Electric Service Center) to house the Electric Utility Department’s operations. The Electric Service Center will centralize electric operations for Engineering, Construction and Technical Services. In addition, the Department intends to use the Electric Service Center for training, material warehousing and construction preparation.

On August 5, 2020, the City Council adopted the plans and specifications for the grading, fencing, roofing and electric equipment relocation. This work was completed on March 2, 2023.

On the morning of March 8, 2023, a fire broke out at the Electric Utility Department's Service Center located at 1350 Hastings Road. The source of the fire was the electrical failure of a bathroom ceiling fan. The Ukiah Valley Fire Authority responded to the incident, and was successful in putting the fire out. However, significant smoke and water damage occurred, as well as structural damage to the building. Please see Attachment 1 for pictures of the damage.

West Coast Fire and Water was contacted and was able to respond in a timely manner to assess the fire, smoke and water damage. They were able to secure the building and cover exposed areas to prevent additional water intrusion from the impending precipitation. The City Purchasing, Risk Management, and Electric Departments worked with McLarens, the Claims Adjuster for the City's self-insured liability Program through its membership in the California Intergovernmental Risk Authority (CIRA), and West Coast Water and Fire to develop a Scope of Work and Contract for the remediation of the fire, water, and smoke damage. Please see Attachment 2 for a copy of the agreement.

There are no expected costs to the City at the time, as the City opted to review all invoices and provide authority to McLarens to pay West Coast directly. The City, however, executed a contract with West Coast Fire and Water to complete the Scope of Work.

The initial cost estimate for this remediation was over $200,000. The scope of work that is being performed under this contract falls under the definition of "public project", as it involves demolition and repair work involving a publicly owned facility. The City Manager, under his authority, authorized proceeding with the work as an emergency, since the event was sudden and unexpected, and required immediate action for the

protection of City (public) property. Due to structural issues, and immediate mold growth, time was of the essence, and bidding for this work as per the normal requirements of the California Uniform Cost Accounting Act, was not an option. Under these circumstances, public bidding is excused. At their Council meeting on April 5, 2023, the Council initially received the report regarding this contract, and approved by a four-fifths vote (one councilmember absent) for the work to continue under these emergency circumstances.

Discussion: As of Friday, April 7, 2023, the remediation work on the structure was completed. Pictures of the remediation work are attached as Attachment #3. The remainder of the work to be completed is the cleaning of electronics. This is still in progress, and anticipated to be completed before the end of this month. An invoice for the work has not yet been produced for staff's review prior to being forwarded to the insurance company for payment.

Staff is requesting the Council's approval to continue using the emergency contract.

Recommended Action: Receive a status report, and approve the continued work on the emergency contract with West Coast Fire & Water for Fire Remediation Work at the Electric Utility Service Center at Hastings.

BUDGET AMENDMENT REQUIRED: N/A
CURRENT BUDGET AMOUNT: N/A
PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: Insurance Proceeds
PREVIOUS CONTRACT/PURCHASE ORDER NO.: 2223-177
COORDINATED WITH: Cindy Sauers, Electric Utility Director; Sheri Mannion, HR & Risk Management Director and Dave Rapport, City Attorney
DIVERSITY-EQUITY INITIATIVES (DEI):

CLIMATE INITIATIVES (CI):

GENERAL PLAN ELEMENTS (GP):

ATTACHMENT 1

COU 2223 177
1 SHORT FORM CONSTRUCTION CONTRACT
ThisAgreement ismadeandenteredon March 13, 2023, in Ukiah, California, by and between Bridges Restoration LLC, dba West Coast Fire Water, a limited liability company Contractor") and the City of Ukiah City"), a general law municipal corporation.

RECITALS:

1.Theplans andspecifications forthisworktheWork") arecontained in Exhibit A, which is attached hereto and incorporated herein by this reference.

2.Contractor isproperly licensed andqualified toperformthework.

3.Whenever thisAgreement callsforCityapproval ornotification,the approval or notification must be signed by the City Manager or his or her designee.

AGREEMENT:

Wherefore, inconsideration ofthe foregoing facts and the terms and conditions as further stated herein, the parties hereby agree as follows.

1. PERFORMANCE OF THE WORK
Contractor will performtheWorkas further provided herein.

1.1TimeofPerformance. Time is of the essence, and the Contractor shall commence the work as soon as possible following the issuance of a Notice to Proceed”.

1.1.1.N/Acheck if applicable] It is agreed by the parties to the contract that time is of the essence and that, in case all the work is not completed before or upon the expiration of the time limit as set forth, damage, other than those cost items identified in section 1.1.2, will be sustained by the City and that it is and will be impracticable to determine the actual amount of damage by reason of such delay; and it is therefore agreed that, subject to Sections 1.13 1.14, below, the Contractor will pay to the City the sum of five hundred dollars 500.00) per day for each and every calendar day's delay beyond the time prescribed.

1.1.2N/Acheck if applicable] In case the work called for under this contract is not completed within the time limit stipulated herein, the City shall have the right as provided hereinabove, to extend the time of completion thereof. If the time limit be so extended, the City shall have the right to charge to the Contractor and to deduct from the final payment for the work the actual cost to the City of engineering, inspection, superintendence and other overhead expenses which are directly chargeable to the contract and which accrue during the ATTACHMENT 2

COU 2223 177
2 period of such extension, except that the cost of final unavoidable delays shall not be included in such charges.

1.2Construction ofContract Documents. Contractor will perform the Work in compliance with the plans and specifications set forth in the attached Exhibit A. If there is any inconsistency or conflict between the plans and the specifications, the specifications will prevail. If there is any inconsistency between the plans and the specifications and this agreement, the terms of this Agreement shall prevail, unless expressly stated otherwise in a particular specification.

1.3Contractor furnished items. Contractor will furnish all necessary labor, materials, tools, equipment, and transportation necessary to perform the Work.

1.4 SB 854 requirements

1.4.1 No contractor or subcontractor may be listed on a bid proposal for a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)].

1.4.2 No contractor or subcontractor may be awarded a contract for public work on a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5.

1.4.3 This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

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

1.4.5 The Prime Contractor is required to post job notices at the job site as prescribed by regulations currently, 8 CCR 16451(d).)

1.5 Use of Employees.

1.5.1.Contractor andanysubcontractors shall payall mechanicsand laborers employed by them to work upon the site of the work unconditionally and without subsequent deductions or rebate on any account the full amounts due at the time of payment at wage rates not less than those contained in the applicable prevailing wage determination, regardless of any contractual relationship which may be alleged to exist between the Contractor and subcontractors and such laborers and mechanics.

1.5.2.Contractor shall comply withteCalifornia Labor CodeSection 1775. In accordance with said Section 1775, Contractor shall forfeit as a penalty to the City, 50.00 for each calendar day or portion thereof, for each workman paid less than the stipulated prevailing

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3 rates for such work or craft in which such workman is employed for any work done under the Contract by him or her or by any subcontractor under him or her in violation of the provisions of the Labor Code and in particular, Labor Code Sections 1770 to 1780, inclusive. In addition to said penalty and pursuant to Section 1775, the difference between such stipulated prevailing wage rates and the amount paid to each workman for each calendar day or portion thereof for which each workman was paid less than the stipulated prevailing wage rate shall be paid to each workman by the Contractor.

1.5.3. Pursuant to the provision of Section 1770 of the Labor Code of the State of California, City has ascertained the general prevailing rate of wages which rate includes employer payments for health and welfare, vacation, pension and similar purposes) applicable to the work to be done, for straight time work. The holiday wage rate listed shall be applicable to all holidays recognized in the collective bargaining agreement of the particular craft, classification, or type of workers concerned. Copies of the General Prevailing Wage Determination are on file in the office of the City Engineer and are available to the Contractor on request. The Contractor shall post the wage determination at the site of work in a prominent place where the workers can easily see it.

1.5.4.Citywill not recognize any claim for additional compensation because the Contractor has paid any rate in excess of the prevailing wage rate obtained from the City Engineer.

The possibility of wage increases is one of the elements to be considered by the Contractor in determining his or her bid and will not in any circumstances be considered as the basis for a claim against the City.

1.5.5.Travel andSubsistence Payments.

Contractor shall maketravel andsubsistence payments to each worker needed to execute the work in accordance with the requirements in Section 1773.8 of the Labor Code Chapter 880, Statutes of 1968).

1.5.6.Apprentices.

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

Information relative to apprenticeship standards, wage schedules and other requirements may be obtained from the Director of Industrial Relations, ex officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices.

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4 Copies of Labor Code Sections 1771 requiring prevailing wages), 1775 imposing penalties, including a 50 per day, per worker forfeiture, forfailure to pay prevailing wages), 1776 requiring contractor to maintain available for inspection certified payroll records), 1777.5 requiring certain apprenticeship programs), 1813 imposing penalties for failure to make records available for inspection) and 1815 requiring time and for overtime) are available at the Department of Industrial Relations website at http:// www.dir.ca.gov/

1.6CITYInspector. CITY may designate an architect, engineer, other design professional or other inspector Inspector") to supervise and/or inspect Contractor's performance of the Work.

The Inspector shall have no authority to change the Work, the compensation for performing the Work or the time for completing the Work without City's prior written approval. City shall notify the Contractor in writing, if it designates an Inspector.

1.7SiteConditions. Contractor acknowledges that it has inspected the work site and any improvements involving the Work and satisfied itself as to the conditions which can affect the Work or its cost. Contractor has not relied on any representation by CITY or its officers or employees as to the condition of the site or the houses or any condition that might affect the cost of performing this Agreement.

1.8NewProducts Required. All equipment, materials or fixtures furnished by Contractor under this Agreement shall be new and of the most suitable grade for the intended purpose, unless otherwise specifically provided.

1.9Compliance withLaws. The Contractor shall give all notices and comply with all applicable laws, ordinances, codes, rules and regulations. The Contractor shall secure and pay for all permits, fees, and licenses necessary for the proper execution and completion of the work.

1.10Protection ofSiteandImprovements. The Contractor shall preserve and protect the site, grounds and any involved improvements and shall not alter or damage any portion thereof, except as is absolutely necessary in order to perform the Work. The Contractor shall repair or replace, as directed by CITY, any property that it damages, looses or destroys in violation of this paragraph. Contractor shall assume full responsibility for maintaining the safety of the worksite in compliance with all applicable state and federal worker safety and protection laws and shall maintain the worksite in compliance with all such laws.

1.11Inspection ofWork. The Contractor shall ensure that the Work is available for inspection by CITY or its Inspector at all reasonable times and that no work is covered up or rendered incapable of inspection without prior notice to CITY or its Inspector and a reasonable opportunity for inspection. The presence or absence of an CITY inspector or the conduct of an inspection by CITY or its Inspector shall not relieve the Contractor from any contract requirement or compliance with Exhibit A.

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5 1.12Title. The Contractor warrants that it conveys full and complete title, free of all liens and encumbrances, to all materials, supplies, fixtures and equipment furnished to CITY under this Agreement and agrees to fully defend and indemnify CITY, its officers and employees, and the houses and homebuyers included in the Work from and against any claim, lien, charge, debt, cost, expense or liability arising from a breach of said warranty.

1.13Warranties. N/A] In addition to any other warranties in this contract, the Contractor warrants that the Work conforms to the contract requirements and is free of any defect in equipment, material or workmanship for a period of one year from the date of final acceptance of the Work by CITY. If CITY accepts any part of the Work before final acceptance of the entire Work, the warranty shall continue for the period of one year from the date of such partial acceptance. The Contractor shall remedy, at the Contractor' s expense, any failure to conform, or any defect. Initial if following sentence applies CITY shall retain N/A% of the Contract Amount to secure the Contractor' s warranty and shall remit the unused portion of that amount at the end of the warranty period. The time limit of this warranty shall not apply to any latent defects, or gross negligence or fraud on the part of the Contractor.

1.14. Extension ofTime.

Should any delays occur which the City may consider unavoidable, as herein defined, the Contractor shall, pursuant to his or her application, be allowed an extension of time proportional to said delay or delays, beyond the time herein set forth, in which to complete this contract; and liquidated damages for delay shall not be charged against the Contractor by the City during an extension of time granted because of unavoidable delay or delays.

Any claim by Contractor for a time extension based on unavoidable delays shall be based on written notice delivered to the City within 15 days of the occurrence of the event giving rise to the claim.

Failure to file said written notice within the time specified shall constitute a waiver of said claim.

Notice of the full extent of the claim and all supporting data must be delivered to the City within 45 days of the occurrence unless the City specifies in writing a longer period. All claims for a time extension must be approved by the City and incorporated into a written change order.

1.15. Unfavorable Wather and Other Conditions.

During unfavorable weather and other conditions, the Contractor shall pursue only such portions of the work as shall not be damaged thereby. No portions of the work whose satisfactory quality or efficiency will be affected by any unfavorable conditions shall be constructed while these conditions remain, unless, by special means or precautions approved by the City, the Contractor shall be able to overcome them.

The Contractor shall be granted a time extension of one day for each unfavorable weather day that prevents him or her from placing concrete forms or placing and finishing concrete or asphalt

COU 2223 177
6 concrete. Such unfavorable weather day is defined as a rain day where precipitation prevents the contractor from performing the work more than four 4) continuous hours within the authorized work period or a temperature day where the ambient temperature is below that specified for the placement of materials associated with the controlling work item for more than four 4) continuous work hours of the authorized work period.

1.16. Saturday, Sunday, Holiday and Night Work.

No work shall be done between the hours of 6 p.m. and 7 a.m., nor on Saturdays, Sundays or legal holidays except such work as is necessary for the proper care and protection of work already performed, or except in cases of absolute necessity and in any case only with the permission of the City.

It is understood, however, that night work may be established as a regular procedure by the Contractor if he or she first obtains the written permission of the City and that such permission may be revoked at any time by the City if the Contractor fails to maintain at night adequate force and equipment for reasonable prosecution and to justify inspection of the work.

1.17. HoursofLabor.

Eight 8) hours of labor shall constitute a legal day's work and the Contractor or any subcontractor shall not require or permit more than eight hours of labor in a day from any person employed by him or her in the performance of the work under this contract, unless paying compensation for all hours worked in excess of eight 8) hours per day at not less than 1 times the basic rate of pay.

The Contractor shall forfeit to the City, as a penalty, the sum of twenty five dollars 25.00) for each workman employed in the execution of the contract by him or her or by any subcontractor, for each calendar day during which such laborer, workman, or mechanic is required or permitted to labor more than eight hours in violation of the provisions of Section 1810 to 1816, inclusive, Article 3, Chapter 1, Part 7, Division 2) of the Labor Code of the State of California and any acts amendatory thereof.

2. CONTRACT PRICE
The Contractor will be paid for performance of this Agreement time and materials plus subcontractors will be added as invoice plus 20%per rate sheet provided as Exhibit B.

3. PAYMENT OF CONTRACT PRICE

3.1 City authorizes McLarens to pay Contractor solely and directly for the completed work performed pursuant to this contract. All payments under this contract shall be made upon the presentation of certificates in writing to the City and shall show that the work covered by the payments has been done and the payments thereof are due in accordance with this contract. Within fifteen days of the City’s receipt of the certificate of payment, City shall review and forward

COU 2223 177
7 authorization for payment to McLarens for its review, approval, and payment to the Contractor.

If, for any reason, Customer receives a check from Insurance Company made payable to Customer, Customer agrees to pay West Coast Fire and Water immediately upon receipt of the check. In order to expedite payment to Contractor, Customer hereby appoints Contractor as attorney in fact, authorizing Contractor to endorse Customer’s name on Insurance Company checks or drafts, and to deposit insurance checks for the services provided in the amount invoiced.

4. INDEMNIFICATION AND INSURANCE.

4.1Indemnification. The Contractor shall do all of the work and furnish all labor, materials, tools and appliances, except as otherwise herein expressly stipulated, necessary or proper for performing and completing the work herein required in the manner and within the time herein specified. The mention of any specific duty or liability imposed upon the Contractor shall not be construed as a limitation or restriction of any general liability or duty imposed upon the Contractor by this contract, said reference to any specific duty or liability being made herein merely for the purpose of explanation.

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

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

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

In any and all claims against the City or any of its agents or employees by any employee of the

COU 2223 177
8 Contractor, any subcontractor, anyone directly or indirectly employed by any of them, or anyone for whose acts any of them may be liable, the indemnification obligation shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for the Contractor or any subcontractor under workers' or workmen's compensation acts, disability benefit acts, or other employee benefit acts. The obligation to indemnify shall extend to and include acts of the indemnified party which may be negligent or omissions which may cause negligence.

The City shall have the right to estimate the amount of such damage and to cause the City to pay the same and the amount so paid for such damage shall be deducted from the money due the Contractor under this contract; or the whole or so much of the money due or to become due the Contractor under this contract as may be considered necessary by the City, shall be retained by the City until such suits or claims for damages shall have been settled or otherwise disposed of and satisfactory evidence to that effect furnished to the City.

4.2Insurance. Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his agents, representatives, employees or subcontractors.

4.2.1.MinimumScopeof Insurance
Coverage shall beatleast asbroads:

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

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

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

4.2.2.MinimumLimitsofInsurance
Contractor shall maintain limits no less than:

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

COU 2223 177
9 basis.

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

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

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

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

A. The City, its officers, officials, employees, and volunteers are to be covered as ADDITIONAL INSURED with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the contractor; and with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts or equipment, furnished in connection with such work or operations. General liability coverage can be provided in the form of an endorsement to the Contractor’s insurance, or as a separate owner’s policy.

B. The workers’ compensation policy is to be endorsed with a waiver of subrogation.

The insurance company, in its endorsement, agrees to waive all rights of subrogation against the City, its officers, officials, employees and volunteers for losses paid under the terms of this policy which arises from the work performed by the named insured for the City. NOTE: You cannot be added as an additional insured on a workers’ compensation policy.

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

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

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

5. TERMINATION.

ThisAgreement mayonlybeterminated byCity: 1)forbreach ofthe agreement; 2) because funds are no longer available to pay Contractor for services provided under this Agreement; or 3) City has abandoned and does not wish to complete the project for which Contractor was retained.

City shall notify Contractor of any alleged breach of the agreement and of the action required to cure the breach. If Contractor fails to cure the breach within the time specified in the notice, the contract shall be terminated as of that time. If terminated for lack of funds or abandonment of the project, the contract shall terminate on the date notice of termination is given to Contractor. City shall pay the Contractor only for services performed and expenses incurred as of the effective termination date, unless terminated because the Contractor has failed to satisfactorily cure a breach after notice in which event City shall:
a.retainayamounts earned under theContract but not yet paid by City; b.takepossession ofall material and fixtures on the job site; c.havetheright tocomplete theWorkandrecover fromContractorany increased cost to complete the Work above the amounts that would have been paid to Contractor hereunder, together with any other damages suffered by City as a result of said breach.

6. MODIFICATION OF AGREEMENT.

Citymay, fromtimetotime, request changes intheWork, thetime to complete the work or the compensation to be paid for the Work. Such changes must be incorporated in written amendments to this Agreement. To be effective, all such changes as referred to in this section must be agreed upon in writing by both parties to this agreement.

7. ASSIGNMENT.

TheContractor shall not assign ayinterest inthisAgreement, and shall not transfer any

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11 interest in the same whether by assignment or novation), without the prior written consent of City.

8. APPLICATION OF LAWS.

Theparties hereby agree that all applicable Federal, Stateandlocal rules, regulations and guidelines not written into this Agreement shall hereby prevail during the period of this Agreement.

9. INDEPENDENT CONTRACTOR.

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

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

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

Contractor warrants andrepresents that iisaproperly licensedfor the work performed under this Agreement with a substantial investment in its business and that it maintains its own offices and staff which it will use in performing under this Agreement.

10. GOVERNING LAW.

ThisAgreement shall begoverned byandconstrued inaccordance with the laws of the State of California and any legal action concerning the agreement must be filed and litigated in the proper court in Mendocino County, each party consenting to jurisdiction and venue of California state courts in Mendocino County.

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12 11. SEVERABILITY.

Ifanyprovision oftheAgreement is held by a court of competent jurisdiction to be invalid, void, or unenforceable, the remaining provisions shall nevertheless continue in full force and effect without being impaired or invalidated in any way.

12. INTEGRATION.

ThisAgreement, including theexhibits attached hereto, contains the entire agreement among the parties and supersedes all prior and contemporaneous oral and written agreements, understandings, and representations among the parties. No amendments to this Agreement shall be binding unless executed in writing by all of the parties.

13. WAIVER.

Nowaiver ofanyoftheprovisionsfthisAgreement shall bedeemed, or shall constitute a waiver of any other provision, nor shall any waiver constitute a continuing waiver. No waiver shall be binding unless executed in writing by the party making the waiver.

14. NOTICES.

Whenever notice, payment orother communication is required or permitted under this Agreement, it shall be deemed to have been given when personally delivered, emailed, or deposited in the United States mail with proper first class postage affixed thereto and addressed as follows:

CONTRACTOR CITY
Bridges Restoration, LLC City of Ukiah
dba West Coast Fire Water
5846 Live Oak Drive 300 Seminary Ave.

Kelseyville, CA 95451 Ukiah, CA. 95482
Email: lmartinez@westcoastfireandwater. com Email: [email protected] Either party may change the address to which notices must be sent by providing notice of that change as provided in this paragraph.

15. PARAGRAPH HEADINGS.

Theparagraph headings contained herein areforconvenience andreference only and are not intended to define or limit the scope of this agreement.

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13 16. EXECUTION OF AGREEMENT.

ThisAgreement maybeexecuted inuplicate originals, eachbearingthe original signature of the parties. Alternatively, this Agreement may be executed and delivered by facsimile or other electronic transmission, and in more than one counterpart, each of which shall be deemed an original, and all of which together shall constitute one and the same instrument.

When executed using either alternative, the executed agreement shall be deemed an original admissible as evidence in any administrative or judicial proceeding to prove the terms and content of this Agreement.

WHEREFORE, theparties haveenteredthis Agreement on the date first written above.

CONTRACTOR CITYOFUKIAH
By: By:

Leonardo Martinez SageSangiacomo
Director ofLarge Loss CityManager
California Contractor' s License Number: 1036250
Department of Industrial Relations Registration Number: 1000040614 German

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14 EXHIBIT A SCOPE
The work is for any and all necessary cleaning and/or restoration services at 1350 Hastings Road, Ukiah, California, that are eligible expenses covered under Claim Number 002 059250 00.Q as approved by McLarens Insurance and the City of Ukiah. Any expenses not pre approved by McLarens Insurance and the City of Ukiah will be the sole responsibility of West Coast Fire and Water.

1 West Coast Fire and Water
5846 Live Oak Dr. # 1
Kelseyville, Ca 95451
Phone: 1(888)617-3786
Fax: 1(888)411-9985
Federal Employer Identification Number #90-0725162
service@westcoastfireandwater. com
Insured: City of Ukiah Home: ( 707) 463-6233
Property: 1350 Hastings Rd
Ukiah, CA 95482
Estimator: Leo Martinez Business: ( 707) 245- 7017
E- mail: lmartinez@westcoastfireandw
ater.com
Position: Director Of Large Loss
Company: West Coast Fire and Water
Business: 3001 South State St #5
Ukiah, CA 95482
Claim Number: Policy Number: Type of Loss:< NONE>
Date of Loss: Date Received:

Date Inspected: Date Entered: 5/14/ 2020 9:00 AM
Price List: CAUK8X_ SEP22
Restoration/ Service/ Remodel
Estimate: T&MPRICING

EXHIBIT B

2 West Coast Fire and Water
5846 Live Oak Dr. # 1
Kelseyville, Ca 95451
Phone: 1(888)617-3786
Fax: 1(888)411-9985
Federal Employer Identification Number #90-0725162
service@westcoastfireandwater. com
T& MPRICING 3/24/2023 Page: 2
CODES
Main Level

REGULAR WAGE ( NON PREVAILING)

REGULAR WAGE

DESCRIPTION QTY UNIT PRICE TOTAL
NON PREVAILING WAGE RATE***

1. Skilled Labor 1.00 HR @ 75. 00 = 75. 00

2. Supervisor 1.00 HR @ 85.00 = 85.00

3. Project Manager 1.00 HR @ 100. 00 = 100. 00

4. Project Manager- large loss 1.00 HR @ 125. 00 = 125. 00

5. Project Estimator 1.00 HR @ 120.00 = 120.00

6. Skilled Biohazard Technician 1.00 HR @ 120. 00 = 120. 00

7. Biohazard Supervisor 1.00 HR @ 125.00 = 125.00

8. Health and Safety Officer 1.00 HR @ 75.00 = 75.00

9. Admin 1.00 HR @ 40. 00 = 40. 00
Overtime rates will be calculated as rates above x1.5

PREVAILING WAGE

DESCRIPTION QTY UNIT PRICE TOTAL
PREVAILING WAGE RATES***

10. Skilled Labor 1.00 HR @ 123. 00 = 123. 00

11. Supervisor 1.00 HR @ 135.00 = 135.00

12. Project Manager 1.00 HR @ 130.00 = 130.00

13. Project Manager- large loss 1.00 HR @ 140. 00 = 140. 00

14. Skilled Microbial Remediaton Technician 1.00 HR @ 133.00 = 133.00

15. Microbial Remediation Supervisor 1.00 HR @ 145. 00 = 145. 00

16. Skilled Biohazard Bloodborne Pathogen Technician 1.00 HR @ 143. 00 = 143. 00

17. Biohazard Bloodborne Pathogen Supervisor 1.00 HR @ 155.00 = 155.00

18. Health and Safety Officer 1.00 HR @ 140. 00 = 140. 00

19. Admin 1.00 HR @ 70. 00 = 70. 00

20. Resources Coordinator 1.00 HR @ 100.00 = 100.00
Overtime rates will be calculated as rates above x1. 5
MATERIALS Height: 8'

3 West Coast Fire and Water
5846 Live Oak Dr. # 1
Kelseyville, Ca 95451
Phone: 1(888)617-3786
Fax: 1(888)411-9985
Federal Employer Identification Number #90-0725162
service@westcoastfireandwater. com
T&MPRICING 3/24/2023 Page: 3

DESCRIPTION QTY UNIT PRICE TOTAL

21. 4 mil 10X100 1.00 RL @ 140. 00 = 140. 00

22. 4 mil 10X100 (fire resistant) 1.00 RL @ 160.00 = 160.00

23. 6 mil 10X100 1.00 RL @ 184.00 = 184.00

24. 6 mil 10X100 ( fire resistant) 1.00 RL @ 315. 00 = 315. 00

25. Absorbent 1.00 BG @ 20.00 = 20.00

26. Adhesive spray 1.00 EA @ 15. 00 = 15. 00

27. Air Neutralizer 1.00 EA @ 41. 00 = 41. 00

28. Bags clear bags ( pack of 50) 1.00 BX @ 43.00 = 43.00

29. Bags garbage ( pack of 32) 1.00 BX @ 51. 00 = 51. 00

30. HEPA vac debris bag 1.00 EA @ 30. 00 = 30. 00

31. Bio hazard bags (pack of 50) 1.00 BX @ 75.00 = 75.00

32. Booties ( pair) 1.00 EA @ 1.00 = 1.00

33. Botanical disinfectant 1.00 GL @ 95.00 = 95.00

34. Box Large 4.5 cubic feet 1.00 EA @ 8.00 = 8.00

35. Box Medium 3 cubic feet 1.00 EA @ 6.00 = 6.00

36. Box Small 1.5 cubic feet 1.00 EA @ 4.00 = 4.00

37. Box waredrobe 24X24X34 1.00 EA @ 23. 00 = 23. 00

38. Bubble wrap roll 1.00 RL @ 115. 00 = 115. 00

39. Carpet shield protector 200' 1.00 EA @ 114.00 = 114.00

40. Chemical sponges 1.00 EA @ 5.00 = 5.00

41. Cleaner glass 1.00 EA @ 15. 00 = 15. 00

42. Cleaner heavy duty degreaser 1.00 EA @ 65.00 = 65.00

43. Deoderizer for ducting 1.00 GL @ 47. 00 = 47. 00

44. Deoderizer smoke/ odor 1.00 GL @ 126. 00 = 126. 00

45. Deoderizer thermal fog 1.00 GL @ 168.00 = 168.00

46. Dry Ice 1.00 LB @ 10. 00 = 10. 00

47. Duct sealant 1.00 GL @ 70.00 = 70.00

48. Encapsulant smoke/odor 1.00 5G @ 450.00 = 450.00

49. Filter carbon 1000/ 1200 1.00 EA @ 100. 00 = 100. 00

50. Filter carbon 2000 1.00 EA @ 170.00 = 170.00

51. Filter carbon 500 1.00 EA @ 70. 00 = 70. 00

52. Filter HEPA 1000/ 1200 1.00 EA @ 254. 00 = 254. 00

53. Filter HEPA 2000 1.00 EA @ 294.00 = 294.00

54. Filter HEPA 500 1.00 EA @ 194. 00 = 194. 00

55. FIlter pad 1000/ 1200 1.00 EA @ 3.00 = 3.00

56. FIlter pad 2000 1.00 EA @ 3.00 = 3.00

57. Filter pad 500 1.00 EA @ 3.00 = 3.00

58. Filter pleated 2000 1.00 EA @ 20.00 = 20.00

59. Filter pleated 500 1.00 EA @ 16.00 = 16.00

60. Filter pleated 1000/ 1200 1.00 EA @ 18. 00 = 18. 00

4 West Coast Fire and Water
5846 Live Oak Dr. # 1
Kelseyville, Ca 95451
Phone: 1(888)617-3786
Fax: 1(888)411-9985
Federal Employer Identification Number #90-0725162
service@westcoastfireandwater. com
T&MPRICING 3/24/2023 Page: 4

CONTINUED - MATERIALS

DESCRIPTION QTY UNIT PRICE TOTAL

61. Filter respirator (pair) 1.00 EA @ 24.00 = 24.00

62. Filter respirator odor ( pair) 1.00 EA @ 66. 00 = 66. 00

63. Floor scraper blades 1.00 EA @ 2.00 = 2.00

64. Furniture blanket 1.00 DA @ 2.00 = 2.00

65. Furniture blocks 1.00 BX @ 81. 00 = 81. 00

66. Gloves disposable 1.00 BX @ 18.00 = 18.00

67. Lay flat 12" x500' 1.00 LF @ 1.00 = 1.00

68. Lay flat 18" x500' 1.00 LF @ 1.25 = 1.25

69. Lay flat 22"x500' 1.00 LF @ 1.50 = 1.50

70. Lay flat 24" x500' 1.00 LF @ 1.75 = 1.75

71. Lay flat 30"x500' 1.00 LF @ 2.00 = 2.00

72. Mop/mop head/bucket combo 1.00 EA @ 25.00 = 25.00

73. N-95 1.00 EA @ 5.00 = 5.00

74. Paint remover 1.00 GL @ 78.00 = 78.00

75. Paint plastic 10x100 2 mil 1.00 RL @ 48. 00 = 48. 00

76. Furniture polish 1.00 EA @ 23. 00 = 23. 00

77. Stainless steel polish 1.00 EA @ 14.00 = 14.00

78. Poly hanger T clips 1.00 EA @ 8.00 = 8.00

79. Rags white ( 60 pack) 1.00 BX @ 100. 00 = 100. 00

80. Ramboard 38" wide 100' 1.00 RL @ 205.00 = 205.00

81. Sand bag ( filled) 1.00 EA @ 40. 00 = 40. 00

82. Saw zawzall blades (metal) 1.00 EA @ 4.00 = 4.00

83. Saw zawzall blade (wood) 1.00 EA @ 5.00 = 5.00

84. Scouring sponges ( yellow or green) 1.00 EA @ 3.00 = 3.00

85. Shrink wrap 1.00 RL @ 66.00 = 66.00

86. Tacky mat ( set of 25) 1.00 EA @ 120. 00 = 120. 00

87. Caution tape 1.00 RL @ 34. 00 = 34. 00

88. Duct tape 1.00 RL @ 17.00 = 17.00

89. Packaging tape 1.00 RL @ 12. 00 = 12. 00

90. Painters tape 2" 1.00 RL @ 20. 00 = 20. 00

91. Painters tape 3" 1.00 RL @ 28.00 = 28.00

92. Tyvek suits ( blue) 1.00 EA @ 22. 00 = 22. 00

93. Tyvek suits ( white) 1.00 EA @ 20. 00 = 20. 00

94. Tyvek suits (yellow) 1.00 EA @ 24.00 = 24.00

5 West Coast Fire and Water
5846 Live Oak Dr. # 1
Kelseyville, Ca 95451
Phone: 1(888)617-3786
Fax: 1(888)411-9985
Federal Employer Identification Number #90-0725162
service@westcoastfireandwater. com
T& MPRICING 3/24/2023 Page: 5

CONTINUED - MATERIALS

DESCRIPTION QTY UNIT PRICE TOTAL

95. Water case ( 24 pack) 1.00 EA @ 24. 00 = 24. 00

96. Zipper ( 2 pack) 1.00 EA @ 30. 00 = 30. 00

97. Cleaner simple green 1.00 EA @ 43.00 = 43.00
SMALL TOOLS FEE OF 3% WILL BE APPLIED TO INVOICE ON LABOR ONLY**

EQUIPMENT

DESCRIPTION QTY UNIT PRICE TOTAL

98. Air compressor 1.00 DA @ 100. 00 = 100. 00

99. Air mover 1.00 DA @ 30.00 = 30.00
100. Air scrubber 1000/ 1200 CFM 1.00 DA @ 125. 00 = 125. 00 101. Air scrubber 2000 CFM 1.00 DA @ 150. 00 = 150. 00
102. Air scrubber 500 CFM 1.00 DA @ 80.00 = 80.00
103. Airless spray 1.00 DA @ 165. 00 = 165. 00
104. Dehumidifer large 110- 159 PPD 1.00 DA @ 175. 00 = 175. 00 105. Dehumidifer medium 70-109 PPD 1.00 DA @ 150.00 = 150.00 106. Dehumidifer small 69 PPD 1.00 DA @ 120. 00 = 120. 00 107. Desiccant dehumidifer 1,000-2,500 CFM 1.00 DA @ 710.00 = 710.00 108. Desiccant dehumidifer 10,000 CFM 1.00 DA @ 2,400.00 = 2,400.00 109. Desiccant dehumidifer 15, 000 CFM 1.00 DA @ 3,350. 00 = 3,350. 00 110. Desiccant dehumidifer 3,000-4,000 CFM 1.00 DA @ 1,200.00 = 1,200.00 111. Desiccant dehumidifer 5000 CFM 1.00 DA @ 1,500. 00 = 1,500. 00 112. Desiccant dehumidifer 7,500 CFM 1.00 DA @ 2,000. 00 = 2,000. 00 113. Dolly 1.00 DA @ 22.00 = 22.00
114. Dry ice blasting machine 1.00 DA @ 650. 00 = 650. 00 115. Extractor- portable 1.00 DA @ 140. 00 = 140. 00
116. Extractor- truck mount 1.00 DA @ 525.00 = 525.00
117. Generator 10 KW 1.00 DA @ 125. 00 = 125. 00
118. Generator 100 KW 1.00 DA @ 950. 00 = 950. 00
119. Generator 150 KW 1.00 DA @ 1,100.00 = 1,100.00
120. Generator 175 KW 1.00 DA @ 1,250. 00 = 1,250. 00
121. Generator 200 KW 1.00 DA @ 1,300.00 = 1,300.00

6 West Coast Fire and Water
5846 Live Oak Dr. # 1
Kelseyville, Ca 95451
Phone: 1(888)617-3786
Fax: 1(888)411-9985
Federal Employer Identification Number #90-0725162
service@westcoastfireandwater. com
T&MPRICING 3/24/2023 Page: 6

CONTINUED - EQUIPMENT

DESCRIPTION QTY UNIT PRICE TOTAL
122. Generator 250 KW 1.00 DA @ 1,450. 00 = 1,450. 00
123. Generator 30 KW 1.00 DA @ 370. 00 = 370. 00
124. Generator 300 KW 1.00 DA @ 1,650.00 = 1,650.00
125. Generator 400 KW 1.00 DA @ 2,450. 00 = 2,450. 00
126. Generator 5 KW 1.00 DA @ 95. 00 = 95. 00
127. Generator 50 KW 1.00 DA @ 600.00 = 600.00
128. Generator 75 KW 1.00 DA @ 750. 00 = 750. 00
129. Hydroxyl generator 1.00 DA @ 300. 00 = 300. 00
130. Moisture meter 1.00 DA @ 75.00 = 75.00
131. Ozone generator 1.00 DA @ 300. 00 = 300. 00
132. Passenger van 1.00 DA @ 195.00 = 195.00
133. Pick up tuck 1.00 DA @ 205.00 = 205.00
134. PPE harness and lanyard 1.00 DA @ 30. 00 = 30. 00
135. Pressure washer 1.00 DA @ 150.00 = 150.00
136. Respirator full face 1.00 DA @ 12. 00 = 12. 00
137. Respirator half face 1.00 DA @ 42. 00 = 42. 00
138. Scaffolding 1.00 EA @ 45.00 = 45.00
139. Spider box 1.00 DA @ 72. 00 = 72. 00
140. Spider box cables 100' 1.00 DA @ 62. 00 = 62. 00
141. Thermal camera 1.00 DA @ 175.00 = 175.00
142. Thermohygrometer 1.00 DA @ 70. 00 = 70. 00
143. Vaccum back pack 1.00 DA @ 95.00 = 95.00
144. Vaccum HEPA turtle 1.00 DA @ 95.00 = 95.00
145. Work light temporary lighting 1.00 DA @ 20. 00 = 20. 00 146. Workstation ( table, chair) 1.00 DA @ 50.00 = 50.00

VEHICLES

DESCRIPTION QTY UNIT PRICE TOTAL
147. Box truck small 1.00 DA @ 340.00 = 340.00
148. Box truck medium 1.00 DA @ 415. 00 = 415. 00
149. Box truck large 1.00 DA @ 510.00 = 510.00

7 West Coast Fire and Water
5846 Live Oak Dr. # 1
Kelseyville, Ca 95451
Phone: 1(888)617-3786
Fax: 1(888)411-9985
Federal Employer Identification Number #90-0725162
service@westcoastfireandwater. com
T&MPRICING 3/24/2023 Page: 7

CONTINUED - VEHICLES

DESCRIPTION QTY UNIT PRICE TOTAL
150. Cargo van 1.00 DA @ 250.00 = 250.00
151. Dump truck ( does not include dump fees) 1.00 DA @ 600. 00 = 600. 00 152. Dump trailer (does not include dump fees) 1.00 DA @ 120.00 = 120.00 153. Catastrophe trailer 1.00 DA @ 600. 00 = 600. 00
Grand Total Areas:
384. 00 SF Walls 144. 00 SF Ceiling Ceiling528. 00 SF Walls and 144. 00 SF Floor 16. 00 SY Flooring 48. 00 LF Floor Perimeter

0.00 SF Long Wall 0.00 SF Short Wall 48.00 LF Ceil. Perimeter 144. 00 Floor Area 160. 44 Total Area 384. 00 Interior Wall Area 456.00 Exterior Wall Area 50.67 Exterior Perimeter of
Walls

0.00 Surface Area 0.00 Number of Squares 0.00 Total Perimeter Length

0.00 Total Ridge Length 0.00 Total Hip Length
Coverage Item Total % ACV Total %
Dwelling 29, 954. 00 79. 77% 29, 954. 00 79. 77%
Other Structures 0.00 0.00% 0.00 0.00%
Contents 7,594. 50 20. 23% 7,594. 50 20. 23%
Total 37,548.50 100.00% 37,548.50 100.00%

8 West Coast Fire and Water
5846 Live Oak Dr. # 1
Kelseyville, Ca 95451
Phone: 1(888)617-3786
Fax: 1(888)411-9985
Federal Employer Identification Number #90-0725162
service@westcoastfireandwater. com
T&MPRICING 3/24/2023 Page: 8
Summary for Dwelling
Line Item Total 29,954.00
Replacement Cost Value $ 29, 954. 00
Net Claim $ 29, 954. 00
Leo Martinez
Director Of Large Loss

9 West Coast Fire and Water
5846 Live Oak Dr. # 1
Kelseyville, Ca 95451
Phone: 1(888)617-3786
Fax: 1(888)411-9985
Federal Employer Identification Number #90-0725162
service@westcoastfireandwater. com
T&MPRICING 3/24/2023 Page: 9
Summary for Contents
Line Item Total 7,594.50
Replacement Cost Value $ 7,594. 50
Net Claim $ 7,594. 50
Leo Martinez
Director Of Large Loss

10 West Coast Fire and Water
5846 Live Oak Dr. # 1
Kelseyville, Ca 95451
Phone: 1(888)617-3786
Fax: 1(888)411-9985
Federal Employer Identification Number #90-0725162
service@westcoastfireandwater. com
T&MPRICING 3/24/2023 Page: 10
Recap by Room
Estimate: CODES
Area: Main Level
Area: REGULAR WAGE ( NON PREVAILING)
REGULAR WAGE 865. 00 2.30%
Coverage: Dwelling 100. 00% = 865. 00
Area Subtotal: REGULAR WAGE ( NON PREVAILING) 865. 00 2.30% Coverage: Dwelling 100. 00% = 865. 00
PREVAILING WAGE 1,414. 00 3.77%
Coverage: Dwelling 100.00% = 1,414.00
MATERIALS 4,759. 50 12. 68%
Coverage: Contents 100. 00% = 4,759. 50
EQUIPMENT 27, 675. 00 73. 70%
Coverage: Dwelling 100. 00% = 27, 675. 00
VEHICLES 2,835. 00 7.55%
Coverage: Contents 100.00% = 2,835.00
Area Subtotal: Main Level 37, 548. 50 100. 00%
Coverage: Dwelling 79. 77% = 29, 954. 00
Coverage: Contents 20. 23% = 7,594. 50
Subtotal of Areas 37, 548. 50 100. 00%
Coverage: Dwelling 79.77% = 29,954.00
Coverage: Contents 20. 23% = 7,594. 50
Total 37, 548. 50 100. 00%

11 West Coast Fire and Water
5846 Live Oak Dr. # 1
Kelseyville, Ca 95451
Phone: 1(888)617-3786
Fax: 1(888)411-9985
Federal Employer Identification Number #90-0725162
service@westcoastfireandwater. com
T&MPRICING 3/24/2023 Page: 11
Recap by Category
Items Total %
CONT: PACKING, HANDLNG, STORAGE 2,835. 00 7.55%
Coverage: Contents @ 100. 00% = 2,835. 00
LABOR ONLY 2,279.00 6.07%
Coverage: Dwelling @ 100.00% = 2,279.00
USER DEFINED ITEMS 4,759. 50 12. 68%
Coverage: Contents @ 100. 00% = 4,759. 50
WATER EXTRACTION & REMEDIATION 27,675.00 73.70%
Coverage: Dwelling @ 100.00% = 27,675.00
Subtotal 37, 548. 50 100. 00%

12 T&MPRICING 3/24/2023 Page: 12
Main Level

MATERIALSMATERIALS
Main Level
12'
12' 8"
12 12
8

Attachment 3

Agenda Item No: 13.b.

MEETING DATE/TIME: 4/19/2023
ITEM NO: 2023-2550

AGENDA SUMMARY REPORT
SUBJECT: Receive Report Regarding the Annual Review of the Ordinance for Shopping Cart Containment and Retrieval, and Provide Direction to Staff as Necessary.

DEPARTMENT: Community
Development PREPARED BY: Jesse Davis, Planning Manager
PRESENTER: Jesse Davis, Chief Planning Manager
ATTACHMENTS:

1. 1222 - Shopping Cart Regulations
Summary: The City Council will receive a report regarding the effectiveness of the City's shopping cart containment and retrieval ordinance, and provide direction to Staff as necessary.

Background: On April 4, 2018, the Ukiah City Council adopted Ordinance No. 1187, adding Article 8 to Chapter 2, Division 2 and Article 11 to Chapter 1, Division 7 to the Ukiah City Code (UCC) to regulate shopping cart containment and retrieval. It was subsequently amended through Ordinance No. 1191 on December 5, 2018. As noted in the summary information that follows, Ordinance No. 1187 required significant Staff time to regulate and was difficult to effectively enforce. This was due to the volume of shopping cart purveyors, limited penalties for non-compliance, lack of coordination with commercial entities in unincorporated Mendocino County, as well as turnover of retail Staff and management. Within the City of Ukiah, there are approximately 23 commercial entities that utilize shopping carts.

Summary of Past Reports
As of January 1, 2019, 14 businesses (70%) were in compliance with the requirements of Ordinance 1191.

The remaining businesses were referred to the City Attorney's Office for code enforcement or associated legal proceedings. In general, the ordinance was effective in initially reducing the number of abandoned carts during the first year of implementation (2019), and notably reduced cart retrieval pressures on the Ukiah Police Department (UPD). Enforcement and administrative responsibilities, however, increased for other City Departments.

On September 21, 2021, only 7 businesses were fully compliant with the requirements of Ordinance 1191. As additional shopping cart purveyors were identified, the compliance rate dropped to below 30%. During development of the Ordinance, it was believed that the required biennial renewal process would be relatively straightforward and involve little effort by Staff or the affected businesses. In 2020, Staff approached renewal efforts from this standpoint, sending courtesy letters to each business and making at least one follow-up call to each business that had not yet renewed their plan. While Staff received responses from the majority of businesses, these renewal efforts required substantial time by Planning Division Staff and the City Attorney's Office. Given the number of abandoned shopping carts accumulated at that time, it was unclear if these renewal efforts and broad regulations were effective.

In 2021-2022, the City's Corporation Yard stored approximately 146 carts, creating a significant administrative burden, as well as space constraints and safety concerns. During COVID, the rate of retrieval by retailers dropped precipitously. Due to retail staffing constraints during the pandemic, the need to clean carts prior to returning them to service and the difficulty of off-site retrieval, the number of carts accumulating at the Corp Yard increased to an unmanageable level, prompting the evaluation of City policy and the adoption of

Ordinance No. 1222.

In 2022, the City Council adopted Ordinance No.1222 (Attachment 1), which streamlined the City's approach to shopping cart enforcement, similar to the City of Eureka, which passed an updated ordinance in late 2021.

Current regulations allow City of Ukiah Staff to collect and more promptly dispose of abandoned carts found on public property. Carts retrieved by City Staff can be taken directly to the dump for recycling and disposal along with other waste or debris, if attempts to return the cart are unsuccessful. It also eliminated the need for retailers to develop retention plans that required review and approval by the City's Community Development Department.

Discussion: Since the adoption of Ordinance No. 1222, the City’s ability to address abandoned shopping carts has been streamlined, and administrative burdens reduced, especially for the Planning Services Division and the Streets Maintenance Division. This means that the cost of collecting and regulating shopping carts for the City of Ukiah has also been reduced. The City is no longer in the position of policing retailers' cart retention efforts, tagging and storing carts, sending notices and coordinating retrievals. Instead, the City actively addresses the blight of abandoned carts in the most efficient way possible through the combined efforts of the City's Code Enforcement Division (Community Development), Streets Maintenance Division (Public Works), and the Ukiah Police Department.

For 2022-2023, Staff note that the number of carts stored in the Corporation Yard has become more manageable, with numbers rarely exceeding 10-20 carts. A recent inspection of the Corporation Yard on April 3, 2023 identified no carts set-aside or stored. While abandoned shopping carts remain a priority for Staff across the city, received complaints are now sporadic and promptly addressed. Additionally, when abandoned carts are collected, there have been no obvious trends of repeat offenders or geographic clusters. To address these issues moving forward, Staff will continue to rely upon State Law (Business and Professions Code), as well as paying attention to trends or patterns that necessitate more nuanced and effective enforcement. In general, Staff has determined that due to the reduction in shopping carts stored in the Corporation Yard, sporadic complaints, and effective response protocols, the current ordinance (No. 1222) is effective, and that future annual reports to the City Council may not be necessary.

Staff recommends Council receive this report and provide additional direction as necessary.

Recommended Action: Receive the annual report and update regarding shopping cart containment and retrieval, and provide direction to Staff as necessary.

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: Department of Public Works (Streets); Ukiah Police Department DIVERSITY-EQUITY INITIATIVES (DEI): N/A
CLIMATE INITIATIVES (CI): N/A
GENERAL PLAN ELEMENTS (GP): GP-A4 - Public Facilities, Services, and Infrastructure Element

ORDINANCE NO. 1222
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF UKIAH AMENDING ARTICLE 8 OF CHAPTER 2, DIVISION 2 OF THE UKIAH CITY CODE TO REGULATE SHOPPING CART CONTAINMENT, RETRIEVAL, IMPOUNDMENT, AND DISPOSAL.

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

SECTION ONE. FINDINGS AND DECLARATION OF INTENT:

The City Council of the City of Ukiah hereby finds and declares as follows:

1. Abandoned shopping carts constitute a nuisance, create potential hazards to the health and safety of the public, and interfere with pedestrian and vehicular traffic within the City. 2_. The accumulation of wrecked, dismantled and abandoned shopping carts on public and private property also tends to create conditions that reduce property values, promoting blight and deterioration in the City.

3. The intent of this Ordinance is to ensure that measures are taken by businesses that own and use shopping carts to prevent the removal of shopping carts from store premises.

4. This Ordinance is based in part on California Business and Professions Code section 22435 and following.

SECTION TWO. Article 8, entitled " Shopping Cart Containment and Retrieval" is added to Chapter 2, Division 2 of the Ukiah City Code and shall read as follows.

ARTICLE 8. SHOPPING CART CONTAINMENT AND RETRIEVAL
Sections:
2380 Applicability.
2381 Definitions.
2382 Prohibitions.
2383 Shopping cart identification signs.
2384 Shopping cart plan.
2385 Enforcement.
2380 Applicability.

This Article applies to:

A. Each business owner in the City that provides shopping carts for customer use on the business premises; and
B. Any person who removes or who is in possession of or who has abandoned an off-site shopping cart.
2381 Definitions.

Attachment 1

Administrator means the Director of Planning and Community Development or his or her designee.

Business owner or owner means one or more persons or any legal entity, such as, but not limited to, a corporation, limited liability company, partnership or association that owns a business that provides shopping carts for customer use on the premises.

Off-site shopping cart means a shopping cart that has been removed from the premises where it belongs in violation of the requirements of this Article.

Premises means the entire area owned or under the control of a business owner, including the parking area and for businesses in a shopping center or other development where common areas serve more than one business, the common area shared by the business with other businesses in the development.

Shopping cart or cart means a basket or a similar device which is mounted on wheels and is generally owned and used as part of a retail establishment and used by a customer for transporting goods.
2382 Prohibitions.

A. Prohibitions Applicable to Business Owners. It is unlawful and a violation of this Article for a business owner to:

1. Fail to affix an identifying sign to each shopping cart;

2. Fail to retrieve shopping carts within three ( 3) business days of notice from the Administrator, the Director of Public Works, or their designee;

3. Allow or authorize a shopping cart to be removed from the premises, except to allow for shopping carts to be serviced or repaired by a qualified and licensed company off-site.

4. Fail to retrieve all shopping carts on the Premises daily to ensure the carts are secured from public access after close of business hours.

B. Other Prohibitions. It is unlawful and a violation of this Article for a person to:

1. Remove a shopping cart from the premises where it belongs; or

2. Possess an off- site shopping cart; or

3. Abandon an off-site shopping cart; or

4. Alter, convert, or tamper with a shopping cart, or remove any part or portion thereof or remove, obliterate or alter an identifying sign or serial numbers on a shopping cart. 2383 Shopping cart identification signs.

Each business that furnishes carts for use shall have a sign permanently affixed to each cart in a prominent location.
2

The sign shall include all of the following information:

A. The identity of the owner of the cart or the business, or both; B. The valid address or phone number of the business for returning the cart to the owner or business;
C. Notice to the public that the unauthorized removal of the cart from the premises or the unauthorized possession of the cart is a violation of state law and of the Ukiah City Code; and
D. Notice to the public that there shall be no authorized removal of the cart from the premises. 2384 City retrieval of carts.

A. The City may retrieve an abandoned or derelict cart from public property ( or private property with the consent of the property owner) in the following circumstances:

1. Where the location of the shopping cart will impede emergency services.

2. When the City or its agent has determined the cart appears to be obviously abandoned, derelict, or possessed by a person other than the owner of the cart while offsite.

B. Fees to recover costs of cart retrieval may be established from time to time by resolution of the City Council adopted in accordance with the procedures required by law. 2385 Immediate impound by City of abandoned or derelict carts.

Notwithstanding any other provision of this Code, the City may immediately impound and dispose of all carts determined by the City to be abandoned or derelict and located off-site. 1= ees to recover costs of cart impoundment and disposal may be established from time to time by resolution of the City Council adopted in accordance with the procedures required by law. 2386 Property in abandoned or derelict carts.

A. Any personal property found in a cart must be retained by the City or its agent for twentyfour ( 24) hours in order to determine if it is abandoned property. Trash or waste must be discarded as appropriate or required by law.

B. Once a determination is made by the City or its agent, abandoned property found in a cart is subject to the property procedures set forth in Policy 802 of the Ukiah Police Department Policy Manual, as the same maybe amended from time to time. 2387 Enforcement
A. Retrieval. Whenever the Administrator, the Director of Public Works, or their designee notifies a business owner of an off-site cart, either verbally or in writing, the owner shall retrieve the cart within three ( 3) business days or be found in violation of this Article and subject to the enforcement procedures found in Subsection C of this Section. 3

B. Violations.

The following will be subject to any enforcement procedures permitted by law, as set forth in Subsection C of this Section:

1. An owner who violates this Article;

2. A person who removes or possesses or abandons a shopping cart off-site;

3. A person who alters, converts, or tampers with a shopping cart; or

4. An owner of real property who allows off-site carts to remain on his, her or its real property.

C. The enforcement procedures permitted by law for violations of this Article include:

1. Prosecution as a misdemeanor under the authority of California Business and Professions Code sections 22435. 2 or 22435. 3 or Section 6098 of this Code.

2. Imposition of a fine not exceeding ( 1) one thousand dollars ($ 1000. 00) for a first violation, ( 2) two thousand dollars ($ 2000, 00) for a second violation within the same year, and ( 3) ten thousand dollars ($ 10, 000. 00) for each additional violation within the same year.

3. Procedures for abatement of a nuisance under Ukiah City Code Sections 3452.K and 3402. A, the civil and criminal penalties in Ukiah City Code Section 3424, and any other applicable administrative penalties contained in the Ukiah City Code.

4. Civil action for enforcement, including to abate a public nuisance by injunction, the City Council declaring that a violation of this Article constitutes a public nuisance.

5. Failure to pay a fine imposed pursuant to this Subsection within thirty ( 30) days may result in proceedings for revocation of a business license or site development permit, if applicable.

These enforcement procedures and penalties are cumulative with each other and any other remedy available at law or in equity, and are not mutually exclusive. Any one or more of them may apply and be used or charged in response to a single violation of this Article.

SECTION THREE.

1. 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 4

other sections, subsections, subdivisions, paragraphs, sentences, clauses or phrases hereof be declared invalid or unenforceable.

2. EFFECTIVE DATE.

This Ordinance shall be published as required by law in a newspaper of general circulation in the City of Ukiah, and shall become effective thirty ( 30) days after its adoption.

Introduced by title only on March 16, 2022, by the following roll call vote:

AYES: Councilmembers Orozco, Rodin, DuefSas, and Mayor Brown NOES: None
ABSENT: Councilmember Crane
ABSTAIN: None
Adopted on April 6, 2022 by the following roll call vote:

AYES: Councilmembers Orozco, Crane, Rodin, Duehas, and Mayor Brown NOES: None
ABSENT: None
ABSTAIN: None
O. Brown, Mayor
TTEST:

Kristine Lawler, City Clerk
5

Agenda Item No: 13.c.

MEETING DATE/TIME: 4/19/2023
ITEM NO: 2023-2578

AGENDA SUMMARY REPORT
SUBJECT: Approval of Plans and Specifications for the Recycled Water Project Phase 4, Specification 23-01, and Authorize Staff to Issue Bids.

DEPARTMENT: Public Works PREPARED BY: Seth Strader, Administrative Analyst PRESENTER: Sean White, Water Resources Director
ATTACHMENTS:

1. January 19, 2022, Staff Report

2. Map

3. Drawings Reduced Size

4. Specifications
Summary: Staff is requesting City Council Approval of Plans and Specifications for the Recycled Water Project Phase 4, and authorization for Staff to issue bids for Specification Number 23-01.

Background: The City of Ukiah coordinated with Carollo Engineers on Phases 1-3 of the Recycled Water Project. Upon completion of these three phases, City Staff and Carollo discussed with the California State Water Resource Control Board (CSWRCB) the possibility of the pursuit of Prop 68 grant funds to be used for the further construction and expansion of the Recycled Water Project increasing the ability to support green spaces like parks, sports fields, schools, agriculture and industrial uses and reduce the demand of potable water.

Public Works Staff requested that Carollo begin design of a possible Phase 4 of the project, which was approved by City Council at the meeting of January 19, 2022 (Attachment 1). These designs included the demolition of existing infrastructure, new storage ponds, pump stations and pump station upgrades, surveys and geotechnical work, other infrastructure upgrades like valves, additional pipelines and more.

Discussion: The City was successful in receiving the Prop 68 grant totaling $53.7 million from the State Water Resources Control Board (SWRCB) to fund this project, which will extend the delivery of recycled water from it's current terminus at Ukiah Softball Complex west across Highway 101 up Brush Street, through Low Gap Road, providing recycled water to the facilities at Pomolita Middle School, the Cemetary, Ukiah High, Todd Grove Park, Anton Stadium, Giorno FIeld, Frank Zeek Elementry and Vinewood Park. See Attachment 2 for a map of the project.

The drawings for the project can be found in Attachment 3; the plans and specifications for the project can be found in Attachment 4.

Construction of the project is anticipated to begin mid-July, and Staff is working on a comprehensive outreach plan, including direct mail, social media, email updates, and a dedicated webpage to help keep the community informed throughout.

Recommended Action: Approve Plans and Specifications for the Recycled Water Project Phase 4 and Authorize Staff to Issue Bids for Specification Number 23-01.

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

PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: CSWRCB Grant
PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: Sean White, Water Resources Director; Jason Benson, Senior Engineer; and Tim Eriksen, Public Works Director/City Engineer.

DIVERSITY-EQUITY INITIATIVES (DEI):

CLIMATE INITIATIVES (CI): 7a – Expand sustainable water practices.

GENERAL PLAN ELEMENTS (GP):

GP-A4 - Public Facilities, Services, and Infrastructure Element

Agenda Item No: 12.d.

MEETING DATE/TIME: 1/19/2022
ITEM NO: 2022-1219

AGENDA SUMMARY REPORT
SUBJECT: Approve Contract Amendment Eight with Carollo Engineers for the Design Efforts of the Recycled Water Phase 4 Project in the amount of $4,600,773 and approval of corresponding budget amendment.

DEPARTMENT: Public Works PREPARED BY: Jason Benson, Senior Civil Engineer PRESENTER:

Tim Eriksen, Director of Public Works/City
Engineer
ATTACHMENTS:

1. Recycled Water Ph4 CO2 WWTP_12JAN2022
Summary: The City Council will consider giving approval of a contract amendment with Carollo Engineers for the design efforts of the Recycled Water Phase 4 project in the amount of $4,600,773 and approval of corresponding budget amendment.

Background: The City Council approved contract amendments and the budget required for Carollo Engineers to continue with Recycled Water Phase 4 Design on November 7, 2018. The items issued in the Scope of Work to perform are Tasks 1-9: Project Management, Funding, Preliminary Design, Permitting and Easement, Field Investigation Services and Hydraulics, Bid Support, Engineering Services during Construction (ESDC), and Construction Management. This work is to be completed with the issued budget of $2,627,484.75.

Two amendments, numbers 5 and 6, have been issued to the Carollo Contract 1314-231 for Phase 4 design work. Amendment 5 for Tasks 1-3: Project Management, Funding, Preliminary Design; and, Amendment 6 for Task 5: Field Investigation Services and Hydraulics. These amendments were approved 1/16/2019 and 5/3/2019, respectively. The four prior amendments approved for this contract work were for: additional geotechnical and environmental work, Recycled Water Phase 3 design, Chlorine Contact Basin (CCB) design, and additional CCB and Recycled Water Phase 3 design.

Amendment 7 was issued to the Carollo Contract 1314-231 for Phase 4 design work under Tasks 1-6: Project Management, Funding, Preliminary Design, Permitting and Easement, Field Investigation Services and Hydraulics, and Final Design. Amendment 7 was approved by City Council on 9/16/2020.

The 30% Design drawings and the Preliminary Design Report (PDR) were completed and submitted to the City in August 2019. This information was used by Carollo to submit an application for the State Revolving Fund (SRF) funding and coordination with the State.

The 60% Design drawings were completed and submitted to the City, and the City reviewed and provided comment in September 2021. The 90% Design drawings were completed and submitted to the City, and the City reviewed and provided comment in January 2022. During project design meetings between City Staff and Carollo Engineers, it was tentatively agreed to have the design complete, shovel ready, and ready for the bidding process, pending project funding sources, in Spring 2022.

Discussion: City Staff met with Carollo Engineers and California State Water Resources Control Board (CSWRCB) Staff in early November 2021. The topic of this meeting was to discuss the potential for a Prop. 68 ATTACHMENT 1

and Infrastructure Grant to fully pay for the overall construction of the project, and would equate to approximately $25M. This would include design cost to date expended by the City, and may include City Staff cost during construction. The City directed Carollo Engineers to provide a change order for all scope changes and future engineering efforts (Attachment 1), per CSWRCB discussion. Carollo Engineers has worked diligently to provide the scope changes. The City is only engaging in the changes that will be covered by the new grant.

On the water side of the Wastewater Treatment Plan (WWTP) process, recycled water is the final product from the Advanced Waste Treatment (AWT) and the Chlorine Contact Basin (CCB). Once treated water leaves the CCB, water is discharged to the Recycled Water ponds south of the WWTP. In order to have sufficient recycled water supply for all customers, an additional storage facility for secondary water is needed at the WWTP. The current process at the WWTP requires a lag time between process equipment to operate efficiently, and will remove using the percolation ponds for temporary storage. This will eliminate water loss to the environment and remove extra work time and cost by the WWTP crew to operate and maintain equipment.

A new pond and pump station will provide storage of the secondary water before entering the process into the AWTs.

The overall recycled water pipeline layout, the associated tank and pump station located at the Water Treatment Plant (WTP), and the appurtenances of it does not require design revisions since the last submittal of deliverables (December 2021).

Carollo Engineers has prepared a revised Scope of Work and the necessary actions to perform Task 1-9. This includes a cost Change Order for the additional work for Task 1-6 and to include Task 7-9. The added cost is for a revision to the project design and the documents associated with this process (Task 1-6), and will incorporate the design changes for a new pond and pump station at the WWTP. Other added cost is for Task 7-9: Bid Support, Engineering Services during Construction (ESDC), Construction Management. Task 7-9 will be initiated through Task Orders to Carollo and approved for cost expenditure only when the project construction phases begin. Carollo Engineers has prepared a contract change order for a revised budget for the remaining and modified Tasks for the revised total contract budget of $6,471,103 (Attachment 1) for Phase

4. Carollo Engineers has prepared a contract change order for a revised budget for the remaining and modified Tasks to be completed at $4,600,773 (Attachment 1). This will increase the total contract value for all Recycled Water project work performed by Carollo Engineers (Phases 1-4 and CCB) to $10,644,367.

City Staff has discussed the grant options and procedures for applications with CSWRCB and Carollo Engineers. In order to get through the grant application and finalization process, Carollo Engineers will have to perform administrative and engineering design work before the CSWRCB provides the City with a definative answer of the grant award to the City for construction and design cost of Phase 4. This will include geotechnical work, materials testing, site survey, production of design drawings, Engineer's Estimate for construction, and the preliminary report of findings. The estimated cost to the City for Carollo to get through the grant process is approximately fifty percent of the proposed amount for Task 1-6 in the amount of $864,433. This will include preliminary design of the WWTP pond and pump station upgrades, and if the grant is not approved, this design will already be in place for needed operational and critical plant updates. If the grant is approved, these costs will likely be eligible for reimbursement. Past and future amendments provide a Task Order to Carollo Engineers which only allows them to proceed with the scope of work when authorized by the City. To date, through Amendment 7 (dated September 4, 2020), Carollo Engineers is completing work described under Task 1-6. If the grant is not awarded or the City does not wish to continue work with Carollo Engineers for Task 7-9, Amendments for this work will not be executed by the City.

Recommended Action: Approve contract amendment eight with Carollo Engineers for the design efforts of the Recycled Water Phase 4 project in the amount of $4,600,773 and approval of corresponding budget amendment. .

BUDGET AMENDMENT REQUIRED: Yes
CURRENT BUDGET AMOUNT: 83027330.80230.18052: $0
PROPOSED BUDGET AMOUNT: 83027330.80230.18052: $4,600,773 FINANCING SOURCE: Water Fund - 82000000.30007
PREVIOUS CONTRACT/PURCHASE ORDER NO.: Carollo Engineers - COU No. 1314-231 COORDINATED WITH: Tim Eriksen, Director of Public Works/City Engineer

12 11 10
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44 RECYCLED WATER PIPELINE | CITY OF UKIAH
Disclaimer: Features shown in this
figure are for planning purposes and
represent approximate locations.

Engineering and/or survey accuracy
is not implied.

Data Sources: CIty ofUkitah, ESRI,
USGS
O
0 0.25 0.5
Miles
Figure 1 Phase 1 - Phase 4 Pipe Alignment
Legend
WWTP
Pipeline Alignment Phases
1+2
3 4
Customers
Agriculture
Landscape
New Pond
ATTACHMENT 2

DISTRIBUTION SYSTEM
PHASE 4 RECYCLED WATER

PROJECT LOCATION
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CITY OF UKIAH

RECYCLED WATER PROJECT
PHASE 4 - SPECIFICATION NO. 23-01
100% SUBMITTAL
8660F10
UKIAH, CA 95482
935 RIVER STREET,
LOCATION:

WATER TREATMENT PLANT
UKIAH, CA 95482
300 PLANT ROAD
PLANT LOCATION:

WASTEWATER TREATMENT
VOLUME 3 OF 3
No. 76832
PROJECT NO. 8660F10 FILE NAME: 8660F1000G01.dgn
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Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:18:14-07'00'

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GENERAL
1 00G01 COVER SHEET, VICINITY AND LOCATION MAP
2 00G02 DRAWING INDEX
3 00G03 GENERAL NOTES, LEGEND, AND SYMBOLS
4 00G04 GENERAL ABBREVIATIONS
5 00G05 KEY MAP AND SURVEY CONTROL
6 00G06 RECYCLED WATER SERVICE SCHEDULE
7 00G07 DESIGN CRITERIA, PIPE SERVICE ABBREVIATIONS AND PROCESS AREA NUMBERS 8 00G08 LIQUIDS PROCESS FLOW DIAGRAM
9 00G09 SITE PLAN

DEMOLITION
10 00D01 SITE PLAN
11 60D01 DECHLORINATION STRUCTURE PLAN
12 60D02 DECHLORINATION STRUCTURE PHOTOS
13 85D01 AWT CLARIFIER/FILTER PLAN
14 85D02 AWT CLARIFIER/FILTER SECTION AND PHOTOS
15 85D03 AWT CLARIFIER/FILTER PHOTOS
16 87D01 BACKWASH PUMP STATION PLAN AND PHOTOS
17 89D01 CAROUSEL PUMP STATION PLAN
18 89D02 CAROUSEL PUMP STATION PHOTOS
19 91D01 SLUDGE LAGOON PLAN
CIVIL
20 00C01 GENERAL CIVIL LEGEND, AND SYMBOLS
21 00C02 GENERAL CIVIL NOTES AND SCHEDULES
22 00C03 WWTP SITE PLAN
23 91C01 PAU GRADING PLAN
24 91C02 PAU SECTIONS
25 91C03 PAU DETAILS
26 91C04 PAU DETAILS
27 91C05 PAU SURVEY CONTROL PLAN
28 91C06 PAU PUMP STATION PLAN
29 91C07 PLAN AND PROFILE PAU INLET YARD PIPING
30 91C08 PLAN AND PROFILE PAU OUTLET YARD PIPING
31 99C01 PLAN AND PROFILE - ALIGNMENT A STA A9+40 TO A19+00 32 99C02 PLAN AND PROFILE - ALIGNMENT A STA A19+00 TO A29+00 33 99C03 PLAN AND PROFILE - ALIGNMENT A STA A29+00 TO A39+00 34 99C04 PLAN AND PROFILE - ALIGNMENT A STA A39+00 TO A49+00 35 99C05 PLAN AND PROFILE - ALIGNMENT A STA A49+00 TO A59+00 36 99C06 PLAN AND PROFILE - ALIGNMENT A STA A59+00 TO A69+00 37 99C07 PLAN AND PROFILE - ALIGNMENT A STA A69+00 TO A79+00 38 99C08 PLAN AND PROFILE - ALIGNMENT A STA A79+00 TO A89+00 39 99C09 PLAN AND PROFILE - ALIGNMENT A STA A89+00 TO A89+57.67 40 99C10 PLAN AND PROFILE - ALIGNMENT B STA B9+60 TO B19+00 41 99C11 PLAN AND PROFILE - ALIGNMENT B STA B19+00 TO B24.28.79 42 99C12 PLAN AND PROFILE - ALIGNMENT C STA C10+00 TO C19+00 43 99C13 PLAN AND PROFILE - ALIGNMENT C STA C19+00 TO C29+00 44 99C14 PLAN AND PROFILE - ALIGNMENT C STA C29+00 TO C39+00 45 99C15 PLAN AND PROFILE - ALIGNMENT C STA C39+00 TO C49+00 46 99C16 PLAN AND PROFILE - ALIGNMENT C STA C49+00 TO C59+00 47 99C17 PLAN AND PROFILE - ALIGNMENT C STA C59+00 TO C68+00 48 99C18 PLAN AND PROFILE - ALIGNMENT C STA C59+00 TO C70+49.19 49 99C19 PUMP STATION AND STORAGE SITE PLAN
50 99C20 PUMP STATION AND STORAGE GRADING AND DRAINAGE PLAN 51 99C21 PUMP STATION AND STORAGE GRADING DETAILS
52 99C22 SEWER REALIGNMENT

ARCHITECTURAL
53 99A01 ELECTRICAL BUILDING CODE ANALYSIS, SCHEDULES, AND EGRESS PLAN 54 99A02 ELECTRICAL BUILDING ROOF ELEVATIONS

STRUCTURAL
55 00S01 GENERAL STRUCTURAL NOTES
56 85S01 AWT CLARIFIER/FILTER PLAN
57 85S02 AWT CLARIFIER/FILTER SECTIONS AND PHOTO
58 91S01 PAU PUMP STATION PLANS
59 91S02 PAU PUMP STATION SECTIONS AND DETAILS
60 91S03 PAU PUMP STATION INLET STRUCTURE PLAN AND SECTIONS 61 95S01 PAU INLET STRUCTURE PLAN AND SECTION
62 99S01 ELECTRICAL BUILDING FOUNDATION PLAN
63 99S02 ELECTRICAL BUILDING ROOF FRAMING AND ROOF PLANS 64 99S03 ELECTRICAL BUILDING SECTION
65 99S04 RECYCLED WATER PUMP STATION PLAN AND SECTIONS
66 99S05 STORAGE TANK FOUNDATION PLAN
67 99S06 STORAGE TANK ROOF PLAN
68 99S07 STORAGE TANK SECTIONS AND DETAILS
69 99S08 STORAGE TANK SECTION AND DETAILS
70 99S09 BRIDGE PLAN AND SECTION
71 99S10 BRIDGE SECTIONS AND DETAILS

MECHANICAL
72 00M01 GENERAL MECHANICAL SYMBOLS
73 00M02 GENERAL HVAC NOTES, ABBREVIATIONS, AND SYMBOLS 74 60M01 DECHLORINATION STRUCTURE PLAN AND SECTION
75 85M01 AWT PROCESS FLOW SCHEMATIC
76 85M02 AWT CLARIFIER/FILTER PLAN
77 85M03 AWT CLARIFIER/FILTER SECTIONS
78 85M04 AIR WASH BLOWERS SECTIONS
79 85M05 COAGULANT FEED PUMP AND RAPID MIX PUMP PLAN, SECTION, AND DETAIL 80 87M01 BACKWASH PUMP STATION PLAN AND SECTION
81 89M01 CAROUSEL PUMP STATION PLAN AND SECTIONS
82 91M01 PAU PUMP STATION PLAN AND SECTION
83 99M01 RECYCLED WATER PUMP STATION PLAN, SECTION AND DETAIL 84 99M02 RECYCLED WATER PUMP STATION SECTION
85 99M03 METER AND CONTROL VALVE PLAN AND SECTION
86 99M04 ELECTRICAL BUILDING HVAC FLOOR PLAN AND SCHEDULE

ELECTRICAL
87 00GE01 LEGEND
88 00GE02 ABBREVIATIONS
89 01E01 RECYCLED WATER PUMP STATION AND STORAGE SITE PLAN 90 01E02 WWTP AND STORAGE POND PARTIAL SITE PLAN
91 01E03 WWTP AND STORAGE POND DETAILS AND SECTION
92 02E01 DUCT BANK SECTIONS 1
93 02E02 DUCT BANK SECTIONS 2
94 02E03 DUCT BANK SECTIONS 3
95 03E01 WTP MODIFIED OVERALL ONE-LINE DIAGRAM
96 03E02 SWBD-RWPS ELEVATION
97 03E03 SWBD-RWPS ONE-LINE DIAGRAM
98 03E04 WWTP MODIFIED OVERALL ONE-LINE DIAGRAM
99 03E05 CAROUSEL PUMP STATION DEMO ONE-LINE DIAGRAM
100 03E06 SWBD70281 AND SWBD70282 ONE-LINE DIAGRAM
101 03E09 MCC - C DEMO ELEVATION
102 03E10 MCC - C MODIFIED ELEVATION
103 03E11 MCC - C MODIFIED ONE-LINE DIAGRAM 1
104 03E12 MCC - C MODIFIED ONE-LINE DIAGRAM 2
105 03E18 MCC70291 PARTIAL ELEVATION
106 03E19 MCC70291 ONE-LINE DIAGRAM
107 03E20 MCC70292 PARTIAL ELEVATION
108 03E21 MCC70292 ONE-LINE DIAGRAM
109 03E22 MCC70293 PARTIAL ELEVATION
110 03E23 MCC70293 ONE-LINE DIAGRAM
111 04E01 PANELBOARD SCHEDULES 1
112 04E02 PANELBOARD SCHEDULES 2
113 05E01 LUMINAIRE, MANHOLE/HANDHOLE, AND DISCONNECT SCHEDULES 114 05E02 TITLE 24 COMPLIANCE SHEETS 1
115 05E03 TITLE 24 COMPLIANCE SHEETS 2
116 05E04 TITLE 24 COMPLIANCE SHEETS 3
117 12E01 POWER GENERATION BUILDING PARTIAL COMMUNICATION PLAN 118 60E01 DECHLORINATION STRUCTURE POWER, CONTROL, AND LIGHTING PLAN 119 70E01 DAFT EQUIPMENT BUILDING ELECTRICAL ROOM POWER, CONTROL, AND GROUNDING PLAN 120 80E01 STRUCTURE 80 PLAN
121 85E01 AWT BUILDING OVERALL PLAN
122 85E02 AWT BUILDING POWER AND CONTROL PLAN 1
123 85E03 AWT BUILDING POWER AND CONTROL PLAN 2
124 87E01 BACKWASH PUMP STATION POWER AND CONTROL PLAN
125 89E01 CAROUSEL PUMP STATION POWER AND CONTROL PLAN
126 89E02 CAROUSEL PUMP STATION LIGHTING, GROUNDING, AND RECEPTACLE PLAN 127 91E01 PAU PUMP STATION PLANS
128 99E01 EXISTING WATER TREATMENT BUILDING PARTIAL POWER AND CONTROL PLAN 129 99E02 RECYCLED WATER ELECTRICAL BLDG. POWER & CONTROL PLAN 130 99E03 RECYCLED WATER PUMP STATION BLDG. POWER & CONTROL PLAN 131 99E04 RECYCLED WATER STORAGE POWER & CONTROL PLAN
132 99E12 RECYCLED WATER ELECTRICAL BLDG. LIGHTING, GROUNDING, AND RECEPTACLES PLAN 133 99E13 RECYCLED WATER PUMP STATION LIGHTING, GROUNDING, AND RECEPTACLES PLAN 134 99E14 RECYCLED WATER STORAGE LIGHTING, GROUNDING, AND RECEPTACLES PLAN

INSTRUMENTATION
135 00GN01 SYMBOLS AND ABBREVIATIONS 1
136 00GN02 SYMBOLS AND ABBREVIATIONS 2
137 00GN03 SYMBOLS AND ABBREVIATIONS 3
138 00GN04 SYMBOLS AND ABBREVIATIONS 4
139 00GN05 SCHEMATIC SYMBOLS
140 00GN06 SAMPLE LOOP DRAWING
141 02N01 PCM-99400 ELEVATION LAYOUT
142 02N02 PCM-4 PANEL MODIFICATIONS
143 02N03 PLC-70299 PANEL MODIFICATIONS
144 04N01 RECYCLED WATER PUMP STATION NETWORK BLOCK DIAGRAM 145 04N02 ADVANCED WASTEWATER TREATMENT NETWORK BLOCK DIAGRAM 146 04N03 DAFT BUILDING NETWORK BLOCK DIAGRAM
147 06N01 CONTROL SCHEMATICS 1
148 06N02 CONTROL SCHEMATICS 2
149 06N03 CONTROL SCHEMATICS 3
150 06N04 CONTROL SCHEMATICS 4
151 06N05 CONTROL SCHEMATICS 5
152 06N06 CONTROL SCHEMATICS 6
153 09N01 PCS I/O TABLES
154 60N01 DECHLORINATION STRUCTURE P&ID
155 80N01 STRUCTURE 80 P&ID
156 85N01 AWT CLARIFIER/FILTER 1 P&ID
157 85N02 AWT CLARIFIER/FILTER 2 P&ID
158 85N03 AWT CLARIFIER/FILTER 3 P&ID
159 85N04 AWT CLARIFIER/FILTER 4 P&ID
160 85N05 AIR WASH BLOWERS 1, 2 & 3 P&ID
161 85N06 COAGULANT FEED PUMP P&ID
162 85N07 RAPID MIX PUMP P&ID
163 85N08 EXISTING CHLORINATION FACILITY ANALYZERS P&ID 164 87N01 BACKWASH PUMP STATION CHLORINE ANALYZER P&ID
165 88N01 CHLORINE CONTACT BASIN FLOW METERS P&ID
166 89N01 CAROUSEL PUMP & LEVEL CONTROLS P&ID
167 91N01 PAU PUMP STATION P&ID
168 99N01 RECYCLED WATER PUMP STATION 1 P&ID
169 99N02 RECYCLED WATER PUMP STATION 2 P&ID
170 99N03 RECYCLED WATER PUMP STATION 3 P&ID
171 99N04 RECYCLED WATER PUMP STATION PCM-99400 CABINET P&ID

TYPICAL DETAILS
172 00TA01 TYPICAL DETAILS - ARCHITECTURAL
173 00TA02 TYPICAL DETAILS - ARCHITECTURAL
174 00TC01 TYPICAL DETAILS - CIVIL
175 00TE01 TYPICAL DETAILS - ELECTRICAL
176 00TE02 TYPICAL DETAILS - ELECTRICAL
177 00TE03 TYPICAL DETAILS - ELECTRICAL
178 00TE04 TYPICAL DETAILS - ELECTRICAL
179 00TE05 TYPICAL DETAILS - ELECTRICAL
180 00TE06 TYPICAL DETAILS - ELECTRICAL
181 00TE07 TYPICAL DETAILS - ELECTRICAL
196 00TE08 TYPICAL DETAILS - ELECTRICAL
200 00TE09 TYPICAL DETAILS - ELECTRICAL
184 00TN01 TYPICAL DETAILS - INSTRUMENTATION
185 00TN02 TYPICAL DETAILS - INSTRUMENTATION
186 00TP01 TYPICAL DETAILS - PIPING
187 00TP02 TYPICAL DETAILS - PIPING
188 00TP03 TYPICAL DETAILS - PIPING
189 00TP04 TYPICAL DETAILS - PIPING
190 00TP05 TYPICAL DETAILS - PIPING
191 00TP06 TYPICAL DETAILS - PIPING
192 00TP07 TYPICAL DETAILS - PIPING
193 00TP08 TYPICAL DETAILS - PIPING
194 00TS01 TYPICAL DETAILS - STRUCTURAL
195 00TS02 TYPICAL DETAILS - STRUCTURAL
196 00TS03 TYPICAL DETAILS - STRUCTURAL
197 00TS04 TYPICAL DETAILS - STRUCTURAL
198 00TS05 TYPICAL DETAILS - STRUCTURAL
199 00TS06 TYPICAL DETAILS - STRUCTURAL
200 00TS07 TYPICAL DETAILS - STRUCTURAL
Digitally signed by Matthew C. Kallevant
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:50:25-04'00'

30°

REV DATE BY DESCRIPTION
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MATCH LINE

HIDDEN LINE
MATCH LINE SEE DWG ##X##

ELEVATION
TOC XXXX.XX

EXISTING ELEVATION

PLAN VIEW

PIPE BREAK

CROSS SECTION

PIPE BREAK

CONSTRUCTION

FUTURE CONSTRUCTION
(SINGLE LINE)

PIPE CONTINUATION

BRACKET
EF-EQUIP = FUTURE EQUIPMENT
EX-EQUIP = EXISTING EQUIPMENT

EQUIPMENT
EF-SIZE FLOW STREAM = FUTURE
EX-SIZE FLOW STREAM = EXISTING

SIZE FLOW STREAM

POINT OF VIEW

ARROW INDICATES
1 ##X## = SEE INDICATED DRAWING
- = SHOWN ON SAME DRAWING
DRAWING REFERENCE ##X##

DISCIPLINE DESIGNATOR

DRAWING

SEE INDICATED
DETAIL

SHEETS IN

TYPICAL DETAIL NUMBER

TYPICAL DETAIL TITLE
(WHEN APPLICABLE)

AREA DESIGNATOR
(REVISED)

DATE CREATED

PLAN NOT REFERENCED

LINE WORK
N = NOTE TO TYPICAL DETAIL USER
R = REVISED
J = JOB SPECIFIC
S = STANDARD

MODIFICATION NOTE
T.O.W. XXXX.X±

PIPE SIZE FLOW STREAM

OVERHEAD
Call
before you
Avoid overhead power line
contact. It's costly.

Phone Number
Replace with Regional

XXX-XX-XXXX
X" XXX
34 2
#
##X##
1 MOD SHT # OF #
LINE 2
LINE 1
LINE 3

VER DATE
TYP
?
C/1
##X##
FILE
SCALE
C
A FILE
RUBBER

TREAD PLATE

LANDSCAPING

GRATING
STEEL

ALUMINUM

OR COPPER

BRONZE, BRASS,

BRICK OR BLOCK

COURSE (ABC)

AGGREGATE BASE

BEDROCK

FIBERGLASS

CAST IRON OR
CLSM
(ALL CLASSES)

CONCRETE

DRAIN ROCK

OR BACKFILL

STRUCTURAL FILL
WOOD
SPAN

ASPHALT PAVING
GRAVEL

UNDISTURBED SOIL

EXISTING/
Know what's below.

Callbefore you dig.

SAND OR GROUT

KEY TAG X
00G03

TYPICAL DETAIL SHEETS

INDICATES LOCATED ON
(TYP)

THE DRAWING

MULTIPLE LOCATIONS WITHIN

TYPICAL DETAIL IS USED IN
(TYP) - INDICATES THE

DESCRIPTION

SECTION/DETAIL
PLAN

SHEET NUMBER

DESCRIPTION

PLAN/VIEW TITLE

REFERENCE

VIEW TITLE W/

SECTION OR DETAIL

CALL OUT

ENLARGED PLAN

DETAIL OR
NUMERIC = DETAIL
ALPHA = SECTION
NUMERIC = DETAIL
ALPHA = ENLARGED PLAN
TYP
?
A
##X##
##X##

DRAWING

SEE INDICATED

DRAWING

SEE INDICATED
8660F1000G03.dgn

UTILITY NAME UTILITY TYPE CONTACT PERSON CONTACT NUMBER CITY OF UKIAH WATER, SEWER, STORMWATER, ELECTRIC JASON BENSON (707) 510-5485 COMCAST CABLE STEVE STEVENS (707) 462-1184
PG&E GAS, ELECTRIC DAVE KELLY (800) 743-5000 ext 00
PACIFIC BELL TELEPHONE CONSTRUCTION & ENGINEERING (510) 645-2929 LEVEL 3 COMMUNICATIONS FIBER NETWORK (877) 366-8344 ext 2 ROGINA WATER CO. WATER DAN ROGINA
707-462-4443
UKIAH VALLEY SANIT. DIST.

SEWER FRANK MCMICHAEL 707-462-4429
WILLOW COUNTY WATER DISTRICT WATER DAVE REDDING 707-462-2666 MILLVIEW COUNTY WATER DISTRIC WATER - 707-462-7229

AS NECESSARY

VIEW DESCRIPTION,

AS NECESSARY

VIEW DESCRIPTION,
8660F10
MCK
PERFORM CONSTRUCTION WORK WITHOUT DAMAGE TO EXISTING FACILITIES.

CONTRACTOR SHALL LOCATE THESE FACILITIES IN THE FIELD AND MAKE PROVISIONS AS NEEDED TO ALL EXISTING ELECTRIC UTILITY POLES AND OVERHEAD WIRES ARE SHOWN ON THE DRAWINGS. THE CONFLICT IS RESOLVED BY THE CONSTRUCTION MANAGER WITHIN 30 DAYS AFTER IT IS REPORTED. NOT IMMEDIATELY AFTER THEY ARE DISCOVERED. NO DELAY CLAIMS WILL BE ACCEPTED IF THE APPARENT

CONTRACTOR SHALL REPORT POTENTIAL UTILITY CONFLICTS TO THE CONSTRUCTION MANAGER PIPELINE AND PARALLEL UTILITIES WITHIN TEN (10) FEET OF THE ALIGNMENT CENTERLINES. THE

ALIGNMENTS TO CONFIRM CLEARANCE BETWEEN THE EXISTING UTILITY AND THE NEW RECYCLED WATER IN THE VACINITY OF THOSE UTILITIES. UTILITIES TO BE POTHOLED INCLUDE ALL THAT CROSS THE PIPELINE NINETY (90) DAYS OF NOTICE TO PROCEED BUT NOT LESS THAN THIRTY (30) DAYS PRIOR TO EXCAVATION

UNDER THIS CONTRACT PRIOR TO SUBMITTING PIPE LAY DRAWINGS TO CONSTRUCTION MANAGER WITHIN

20. THE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES THAT MAY BE AFFECTED BY CONSTRUCTION DRAWINGS, SHALL BE PROVIDED PRIOR TO CASTING CONCRETE.

REVEALS NOT SHOWN ON THE STRUCTURAL DRAWINGS, THAT ARE REQUIRED BY OTHER CONTRACT

19. MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, ANCHORAGES, OPENINGS, RECESSES, AND VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.

OPENINGS CONTROLLED BY ARCHITECTURAL, MECHANICAL, OR ELECTRICAL EQUIPMENT SHALL BE BEFORE PLACING ANY STRUCTURAL STEEL OR CONCRETE. ALSO, STRUCTURAL DIMENSIONS AND

18. CONTRACTOR SHALL VERIFY LOCATION OF ALL ARCHITECTURAL, MECHANICAL, AND ELECTRICAL ITEMS

17. PROVIDE ALL SHEETING/SHORING REQUIRED TO PROTECT EXISTING STRUCTURES, PIPES AND FACILITIES.

OWNER OF THE ELECTRIC LINES.

LINES. CONTRACTOR SHALL ABIDE BY THE NATIONAL ELECTRIC CODE AND ANY REQUIREMENT BY THE

16. THE CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS IN THE VICINITY OF ANY OVERHEAD ELECTRIC DOWNTIME SHALL BE A MAXIMUM OF 2 HOURS, UNLESS SPECIFIED OR SHOWN OTHERWISE.

THE EXISTING PIPE SHALL REMAIN IN SERVICE UNTIL NEW PIPING IS READY TO BE PLACED INTO SERVICE.

15. CONTRACTOR SHALL REROUTE THE EXISTING PIPING IF REQUIRED TO MISS THE PROPOSED STRUCTURES.

TO MAINTAIN SERVICE.

PHASES OF WORK, AND IT CONFLICTS WITH NEW PIPING, TEMPORARILY RELOCATE PIPING AS REQUIRED

WHERE PIPING IS TO BE ABANDONED AND MUST REMAIN IN SERVICE UNTIL COMPLETION OF OTHER

14. ALL EXISTING PIPES THAT ARE TO BE ABANDONED IN PLACE OR REMOVED MAY NOT BE SHOWN.

IS NO LONGER IN SERVICE. LINES IN SERVICE SHALL BE MAINTAINED UNTIL NO LONGER REQUIRED.

13. CONTRACTOR SHALL VERIFY THAT PIPING SHOWN TO BE ABANDONED OR AS ABANDONED PREVIOUSLY CONTACT INFORMATION IS PROVIDED BELOW:

QUESTIONS OR COORDINATION OF CONSTRUCTION RELATED TO EXISTING UTILITIES. THE

12. THE CONTRACTOR SHALL CONTACT THE PROPER UTILITY REPRESENTATIVE AS FOLLOWS FOR GRADE AND VAULTS SHALL BE SIX INCHES ABOVE FINISHED GRADE.

WISE SHOWN OR DIRECTED. MANHOLES IN OPEN FIELDS SHALL BE SET TWELVE INCHES ABOVE FINISHED

11. ADJUST ALL VALVE BOXES, VAULTS, PULL BOXES, AND MANHOLES TO FINISHED GRADE UNLESS OTHERPROVIDE ALL SUPPORTS REQUIRED FOR A RIGIDLY SUPPORTED COMPLETE AND WORKING SYSTEM.

SHALL PROVIDE ALL FITTINGS, ADAPTERS, AND APPURTENANCES REQUIRED TO MAKE THE CONNECTIONS.

10. CONTRACTOR SHALL MAKE CONNECTIONS TO EXISTING PIPE, EQUIPMENT, ETC. AS REQUIRED AND WITHOUT ADDITIONAL COMPENSATION.

OR RECONSTRUCTED TO THE ORIGINAL OR BETTER CONDITION AT THE CONTRACTOR'S EXPENSE

ALL FACILITIES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED DAMAGE EXISTING FACILITIES AND UTILITIES SHOWN OR NOT SHOWN THAT ARE TO REMAIN IN PLACE.

9. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT FROM SHOWN AROUND OR NEAR AREAS OF NEW CONSTRUCTION PRIOR TO START OF CONSTRUCTION.

THE CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS, SIZES, MATERIAL TYPES, AND ELEVATIONS RESPONSIBILITY FOR FACILITIES AND UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN.

AVAILABLE RECORDS OR ELECTRONIC FILES. NEITHER THE OWNER NOR ENGINEER ASSUMES ANY

8. EXISTING FACILITY AND UTILITY INFORMATION SHOWN ON THE DRAWINGS WAS OBTAINED FROM ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL INCLUDE COST FOR THIS IN THE BID.

FOR FURNISHING ALL FITTINGS AND ADAPTERS REQUIRED TO MAKE THE ROUTING CHANGES AT NO ARE NECESSARY TO MISS EXISTING PIPES, STRUCTURES, ETC. CONTRACTOR SHALL BE RESPONSIBLE OF 36" UNLESS NOTED OTHERWISE. PIPES SHALL BE ROUTED AS SHOWN UNLESS MINOR REVISIONS SPECIFICALLY INDICATED ON THE DRAWINGS. PIPE SMALLER THAN 12" SHALL HAVE A MINIMUM COVER

7. ALL PIPELINES 12" AND LARGER SHALL HAVE A MINIMUM COVER OF 48" UNLESS THE COVER DEPTH IS OWNER.

AND REINSTALL THEM AS REQUIRED TO ELIMINATE THE CONFLICT AT NO ADDITIONAL COST TO THE

SHALL TEMPORARILY RELOCATE CONFLICTING EXISTING UTILITIES AT TIE-IN/CONNECTION LOCATIONS LOCATION OF ALL EXISTING PIPING AND UTILITIES IN THE CONSTRUCTION AREA. THE CONTRACTOR

AND/OR OTHER PROPOSED UTILITIES, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE

6. PRIOR TO EXCAVATION FOR NEW STRUCTURES, ELECTRICAL CONDUIT, FABRICATION OF NEW PIPING AND REQUIREMENTS.

5. CONTRACTOR SHALL COMPLY WITH LOCAL CONSTRUCTION STORM WATER DISCHARGE REGULATIONS IN THE SAME AS FOR OTHER SIMILIAR WORK.

4. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF WORK. DETAILS SHALL BE EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON DRAWINGS.

AS INDICATED IN THE APPLICABLE TYPICAL DETAILS AND GENERAL NOTES. TYPICAL DETAILS SHALL APPLY

3. UNLESS DETAILED, SPECIFIED, OR OTHERWISE INDICATED ON THE DRAWINGS, CONSTRUCTION SHALL BE DOCUMENTS AND EXISTING CONSTRUCTION BEFORE PROCEEDING WITH WORK.

UTILITIES. CONTRACTOR SHALL NOTIFY ENGINEER IF THERE IS A CONFLICT BETWEEN THE CONTRACT

EXISTING CONDITIONS INCLUDING LOCATION AND DIMENSIONS OF ALL EXISTING CONSTRUCTION AND THE ENGINEER OF ANY DISCREPANCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL

2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THEY WERE WRITTEN IN THEIR ENTIRETY ON EACH SHEET.

1. FOLLOWING NOTES ARE GENERAL AND APPLY TO ALL SHEETS OF THESE CONTRACT DOCUMENTS AS IF THE PLANS.

WATER, SEWER, ELECTRIC, AND CABLE LATERAL WHICH MAY NOT BE SHOWN ON

25. CONTRACTOR SHALL ASSUME THAT EACH PROPERTY HAS AN EXISTING GAS, PER UTILITY OWNERS SPECIFICATIONS DURING EXCAVATION.

ELECTRIC UTILITIES AND POLES. ELECTRIC UTILITY POLES SHALL BE SUPPORTED

24. CONTRACTOR SHALL USE CAUTION WHILE WORKING AROUND EXISTING OVERHEAD ENCROACHMENT PERMIT REQUIREMENTS.

ACCORDANCE WITH THE SPECIFICATIONS AND THE COUNTY

COORDINATED WITH THE TRAFFIC CONTROL PLAN AND IN

MENDOCINO COUNTY, AND SHALL IMPLEMENT TRAFFIC CONTROL

CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO
RESUMED. FOR CONSTRUCTION OUTSIDE OF CITY LIMITS, THE

PLATES (NON-SKID SURFACE TYPE) AND TWO WAY TRAFFIC SHALL BE

EACH WORKING DAY, EXCAVATIONS MUST BE COVERED WITH STEEL IN THE SPECIFICATIONS, INCLUDING SECTION 01140. AT THE CLOSE OF

23. CONTRACTOR SHALL COMPLY WITH TRAFFIC RESTRICTIONS DETAILED WITH WORK.

DOCUMENTS AND EXISTING CONSTRUCTION BEFORE PROCEEDING

NOTIFY ENGINEER IF THERE IS A CONFLICT BETWEEN THE CONTRACT ALL EXISTING CONSTRUCTION AND UTILITIES. CONTRACTOR SHALL

EXISTING CONDITIONS INCLUDING LOCATION AND DIMENSIONS OF

22. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXCAVATIONS.

SHALL COMPLY WITH ALL APPLICABLE REGULATIONS PRIOR TO AND DURING 48 HOURS IN ADVANCE OF ANY EXCAVATION (1-800-277-2600). THE CONTRACTOR

21. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT LEAST

GENERAL NOTES CONTINUED
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:19:42-07'00'

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 76832
P
lotD
ate: 06-APR
-2023 10:23:50
AM
U
ser:svcPW
Model:

Layout1 C
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D
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cript:

C
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td_P
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PROJECT NO. FILE NAME:

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B
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GRV
GPM
GPD
GRTG
GR
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HP
HORIZ
HPU
HPA
HGT
HDW
HB
HEF
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GND
FX
FW
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FXC
FV
FT or '
FSTN
FUP
FTG
GA
GL
GEN
GM
GLV
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GALV
GAL
GB
GAV
LAV
LAB
LDF
LB(S)
L
JST
IRR
KGV
JT
LDFR
LP
LLV
LPG
LPA
LLH
LG
LF
LL
LHRA
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HWR
HWL
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HSF
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HTX
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INSTR
INJ
INV
INSUL
INF
ID
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IN or "
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ECU
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EPV

ECC RED
DR
DPV
DRV
DRT
DO
DMS
DMP
do
DN
DS
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DWL(S)
EC
EA
DWD
DUC
DSW
DW
DUH
FLD
FLA
FLEX
FLE
FL
FILT
FH
FIN FL
FIN
FLG
FRPP
FPP
FS
FRS
FPM
FLGA
FO
FND
FG
EXPO
EXP
FAD
EXT
EWH
EW
EVR
EWEF
EWC
FB
FDL
FD
FEFF
FDR
FCU
FC
FBW
FCO
FCA
REG
REF
REJ
REINF
RED
RDL
RD
RECIRC
RDOF
REQD
RHRB
RH
RM
RLS
RG
RES
RER
RF
REV
RCP
PSI
PSG
PT
PSIG
PSF
PRR
PROJ
PS
PRV
PV
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PLW
RAS
R/W
PVT
PVDF
PVC
PVMT
PVI
SEC
SE
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SECT
SDO
SCR
SCR
SDL
SD
SEP
SHT
SHR
SK
SIM
SHDR
SFW
SF
SHD
SG
SCO
RT
RR
RUD
RTF
RPMP
ROT
RO
RPM
RP
RW
SCB
SC
SCFM
SCD
SA
RWW
RWR
S
S/W
MOD
MO
MON
MOIST
ML
MIX
MISC
MK
MJ
MOS
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NEV
NO., #
NIC
NA
MS
MPM
N
MTD
MIN
MAN
MAINT
MAU
MATL
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LS
LR
LWL
LT
MAX
MG/L
MFR
MH
MGD
MET
MC
MB
MECH
MD
PLAS
PIV
PMP
PLWD
PI
PERP
PE
PH
PG
PNL(S)
PRC
PPMV
PRI
PRG
PP
POLY
POL
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POS
PDP
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OPP
OPNG
OBD
NPT
NOM
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OPP HND
PCP
PCCP

PD, PLD
PD
PCC
OZ
PC
PBL
DLV
TOP OF

INSIDE FACE

WTP WATER TREATMENT PLANT

WEATHERPROOF, WATERPROOF
NUMBER (REBAR Ø)

OUTSIDE FACE
RSR

WORKING POINT
TRD
RISER
RAD
TREAD

TOP OF STEEL
WPT

TAS THREADED ANCHOR STUD
#
ELL

EXHAUST FAN, EACH FACE

DEFLECTION ANGLE, CENTRAL ANGLE
EL
FRP

INTERIOR

FIBERGLASS REINFORCED PLASTIC
INT

CLEANOUT
O.F.

CTJ
I.F.

T.O.

CONTROL JOINT

HOOK ONE END

HOOK TWO ENDS

GALVANIZE(D)

ADDL ADDITIONAL
CIRC

ADJACENT, ADJUST, ADJUSTABLE

ABOVE FINISHED FLOOR

CONSTRUCTION JOINT
COL(S)
AL

APPROXIMATE, APPROXIMATELY

POLYMER SOLUTION

UHMW ULTRA HIGH MOLECULAR WEIGHT

UHMWPE ULTRA HIGH MOLECULAR WEIGHT POLYETHYLENE
WRS

HIGH DENSITY POLYETHYLENE
PLS
HDPE

COLUMN(S)

LEFT HAND

LOW PRESSURE

HOLLOW STRUCTURAL SECTION (STEEL)
LH
LPT

NEAR SIDE

NOT IN CONTRACT

LOW POINT
NS

HIGH POINT
ELBOW

ELEVATION

DEMO DEMOLISH, DEMOLITION
EQUIP

FIBERGLASS REINFORCED PLASTIC PIPE
HPT
EX

FINISHED GRADE

CHLORIDE

TIME DELAY RELAY, TOWEL DISPENSER/RECEPTACLE

RIGHT HAND REVERSE ACTIVE

RIGHT HAND REVERSE

TOP OF GRATING

VEC VINYL ESTER COATING

THICKENER SUPERNATANT OR SUBNATANT

TRIAD (THREE CONDUCTOR SHIELDED CABLE), TIMING RELAY
RHRA

REGULATION VALVE, PRESSURE RELIEF VALVE
PREFAB

MASY MASONRY

PREFABRICATED

STORE FRONT GLAZING SYSTEM
RHR
SGS

STATIC PRESSURE, SET POINT WATER SURFACE

POINT, POINT OF TANGENCY

REVISION, REVERSE

TOP OF CURB

SERVICE VALVE, SHUTOFF VALVE, SOLENOID VALVE

WATER METER
VALVE

WEST, WIDTH

PROGRESSIVE CAVITY PUMP

ASPHALTIC CONCRETE

CATCH BASIN

WSTP WATERSTOP

CONTROL POINT

BFG BELOW FINISHED GRADE
CARPET

END OF CURVE
WTF
WWTF

TUR TURBINE

WATER TREATMENT FACILITY

BTWN BETWEEN

WASTEWATER TREATMENT FACILITY
FIN GR

TANGENT LENGTH, THERMOSTAT, TIMER

OPEN EQUIPMENT DRAIN
NPW
OED

NON-POTABLE WATER

RTU ROOF TOP UNIT
SCH

RADIUS, RADIAL

CIRCUMFERENTIAL/CIRCUMFERENCE

GENERAL, GENERATOR
GYPSUM

FXE FIRE EXTINGUISHER - ELECTRICAL
GYP

LHR LEFT HAND REVERSE

LHRB LEFT HAND REVERSE BEVEL

FACTORY

CURRENT TRANSFORMER, CERAMIC TILE
CLK

CORRUGATE(D), CORROSION
BCKR
EXIST
FACT

BACKER BOARD

EXISTING
CKF
CKB
CKS
CKA
CI

CHKD PL
CJ
CIP
CLD
CMLC
CML
CMU
CMP
CLV
CLP
CLL
CLS
CLR
CHF
C
BV

CAUSTIC
CA
BTU
BPV
BOTTS
BSP
BRG
CB
CFM
CF
CHEMD
CFS
CEF
CD
CC
CDT
CDL
DDR
DFL
DET
DBL
CY
CWV
D/W
D
DG
DISCH
DIP
DL
DIW
DIM
DIAG
DIG
DIF
CW
CORR
CPT
CP
CONST
CO
CNV
CONN
CONC
CPVC
CU
CTSK
CV
CUP
CTR
CSP
CS
CTL
CT

MASONRY CONTROL JOINT

HEADED ANCHOR STUD
MCJ
CCB

COUPLING
CLSM

CHLORINE CONTACT BASIN
CPLG
HAS
ACI
ACB
ACU
ACP
AC
AB
@
ABS
ABC

CONTROLLED LOW STRENGTH MATERIAL
HSS
GC

GRAVITY BELT THICKENER
NC

SPECIFICATION(S)
TOG

NORMALLY CLOSED

SPEC(S)

GROOVED COUPLING
DWG(S)

DOWEL(S)

CONNECT, CONNECTION

DRAWING(S)
ELEC

FIRE DEPARTMENT CONNECTION
GBT

ELECTRICAL
FDC
BD
BCM
BDR
BDD
BC
AVG
AV
AW
AVV
BF
BLR
BLKHD
BOTT
BLK
BFV
BFP
BLDG
BKW
ASTM
AFC
AER
AFM
AFF
AED
ADJ
AD
ADR
ADMIN
AHU
ARCH
APPROX
ASSY
ARV
ANV
AIL
AIC
ANCH
ALT
SL

POLYMER BLENDER

POINT OF CURVATURE
OUNCE

OPENING

OPPOSITE HAND

OPPOSITE

PRESTRESSED CONCRETE CYLINDER PIPE

PRESSURE GAUGE

POST INDICATOR VALVE

POINT OF INTERSECTION

PERPENDICULAR

PULSATION DAMPENER

POSITIVE DISPLACEMENT, PLANT DRAIN

PLAIN END

POSITIVE DISPLACEMENT PUMP

OUTSIDE DIAMETER, OUTSIDE DIMENSION

MOP SINK

METERING PUMP

NORTH, NEUTRAL

MOUNTED

MOISTURE SEPARATOR

MODIFIED

MASONRY OPENING

MONUMENT

MOISTURE

NOT APPLICABLE
OPEN

ON CENTER

OPPOSED BLADE DAMPER

NATIONAL PIPE THREAD

NATURAL GRADE, NATURAL OR LP GAS

VALVE, NEEDLE

NOMINAL
NUMBER

PAVEMENT

POINT OF VERTICAL INTERSECTION

PLANT WATER

POINT OF VERTICAL TANGENCY

POUNDS PER SQUARE INCH GAUGE

POUNDS PER SQUARE INCH

POINT OF VERTICAL CURVATURE, POLYVINYL

PLUG VALVE

QUANTITY

RECIRCULATING

ROOF DRAIN OVERFLOW

REFERENCE

REDUCER, ROOF EQUIPMENT DRAIN

ROOF DRAIN LINE

RETURN ACTIVATED SLUDGE

RIGHT OF WAY

ROOF DRAIN

REINFORCED CONCRETE PIPE

PRESSURE GAUGE

POLYETHYLENE

POLYMER

POTABLE WATER

POSITION

PANEL(S)

PLASTIC

PLATE, PROPERTY LINE
PUMP

PLYWOOD

POWER POLE

PRESSURE REDUCING VALVE, PRESSURE

PRESSURE OR VACUUM RELIEF VALVE

POUNDS PER SQUARE FOOT

PUMP STATION, PIPE SUPPORT

PROJECTION

POINT OF REVERSE CURVATURE

PARTS PER MILLION (VOLUME)

PRIMARY

PRESSURE REGULATOR

INSTRUMENT AIR

HYDRANT

INCLUDE, INCLUDING
INCHES

HEIGHT BY WIDTH

HOT WATER SUPPLY

HOT WATER RETURN

INFLUENT
JOIST

KNIFE GATE VALVE
JOINT

IRON PIPE

INSTRUMENTATION

INJECTOR
INVERT

INSULAT(E)(ED)(ING)(ION)

HOSE VALVE

GATE VALVE

GALVANIZED STEEL PIPE

HOSE BIBB

EXPLOSION-PROOF, HIGH, HORIZONTAL

GRAVITY VENTILATOR

GALLONS PER MINUTE

GALLONS PER DAY

GRATING
GRADE

HARDWARE

HANDRAIL, HOSE REEL, HOUR

HEAT PUMP UNIT AIR

HEAT EXCHANGER

HOOD SUPPLY FAN

HIGH PRESSURE AIR

HOOD EXHAUST FAN

HEADWALL

HORIZONTAL
HEIGHT

MOTORIZED DAMPER

MECHANICAL COUPLING
METAL

MECHANICAL

MACHINE BOLT

MATERIAL
MANUAL

MAXIMUM

MAKE-UP AIR UNIT

MANUFACTURER

MECHANICAL JOINT
MIXER

MIXED LIQUOR
MARK

MISCELLANEOUS

MILLION GALLONS PER DAY

MILLIGRAMS PER LITER

MINIMUM

MANHOLE

MAINTENANCE

LINEAL FEET

LIQUID DIESEL FUEL RETURN

LEFT HAND REVERSE ACTIVE
LONG

LIQUID DIESEL FUEL

LABORATORY

ANGLE (STRUCTURAL), LENGTH, LOUVER

POUND(S)

LAVATORY

LIVE LOAD
LEFT

LAB SINK
MOTOR

LOW WATER LEVEL

LONG RADIUS

LONG LEG VERTICAL

LONG LEG HORIZONTAL

LIQUIFIED PROPANE GAS

LOW PRESSURE AIR

TURBIDIMETER SAMPLE

THICKENED SLUDGE DECANT

TELEPHONE TERMINAL BOARD

THERMOSTAT

TOP OF WALL
TANK

TEMPERATURE

TOP OF MASONRY

TOP OF CONCRETE

TURNING VANES
VARIES

UTILITY SINK

VITRIFIED CLAY PIPE

VALVE BOX

UNLESS NOTED OTHERWISE

TYPICAL

THREE-WAY VALVE

UNDERCUT

TELEPHONE MANHOLE

PIPE SUPPORT, SUPPORT

SLUICE GATE

SYMMETRICAL

SEAL WATER

STRUCTURAL
STEAM
STEEL

STRAINER

STEEL PIPE

SYNTHETIC

THICKENER, THICKNESS, THICK

TEST HOLE

TELESCOPING VALVE

THICKENED SLUDGE

TELEPHONE

TEMPORARY BENCHMARK

TOP AND BOTTOM

TOTAL DYNAMIC HEAD

TEMPERATURE CONTROL VALVE

YARD HYDRANT

YARD CLEANOUT

SSL SECONDARY SLUDGE
WYE

WASTEWATER

WATER CONTROL VALVE

WASTEWATER TREATMENT PLANT

WELDED WIRE FABRIC
PLCS

EMERGENCY HAND SWITCH

DP DEEP (OR DEPTH)
ESS
SW
PLACES

BG BREAK GLASS HAND SWITCH
WATER
WITH

VENT THROUGH ROOF

WASTE ACTIVATED SLUDGE

WITHOUT

VACUUM REGULATING VALVE

VOLUMETRIC FEEDER

VERTICAL
VOLUME

VACUUM GAUGE, VALLEY GUTTER

WALL CLEANOUT

WEIR GATE

WASTE OIL DRAIN

WALK THROUGH, WEIGHT

WATER SOFTENER

WALL LOUVER, WATER LEVEL

WALL FITTING, WASH FOUNTAIN

WALL EXHAUST FAN

WEIGHT INDICATOR

WATER HEATER
SAMPLE

SCRUBBER

SECONDARY CLARIFIER

SIDEWALK

RUPTURE DISK

RAW WASTEWATER

SMOKE CONTROL DAMPER

SUMP DISCHARGE DRAIN LINE

SECONDARY EFFLUENT

SLUDGE DRAWOFF

SILICON CONTROL RECTIFIER

SCHEDULE

STANDARD CUBIC FEET PER MINUTE

BAR SCREEN

SURFACE CLEANOUT

ROTARY FEEDER

RETURN FAN

RESERVOIR

RIGHT HAND

RETURN GRILLE RUBBER GASKET

REACTOR

REINFORCE(D)(ING)(MENT)

REGULATOR, REGULATING

REQUIRED

RUBBER EXPANSION JOINT

RIGHT HAND REVERSE BEVEL

REINFORCED PLASTIC MORTAR PIPE

REVOLUTIONS PER MINUTE
RIGHT

RADIUS POINT
ROOM

REGISTERED LAND SURVEYOR

ROTAMETER

ROUGH OPENING
SQUARE

SAMPLE WATER

SQUARE INCH(ES)

SQUARE FEET

SAMPLE SINK

SINGLE POLE DOUBLE THROW

SUMP PUMP DRAIN
SPARE

SPLITTER BOX

SHORT RADIUS, SUPPLY REGISTER

STANDARDS(S)

STABILIZER

STIRRUPS

STIFFENER

STATION

SANITARY SEWER, SELECTOR SWITCH

SCRUBBER RECIRCULATION LIQUID (CAUSTIC)

STAINLESS STEEL

SERVICE SINK

SOLUTION

SUPPLY GRILLE

SOFTENED WATER

SOLIDS HANDLING-RECYCLE

SHOWER DRAIN

SUPPLY FAN

SECTION

SECONDARY, SECOND

SEPTAGE

SEDIMENTATION
SHOWER

SLEEVE VALVE

SLIDE GATE

SUPERNATANT OR SUBNATANT

SAMPLER, SUMP PUMP

SLUDGE COLLECTOR DRIVE

SIMILAR
SHEET

SLOPE, SLUDGE

SKIMMINGS
GROUND

AT (MEASUREMENT)
YH

AGGREGATE BASE COURSE
YCO
WWF
WW
Y
WWTP

ACRYLONITRILE BUTADIENE STYRENE

ACCESS DOOR

ADMINISTRATION

AERAT(ION)(OR)

AREA EQUIPMENT DRAIN

AREA DRAIN

AMERICAN CONCRETE INSTITUTE

AIR CIRCUIT BREAKER

AIR CONDITIONING UNIT

ASBESTOS CEMENT PIPE
WV
WCO
WAS
WF
WEF
W/O
VTR
VRV
W/
W
WH
WS
WRG
WTR
WT
WP
WL
WI
WOD
WM
BLOCK

BUILDING

PROCESS BLOWER

BULKHEAD

BACKWASH

BASIN DRAIN LINE

BACKDRAFT DAMPER

BUTTERFLY VALVE

BLIND FLANGE

BALL VALVE

BRITISH THERMAL UNITS

CAUSTIC SOLUTION (CONCENTRATED OR DILUTE)

CONCRETE ANCHOR

BLACK STEEL PIPE

BOTTOM SLUDGE
BOTTOM

BEARING

BACK PRESSURE VALVE
BOARD

ALUMINUM

ALTERNATE

ANGLE VALVE
ANCHOR

AIR INTAKE LOUVER

AIR FLOW MONITOR

AFTERCOOLER

AIR COMPRESSOR

AIR HANDLING UNIT

ARCHITECTURAL

ACID WASTE

AIR AND VACUUM VALVE

BATCHMETER

AVERAGE

ASSEMBLY

AIR RELEASE VALVE

ACID VENT

AMERICAN SOCIETY FOR TESTING AND MATERIALS
STIR
STIFF
STM
STL
STD(S)
ST
STB
STA
STP
SYM
SWR
T
SYN
SV
STRUCT
STR
SUPT
SUG
SSK
SP
SOL
SPDT
SPD
SN
SLG
SLC
SMP
SLV
SPL
SR

SQ IN(S)
SS
SRL
SQ FT
SPS
SPR
SQ
SPW
TYP
TWV
UC
TV
TSPL
TSD
TTB
TSTAT
UNO
VFR
VERT
VOL
VG
VCP
V
US
VB
VAR
TS
TEL
TDR
THK
TH
TDH
TBM
T&B
TCV
TC
TKS
TOS
TOM
TR
TOC
TMH
TLV
TNK
TMP

ELECTRIC WATER HEATER, EXHAUST

EACH WAY EACH FACE

EXPANSION, EXPANSION TANK

EXISTING

ELECTRIC WATER COOLER

ELECTRIC UNIT HEATER

ELECTRICALLY HEAT TRACED

EACH WAY

EVAPORATOR

EXPOSED

FLOOR CLEANOUT

FLANGE COUPLING ADAPTER

FIRE DAMPER, FLOOR DRAIN, FOUND

FAN COIL UNIT

FACE OF CURB, FLEXIBLE COUPLING

FOUL AIR DUCT

EXTERIOR

FILTER BACKWASH

FLAT BAR

EMERGENCY SHOWER AND EYE WASH

EFFLUENT

EXPANSION JOINT

EXTERIOR INSULATION AND FINISH SYSTEM

EQUIPMENT DRAIN
EACH
EAST

EVAPORATOR COOLING UNIT

ECCENTRIC REDUCER

INJECTOR/EDUCTOR

EQUIPMENT
EQUAL

EACH SIDE

EXHAUST REGISTER

ECCENTRIC PLUG VALVE

ELECTRICAL MANHOLE

EMBEDMENT

EXPANDED POLYSTYRENE

FLAP VALVE

FUEL DISPENSER

FIRE EXTINGUISHER

FOOTING

FROTH SPRAY

FOOT, FEET

FASTEN(ED)

FIRE EXTINGUISHER CABINET
GLASS

GRAVITY EXHAUST LOUVER

GAS METER

GLOBE VALVE

GRADE BREAK
GAUGE or GAGE

GAS, GROUND, GUTTER

GRAVITY VENTILATOR

GALLONS

FLEXIBLE PLASTIC PIPE

FILTRATE

FINISHED FLOOR

FIRE HYDRANT
FEEDER

FLOOR DRAIN LINE

FLAP GATE

FINAL EFFLUENT

FOUL AIR

FOUNDATION

FEET PER MINUTE

FILTER EFFLUENT

FILTER DRAIN

FLANGE, OR FLANGED

FLEXIBLE

CEMENT MORTAR LINED AND COATED

CEMENT MORTAR LINED

CONCRETE MASONRY UNIT

CORRUGATED METAL PIPE

CHLORINE GAS (VACUUM)

CHLORINE GAS (PRESSURE)

CHLORINE LIQUID

CHLORINE SOLUTION
CLEAR

CONVEYOR

CONTROL

CHEMICAL SUMP PUMP, CORRUGATED STEEL PIPE

COUNTERSUNK

CENTER, CENTERED

CARBON STEEL, CIRCULATING SLUDGE

CONSTRUCTION

CONCRETE

CHLORINATED POLYVINYL CHLORIDE

CHLORINE LEAK DETECTOR

CUBIC FEET PER MINUTE

CUBIC FEET

CHEMICAL DRAIN

CUBIC FEET PER SECOND

CEILING EXHAUST FAN

CEILING DIFFUSER, CONDENSATE DRAIN

CONDUIT

CHEMICAL DRAIN LINE

CHEMICAL FEEDER

CHECK VALVE, SWING

CHECK VALVE, FLAP

CHAIN LINK

CENTER LINE

CHECK VALVE, BALL

CAST IRON

CHECKERED PLATE

CHECK VALVE, ANGLE

CAST IRON PIPE
DOWN

DIAPHRAGM SEAL

DOOR OPENING
DITTO
DAMPER

DEIONIZED WATER

DISCHARGE

DOOR LOUVER

DEAD LOAD, DRAIN LINE

DIAPHRAGM VALVE

DUCT HEATER UNIT

DUST COLLECTOR

DEWATERING DRAIN

DISTILLED WATER

DISTILLED WATER, DOOR SWITCH

DRIP TRAP

DIGESTED SLUDGE, DOWN SPOUT

DRAIN VALVE

DUCTILE IRON PIPE

DEPTH, DIGITAL OR DISCRETE, DRAIN

CUBIC YARD
DOUBLE

DRIVEWAY

COMBINATION WASTE AND VENT

COPPER PIPE
CUBIC

COLD WATER

CHECK VALVE

DESICCANT DRYER

DIFFUSER

DIAGONAL

DIMENSION

DIGESTER

DIAMETER
DETAIL
DEGREE

DOOR GRILLE

DECANT/FILTRATE

SOUTH, SWITCH, SLOPE
CL
PL

FLOOR, FLOW LINE
T.O.W.

SST
FOB
FOC

FLAT ON BOTTOM

FACE OF CURB

BWCCP BAR-WRAPPED CONCRETE CYLINDER PIPE

RCCP REINFORCED CONCRETE CYLINDER PIPE

FLUSHING WATER, FINISHED WATER
CE
CE
4 GENERAL

GENERAL ABBREVIATIONS
00G04

POLYVINYLIDENE FLUORIDE
8660F1000G04.dgn

WV WATER VALVE

VLT VAULT

VPI VERTICAL POINT OF INTERSECTION

VC VERTICAL CURVE
UNKN
UGTEL
UGPB
UGG
UGE
UG

UNKNOWN

UNDERGROUND TELEPHONE

UNDERGROUND POWER BOX

UNDERGROUND G

UNDERGROUND ELECTRIC

UNDERGROUND
TOP

TS TRAFFIC SIGNAL

TOP OF PIPE

TB THRUST BLOCK

SANITARY WASTE, SOUTHWEST

SLUDGE TRANSFER, STREET

SSCO SANITARY SEWER CLEANOUT

SSMH SANITARY SEWER MANHOLE

SRF STATE REVOLVING FUND
SO2 SULFUR DIOXIDE
SDVLT
SDMH
SDDI

STORM DRAIN VAULT

STORM DRAIN MANHOLE

STORM DRAIN DROP INLET

SHLD SHOULDER

SMOKE DETECTOR, SPLITTER DAMPER, STORM DRAIN

RECLAIMED WATER RETURN

RECLAIMED WATER, REUSE WATER, RECYCLED WATER

RETURN REGISTER, RAILROAD

RCW RECLAIMED WATER

PHASE, PHYSICALLY HANDICAPPED, POT HOLE,

POINT OF COMPOUND CURVE

PLANT CONTROL CENTER,
OHW
OHU
OHE
OFL

OVERHEAD WIRE

OVERHEAD UTILITIES

OVERHEAD ELECTRIC

OVERFLOW

OTF OUTFALL
NWPRR
NW
NTS

NORTHWESTERN PACIFIC RAILROAD

NORTHWEST

NOT TO SCALE

LAT LATERAL

LONG LONGITUDINAL

JNCT JUNCTION

ISR INTRINSICALLY SAFE RELAY

IRRIGATION

IDENTIFICATION

INSIDE DIAMETER, INSIDE DIMENSION,

I INTERSECTION OF ANGLE

HIGH WATER LEVEL, HEADWALL

HOT WATER, HEADWALL

HWY HIGHWAY

HDG HOT DIPPED GALVANIZED

HIGH POINT

HEAT PUMP, HORSEPOWER, HIGH PRESSURE,

FAR SIDE, FIRE SERVICES

FSP FABRICATED STEEL PIPE

FOT FLAT ON TOP

FUEL OIL, FIBER OPTIC OR CATV

FM FORCE MAIN

FMSS FORCE MAIN SANITARY SEWER

FLR FILTER

FLANGE ADAPTER

FINISH, FINAL

EXHAUST GRILLE, EXISTING GROUND
EVC

EUG ELECTRICAL UNDERGROUND

ELECTRIC UNIT HEATER, END OF VERTICAL CURVE

EOP EDGE OF PAVEMENT

EDGE OF PAVING

EOA END OF ALIGNMENT

DOOR, DRAIN, DRIVE

D/W DRIVEWAY APRON

DIFF DIFFERENCE

DI DROP INLET

CULV CULVERT

CONT CONTINUOUS OR CONTINUATION OR (D) (OUS)

COORD COORDINATE

CMLSP CEMENT MORTAR LINED STEEL PIPE

CM CONSTRUCTION MANAGER

CIPP CURED IN PLACE PIPE

CONCRETE CURB

CENTER OF CURVATURE, CENTER TO CENTER,
CARV
CATV

COMBINATION AIR RELEASE VALVE

CABLE TV

ANCHOR BOLT, AGGREGATE BASE

BELT FILTER PRESS, BACK FLOW PREVENTER
BOP
BOC
BOA
BM

BEGINNING OF PIPE

BACK OF CURB

BEGINNING OF ALIGNMENT

BEAM, BENCH MARK

BVC BEGINNING OF VERTICAL CURVE

BEGIN CURVE, BRASS CAP, BACK OF CURB,

BOLT CIRCLE

BYP BYPASS

CLOSE, CONDUIT CHANNEL (STRUCTURAL), CLARIFIER

COUED CITY OF UKIAH ELECTRICAL DEPARTMENT

PROP PROPERTY
P POLE

PAU PRODUCTION AUGMENTATION UNIT

DMJT DISMANTLING JOINT
MCK
8660F10
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:17:59-07'00'

120
121 122
123
124
125
126
127
128
129
130 131
132
133
134
135
137 136 138
139
140
141 142
143
144
145
146
147
148
149 150
151
152
153
154
155
156
157
158
159
160 161
162
163
164
165
166 167 168
169
170
171
172
173
174
175
176
177
178
179
2519
2520
2521
2556
2557
2559
6069
6127

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 76832

BENCHMARK INFORMATION
HPGN- D CA 01 CG
THE STATION IS LOCATED ON U.S. HIGHWAY 101, ABOUT 9 MI (14.5 KM) NORTH OF HOPLAND AND ABOUT 4 MI (6.4 KM) SOUTH OF UKIAH. TO REACH THE STATION FROM THE COUNTY

COURTHOUSE AT THE CORNER OF NORTH STATE STREET AND PERKINS STREET IN UKIAH, GO EAST ON PERKINS STREET FOR 0.52 MI (0.84 KM) TO THE SOUTHBOUND ENTRANCE TO HIGHWAY 101. GO SOUTH ON THE ON RAMP AND ALONG HIGHWAY 101 FOR 3.74 MI (6.02 KM) TO THE COX-SCHRADER ROAD EXIT TO THE RIGHT. PROCEED ALONG THE OFF RAMP FOR 0.14 MI (0.23 KM) TO THE SOUTH SIDE
OF ROBINSON OVERCROSSING(BRIDGE NO. 10-86) AND THE STATION ON THE LEFT AT POST MILE 20.70. THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE GROUND, 43 FT (13.1 M) SOUTHWEST OF THE WEST END OF THE SOUTH RAIL OF THE OVERCROSSING, 40 FT (12.2 M) SOUTH OF THE EXTENDED CENTERLINE OF THE BRIDGE, 15 FT (4.6 M) EAST OF THE CENTERLINE OF THE RAMP, 12.6 FT (3.8 M) SOUTH OF A FREEWAY ENTRANCE SIGN, 3.7 FT (1.1 M) EAST OF THE BACK OF THE EAST RAMP CURB AND 3.0 FT (0.9 M) NORTHEAST OF A WITNESS

HPGN- UKIAH AIRPORT RESET

THE STATION IS LOCATED AT THE NORTH END OF UKIAH MUNI AIRPORT NEAR THE RUNWAY END OF 15. THE STATION IS 141.8 FT (43.2 M) EAST OF THE AIRPORT PERIMETER FENCE, 93.8 FT (28.6 M) NORTHWEST OF RM NO 3, 88.6 FT (27.0 M) WEST OF THE WESTERLY EDGE OF THE TAXIWAY, 2.0 FT (0.6 M) EAST OF A 4 INCH X 4 INCH WOODEN WITNESS POST, AND 2.9 FT (0.9 M) WEST OF A 4 INCH X 4 INCH WOODEN WITNESS POST. THE STATION IS USCGS TRIANGULATION DISK SET IN THE TOP OF A SQUARE 10 INCH CONCRETE MONUMENT SET FLUSH WITH THE GROUND AND STAMPED UKIAH AIRPORT 1949 1963.

NOTES:

1. BEARINGS AND DISTANCES ARE IN GRID.

2. HORIZONTAL DATUM-BETWEEN FOUND HPGN POINTS DESIGNATED AS UKIAH AIRPORT RESET AND HPGN D CA 01 CG. USE COMBINED SCALE FACTOR 0.99988998 WITH EPOCH DATE 2007.00. USE RECIPROCAL 1.000110032 TO ACHIEVE GROUND DISTANCES.

3. VERTICAL DATUM BASED ON NGS BENCH MARK DESIGNATES AS UKIAH RESET NAVD 1988=622.50.
0 200' 400' 800'
SCALE: 1" = 400'
PROJECT NO.

LAST SAVED BY:

FILE NAME:

RAF
BWH
JM
00G05
5 GENERAL

KEY MAP AND SURVEY CONTROL
8660F1000G05.dwg
JDiDonato
8660F10
4/7/2023 9:18:48 AM Plot Date:

BRUSH ST
ORR ST

MAZZONI ST

STATE ST
OAK ST
ELM ST

PINE ST

PINE ST

BUSH ST

ARLINGTON DR

BUSH ST

HAZEL AVE

JACKSON AVE

MAPLE AVE

LIVE OAK AVE

CYPRESS AVE

LIVE OAK AVE

PARK WEST BLVD

PARK BLVD

DORA AVE

GROVE AVE

WALNUT AVE

MAPLE AVE

DESPINA DR

LOW GAP RD
99C01
99C03 99C02
99C04
99C05
99C06
99C07
99C08 99C09
99C11
99C10
99C12
99C13

NW PACIFIC RR
HWY 101

LOCKWOOD DR
99C14
99C15
99C16
99C17
99C18
99C01
99C02
99C04

COORDINATE CONTROL POINTS
POINT
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146

NORTHING
2186273.10
2186604.62
2186614.67
2186249.07
2186329.69
2186286.37
2186306.03
2186262.01
2186311.62
2183327.36
2183716.20
2183694.79
2184068.01
2184477.78
2184572.39
2183962.57
2185102.81
2185149.26
2185135.90
2185773.44
2186640.16
2184256.33
2184282.15
2184130.30
2184340.66
2184883.23
2185455.14

EASTING
6222121.03
6222286.89
6223021.90
6223015.03
6221748.07
6221243.05
6220346.09
6219806.65
6219323.79
6215308.64
6215652.09
6216322.36
6215978.88
6215680.93
6215178.59
6215258.81
6215665.34
6215417.92
6215495.28
6215540.54
6215142.70
6217140.87
6217278.95
6216661.28
6217769.55
6217714.30
6217581.19

ELEVATION
599.64
599.97
600.50
598.84
602.82
604.44
610.66
613.91
612.71
712.37
702.50
686.74
692.43
692.61
697.58
706.54
682.28
678.24
677.28
675.16
652.07
660.55
652.58
675.77
635.81
630.93
633.86

DESCRIPTION
CP 120 60D
CP 121 60D
CP 122 60D
CP 123 60D
CP 124 60D
CP 125 PKF
CP 126 PKW
CP 127 60D
CP 128 PKW
CP 129 60D
CP 130 PKW
CP 131 PKW
CP 132 PKW
CP 133 PKW
CP 134 60D
CP 135 60D
CP 136 PKW
CP 137 PKW
CP 138 PKF AP
CP 139 60D
CP 140 PKW
TIE CP 141 FPKW
CP 142 PKW
CP 143 PKW
CP 144 PKW
CP 145 PKW
CP 146 PKW

COORDINATE CONTROL POINTS
POINT
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173

NORTHING
2185582.70
2186205.83
2186015.29
2185990.55
2186522.64
2186576.02
2186779.83
2186907.70
2187071.49
2187199.12
2187452.61
2187953.07
2186997.49
2187492.33
2187513.35
2187383.52
2186866.10
2186352.24
2185785.25
2186268.81
2186293.09
2186261.10
2186320.92
2185766.95
2185581.81
2185909.00
2186001.86

EASTING
6216735.01
6216178.85
6216868.82
6217508.22
6217361.06
6217062.14
6216555.70
6216072.56
6215691.59
6215265.36
6215294.34
6215276.17
6217328.08
6217237.81
6217579.43
6217575.79
6217708.31
6217715.66
6217835.64
6218015.44
6218348.60
6218847.50
6221769.30
6217021.76
6216402.66
6216572.62
6216102.39

ELEVATION
637.69
642.98
641.52
643.03
651.77
651.10
654.25
665.99
669.30
672.19
682.06
687.26
654.88
656.12
652.19
653.35
651.24
649.37
643.75
645.15
642.47
633.25
603.48
636.16
640.94
638.64
642.29

DESCRIPTION
CP 147 PKW
CP 148 PKW
CP 149 60D
CP 150 PKW
CP 151 PKW
CP 152 PKW
CP 153 PKW
CP 154 PKW
CP 155 PKW
CP 156 PKW
CP 157 PKW
CP 158 PKW
CP 159 PKW
CP 160 PKW
CP 161 PKW
CP 162 PKW
CP 163 PKWF
CP 164 PKW
CP 165 PKW
CP 166 PKW
CP 167 PKW
CP 168 60D
CP 169 PKWF
CP 170 60D
CP 171 60D
CP 172 60D
CP 173 60D

COORDINATE CONTROL POINTS
POINT
174
175
176
177
178
179
2519
2520
2521
2556
2557
2559
6069
6127

NORTHING
2186332.40
2186550.16
2186158.94
2186240.06
2186177.67
2186440.43
2184458.25
2185482.63
2185905.30
2186364.23
2186795.27
2186701.16
2185810.49
2185853.44

EASTING
6215393.80
6221800.38
6221865.69
6221917.16
6221994.34
6221969.32
6223436.69
6223449.79
6223282.95
6222029.71
6221946.48
6221928.30
6217362.82
6217482.31

ELEVATION
648.18
602.92
604.16
604.76
605.85
607.84
596.52
598.36
598.88
600.72
601.43
604.87
639.90
639.56

DESCRIPTION
CP 174 60D
CP 175 60D
CP 176 60D
CP 177 60D
CP 178 60D
CP 179 PKW
SET 1/2" IP
SET 1/2
SET 1/2
60d N&S_SET
HIGHWAY MONUMENT_FOUND
HPGN
111
109
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:19:58-07'00'

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 76832
P
lotD
ate: 07-APR
-2023 12:07:31
PM
U
ser:svcPW
Model:

Layout1 C
olorTable:gshade.ctb
D
esignS
cript:

C
arollo_S
td_P
en_v0905.pen
P
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PROJECT NO. FILE NAME:
6 GENERAL
8660F10

RECYCLED WATER SERVICE

SCHEDULE
CA
CE
JM
8660F1000G06.dgn
00G06
JG
arretty

METER ID

SERVICE LINE

SIZE (INCHES)

METER SIZE
(INCHES)

CUSTOMER APN STATION
METER BOX 1 METER BOX 2 METER BOX 3
TYP. SIZE LID LABEL TYP. SIZE LID LABEL TYP. SIZE LID LABEL 401 2.0 2 Vinewood Park 145001 B24+13 2.0'' METER 2.0'' PRV & Check - N/A 402 2.0 2 Frank Zeek Elementary School 143026, 102066 B19+70 2.0'' METER 2.0'' PRV & Check - N/A 403 3.0 2 Russian River Cemetery 102050, 102049 A70+68 2.0'' METER 2.0'' PRV & Check - N/A 404 8.0 4 Russian River Cemetery 102063 A87+86 4.0'' STRAINER 4.0'' METER 4.0'' PRV / Check 405 8.0 4 Ukiah High School 102061, 102060, 102074 A89+50 4.0'' STRAINER 4.0'' METER 4.0'' PRV / Check 406 3.0 2 Pomolita Middle School 108111 C16+50 2.0'' METER 2.0'' PRV & Check - N/A 407 3.0 3 Pomolita Middle School 105011, 108105 C24+80 3.0'' STRAINER 3.0'' METER 3.0'' PRV / Check 408 6.0 3 City Golf Course (B9) 102078 C39+30 3.0'' STRAINER 3.0'' METER 3.0'' PRV / Check 409 6.0 3 City Golf Course (B9) 102078 C46+35 3.0'' STRAINER 3.0'' METER 3.0'' PRV / Check 410 6.0 4 City Golf Course (F9) 103001, 109001 C57+00 4.0'' STRAINER 4.0'' METER 4.0'' PRV / Check 411 3.0 3 Todd Grove Park 109002, 114101 C57+30 3.0'' STRAINER 3.0'' METER 3.0'' PRV / Check 412 3.0 2 Anton Stadium (City Park) 113028, 116005, 117101 C68+68 2.0'' METER 2.0'' PRV & Check - N/A 413 1.5 1.5 Anton Stadium (City Park) 116005 C70+40 1.5'' METER 1.5'' PRV & Check - N/A Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:20:15-07'00'

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 76832
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-2023 10:24:06
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PROJECT NO. FILE NAME:

EY
JBB
7 GENERAL
8660F10 8660F1000G07.dgn

DESIGN CRITERIA PIPE SERVICE ABBREVIATIONS PROCESS AREA NUMBERS

DESIGN CRITERIA, PIPE SERVICE ABBREVIATIONS

AND PROCESS AREA NUMBERS

UNITS VALUE

RECYCLED WATER PUMP STATION
QUANTITY EA 4
DUTY - 3 DUTY + 1 STANDBY

TYPE OF PUMPS - SPLIT CASE CENTRIFUGAL
CAPACITY, EA GPM 1,000
TOTAL DYNAMIC HEAD FT 240

DRIVER TYPE - VFD
MOTOR HORSEPOWER, EA HP 100

RECYCLED WATER STORAGE TANK
TOTAL CAPACITY MG 1.5
DIAMETER FT 120
FLOOR ELEVATION FT 595.08
TOP OPERATIONAL WATER LEVEL FT 620.00
OVERFLOW LEVEL FT 620.00

RECYCLED WATER PIPELINES
RESIDUAL PRESSURE AT SERVICE PSI 50

WASTEWATER TREATMENT PLANT FLOW CONDITIONS
AVERAGE DRY WEATHER (ADWF) MGD 3.01
PEAK WEEK DRY WEATHER (PWDWF) MGD 3.40
AVERAGE WET WEATHER (AWWF) MGD 6.89
PEAK WEEK WET WEATHER (PWWWF) MGD 15.8
PEAK HOUR WET WEATHER (PHWWF) MGD 24.5

COAGULANT FEED SYSTEM

COAGULANT - FERRIC CHLORIDE
CONCENTRATION % BY WT 40

PUMP TYPE - DIAPHRAGM
QUANTITY (EXISTING/NEW) EA 2 / 1
CAPACITY, EA GPH 34.2 (E) / 20.4 (E) / 20.4 (N)
MINIMUM DOSAGE mg/L 20
MAXIMUM DOSAGE mg/L 50
MOTOR HORSEPOWER, EA HP 0.5 (E) / 0.5 (E) / 0.5 (N)

ADVANCED WATER TREATMENT (AWT) CLARIFIER/FILTER SYSTEM

AWT CLARIFIER/FILTER UNITS
QUANTITY (EXISTING) EA 4
MINIMUM CAPACITY, EA MGD 1.2
MAXIMUM CAPACITY, EA MGD 2
LENGTH FT 40
WIDTH FT 12
HEIGHT FT 10

CLARIFIER
MINIMUM LOADING, EA GPM/SF 6
MAXIMUM LOADING, EA GPM/SF 10
MEDIA DEPTH IN 48
MEDIA EFFECTIVE SIZE MM 1.5-3
AVERAGE RUN TIME HRS 4
FILTER
MINIMUM LOADING, EA GPM/SF 3
MAXIMUM LOADING, EA GPM/SF 5
MEDIA DEPTH IN 30
BACKWASH GPM/SF 15

AIR WASH BLOWERS

TYPE - POSITIVE DISPLACEMENT
QUANTITY (NEW) EA 3
CAPACITY, EA SCFM 447
MOTOR HORSEPOWER, EA HP 20

PRODUCTION AUGMENTATION UNIT (PAU)
QUANTITY EA 1
CAPACITY, EA MG 5

CAROUSEL PUMP STATION

PUMP TYPE - VERTICAL TURBINE
QUANTITY (EXISTING/NEW) EA 2 / 1
CAPACITY, EA GPM 4000
MOTOR HORSEPOWER, EA HP 40

PAU PUMP STATION

PUMP TYPE - VERTICAL TURBINE
QUANTITY (NEW) EA 1
CAPACITY, EA GPM 1750
MOTOR HORSEPOWER, EA HP 20

PROCESS STREAMS
1W POTABLE WATER
2W NON-POTABLE CITY WATER
3W NO. 3 SPRAY WATER

AA AERATION AIR/AIR WASH

BA BACKWASH AIR

BW BACKWASH WATER

CCI CHLORINE LIQUID

COAG COAGULANT

CLS CHLORINE SOLUTION

CS CIRCULATING SLUDGE

CSO CAUSTIC SODA

D DRAIN

DS DIGESTED SLUDGE

DW DOMESTIC CITY WATER

F FLOAT

FC FERRIC CHLORIDE

FE FINAL EFFLUENT

FM FORCE MAIN

FW FILTERED WATER

HOCL SODIUM HYPOCHLORITE

IA INSTRUMENT AIR

LSG LOW PRESSURE SLUDGE GAS

OF OVERFLOW

PE PRIMARY EFFLUENT

POLY POLYMER

RCW RECLAIMED WATER

RW RECYCLED WATER

SA SERVICE AIR

SBIS SODIUM BISULFITE

SAM SAMPLE

SE SECONDARY EFFLUENT

SH SODIUM HYDROXIDE

SL SLUDGE

STD STORM DRAIN

SW SURFACE WASH

TD TANK DRAIN

THS THICKENED SLUDGE
V VENT

W WATER

WW WASH WATER

AREA DESCRIPTION
00 GENERAL
00 TYPICAL DETAILS
00 SYMBOLS AND ABBREVIATIONS
01 SITE PLAN
02 ELECTRICAL DUCTBANK SECTIONS
02 I&C CONTROL PANELS & NETWORK RACKS
03 ELECTRICAL ONE-LINE DIAGRAMS
03 I&C SCADA BLOCK DIAGRAMS
04 ELECTRICAL SCHEDULES
04 I&C BLOCK DIAGRAMS
05 ELECTRICAL MISC. SCHEDULES
05 I&C FIBER PINOUTS
05 TITLE 24 COMPLIANCE SHEETS
06 I&C CONTROL SCHEMATICS
09 I&C TABLES
60 DECHLORINATION STRUCTURE
75 DIGESTER
80 FILTER FEED PUMP STATION
85 ADVANCED WASTEWATER TREATMENT (AWT)
85 AWT CLARIFIER/FILTER UNITS
87 BACKWASH PUMP STATION
89 CAROUSEL PUMP STATION
91 PAU PUMP STATION
91 PLAN AND PROFILE FOR PAU PIPING
99 METER AND CONTROL VALVE
99 ELECTRICAL BUILDING
99 PLAN AND PROFILE ALIGNMENTS A, B, C
99 RECYCLED WATER PUMP STATION
99 RECYCLED WATER DISTRIBUTION TANK
eparker
JD
Digitally signed by Matthew C. Kallevant
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:50:30-04'00'

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 84405
P
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ate: 06-APR
-2023 10:23:40
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PROJECT NO. FILE NAME:

EY
JBB
8 GENERAL
8660F10 8660F1000G08.dgn
PUMPS (3)

HYPOCHLORITE
SODIUM

FILTERS
HOCL
TANKS (2)

STORAGE

HYPOCHLORITE
SODIUM
RCW
SEGMENT 1
PIPECONTACTOR

CHLORINE
SEGMENT 2
PIPECONTACTOR

CHLORINE
HO
C
L
PE
M
SE
FE
FC

STORAGE

CHLORIDE
FERRIC
TOTE

POLYMER
W W
NC
FE
NO
PONDS

EVAPORATION/PERCOLATION

FACILITY

DECHLORINATION
SE

TO RUSSIAN RIVER
NO
STORAGE (2)

RECLAIMED WATER
RCW
(2)

STORAGE
FILTER
RCW
BW
FE
PUMPS (2)

BACKWASH

STATION

BACKWASH PUMPING
HOCL
(2)
BASINS

CHLORINE CONTACT
W W
FEED PUMP (2)

BISULFITE
SODIUM
W W
WW
TANKS

STORAGE

BISULFITE
SODIUM
WW
FC
W W
SYSTEM

DISTRIBUTION
WATER

RECLAIMED
TO

MAIN WASTEWATER FLOW

MAIN SOILS FLOW

SIDE STREAM (RECYCLE)

AUXILIARY FLOW
LEGEND

CLARIFIERS

SECONDARY
FROM

CLARIFIERS

SECONDARY
FROM

TO DAFTS

CHANNEL

TANK INFLUENT

GRIT REMOVAL

TO PREAERATION

LIQUIDS PROCESS FLOW DIAGRAM

EXISTING MAIN WASTEWATER FLOW

EXISTING MAIN SOILS FLOW

EXISTING SIDE STREAM (RECYCLE)

EXISTING AUXILIARY FLOW
TRANSFER PUMPS (4)

POLYMER
M
tum
adhay
PUMPS (3)
WATER

RECLAIMED

PUMP STATION

RECLAIMED WATER

STATION
PUMP

CAROUSEL
PUMP (1)
PAU
(PAU)

AUGMENTATION UNIT

PRODUCTION
POND
SOUTH
POND
MIDDLE
POND
NORTH
AWT PUMPS (3)
WELL
WET
AWT

STATION
PUMP

FILTER FEED

CHLORINATION FACILITY

STATION

AWT PUMP

STATION

PAU PUMP
UNITS (4)

CLARIFIER/FILTER
AWT
PUMPS (3)

FILTER FEED
STRUCTURE 80
M
SYSTEM

DISTRIBUTION
WATER

TO RECYCLED
STORAGE PONDS (3)

RECYCLED WATER

STRUCTURE

FLOW DIVERSION
PUMPS (3)

COAGULANT FEED
PUMPS (4)

RECYCLED WATER
FE
JD
Digitally signed by Matthew C. Kallevant
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:50:36-04'00'

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON
ORIGINAL DRAWING 0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
123456789 10 11 12 13
ABCDEF
123456789 10 11 12 13

ABCDEFG
G
®
No. 84405
Plot Date: 4/6/2023 10:39:57 AM PROJECT NO. LAST SAVED BY: FILE NAME:

EYY
AL/ART
JD
00G09 9

GENERAL

SITE PLAN
8660F1000G09.dwg kjackson 8660F10

BCDEA PRODUCTION AUGMENTATION UNIT (PAU) F DAFT EQUIPMENT BUILDING G DISINFECTION CHEMICAL STORAGE FACILITIES

CAROUSEL PUMP STATION

CHLORINE CONTACT BASINS

DECHLORINATION STRUCTURE
HIJ

AWT FACILITY

CHLORINATION FACILITY
K

DISSOLVED AIR FLOTATION THICKENERS

SLUDGE DRYING BED

DIGESTER

L SLUDGE DEWATERING FACILITY MNO

STORM DRAIN PUMP STATION

BACKWASH PUMP STATION
P

PRIMARY CLARIFIERS

MAINTENANCE BUILDING

Q MECHANICAL EQUIPMENT BUILDING R SOLIDS CONTACT TANKS STU

TRICKLING FILTER

SECONDARY CLARIFIERS
V

WASHWATER RECOVERY POND

POWER GENERATION BUILDING
WXYZ

PERCOLATION PONDS

AWT PUMP STATION

RECLAIMED WATER FILTERS

RECYCLED WATER STORAGE PONDS
AA

PRE-AERATION GRIT REMOVAL TANK & EQUIPMENT

AERATION BLOWER BUILDING

PAU PUMP STATIONS

TRICKLING FILTER PUMP STATION
AB
AC
AD

PROJECT STAGING AREA

VEHICLE AND PEDESTRIAN ACCESS
(NOT AVAILABLE TO CONTRACTOR)

1. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL
ROUTING AND DETAILS.
#

1. PAU INLET.

2. TRUCK FILL HYDRANT (PHASE 3) TO BE REMOVED
AND REPLACED DURING POND CONSTRUCTION.

3. PAU PUMP STATION INLET.

GENERAL NOTES:

KEY NOTES:

LEGEND:

STRUCTURES:
3 2
1 I Y
Z
H
G
FE
D
N
M
AD
A
XXX
C
B
J
U
U
V AB
O
Q
AA
S
R
AC
S
T
T
K
K
L
P
W
SCALE
0 30' 60' 120'
SCALE: 1" = 60'
Know what's below.

Callbefore you dig.

FILE:

PLAN
8660F10C04
Digitally signed by Matthew C. Kallevant
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:50:41-04'00'

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON
ORIGINAL DRAWING 0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
123456789 10 11 12 13
ABCDEF
123456789 10 11 12 13

ABCDEFG
G
®
No. 84405
PlotDate: 06-APR-2023 11:17:20AM User:svcPW Model:Layout1 ColorTable:gshade.ctb DesignScript:Carollo_Std_Pen_v0905.pen PlotScale:1:1 00D01
LASTSAVED BY:

PROJECT NO. FILE NAME:

BAC

DEMOLITION
8660F10 8660F1000D001.dgn

A NO SCALE

SITE PLAN
R
NOPQRS

BACKWASH PUMP STATION

PRIMARY CLARIFIERS

MAINTENANCE BUILDING

MECHANICAL EQUIPMENT BUILDING

SOLIDS CONTACT TANKS

TRICKLING FILTER

TUV POWER GENERATION BUILDING

WASHWATER RECOVERY POND

SECONDARY CLARIFIER
S
S
TT
V
U
U
Q
O
K
K
L
P
MD
EF
G
C
B
H
I
J
EYY
EXISTING STRUCTURES: ABDEC

SLUDGE LAGOONS

CAROUSEL PUMP STATION

DECHLORINATION STRUCTURE

CHLORINE CONTACT BASINS

DISSOLVED AIR FLOTATION THICKENERS

F DAFT EQUIPMENT BUILDING G DISINFECTION CHEMICAL STORAGE FACILITIES H AWT FACILITY I CHLORINATION FACILITY J SLUDGE DRYING BED K DIGESTER L SLUDGE DEWATERING FACILITY M STORM DRAIN PUMP STATION A
N
Y
XXX
W
WXY

RECYCLED WATER STORAGE PONDS

PERCOLATION PONDS

AWT PUMP STATION
8660F1000D01A
GENERAL NOTES:

PANEL UNLESS OTHERWISE NOTED.

BETWEEN EQUIPMENT AND ITS ASSOCIATED MCC OR CONTROL

REPLACED, DEMOLISH ALL ASSOCIATED CONDUITS AND WIRE

ELECTRICAL AND CONTROL CONDUITS AND WIRES BEING

15. FOR EQUIPMENT BEING DEMOLISHED OR HAVING ITS
DIAMETER AND HEAVILY COMPACT EACH LAYER.

HOLES IN LAYERS WITH THICKNESS NOT EXCEEDING TIE HOLE
SPECIFICATION SECTION 03600. PLACE DRY-PACK MORTAR IN

CONDUIT PENETRATION WITH DRY-PACK MORTAR PER
CONDUITS. GRIND ABANDONED CONDUITS DOWN AND FILL

14. REMOVE CABLES FROM ABANDONED IN-SLAB OR BURIED
RECEPTACLES.

PROTECT EXISTING CONDUITS TO SWITCHES, LIGHTS, AND

13. PROTECT EXISTING RECEPTACLES AND LIGHT SWITCHES.

MCC OR CONTROL PANEL.

BETWEEN THE DEMOLISHED EQUIPMENT AND ITS ASSOCIATED

12. DISCONNECT AND DEMOLISH POWER AND CONTROL WIRING
THAT EQUIPMENT OR PIPE SHALL ALSO REMOVED.

DEMOLISHED OR REMOVED, THE ASSOCIATED SUPPORTS FOR

11. WHERE ANY EQUIPMENT OR PIPING IS CALLED OUT TO BE
SURFACE. PATCH HOLE WITH NON-SHRINK GROUT.

REMOVED, FASTENER SHALL BE CUT OFF 1-INCH BELOW

BRACKETS, PIPE SUPPORTS, BASE PLATES, CLAMPS, ETC ARE

10. UNLESS OTHERWISE INDICATED, WHERE EQUIPMENT,
FACILITIES AS NECESSARY.

REROUTE EARTHEN SWALES AND PROVIDE TEMPORARY
MAINTAIN SITE DRAINAGE PATTERNS DURING CONSTRUCTION.

9. SITE DEMOLITION WILL IMPACT EXISTING DRAINAGE PATTERNS.

DEMOLITION.

CONSTRUCTION THAT IS DAMAGED AS A RESULT OF

8. RESTORE TO ITS PRECONSTRUCTION CONDITION ANY EXISTING THOSE SHOWN ON THE DRAWINGS.

III. CONDITIONS OR DETAILS DIFFERENT FROM
AND COMPONENTS.

II. DAMAGE OR DETERIORATION TO MATERIALS
FROM THE CONTRACT DOCUMENTS.

I. SIZES OR DIMENSIONS DIFFERING
CONSTRUCTION INCLUDING BUT NOT LIMITED TO:

COVERED BY THESE DRAWINGS ARE EXPOSED DURING
b. NOTIFY ENGINEER IMMEDIATELY IF CONDITIONS NOT
SHOP DRAWING PREPARATION, AND FABRICATION.

CONDITIONS RELATED TO WORK PRIOR TO DEMOLITION,
a.FIELD VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS, AND

7. EXISTING CONDITIONS:

RESTRICTIONS PRIOR TO DEMOLITION.

6. REFER TO SPECIFICATION SECTION 01140 FOR WORK

5. SALVAGE EQUIPMENT PER SPECIFICATION SECTION 01738.

REQUIREMENTS OF THE CONTRACT DOCUMENTS.

4. COORDINATE DEMOLITION WORK WITH ALL APPLICABLE
BELOW GRADE PIPING DEMOLITION.

REQUIRED. SEE YARD PIPING DRAWINGS FOR ADDITIONAL

CONTRACT DRAWINGS FOR ADDITIONAL DEMOLITION WORK
SHOWN ON THE DEMOLITION DRAWINGS. SEE OTHER

3. NOT ALL DEMOLITION WORK REQUIRED ON THIS PROJECT IS
AVAILABLE FROM OWNER FOR CONTRACTOR'S REFERENCE.

SATISFY THEMSELVES PER NOTE 1. ORIGINAL DRAWINGS ARE

CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS TO
PERFORMED AND MAJOR DEVIATIONS HAVE BEEN NOTED.

BE DEMOLISHED. WHERE POSSIBLE, A FIELD VERIFICATION WAS

SCANNING DESIGN DRAWINGS OF THE EXISTING ELEMENT(S) TO

2. THE DEMOLITION DRAWINGS HEREIN HAVE BEEN PRODUCED BY DRAWINGS AVAILABLE FROM THE CITY.

CONTRACTOR IS CAUTIONED TO REVIEW EXISTING REFERENCE
DRAWINGS SHALL BE AT THE CONTRACTOR'S DISCRETION. THE
THEMSELVES AS TO THE FIELD CONDITIONS. THE USE OF THESE

FIELD INVESTIGATIONS AS NECESSARY TO SATISFY
DEMOLITION REQUIRED. THE CONTRACTOR SHALL MAKE SUCH

CONTRACTOR FOR REFERENCE IN DETERMINING THE SCOPE OF

1. THE DEMOLITION DRAWINGS HEREIN ARE PROVIDED TO THE
A
60D01
A
89D01
A
87D01
A
85D01
eparker
A
91D01
JD
10 Digitally signed by Matthew C. Kallevant
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:55:49-04'00'

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 84405
P
lotD
ate: 06-APR
-2023 11:17:10
AM
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C
arollo_S
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60D01
LA
S
T
SAVED
B
Y:

PROJECT NO. FILE NAME:

BAC

DEMOLITION
8660F10 8660F1060D001.dgn
A
2 1
#
GENERAL NOTES:

KEY NOTES:

1. REFER TO GENERAL NOTES ON 00D01.

EYY

DECHLORINATION STRUCTURE
1 2
1 2
EX-24" FE
3/8" = 1'-0"

TO RUSSIAN RIVER
8660F1060M9101
EX-42" FE

FACILITY

CHLORINATION
FROM
EX-24" FE
EX-2" SO2
EX-42" FE
EX-42" FE
3 60D02
PLAN

PUMP STATION

TO CAROUSEL
60D02
60D02
CONDUITS AND LABEL THEM AS SPARE.

DISCONNECT SWITCHES. CAP EXISTING UNDERGROUND

CONDUITS, AND EQUIPMENT STANDS ASSOCIATED WITH

3. DEMOLISH EXISTING DISCONNECTS, EXPOSED

2. INSTALLING NEW VALVE.

NOTIFY ENGINEER OF ANY DEVIATIONS PRIOR TO

TO FIELD VERIFY SIZE AND MATERIAL OF PIPE AND

1. DEMOLISH VALVE. CRITICAL DIMENSION: CONTRACTOR
eparker
3 (STP)
(STP)

CONTACT BASINS

CHLORINE
FROM
JD
11 Digitally signed by Matthew C. Kallevant
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:55:54-04'00'

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 84405
P
lotD
ate: 06-APR
-2023 11:17:38
AM
U
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Model:

Layout1 C
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cript:

C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1
60D02
LA
S
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SAVED
B
Y:

PROJECT NO. FILE NAME:

BAC

DEMOLITION
8660F10 8660F1060D002.dgn
#
GENERAL NOTES:

KEY NOTES:
1 1. REFER TO GENERAL NOTES ON 00D01.
1 EYY
2 2
1 2
tum
adhay
PHOTOS

DECHLORINATION STRUCTURE
3 60D01 60D01
60D01
8660F1060D002A 8660F1060D002C
8660F1060D002B
3 3. DEMOLISH CHLORINE ANALYZER 4.

2. 1. DEMOLISH VALVE.

JD
12 Digitally signed by Matthew C. Kallevant
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:56:00-04'00'

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 84405 85D01
BAC

DEMOLITION
8660F10 8660F1085D001.dgn
A 3/16"=1'-0"
8660F085D01.jpg
2 85D02
1 1
1 1
1 1 1 1 1
85D03
85D02
1 85D03
3 EYY
4 7
8 8
8 5 5 5
85D02
6 7
7 7
5 9
8 8
P
lotD
ate: 06-APR
-2023 11:19:41
AM
U
ser:svcPW
Model:

Layout1 C
olorTable:gshade.ctb
D
esignS
cript:

C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1 LA
S
T
SAVED
B
Y:

PROJECT NO. FILE NAME:

GENERAL NOTES:

KEY NOTES:
2 5
B
4 1
3 85D02

AWT CLARIFIER/FILTER PLAN
85D03
6 9
eparker
10 FILTER NO. 4 FILTER NO. 3 FILTER NO. 1
FILTER NO. 2
NO. 3

CLARIFIER
NO. 4

CLARIFIER
NO. 2

CLARIFIER
NO. 1

CLARIFIER

1. REFER TO GENERAL NOTES ON 00D01.
#
12 11
85D03
7 13
13 JD
13 14
14 WALL.

14. RESTORE EXISTING PENETRATION TO MATCH EXISTING
SEQUENCING AND 85M02.

SPECIFICATION SECTION 01140 FOR POSSIBLE WORK
BLOWERS HAVE BEEN DEMOLISHED. REFER TO

13. DEMOLISH 6-INCH AIR PIPING AFTER ALL EXISTING
INSTALLED AND ARE FULLY OPERABLE.

ONSITE UNTIL ALL THE NEW BLOWERS HAVE BEEN

12. CONTRACTOR SHALL STORE ONE EXISTING BLOWER
THE AWT CLARIFIER/FILTER UNITS.

ACTUATORS HAVE BEEN REPLACED FOR ALL FOUR OF

REMAIN IN SERVICE UNTIL THE PNEUMATIC WASTE GATE
NEW BLOWERS PER 85M02. AIR COMPRESSOR SHALL

ASSOCIATED PIPING TO FACILITATE INSTALLATION OF

11. TEMPORARILY RELOCATE AIR COMPRESSOR AND
INDICATED ON 85M02.

10. REPLACE EXISTING 6-INCH ELBOW WITH A TEE AS
PERMANENT BLIND FLANGE.

PIPE FLUSH WITH EXISTING GRADE AND PROVIDE

9. EXISTING 4" SW PIPE TO BE ABANDONED N PLACE. CUT
AND ASSOCIATED PIPING AND SUPPORTS.

8. DEMOLISH THE SURFACE WASH SWEEPS (TYPICAL OF 12)

7. REMOVE ADSORPTION CLARIFIER MEDIA.
6/85D03. OTHER WASTE GATES NOT SHOWN FOR CLARITY.

ON EACH AWT CLARIFIER/FILTER UNIT. REFER TO PHOTO

6. DEMOLISH EXISTING PNEUMATIC WASTE GATE ACTUATOR

5. REMOVE FILTER MEDIA AND FILTER GRAVEL SUPPORT.

4. DEMOLISH AIR PIPING AND SUPPORTS.

3. DEMOLISH PRIMARY COAGULANT FEED PUMP.

2. DEMOLISH AIR BLOWER.

1. DEMOLISH VALVES.

Digitally signed by Matthew C. Kallevant
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:56:05-04'00'

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 84405
P
lotD
ate: 06-APR
-2023 11:17:11
AM
U
ser:svcPW
Model:

Layout1 C
olorTable:gshade.ctb
D
esignS
cript:

C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1
85D02
LA
S
T
SAVED
B
Y:

PROJECT NO. FILE NAME:

BAC

DEMOLITION
8660F10 8660F1085D002.dgn
1 #
GENERAL NOTES:

KEY NOTES:
1 B
85D01
1 2 3
85D01 85D01
85D01
1 3
2 2

SECTION AND PHOTOS

1. REFER TO GENERAL NOTES ON 00D01.

NO SCALE
EYY
5 4
4 6
8660F1085D02A 8660F1085D02B
8660F1085D02C 8660F1085D02D
tum
adhay
7 4
2 2
WITH EXISTING GRADE AND PROVIDE PERMANENT BLIND FLANGE.

7. EXISTING 4" SW PIPE TO BE ABANDONED IN PLACE. CUT PIPE FLUSH PIPING AND SUPPORTS.

6. DEMOLISH SURFACE WASH SYSTEM EQUIPMENT AND ASSOCIATED BLOWERS.

5. DEMOLISH EXISTING LOCAL CONTROL PANEL FOR TWO AIR
AND FOUR SOLENOID VALVES.

BLOWER, EIGHT FILTER VALVES, AND FOUR AIR SCOUR VALVES, SOURCE TO EQUIPMENT LOCATION. THIS IS TYPICAL FOR TWO AIR

ASSOCIATED WITH DEMO EQUIPMENT FROM POWER AND CONTROL

4. DEMOLISH EXISTING EXPOSED CONDUITS AND ALL CONDUCTORS FOR FILTERS.

3. DEMOLISH SOLENOID VALVE. TYPICAL OF FOUR SOLENOID VALVES

2. DEMOLISH AIR BLOWER AND ASSOCIATED PIPING AND SUPPORTS.

1. DEMOLISH VALVE. TYPICAL OF EIGHT VALVES FOR THE FILTERS.

AWT CLARIFIER/FILTER
JD
14 Digitally signed by Matthew C. Kallevant
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:56:11-04'00'

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 84405
P
lotD
ate: 06-APR
-2023 11:18:43
AM
U
ser:svcPW
Model:

Layout1 C
olorTable:gshade.ctb
D
esignS
cript:

C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1
85D03
LA
S
T
SAVED
B
Y:

PROJECT NO. FILE NAME:

BAC

DEMOLITION
8660F10 8660F1085D003.dgn
#
GENERAL NOTES:

KEY NOTES:

PHOTOS
5 8660F1085D03-5
85D01
2 1
1 1. REFER TO GENERAL NOTES ON 00D01
EYY
3 AWT CLARIFIER/FILTER
4 5
4 8660F1085D03-4
85D01
6 85D01
8660F1085D03C
6 7
85D01
EXISTING PLC-3 PANEL ELEVATION EXTERIOR
8660F1085D03D
7 eparker
8 SURFACE WASH SWEEPS.

8. DEMOLISH PIPING AND SUPPORTS ASSOCIATED WITH THE
SECTION 11802 AND CONTRACT DRAWINGS.

BE REPLACED WITH VCP-3 AS SPECIFIED IN SPECIFICATION
ALL COMPONENTS TO THE OWNER. EXISTING PLC-3 PANEL SHALL

7. DEMOLISH THE EXISTING PLC-3 PANEL. SALVAGE AND TURN OVER

6. DEMOLISH PORTION OF AIR WASH LINE.

CLARIFIER/FILTER UNITS.

TO SPECIFICATION SECTION 11802. TYPICAL OF AWT

5. DEMOLISH EXISTING PNEUMATIC RAM OF WASTE GATES. REFER CONTROLLER INSTALLATION.

EXISTING CONDUCTORS AND CONDUITS IN PLACE FOR NEW

4. DEMOLISH COAGULANT FEED PUMP CONTROLLER UNIT. PROTECT FOR CLARIFIERS.

CONTROL SOURCE TO EQUIPMENT LOCATION. THIS IS TYPICAL

ASSOCIATED WITH DEMO EQUIPMENT FROM POWER AND

3. DEMOLISH EXISTING EXPOSED CONDUITS AND ALL CONDUCTORS AND CONTROL CONDUCTORS IN PLACE.

2. DEMOLISH COAGULANT FEED PUMP. PROTECT EXISTING POWER CLARIFIERS.

1. DEMOLISH VALVE. TYPICAL OF EIGHT VALVES FOR THE
JD
15 Digitally signed by Matthew C. Kallevant
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:56:16-04'00'

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 84405
P
lotD
ate: 06-APR
-2023 11:18:04
AM
U
ser:svcPW
Model:

Layout1 C
olorTable:gshade.ctb
D
esignS
cript:

C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1
87D01
LA
S
T
SAVED
B
Y:

PROJECT NO. FILE NAME:

BAC

DEMOLITION
8660F10 8660F1087D001.dgn
A
2 BACKWASH PUMP STATION

NO SCALE
EB
1 tum
adhay
PLAN
1 #
GENERAL NOTES:

KEY NOTES:

1. REFER TO GENERAL NOTES ON 00D01.
8660F1087D01A
1 -
8660F1087D01B
2 -
8660F1087D01C
2 -
-
1 2
3 EX - 1" FE
EX - 1 1/2" FE
EX - 1 1/2" FE
EX - 3/4" FE
(PVC)
(PVC)
4 (PVC)
(PVC)
ON 87M01.

5. REMOVE, PROTECT, AND REINSTALL BUTTERFLY VALVE AS SHOWN PLACE FOR NEW ANALYZER INSTALLATION.

4. PROTECT SIGNAL AND POWER CONDUCTORS AND CONDUITS IN

3. DEMOLISH EXISTING SURFACE WASH PUMP.

ENCLOSURE IN PLACE.

2. DEMOLISH CHLORINE ANALYZER 3. PROTECT THE EXISTING

1. DEMOLISH SAMPLE PUMP 3.
5 JD
16 Digitally signed by Matthew C. Kallevant
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:56:22-04'00'

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 84405

P
lotD
ate: 06-APR
-2023 11:17:39
AM
U
ser:svcPW
Model:

Layout1 C
olorTable:gshade.ctb
D
esignS
cript:

C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1
89D01
LA
S
T
SAVED
B
Y:

PROJECT NO. FILE NAME:

BAC

DEMOLITION
8660F10 8660F1089D001.dgn
A
8660F002D01.jpg
1 2

CAROUSEL PUMP STATION

NO SCALE
EB
TRF-3E
1 89D02
PLAN
89D02
5 2
3 4
#
GENERAL NOTES:

KEY NOTES:

1. REFER TO GENERAL NOTES ON 00D01.
eparker
DRAWINGS FOR SPECIFIC REQUIREMENTS.

5. DEMOLISH 1 KVA, 480 V TRANSFORMER. REFER TO ELECTRICAL

4. REMOVE EXISTING MOTOR OF EFFLUENT PUMP.

ELECTRICAL DRAWINGS FOR SPECIFIC REQUIREMENTS.

3. DEMOLISH MAIN DISCONNECT SWITCH 200 A, 3-POLE. REFER TO DRAWINGS FOR SPECIFIC REQUIREMENTS.

2. DEMOLISH MOTOR CONTROL CABINET. REFER TO ELECTRICAL

1. DEMOLISH EFFLUENT PUMP.

JD
17 Digitally signed by Matthew C. Kallevant
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:56:28-04'00'

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 84405
P
lotD
ate: 06-APR
-2023 11:17:43
AM
U
ser:svcPW
Model:

Layout1 C
olorTable:gshade.ctb
D
esignS
cript:

C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1
89D02
LA
S
T
SAVED
B
Y:

PROJECT NO. FILE NAME:

BAC

DEMOLITION
8660F10

CAROUSEL PUMP STATION
EB
#
GENERAL NOTES:

KEY NOTES:

INFORMATION.

DIAGRAM FOR MORE ELECTRICAL DEMOLITION

2. REFER TO CAROUSEL PUMP STATION DEMO ONE-LINE

1. REFER TO GENERAL NOTES ON 00D01.
2 1
2 8660F1002D01-1.JPG
89D01
5 6
2 4
2 1
8660F1002D01-3.JPG
89D01
PHOTOS
8660F1089D002.dgn

6. DEMOLISH MAIN DISCONNECT SWITCH 200 A, 3-POLE.

5. DEMOLISH 1 KVA, 480 V TRANSFORMER.

4. DEMOLISH MOTOR CONTROL CABINET.

PUMP IN PLACE FOR NEW MOTOR INSTALLATION.

3. DEMOLISH EXISTING MOTOR OF EFFLUENT PUMPS. PROTECT
CONTROL SOURCE TO EQUIPMENT LOCATION.

ASSOCIATED WITH DEMO EQUIPMENT FROM POWER AND

2. DEMOLISH EXISTING EXPOSED CONDUITS AND ALL CONDUCTORS

1. DEMOLISH EFFLUENT PUMP.
3 JD
18 eparker
Digitally signed by Matthew C. Kallevant
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.07 16:56:34-04'00'

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 76832
P
lotD
ate: 07-APR
-2023
2:04:14
PM
U
ser:svcPW
Model:

Layout1 C
olorTable:gshade.ctb
D
esignS
cript:

C
arollo_S
td_P
en_v0905.pen
P
lotScale:1:1
91D01
LA
S
T
SAVED
B
Y:

PROJECT NO. FILE NAME:

BAC

DEMOLITION
8660F10 8660F1091D001.dgn
A
1 #
GENERAL NOTES:

KEY NOTES:

SLUDGE LAGOON
PLAN
8660F1000D01.jpg

NO SCALE

1. REFER TO GENERAL NOTES ON 00D01.

CA
2 3

3. REGRADE EXISTING POND AREA PER DRAWING 91C01.

2. REMOVED EXISTING SLUDGE PIPING.

1. DEMOLISH CENTER BERM.

JM
19 JG
arretty
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:26:48-07'00'

CONTROL POINT

SYMBOLS

EXISTING MONUMENT

EXISTING CONTROL POINT

SYMBOL DESCRIPTION

FLOW/SLOPE

DIRECTION

MANHOLE (PROFILE)

MANHOLE (PLAN)

PULL BOX

POWER TOWER

SYMBOL DESCRIPTION

ROCK WALL

HEADWALL

CABLE TV

UTILITY POLE

UTILITY POLE GUY WIRE

COORDINATES

SLOPE CALLOUT

GUARD POST

CONTROL POINT
2 1
X 1325.00
PT
RADIUS
ANGLE

CLOCKWISE
PC
P
CTV
PH

SHRUB/HEDGE
TREE

T TELEPHONE PEDESTAL
CO

CLEANOUT
LIGHT
PP

POWER POLE

SIGN/SIGN POST

ELECTRICAL MANHOLE

AND PULL BOX
GATE

LINE WORK

EDGE OF PVMT OR

OUTSIDE FACE OF
CURB
CXX

SPOT ELEVATION

EXISTING SPOT ELEVATION
2:1
XX
N=XXXXXX.XX
E=XXXXXX.XX
N=1600000 E=1000000

2.0%

FIRE HYDRANT

CATCH BASIN
E

POTHOLE

POTHOLE NUMBER
SHORING /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\

FLOWLINE

GUARDRAIL

NEW ROAD

EXISTING CONTOURS (SCREENED)

NEW FENCE

POWER POLE & LINE

EXISTING FENCE (SCREENED)

EXISTING ROAD (SCREENED)

PROPERTY LINE OR RIGHT OF WAY

REMOVE OR ABANDONED (CROSS
HATCHING: FENCE SHOWN AS EXAMPLE)
SLOPE

EXISTING PIPING (TRIPLE LINES) (SCREENED)

NEW PIPING (SINGLE LINE)

NEW PIPING (TRIPLE LINES)

EXISTING STRUCTURES (SCREENED)

EXISTING PIPING (SINGLE LINE)(SCREENED)

CENTER, MONUMENT, OR SURVEY LINE
PP
X X
X X

OHE OHE

CABLE TV (UNDERGROUND) CTV CTV

FIBER OPTIC

NATURAL GAS G G

SANITARY SEWER

STORM DRAIN
310
310

NEW STRUCTURES OR EDGE OF PAVEMENT

FUTURE ROAD, WATER EDGE OR RIDGE

HIDDEN LINE OR TRAIL EDGE
FO FO

UNDERGROUND ELECTRIC

RAILROAD TRACKS
FUEL

TELEPHONE
WATER

NEW CONTOURS

SILT FENCE SF SF SF

EASEMENT

EXISTING EASEMENT

CITY LIMITS

EXISTING GRADE (PROFILE)

PROPOSED GRADE (PROFILE)
CURB

CURB & GUTTER

HATCH PATTERNS
SWALE
S=0.0020

M METER BOX
NOTE: ALL SYMBOLS SHOWN AS NEW.

EXISTING SYMBOLS ARE SCREENED.

COORDINATES / ELEVATION

ROADWAY / PIPE CURVES

ROADWAY / PIPE CURVE
(SEE TABLE ON EACH

PAVING AND GRADING OR

CIVIL PIPING DWG WITH
ROADWAY / PIPE CURVES.)

LOC LOC

SECTION CUT

TYPICAL DETAIL

REFERENCE

EXTERIOR ELEVATION
VIEWS

PHOTO LOCATION

GRID BUBBLE

PLAN/TITLE

SECTION OR DETAIL

TITLE W/ REFERENCE

DETAIL CALL-OUT
(ENLARGED)

ARROW INDICATES

POINT OF VIEW
DRAWING REFERENCE ##X##

PLAN NOT REFERENCED

DETAIL REFERENCES

SYMBOL DESCRIPTION

REVISION DELTA
SCALE

KEY NOTE

BREAK LINE

ELEVATION
TOC XXXX.XX

EXISTING ELEVATION

PIPE BREAK

PLAN VIEW

PIPE BREAK

CROSS SECTION

PIPE CONTINUATION
(SINGLE LINE)

BRACKET

EX TOW XXXX.X±

UNDERGROUND/

OVERHEAD

WARNING
(STATE/REGION

SPECIFIC)

NORTH ARROW/

PLANT NORTH

EQUIPMENT/DEVICE

KEY TAG

PIPE TAG
VIEW

AREA DESIGNATOR
(WHEN APPLICABLE)

DISCIPLINE DESIGNATOR

CONSECUTIVE

SHEET NUMBER

TYPICAL DETAIL TITLE

SHEETS IN
DETAIL

MODIFICATION NOTE
S = STANDARD
J = JOB SPECIFIC
R = REVISED
N = NOTE TO TYPICAL DETAIL USER

DATE CREATED
(REVISED)
LENGTH

CURVE NUMBER

RADIUS POINT
XX
*

FUTURE PIPING
(WHERE APPLICABLE)
FUTURE
* FOR EXISTING PIPING SHOW AS

EX SIZE FLOW STREAM

UGE UGE
F F
SS SS
SD SD

TEL TEL
W W

FORCEMAIN SANITARY SEWER FM FM

BURIED VALVE

PIPE CAP OR

CONNECTION

CHECK VALVE
FLANGE

PLUG VALVE

REDUCER

AIR RELEASE VALVE

BLOW OFF VALVE

SERVICE CONNECTION

HOSE BIBB / YARD HYDRANT

BALL VALVE

GATE VALVE

BUTTERFLY VALVE

LIMITS OF CONSTRUCTION
##X##
1 SEE INDICATED

DRAWING
VIEW

DRAWING CUT ORIGINATION
ALPHA = SECTION
NUMERIC = DETAIL
PHX

SOIL BORING LOCATIONS
B-XX
XX

EQUIPMENT/DEVICE
NUMBER

STAGING AREA
CLSM

TREAD PLATE

AGGREGATE

BASE COURSE
(ABC)

ASPHALT PAVING

GRATING

BEDROCK

CONCRETE
(ALL CLASSES)

DRAIN ROCK
GRAVEL
RIPRAP

EXISTING/

UNDISTURBED
SOIL

STRUCTURAL

FILL OR BACKFILL
STEEL

LANDSCAPING
OR
(WITH AERIAL)
SPAN
SCALE:

FILE:

PLAN

DESCRIPTION
FILE

A SCALE

VIEW TITLE
A
##X##
- = SHOWN ON SAME DRAWING
##X## = SEE INDICATED DRAWING
VIEW
SCALE:

FILE:

C/1 ELEVATION
##X## SCALE
FILE

DESCRIPTION

VIEW TITLE
TYP
?
TYPICAL DETAIL #
#
-
##X##
A
A
1 TYP
SHT OF XX/XX/20XX XX
LINE 3
LINE 2
S
? LINE 1
TYPICAL DETAIL #
34 1

XXX-XX-XXX
0 10' 20' 40'
SCALE: 1" = 20'
2 MATCH LINE MATCH LINE STA XXX SEE DWG XXX
X" XXX

PIPE SIZE

FLOW STREAM

30.0°
NORTH
TRUE
PLANT
NORTH
XX.XX

ANY SPECIFIC DESIGNATIONS

NOTED WILL NEED TO REFER TO

ABBREVIATIONS
PROJECT NO.

LAST SAVED BY:

FILE NAME:

Plot Date:

CDA
JRD
JM
00C01
20 CIVIL

GENERAL CIVIL LEGEND AND SYMBOLS
8660F1000C01.dwg
gdavis
8660F10
10/5/2022 11:08:46 AM
usanorth811.org

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
No. 76832
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:13:25-07'00'

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
8660F.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
APRIL 2023 OF 200

CITY OF UKIAH
RECYCLED WATER PROJECT - PHASE 4
1 2 3 4 5 6 7 8 9 10 11 12 13
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B
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D
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1 2 3 4 5 6 7 8 9 10 11 12 13
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G G
®
No. 76832

SCHEDULES
GENERAL PIPELINE NOTES:

NOTES

1. DIMENSIONS TO STRUCTURES, REFERENCED PIPING, PAVING, AND OTHER IMPROVEMENTS IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS 14 DAYS IN ADVANCE OF THE CONSTRUCTION PROGRESS. THE CONTRACTOR SHALL REPORT ANY
DISCREPANCIES TO THE ENGINEER.

2. CONTRACTOR SHALL MAINTAIN A MINIMUM CLEARANCE OF 10 FEET HORIZONTAL AND 3 FEET VERTICAL BETWEEN THE SEWER LINES AND EXISTING WATER LINES.

3. REFER TO THE GEOTECHNICAL REPORT LOCATED IN THE APPENDIX OF

THE SPECIFICATIONS FOR ADDITIONAL INFORMATION ON THE
GEOTECHNICAL CONDITIONS AND BORING INFORMATION.

4. IN ALL LOCATIONS WHERE TRENCH PLATE IS USED FOR VEHICULAR OR

PEDESTRIAN TRAFFIC, THE CONTRACTOR SHALL APPLY SKID RESISTANT

COATING ON THE TRENCH PLATES AND COLD MIX ASPHALT CONCRETE AT THE EDGES. THE TRENCH PLATES SHALL BE NOTCHED INTO THE ASPHALT,

CONCRETE, OR TRAVELED SURFACE TO PREVENT SLIPPAGE AND ROCKING UNDER TRAFFIC.

5. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PROPERTIES ADJACENT TO THE WORK, THROUGHOUT THE CONSTRUCTION PERIOD.

6. ALL OPEN TRENCHES, WORK AREAS AND SHAFTS SHALL HAVE A SHORING SYSTEM IN ACCORDANCE WITH OSHA, STATE AND LOCAL REQUIREMENTS.

7. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, COUNTY,

AND LOCAL LAWS AND ORDINANCES RELATING TO THE SAFETY AND CHARACTER OF WORK, EQUIPMENT AND PERSONNEL. THIS INCLUDES BUT

IS NOT LIMITED TO SHEETING, SHORING, BRACING, VENTILATION,

CONFORMANCE WITH TRAFFIC CONTROL AND MAINTENANCE OF
BARRICADES AND WARNING DEVICES.

8. LAYOUT DRAWINGS ARE REQUIRED FOR PIPING INSTALLED.

9. ALL ROAD DITCHES, FENCE LINES, PASTURES AND SIMILAR AREAS SHALL BE RESTORED PER SPECIFICATION 02952.

10. ALL CROPPED AREAS DISTURBED SHALL HAVE THE TOPSOIL REPLACED AND THE ENTIRE AREA DISTURBED SHALL BE RIPPED 2 FT DEEP PER THE LAND OWNERS REQUIREMENTS.

11. CONTRACTOR SHALL TAKE ALL PRACTICAL PRECAUTIONS TO MINIMIZE DISTURBANCES TO STREAMS, VEGETATION, TREES AND CROP LANDS.

WHEREVER PRACTICAL LEAVE EXISTING TREES AND VEGETATED AREAS UNDISTURBED.

UTILITY NOTES:

EARTHWORK NOTES:

1. CLEAR THE CONSTRUCTION AREA OF NATURAL OBSTRUCTIONS EXISTING

FOUNDATIONS, BUILDINGS, FENCES, LUMBER, WALLS, STUMPS, BRUSH,

WEEDS, RUBBISH, TREES, BOULDERS, AND ANY OTHER ITEMS WHICH

INTERFERES WITH CONSTRUCTION OPERATIONS OR ARE DESIGNATED FOR REMOVAL.

2. GRUB OUT AND DISPOSE OF TREE TRUNKS AND ROOT MATERIAL BELOW THE GROUND SURFACE REMAINING AFTER CLEARING.

3. DISPOSE OF THE UNACCEPTABLE BACKFILL MATERIAL FROM THE CLEARING AND GRUBBING OPERATIONS AT NO ADDITIONAL COST TO THE OWNER.

4. STRIP AND STOCKPILE THE TOPSOIL. THE DEPTH OF STRIPPING SHALL BE ESTIMATED TO BE 12-INCHES BUT WILL BE DETERMINED IN THE FIELD AS SOIL CONDITIONS DICTATE.

5. REPLACE STOCKPILED SOIL AND RESTORE SITE AS SPECIFIED.

6. ROCK AND AGGREGATE STORAGE AREAS SHALL BE RESTORED BY

EXCAVATING ANY SOILS CONTAINING ROCK OR AGGREGATE AND
BACKFILLING WITH TOPSOIL. SOIL REMOVED MAY BE USED FOR TRENCH BACKFILL ABOVE THE PIPE ZONE AND 3 FEET BELOW FINISHED GRADE.

1. EXISTING UTILITIES IN THE PROJECT MAY BE IN A FRAGILE CONDITION. THE

CONTRACTOR SHALL EXERCISE NECESSARY CAUTION WHEN WORKING NEAR EXISTING UTILITIES.

2. PLAN LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES ARE BASED ON

RECORD DRAWINGS, POTHOLING AND SURVEY INFORMATION AND ARE CONSIDERED APPROXIMATE ONLY. WHERE NO ELEVATIONS ARE SHOWN, NO INFORMATION WAS AVAILABLE DURING THE DESIGN PERIOD.

3. SOME UTILITY SERVICES MAY NOT BE SHOWN ON THESE DRAWINGS. THE

CONTRACTOR SHALL TAKE NECESSARY MEASURES TO LOCATE AND
PROTECT SERVICE DURING CONSTRUCTION.

4. CONTRACTOR SHALL CALL THE "LOCAL UTILITY LOCATOR" AT 1-800-277-2600 PRIOR TO ANY EXCAVATION ACTIVITIES.

5. THE LOCATION, SIZE, AND MATERIALS OF EXISTING UNDERGROUND

UTILITIES SHOWN ON THESE DRAWINGS ARE APPROXIMATE AND IS SHOWN FOR BIDDING PURPOSES. THE CONTRACTOR SHALL BE RESPONSIBLE TO

CONTACT THE UTILITY OWNERS SO THAT THOSE UTILITIES MAY MARK THE LOCATION OF THEIR UTILITIES PRIOR TO ANY EXCAVATION ACTIVITIES. THE

CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND PROTECT EXISTING UTILITIES.

GENERAL NOTES:

1. FOLLOWING NOTES ARE GENERAL AND APPLY TO ALL SHEETS OF THESE CONTRACT DOCUMENTS AS IF THEY WERE WRITTEN IN THEIR ENTIRETY ON EACH SHEET.

2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD

VERIFYING ALL EXISTING CONDITIONS INCLUDING LOCATION AND DIMENSIONS OF ALL EXISTING CONSTRUCTION AND UTILITIES. CONTRACTOR SHALL NOTIFY ENGINEER IF THERE IS A CONFLICT

BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONSTRUCTION BEFORE PROCEEDING WITH WORK.

3. UNLESS DETAILED, SPECIFIED, OR OTHERWISE INDICATED ON THE DRAWINGS, CONSTRUCTION SHALL BE AS INDICATED IN THE APPLICABLE TYPICAL DETAILS AND GENERAL NOTES. TYPICAL DETAILS SHALL APPLY EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON DRAWINGS.

4. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF WORK. DETAILS SHALL BE IN THE SAME AS FOR OTHER SIMILAR WORK.

5. CONTRACTOR SHALL COMPLY WITH LOCAL CONSTRUCTION STORM WATER DISCHARGE REGULATIONS AND REQUIREMENTS.

6. PRIOR TO EXCAVATION FOR NEW STRUCTURES, ELECTRICAL CONDUIT, FABRICATION OF NEW PIPING

AND/OR OTHER PROPOSED UTILITIES, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING PIPING AND UTILITIES IN THE CONSTRUCTION AREA. THE CONTRACTOR

SHALL TEMPORARILY RELOCATE CONFLICTING EXISTING UTILITIES AT TIE-IN/CONNECTION LOCATIONS

AND REINSTALL THEM AS REQUIRED TO ELIMINATE THE CONFLICT AT NO ADDITIONAL COST TO THE OWNER.

7. ALL PIPELINES 12" AND LARGER SHALL HAVE A MINIMUM COVER OF 36" UNLESS THE COVER DEPTH IS SPECIFICALLY INDICATED ON THE DRAWINGS. PIPE SMALLER THAN 12" SHALL HAVE A MINIMUM COVER OF 30" UNLESS NOTED OTHERWISE. PIPES SHALL BE ROUTED AS SHOWN UNLESS MINOR REVISIONS ARE NECESSARY TO MISS EXISTING PIPES, STRUCTURES, ETC. CONTRACTOR SHALL BE RESPONSIBLE

FOR FURNISHING ALL FITTINGS AND ADAPTERS REQUIRED TO MAKE THE ROUTING CHANGES AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL INCLUDE COST FOR THIS IN THE BID.

8. EXISTING FACILITY AND UTILITY INFORMATION SHOWN ON THE DRAWINGS WAS OBTAINED FROM AVAILABLE RECORDS OR ELECTRONIC FILES. NEITHER THE OWNER NOR ENGINEER ASSUMES ANY RESPONSIBILITY FOR FACILITIES AND UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN. THE

CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS, SIZES, MATERIAL TYPES, AND ELEVATIONS SHOWN AROUND OR NEAR AREAS OF NEW CONSTRUCTION PRIOR TO START OF CONSTRUCTION.

9. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT FROM DAMAGE EXISTING FACILITIES AND UTILITIES SHOWN OR NOT SHOWN THAT ARE TO REMAIN IN PLACE.

ALL FACILITIES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED

OR RECONSTRUCTED TO THE ORIGINAL OR BETTER CONDITION AT THE CONTRACTOR'S EXPENSE WITHOUT ADDITIONAL COMPENSATION.

10. CONTRACTOR SHALL MAKE CONNECTIONS TO EXISTING PIPE, EQUIPMENT, ETC. AS REQUIRED AND

SHALL PROVIDE ALL FITTINGS, ADAPTERS, AND APPURTENANCES REQUIRED TO MAKE THE CONNECTIONS. PROVIDE ALL SUPPORTS REQUIRED FOR A RIGIDLY SUPPORTED COMPLETE AND WORKING SYSTEM.

11. ADJUST ALL VALVE BOXES, VAULTS, PULL BOXES, AND MANHOLES TO FINISHED GRADE UNLESS OTHERWISE SHOWN OR DIRECTED. MANHOLES IN OPEN FIELDS SHALL BE SET TWELVE INCHES ABOVE FINISHED GRADE AND VAULTS SHALL BE SIX INCHES ABOVE FINISHED GRADE.

12. THE CONTRACTOR SHALL CONTACT THE PROPER UTILITY REPRESENTATIVE AS FOLLOWS FOR QUESTIONS OR COORDINATION OF CONSTRUCTION RELATED TO EXISTING UTILITIES.

SEE SCHEDULE ON SHEET 00G03

13. CONTRACTOR SHALL VERIFY THAT PIPING SHOWN TO BE ABANDONED OR AS ABANDONED PREVIOUSLY IS NO LONGER IN SERVICE. LINES IN SERVICE SHALL BE MAINTAINED UNTIL NO LONGER REQUIRED BY THE PLANT.

14. ALL EXISTING PIPES THAT ARE TO BE ABANDONED IN PLACE OR REMOVED MAY NOT BE SHOWN.

WHERE PIPING IS TO BE ABANDONED AND MUST REMAIN IN SERVICE UNTIL COMPLETION OF OTHER

PHASES OF WORK, AND IT CONFLICTS WITH NEW PIPING, TEMPORARILY RELOCATE PIPING AS REQUIRED TO MAINTAIN SERVICE BY THE PLANT.

15. CONTRACTOR SHALL REROUTE THE EXISTING PIPING IF REQUIRED TO MISS THE PROPOSED STRUCTURES. THE EXISTING PIPE SHALL REMAIN IN SERVICE UNTIL NEW PIPING IS READY TO BE PLACED INTO SERVICE. DOWNTIME SHALL BE A MAXIMUM OF 2 HOURS, UNLESS SPECIFIED OR SHOWN OTHERWISE.

16. ALL SIDEWALKS TO BE 3'-0" WIDE UNLESS SHOWN OTHERWISE.

17. THE CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS IN THE VICINITY OF ANY OVERHEAD ELECTRIC LINES. CONTRACTOR SHALL ABIDE BY THE NATIONAL ELECTRIC CODE AND ANY REQUIREMENT BY THE OWNER OF THE ELECTRIC LINES.

18. PROVIDE ALL SHEETING/SHORING REQUIRED TO PROTECT EXISTING STRUCTURES, PIPES AND FACILITIES.

19. CONTRACTOR SHALL VERIFY LOCATION OF ALL ARCHITECTURAL, MECHANICAL, AND ELECTRICAL ITEMS BEFORE PLACING ANY STRUCTURAL STEEL OR CONCRETE. ALSO, STRUCTURAL DIMENSIONS

AND OPENINGS CONTROLLED BY ARCHITECTURAL, MECHANICAL, OR ELECTRICAL EQUIPMENT SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.

20. MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, ANCHORAGES, OPENINGS, RECESSES, AND

REVEALS NOT SHOWN ON THE STRUCTURAL DRAWINGS, THAT ARE REQUIRED BY OTHER CONTRACT DRAWINGS, SHALL BE PROVIDED PRIOR TO CASTING CONCRETE.

PROJECT NO.

LAST SAVED BY:

FILE NAME:

Plot Date:

CDA
JDM
BWA
00C02
21 CIVIL

GENERAL CIVIL NOTES AND SCHEDULES
8660F1000C02.dwg
JDiDonato
8660F10
10/5/2022 11:07:47 AM
Digitally signed by Brian W. Avon
Contact Info: Carollo Engineers, Inc.

Date: 2023.04.10 09:13:40-07'00'