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HomeMy WebLinkAbout2021-07-21 PacketPage 1 of 7 City Council Regular Meeting AGENDA Register and Join Ukiah City Council Regular Meeting at: https://attendee.gotowebinar.com/rt/3862698010362077965 After registering, you will receive a confirmation email containing information about joining the  webinar. Alternatively, you may view the meeting (without participating) by clicking on the name of the  meeting at www.cityofukiah.com/meetings.  July 21, 2021 ­ 6:00 PM 1. ROLL CALL     2. PLEDGE OF ALLEGIANCE     3. PROCLAMATIONS/INTRODUCTIONS/PRESENTATIONS      3.a. Presentation: City of Ukiah and Ukiah Unified School District (UUSD) Summer School  Partnership.    Recommended Action: Receive Presentation     Attachments: None        3.b. Presentations by Mendocino County Staff Regarding Project Homekey and the Homeless  Outreach Team.    Recommended Action: Receive presentations.     Attachments: None       4. PETITIONS AND COMMUNICATIONS     5. APPROVAL OF MINUTES      5.a. Approval of the Minutes for the July 7, 2021, Regular Meeting.    Recommended Action: Approve the Minutes of July 7, 2021, a Regular Meeting, as submitted.     Attachments:  1.2021­07­07 Draft Minutes       6. 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.     Page 1 of 292 Page 2 of 7 7. 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.      7.a. Annual Report Regarding Boards and Commissions Term Expirations and Appointments; and   Adoption of Resolution Reappointing Cynthia Coale to the Design Review Board and Henry  Sadowski to the Parks, Recreation, and Golf Commission.    Recommended Action: Receive the report regarding the Boards and Commission Term  Expirations and Appointments; and Adopt the Resolution Reappointing Cynthia Coale to the  Design Review Board and Henry Sadowski to the Parks, Recreation, and Golf Commission.      Attachments:  1.Resolution 2014­48 2.Nominations 3.Board and Commission Terms 4.Proposed Resolution        7.b. Approval of Contract Amendment #3 to SHN Consulting Engineers and Geologists, Inc. in the  Amount Not To Exceed $49,200 for Additional Engineering Design and Construction  Management Services for the Pressure Zone 2 South Reservoir Rehabilitation/Replacement  Project, and Corresponding Budget Amendment.    Recommended Action: Approve contract amendment #3 to SHN Consulting Engineers and  Geologists, Inc. in the amount not to exceed $49,200 for additional engineering design and  construction management services for the Pressure Zone 2 South Reservoir  Rehabilitation/Replacement Project, and corresponding budget amendment.      Attachments:  1.1617­133 SHN Agreement_CM 2.1617­133­A3 PZ2S Project Modification Agreements        7.c. Notification to City Council of Purchase Order #47221 issued to Vaughan's Industrial Repair,  Inc. to Rebuild a 10" Fairbanks Morse VTSH Pump for the Waste Water Treatment Plant in the  Amount of $16,053.81.    Recommended Action: Receive report on Purchase Order issued to Vaughan's Industrial Repair  Co., Inc. in the amount of $16,053.81     Attachments:  1.Vaughan's Quote Fairbanks Morse 10 inch VTSH Pump        7.d. Approve Notice of Completion for Wahlund Construction, Inc. for the Downtown Streetscape  Utilities Project, Specification 19­17, and Direct the City Clerk to File the Notice of Completion  with the County Recorder.    Recommended Action: Approve Notice of Completion Specification 19­17 Downtown Streetscape  Utilities Project, and direct the City Clerk to file the Notice of Completion with the County  Recorder.      Attachments:  1.Spec 19­17 PROJECT PLANS 2.Specification 19­17_Notice of Completion       Page 2 of 292 Page 3 of 7  7.e. Consideration and Approval to Unfreeze the Full­Time Assistant Facility Administrator  Classification, and Approval of Corresponding Budget Amendments.    Recommended Action: Council to consider and approve unfreezing the full­time Assistant  Facility Administrator classification, and approval of corresponding budget amendments.     Attachments: None        7.f. Approval of Contract in the Amount of $140,000 with Larry Walker and Associates for Technical  Permitting Assistance Related to the City's National Pollutant Discharge Elimination System  (NPDES) Permit and Recycled Water Permit.    Recommended Action: Approve contact in the amount of $140,000 with Larry Walker and  Associates for Technical Permitting Assistance Related to the City's National Pollutant Discharge  Elimination System (NPDES) Permit and Recycled Water Permit     Attachments:  1.Proposal from Larry Walker and Associates        7.g. Approval of the Purchase of Filter Media for the Advanced Water Treatment (AWT) Filters at  the Wastewater Treatment Plant (WWTP) from WesTech Inc. of Salt Lake City, UT in the Total  Amount of $37,080.00.    Recommended Action: Approve the purchase of filter media for the Advanced Water Treatment  (AWT) filters at the Wastewater Treatment Plant (WWTP) from WesTech Inc. of Salt Lake City, UT  in the Total Amount of $37,080.00.     Attachments:  1.Quote from WesTech        7.h. Approval of Contract with Stone Creek Environmental Consulting in the Amount of $26,020 for  Engineering Services Related to the Municipal Separate Storm Sewer Systems Permit Issued  by the North Coast Regional Water Quality Control Board.    Recommended Action: Approve contract with Stone Creek Environmental Consulting in the  amount of $26,020 for Engineering Services related to the City's Stormwater Permit.     Attachments:  1.210218 Ukiah Proposal for 2021 2022       8. AUDIENCE COMMENTS ON NON­AGENDA 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, 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.     9. COUNCIL REPORTS     10. CITY MANAGER/CITY CLERK REPORTS     11. PUBLIC HEARINGS (6:15 PM)     Page 3 of 292 Page 4 of 7  11.a. Annual Review and Adoption of Resolution Updating the Fee Schedule for Community  Services; Including Recreation Programs, Sports Fields, Parks, Municipal Pools, Ukiah Valley  Conference Center, and the Grace Hudson Museum.    Recommended Action: Receive the annual review and adopt the Resolution updating the fee  schedule for Community Services; including recreation programs, sports fields, parks, municipal  pools, Ukiah Valley Conference Center, and the Grace Hudson Museum.     Attachments:  1.Resolution with Exhibit A ­ Fee Schedule for Community Services       12. UNFINISHED BUSINESS      12.a. Council to Receive Status Report on the Ukiah Valley Golf Course and Consider Approval of  the 2021/2022 Capital Improvement Plan for the Ukiah Valley Golf Course, and to Consider  Approval of an Amended Cart Barn Lease Agreement with the Ukiah Men’s Golf Club, and a  Corresponding Amendment to the Tayman Park Golf Group Agreement.    Recommended Action: Approve the 2021/2022 Capital Improvement Plan for the Ukiah Valley Golf  Course, and authorize the City Manager to Execute the Amended Cart Barn Lease Agreement  with the Ukiah Men’s Golf Club and a corresponding Eighth Amendment to the Tayman Park Golf  Group Agreement.      Attachments:  1.UMGC CIP work to June 2022 2.Amended Draft Cart Barn Lease updated 3.UMGC CIP Fund approval letter 4.Addendum No 8 to Tayman Park Golf Course Lease 5.Ukiah Golf Course CIP 2021 22        12.b. Annual Report Regarding the Visit Ukiah Program and Authorization for City Manager to  Negotiate and Execute Performance Agreement between the Greater Ukiah Chamber of  Commerce and the City of Ukiah for Continued Administration of the Program for Fiscal Year  2021­22.    Recommended Action: Receive a presentation regarding the Visit Ukiah program and consider  authorizing the City Manager to negotiate and execute a performance agreement between the  Greater Ukiah Chamber of Commerce and the City of Ukiah for the continued administration of  the program.     Attachments:  1.Agreement_Greater Ukiah Chamber of Commerce 2020­07­01        12.c. Receive Status Report and Consider Any Action or Direction Related to the Novel Coronavirus  (COVID­19) Emergency Including Operational Preparedness and Response; Continuity of City  Operations and Services; Community and Business Impacts; and Any Other Related Matters.    Recommended Action: Receive status report and consider any action or direction related to the  Novel Coronavirus (COVID­19) Emergency including operational preparedness and response;  continuity of City operations and services; community and business impacts; and any other  related matters.     Attachments: None       13. NEW BUSINESS     Page 4 of 292 Page 5 of 7  13.a. Consideration of Adoption of a Resolution Adopting the City of Ukiah Emergency Operations  Plan.    Recommended Action: Adopt resolution adopting the City of Ukiah Emergency Operations Plan.     Attachments:  1.City of Ukiah Resolution and Exhibit A ­ Emergency Operation Plan.docx        13.b. Designation of Voting Delegates and Alternates for the League of California Cities Annual  Conference – September 22­24, 2021.    Recommended Action: Designate a Councilmember as the Voting Delegate, and Sage  Sangiacomo, City Manager and Shannon Riley, Deputy City Manager as the Alternate(s) to  represent the City of Ukiah for the 2021 League Annual Conference; and authorize the City Clerk  to submit the Voting Delegate/Alternate Form on their behalf.        Attachments:  1.League Correspondence 2.Voting Procedures 3.Voting Delegate Form        13.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).     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:  1.2021 City Council Special Assignments        13.d. Discussion and Possible Action Regarding the Cancellation of the August 4, 2021, Regular City  Council Meeting with the Option for the Mayor and/or City Manager to Call for a Special  Meeting on an Alternate Date if Time Sensitive Business Arises.     Recommended Action: Approve the cancellation of the August 4, 2021, Regular City Council  Meeting with the option for the Mayor and/or City Manager to call for a special meeting on an  alternate date if time sensitive business arises.      Attachments: None       14. CLOSED SESSION ­ CLOSED SESSION MAY BE HELD AT ANY TIME DURING THE MEETING      14.a. Conference with Legal Counsel—Anticipated Litigation (Government Code Section 54956.9(d)(2)or(4)) Significant exposure to litigation pursuant to paragraph (2) or (4) of subdivision (d) of Section  54956.9. Consideration of potential litigation arising from emergency drought declaration.  (Government Code Section 54956.9(e)(2)): (Number of potential cases: 1)    Recommended Action: Confer in Closed Session     Attachments: None       Page 5 of 292 Page 6 of 7  14.b. Conference with Legal Counsel—Anticipated Litigation (Government Code Section 54956.9(d)(2)or(3)) Significant exposure to litigation pursuant to paragraph (2) or (3) of subdivision (d) of Section  54956.9: (Number of potential cases: 1)    Recommended Action: Confer in Closed Session     Attachments: None        14.c. Conference with Legal Counsel—Anticipated Litigation (Government Code Section 54956.9(d)(2)or(3)) Significant exposure to litigation pursuant to paragraph (2) or (3) of subdivision (d) of Section  54956.9: (1 potential case, involving possible termination of construction contract for cause)    Recommended Action: Confer in Closed Session     Attachments: None        14.d. Conference with Legal Counsel – Existing Litigation  (Cal. Gov’t Code Section 54956.9(d)(1)) Name of case: City of Ukiah v. Questex, LTD, et al, Mendocino County Superior Court, Case    No. SCUK­ CVPT­15­66036    Recommended Action: Confer in Closed Session     Attachments: None        14.e. Conference with Real Property Negotiators  (Cal. Gov’t Code Section 54956.8) Property:  APN Nos: 003­500­19; 003­190­08; 057­050­12; 157­050­11; 157­060­003; 001­040­ 83;157­050­03, 157­060­02, 157­050­04, 157­050­03, 157­030­02, 157­050­01, 157­050­02,  157­050­10, 157­050­09, 157­070­01, 157­070­02, 003­190­01; 003­181­01; 003­582­38 Negotiator: Sage Sangiacomo, City Manager;  Negotiating Parties: Dave Hull and Ric Piffero  Under Negotiation: Price & Terms of Payment    Recommended Action: Confer in Closed Session     Attachments: None        14.f. Conference with Real Property Negotiators  (Cal. Gov’t Code Section 54956.8) Property:  APN Nos: 184­090­07­00 and 184­100­04­00 Negotiator: Sean White, Water Resources Director and Sage Sangiacomo, City Manager;  Negotiating Parties: Noble Vineyard Management  Under Negotiation:  Instruction to negotiator will concern price and terms of payment.    Recommended Action: Confer in Closed Session     Attachments: None        14.g. Conference with Labor Negotiator (54957.6) Agency Representative: Sage Sangiacomo, City Manager Employee Organizations: All Bargaining Units    Recommended Action: Confer in Closed Session     Attachments: None       15. ADJOURNMENT     Page 6 of 292 Page 7 of 7 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, City Clerlk Dated: 7/16/21  Page 7 of 292 Page 1 of 1 Agenda Item No: 3.b. MEETING DATE/TIME: 7/21/2021 ITEM NO: 2021-959 AGENDA SUMMARY REPORT SUBJECT: Presentations by Mendocino County Staff Regarding Project Homekey and the Homeless Outreach Team. DEPARTMENT: City Manager / Admin PREPARED BY: Shannon Riley, Deputy City Manager PRESENTER: Shannon Riley, Deputy City Manager and Megan Van Sant, Senior Program Manager, HHSA ATTACHMENTS: 1. 3b Presentation give at meeting - McHOT.presentation.to.City.Council 2. 3b Presentation give at meeting - PHK.presentation.to.Ukiah.City.Council.7.14.21 Summary: The City Council will receive two presentations, one on Project Homekey and one on the Homeless Outreach Team. Background: Megan Van Sant, Senior Program Manager for Mendocino County's Health and Human Services Agency (HHSA), will provide two presentations: 1. Project Homekey (http://projecthomekeymendocino.org/) 2. The Homeless Outreach Team Discussion: Recommended Action: Receive presentations. 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: Megan Van Sant, Senior Program Manager, HHSA Page 8 of 292 Mendocino CountyHomeless Outreach Team Presentation to Ukiah City Council July 21, 2021 Megan Van Sant, Senior Program Manager, County of Mendocino Page 9 of 292 Overview – Homeless Outreach in Ukiah 1.Project design and timeline 2.What we have observed… 3.What we have been able to accomplish… 4.What we have not been able to accomplish… 5.Partnership with Ukiah Police Department 6.Encampment protocol 7.Who do we spend time and resources on? 8.Our next steps? Page 10 of 292 Project design and timeline Mendocino County Homeless Outreach Team – McHOT •A pilot project with the goal of providing outreach and engagement support to homeless individuals in the Ukiah region. •Focus is on visible, street-level, homeless individuals •Team was originally formed under the direction of former HHSA Director Tammy Moss Chandler and former Supervisor John McCowen •This project addresses the following goals of the Strategic Plan to Address Homelessness in Mendocino County: Goal 2.4 – Develop and implement a Homeless Outreach Team Goal 3.4.3 – Establish encampment engagement protocols Page 11 of 292 Project design and timeline Phase 0: July to November 2019 •Lots of discussion and planning design between HHSA staff and former UPD Captain Sean Kaeser. •HHSA hired Joy Kinion, Outreach Specialist, part-time as needed Phase 1: December 2019 to February 2020 •Brief, unsuccessful, attempt to partner with a UPD Officer on Wednesdays for general outreach in the field Phase 2: October 2020 to June 2021 •HHSA hired two additional highly-skilled Outreach Specialists, Leanna Sweet and Michelle Flowers. Tony Marsh from Manzanita joins the team on Wednesdays. •Outreach Teams in the field independently on M, W, F mornings Phase 3: July 2021 and onward •Unclear at this time… Page 12 of 292 Project design and timeline Current Project Design: ▪Intentionally contracted with highly skilled and well-paid Outreach Specialists ▪All interactions with homeless individuals are documented in an online case management system (Vertical Change) and our Homeless Management Information System (HMIS) ▪Team has engaged with over 100 people, some much more frequently and intensely than others ▪Multi-Disciplinary Team meetings scheduled for particularly high-profile or complex individuals ▪Team in the field on M, W, and F mornings in Ukiah only ▪We do NOT give out food or “things”, and we do NOT remove garbage ▪Recently added Ukiah Library to the weekly rotation Page 13 of 292 What we have observed.. 1.The majority of street-level homeless in Ukiah are long- time residents of Ukiah . 2.Most, but not all, visible street-level homeless individuals struggle with addiction and/or mental health challenges. 3.For a variety of reasons, most institutions/agencies are not designed to promote meaningful solutions to street-level homelessness. This includes the real estate, social services, mental health, physical health, law enforcement, and criminal justice systems. 4.HOWEVER, the number of visible street-level homeless individuals has declined in Ukiah since the beginning of this project. (Why? We have a few theories…) Page 14 of 292 What we HAVE been able to accomplish… 1.Developed and authorized the Homeless Multi-Disciplinary Team Protocol that enables our team to easily share client information with partners 2.Good assessment of the realities of the homeless situation in Ukiah 3.Built strong collaborative partnerships , including all social services divisions, Manzanita, RCS, MCAVHN, health clinics, Street Medicine, Ukiah Police Department, and Probation Department 4.Developed an informal protocol and practice for working collaboratively with law enforcement before and during the disbandment of larger homeless encampments 5.We have been able to provide transportation to other locations, when indicated and wanted. 6.Creative solutions - flexible, responsive, “whatever it takes” 7.We have had a meaningful impact on some people’s lives. Page 15 of 292 What have we NOT been able to accomplish… 1.With a few exceptions, we have NOT been able to connect street-level homeless individuals with immediate, permanent housing. 2.With a few exceptions, we have NOT been able to connect street-level homeless individuals with ongoing mental health or physical health treatment. 3.We have not been able to make any progress at all with individuals who are unwilling or unable to commit to change. Page 16 of 292 Partnership with Ukiah Police Department Original stated goals of partnership with UPD – (from October 2019) Status HHSA and UPD staff support each other and communicate well about actual people.YES The right person with the right skill set responds to a homeless person in need. NO (unless by chance) We collectively promote the truth and dispel myths about our homeless population. MAYBE? Greater numbers of homeless individuals transition off the streets. YES * Law enforcement spends less time on issues related to homelessness and can thus spend more time on preventing and deterring crime. UNCLEAR Law enforcement, HHSA, and community-based organizations communicate well and have strengthened and positive relationships. YES for HHSA and UPD; UNCLEAR for CBOs Page 17 of 292 Partnership with Ukiah Police Department The mystery of the “Top 30”…. For reasons that are unclear to us, the individuals that are generating the greatest number of calls for service from UPD are NOT significantly showing up in our outreach efforts or in the homeless system of care overall… Outreach Team has interacted with only 6 individuals out of the 30 within the last six months. ### Note: Ukiah Police Department has not yet been able to provide staff that can pro-actively work in partnership with Outreach Team members in the field. Page 18 of 292 Homeless Encampment Protocol ü Over the past year and a half, McHOT has provided support to six homeless encampment disbandments countywide (4 of 6 located in Ukiah.) üTypically, McHOT responds to a request from a law enforcement agency after a date has been selected for formal disbandment. üTeam members provide outreach in the days leading up to the disbandment, and also provide on-site support on the day of disbandment. üNote that these enforcement actions are always initiated by law enforcement organizations, and not by McHOT. üWe would like to develop a written and signed protocol for homeless encampments within the next six months or so. Page 19 of 292 Our internal dilemma… who do we focus on? Emily Anderson ▪Emily is 19 years old ▪Has been living in a local motel room for four years with her 18 year old sister, and two little brothers – age 5 and 6 ▪Mother in car accident and hospitalized ▪Emily and her teen brother work full time ▪Have no credit and no skills to find an apartment Nancy Johnson ▪Nancy is in and out of jail three times or more per year ▪Frequently arrested for being drunk in public ▪Consumes significant time and resources for our justice system ▪Creates a nuisance in downtown Ukiah ▪Has untreated substance use and behavioral health issues Page 20 of 292 Next steps for McHOT? ü Working on a plan for Phase 3 for McHOT. üWe may pull back our role to a specifically-identified list of high-needs and responsive individuals only. üWe would like to complete a written Homeless Encampment Protocol with UPD. üProbably willing to attempt engagement with the “Top 30”, but only with UPD proactive in-the-field support. ü We are willing to engage as a participant in a broader task force on street-level homeless issues, if spearheaded by another entity. üAny ideas or suggestions for us? Page 21 of 292 The jigsaw puzzle… Page 22 of 292 PROJECT PROJECT HOMEKEYHOMEKEY MENDOCINO MENDOCINO Live Oak Apartments – Ukiah, California Page 23 of 292 Overview 1.Background and Development of the Project 2.The Building 3.Project Philosophy 4.The Program Design 5.Who Lives at Live Oak Apartments 6.Who Doesn’t Live at Live Oak Apartments 7.Lessons Learned So Far 8.Phase 2 Remodel at Live Oak 9.Our Waiting List 10.Project Homekey 2.0? 11.Summarizing… Page 24 of 292 Background This project was implemented under extremely aggressive timelines and within the parameters of a public health emergency declaration. Date Milestone August 2020 County submitted application to Project Homekey November 2020 Escrow closed on Best Western Inn January – April 2021 Remodel of lobby and installation of 24 kitchenettes April 19, 2021 New resident households began moving in Page 25 of 292 The Building Live Oak Apartments – 555 S. Orchard Avenue ü 56 former motel rooms are (or will be) converted to 50 unique self- contained apartment units. üMostly studios, with up to 6 units available as two-room apartments for larger families. ü4 units are ADA and wheelchair accessible. ü30 units are upstairs. No elevator in the building. üOne on-site apartment for Resident Manager. üPool area has been filled with dirt and will soon be a community garden. üOpen and welcoming lobby area, plus a small community/meeting room. Page 26 of 292 Project Philosophy üThe mission of Live Oak Apartments is to provide safe and permanent housing for households experiencing homelessness or who are at-risk of homelessness. üThis project provides a runway to re-stabilization and independence through strong support services that build self- sufficiency and promote personal responsibility. Live Oak Apartments is not a homeless shelter; it is a home. Our goal is to provide an environment that creates a pathway to permanent recovery from homelessness. Page 27 of 292 Program Design Our Core Project Partner ü Rural Communities Housing Development Corporation (RCHDC) serves as our Property Manager. Fantastic and experienced partner! Tenant Selection Process üMost referrals received from community-based partners. üAlso accept self-referrals directly from homeless households. üHouseholds are reviewed during a Tenant Selection Committee process that considers acuity of need, capacity of the building, and applicant cohort. §Our Project Partners §Tenant Selection Process §Staffing §Financial Sustainability §Resident Contributions §Code of Conduct §Bridge Phase §Personal Goal Setting §On-site Activities §Security Plan Every component of our program is intentionally designed… Page 28 of 292 Program Design Staffing ü Two Program Specialists on site – County employees ü One on-site Resident Manager – RCHDC employee ü One on-site Maintenance Technician – RCHDC employee ü Contracted Security Guard at night ü Additional night-time support staff through RCHDC Project oversight and leadership support provided by Advocacy and Collaboration Team - HHSA §Our Project Partners §Tenant Selection Process §Staffing §Financial Sustainability §Resident Contributions §Code of Conduct §Bridge Phase §Personal Goal Setting §On-site Activities §Security Plan Every component of our program is intentionally designed… Page 29 of 292 Program Design Financial Sustainability ü Start-up funding provided by the State of California in the form of an Operating Subsidy Grant. ü A variety of ongoing funding sources contribute to financial sustainability. ü After the Bridge Phase, most (possibly all) residents receive rental subsidy through a combination of a housing voucher and their own income. (HUD-VASH, PSH, HCV, CalWorks, etc.) üRents are calculated at FMR of $908/mth for studio, $941/mth for two-room unit. Resident Contributions üAll residents contribute 30% of their income to Rent or pay a flat Program Fee during the Bridge Phase of residency. §Our Project Partners §Tenant Selection Process §Staffing §Financial Sustainability §Resident Contributions §Code of Conduct §Bridge Phase §Personal Goal Setting §On-site Activities §Security Plan Every component of our program is intentionally designed… Page 30 of 292 Program Design Code of Conduct ü The Code of Conduct is the core document used to promote a peaceful, stable, comfortable living environment. Bridge Program Phase üAll residents enter the project with a three-month Bridge Phase. During this time, they have not yet signed a formal tenancy lease. üBridge Program Phase is an opportunity for the resident to settle in, set personal goals, and for both parties (resident and landlord) to make sure that this living environment is the right fit, without having to go through an eviction process if it is not. §Our Project Partners §Tenant Selection Process §Staffing §Financial Sustainability §Resident Contributions §Code of Conduct §Bridge Phase §Personal Goal Setting §On-site Activities §Security Plan Every component of our program is intentionally designed… Page 31 of 292 Program Design Personal Goal Setting ü Residents set personal goals in partnership with on-site staff. üGoals may be related to: ü Financial and Economic Stability ü credit repair, driver’s license, employment, housing vouchers, etc. ü Physical and Emotional Wellness ü primary medical care, health insurance, dental care, eyeglasses, social support, substance use treatment, etc. ü Children and Family ü child care, schooling, children’s mental health, parenting classes, etc. ü Miscellaneous ü literacy, cell phone, transportation, navigating criminal justice system, child support issues, etc. §Our Project Partners §Tenant Selection Process §Staffing §Financial Sustainability §Resident Contributions §Code of Conduct §Bridge Phase §Personal Goal Setting §On-Site Activities §Security Plan Every component of our program is intentionally designed… Page 32 of 292 Program Design On-Site Activities and Support §Social Activities – Sunday brunch, Wednesday pizza §Parenting classes and support groups weekly §Harvest of the Month – nutrition education §Recovery Group biweekly §Special on-site events: §low-cost phones, bank account set-up, application assistance for Medi-Cal and Cal-Fresh, assistance with permanent housing applications, tax filing §Work Experience site for CalWorks recipients §In the near future – connection with job training and workforce development §Our Project Partners §Tenant Selection Process §Staffing §Financial Sustainability §Resident Contributions §Code of Conduct §Bridge Phase §Personal Goal Setting §On-Site Activities §Security Plan Every component of our program is intentionally designed… Page 33 of 292 Program Design Security Plan 1.Single Point-of-Contact 2.Security Cameras 3.Security Guard – on site every evening from 5 pm to 8 am. 4.After Action Review – Agreement with UPD to schedule a brief AAR discussion, when requested, following every call for service at the site 5.Monthly review of law enforcement calls §Our Project Partners §Tenant Selection Process §Staffing §Financial Sustainability §Resident Contributions §Code of Conduct §Bridge Phase §Personal Goal Setting §Security Plan Every component of our program is intentionally designed… Page 34 of 292 Who Lives at Live Oak Our priority cohorts for residency include: ü Seniors ü Veterans ü Households with children ü Individuals with complex medical conditions ü Individuals enrolled in Whole Person Care ü Households fleeing domestic violence, involved with Child Protective Services, or involved with Adult Protective Services Page 35 of 292 Who Lives at Live Oak Our “first wave” of residents included: ü 44 adults, 25 children, 2 pregnancies – 71 people ü 7 veterans ü 19 seniors ü 16 families with children ü 6 households fleeing domestic violence ü 23 individuals with complex medical conditions üAll residents are from Ukiah with the following exceptions: ü 1 veteran moved here from Sonoma County three months ago ü 1 senior from Fort Bragg ü 1 senior from Willits “ My family has lived in Ukiah for five generations. My grandfather was Mr. Perkins of Perkins Street.” - Steve, a 67-year old veteran living at Live Oak Apartments Page 36 of 292 Who Doesn’t Live at Live Oak The following cohorts of homeless individuals are unlikely to live at Live Oak Apartments: ü People who are not homeless or at-risk of homelessness ü Individuals who are not willing or able to follow the Code of Conduct ü Individuals who need a level of care that exceeds the capability of Live Oak staff üAble-bodied adults who are not parenting children ü Sex offenders, arsonists, and those with a violent criminal history are not allowed to live at Live Oak. Page 37 of 292 Lessons Learned So Far Challenges we expected… •Monitoring of visitors, at all hours of the day, is critical. •The Live Oak project is not the right fit for everyone in need of housing. Challenges that did not materialize as expected… •The mixing of demographic populations (families, seniors, medically fragile, etc.) has not been a problem. What has surprised our team… •Critical level of poverty and food insecurity. •We urgently need to build connections with job training and employment opportunities. •Many residents have a strong interest in pursuing personal goals. •Overwhelming volume of referrals from families and seniors. Page 38 of 292 Outcomes Number of people provided with safe secure housing •71 people: 44 adults, 25 children, 2 pregnancies Exits to permanent recovery from homelessness… •15 people have exited the project: •1 senior to a local board-and-care facility •6 adults and 6 children moved into permanent housing •1 mother passed away •1 senior veteran was unable to follow the Code of Conduct Calls for service from first responders… •Very medically fragile people live at Live Oak. Staff have called for ambulance transportation on several occasions. •2 calls for service from UPD in the month of June. •Both calls were initiated by staff, intentionally planned, and resulted in a less than 10 minute response. Note: It is still too early to capture reliable long- term outcome data for this project… Page 39 of 292 Phase 2 Remodel ü19 units upstairs still need kitchenettes. ü Office space in the lobby area needs to be re-configured. ü Solar panel array planned for roof and parking lot. ü Bike barn ü Smoking gazebo ü Funding has been sought through CDBG-CV funding and other sources. ü Hope to begin construction in the fall. Page 40 of 292 Our Waiting List “My household earns $2,056 per month. My husband, my three children, and I live in a travel trailer and the floor is currently not going to be stable for much longer. It’s been rough for us and we could really use a home.” “I need a foundation. A new beginning. Where I can grow and get to have a bond with my daughter. I need help with being able to do things on my own. I need all the basics. My grandmother is all I have and she is tired now. I can’t live with her any longer or she will lose her housing. Please help me get situated in life for myself and my daughter.” 240 households currently on the waiting list (at least 300 + people) Page 41 of 292 Our Waiting List “I am 82 years old. I have been renting my apartment with (local property management company) for 20 years and my apartment was sold recently. My new landlord has given me a 90-day notice. I have a Section 8 voucher and it has been challenging to find a new home. I am about to be homeless.” “My family includes myself, my 26-year-old disabled son, and my husband. Our income is $1,800 per month. We need a place, please. The two-door car is so small we sleep sitting up. Please help me get back on our feet so I can feel human again.” 240 households currently on the waiting list (at least 300 + people) Page 42 of 292 Our Waiting List “My family and I currently live in a garage, and we’ve been asked to move. We will be homeless soon. My husband earns $2,400 per month. I need housing for my family of three and my unborn child.” “Do you think I can get any help and fast? I don’t have children so I know this means I won’t get as many resources. I am about to be descending into a very dark place if I can’t get help and all my family is estranged and far away. Thank you for taking the time to read this and any help you can give would be greatly appreciated.” “I have heart disease with four stints in my heart. I’m currently homeless. (I stay with friends from time to time.) I’m a recovering addict as well. I need somewhere steady to get my health back and get back on my feet.” 240 households currently on the waiting list (at least 300 + people) Page 43 of 292 Our Waiting List “I need a home for my children. I messed up my credit but have started to work on it. Most places want you to make three times the amount of rent and I can’t find a place where I make three times the amount of rent. I need stability for myself and my kids. Please.” “I’m 67 years old. Right now, I live in a 12 by 12 shed. I need a place to shower and fix my meals. I’m in need of a good place to live.” “My 27-year-old son is schizophrenic and has asthma. He receives SSI and we have food stamps. I am trying to find stable housing for the two of us so that my 11 year old daughter can be reunited with us. Please help my family.” 240 households currently on the waiting list (at least 300 + people) Page 44 of 292 Project Homekey 2.0? The future? üGovernor Gavin Newsom has announced a major expansion of Project Homekey in the very near future. üIn June, County sent letters to jurisdictions seeking to gauge their interest. üCounty staff will not pursue additional sites unless invited to do so by the jurisdiction or directed to do so by the Board of Supervisors. Page 45 of 292 Describing the project… Page 46 of 292 QUESTIONS?QUESTIONS? www.projecthomekeymendocino.org Page 47 of 292 AGENDA ITEM 5a Page 1 of 3 CITY OF UKIAH CITY COUNCIL MINUTES Regular Meeting Virtual Meeting Link: https://attendee.gotowebinar.com/rt/9199312935703156493 Ukiah, CA 95482 July 7, 2021 6:00 p.m. 1.ROLL CALL Ukiah City Council met at a Regular Meeting on July 7, 2021, having been legally noticed on July 2, 2021. The meeting was held virtually at the following link: https://attendee.gotowebinar.com/rt/9199312935703156493 Mayor Orozco called the meeting to order at 6:05 p.m. Roll was taken with the following Councilmembers Present: Douglas F. Crane (arriving at 6:08 p.m.), Mari Rodin, Josefina Dueňas, Jim O. Brown, and Juan V. Orozco. Staff Present: Sage Sangiacomo, City Manager; David Rapport, City Attorney; and Kristine Lawler, City Clerk. MAYOR OROZCO PRESIDING. 2.PLEDGE OF ALLEGIANCE The Pledge of Allegiance was led by Councilmember Rodin. 3.PROCLAMATIONS/INTRODUCTIONS/PRESENTATIONS 4.PETITIONS AND COMMUNICATIONS 5.APPROVAL OF MINUTES a.Approval of the Minutes for the June 16, 2021, Regular Meeting. b.Approval of the Minutes for the June 29, 2021, Special Meeting. Motion/Second: Rodin/Brown to approve the minutes of June 16, 2021, a regular meeting; and June 29, 2021, a special meeting, as submitted. Motion carried by the following roll call votes: AYES: Crane, Rodin, Dueňas, Brown, and Orozco. NOES: None. ABSENT: None. ABSTAIN: None. 6. RIGHT TO APPEAL DECISION 7.CONSENT CALENDAR a.Adopt a Resolution (2021-29) Approving Side Letter Agreements (COU Nos. 2021-227 (Department Head); 2021-228 (Management Unit); 2021-229 (BEW Local 1245); 2021-230 UPOA); 2021-231 (Fire Unit); 2021-232 (OE3 Local 3 Administrative & Maintenance Unit); 2021-233 (OE3 Local 3 Water Utilities & Mechanics Unit) to the Current Memoranda of Understanding Between the City of Ukiah and All Collective Bargaining Units – Human Resources/Risk Management. b.Adoption of Ordinance Amending Sections 3960 and 3962 in Article 2, Chapter 6, Division 4 of the Ukiah City Code, Governing Apportionment of Water and Sewer Fees to Tenants in Mobilehome Parks and Apartment Complexes – Finance. Page 48 of 292 City Council Minutes for July 7, 2021, Continued: Page 2 of 3 ORDINANCE NO. 1214 ORDINANCE OF THE CITY COUNCIL OF THE CITY OF UKIAH AMENDING SECTIONS 3960 and 3962 IN ARTICLE 2, CHAPTER 6, DIVISON 4 OF THE UKIAH CITY CODE, GOVERNING APPORTIONMENT OF WATER AND SEWER FEES TO TENANTS IN MOBILEHOME PARKS AND APARTMENT COMPLEXES c. Adoption of Ordinance Adding Section 9004 to Division 9, Chapter 2, Article 1 to Require Compliance with the 2020 Ukiah Municipal Airport Land Use Compatibility Plan (UKIALUCP) – Community Development. ORDINANCE NO. 1215 ORDINANCE OF THE CITY COUNCIL OF THE CITY OF UKIAH ADDING SECTION 9004 TO DIVISION 9, CHAPTER 2, ARTICLE 1 OF THE CITY CODE TO REQUIRE COMPLIANCE WITH THE UKIAH MUNICIPAL AIRPORT LAND USE COMPATIBILITY PLAN. d. Approval of Amendment No. 3 to the Professional Services Agreement (COU No. 1718-155- A3) with Community Development Services in an Amount Not to Exceed $25,434 for Professional Consulting Services Related to CDBG Business Assistance Program Loan Underwriting – Community Development. e. Approval of Notice of Completion for the Electric Utility Department's Replacement of the 12- Inch Water Line at the Hydroelectric Plant, Specification No. 20-15, and Approve Final Payment and the 5% Retention to Diamond D Construction, LLC – Electric Utility. f. Adopt Resolution (2021-30) for City of Ukiah Electric Facilities Physical Security Plan as Required by the California Public Utilities Commission (CPUC) Decision 19-01-018 – Electric Utility. Motion/Second: Crane/Rodin to approve Consent Calendar Items 7a-7f, as submitted. Motion carried by the following roll call votes: AYES: Crane, Rodin, Dueňas, Brown, and Orozco. NOES: None. ABSENT: None. ABSTAIN: None. 8. AUDIENCE COMMENTS ON NON-AGENDA ITEMS No public comment was received. 9. COUNCIL REPORTS Presenter: Vice Mayor Brown. 10. CITY MANAGER/CITY CLERK REPORTS Presenters: Shannon Riley, Deputy City Manager; and  Update of Drought and Water Conditions – Sean White, Water Resources Director.  Construction Update – Tim Eriksen, Public Works Director/City Engineer. 11. PUBLIC HEARINGS (6:15 PM) 12. UNFINISHED BUSINESS a. Consideration and Possible Adoption of Resolution Adopting the City of Ukiah Business Assistance Guidelines, to Be Funded by the State Community Development Block Grant (CDBG) Program Presenter: Craig Schlatter, Community Development Director. Page 49 of 292 City Council Minutes for July 7, 2021, Continued: Page 3 of 3 Motion/Second: Crane/Rodin to adopt resolution (2021-31) adopting the City of Ukiah CDBG Business Assistance Program Guidelines. Motion carried by the following roll call votes: AYES: Crane, Rodin, Dueňas, Brown, and Orozco. NOES: None. ABSENT: None. ABSTAIN: None. b. Receive Report Regarding the Economic Development and Financing Corporation (EDFC); Consideration of Request for Funding from EDFC; and Request for Authorization for the City Manager to Negotiate and Execute Performance Agreement Between the City of Ukiah and EDFC. Presenters: Shannon Riley, Deputy City Manager and Debbie Rasar and Robert Gernert, Economic Development & Financing Corporation. Motion/Second: Brown/Rodin to authorize the City Manager to negotiate and execute Performance Agreement (COU No. 2021-234) between the City of Ukiah and Economic Development and Financing Corporation (EDFC). Motion carried by the following roll call votes: AYES: Crane, Rodin, Dueňas, Brown, and Orozco. NOES: None. ABSENT: None. ABSTAIN: None. 13. NEW BUSINESS a. Receive Updates on City Council Committee and Ad Hoc Assignments and, if Necessary, Consider Modifications to Assignments and/or the Creation/Elimination of Ad hoc(s). No reports were received. THE CITY COUNCIL ADJOURNED TO CLOSED SESSION AT 7:18 P.M. 14. CLOSED SESSION Direction was given to staff. 15. ADJOURNMENT There being no further business, the meeting adjourned at 7:54 p.m. ________________________________ Kristine Lawler, City Clerk Page 50 of 292 Page 1 of 2 Agenda Item No: 7.a. MEETING DATE/TIME: 7/21/2021 ITEM NO: 2020-451 AGENDA SUMMARY REPORT SUBJECT: Annual Report Regarding Boards and Commissions Term Expirations and Appointments; and Adoption of Resolution Reappointing Cynthia Coale to the Design Review Board and Henry Sadowski to the Parks, Recreation, and Golf Commission. DEPARTMENT: City Clerk PREPARED BY: Kristine Lawler, City Clerk PRESENTER: Consent Calendar ATTACHMENTS: 1. Resolution 2014-48 2. Nominations 3. Board and Commission Terms 4. Proposed Resolution 5. 7a Correspondence Received - Cynthia Coale 6. Proposed Alternate Resolution Summary: The City Council will receive an annual report on the term expirations and vacancies on the City Boards and Commissions, and consider adoption of a resolution reappointing Cynthia Coale to the Design Review Board and Henry Sadowski to the Parks, Recreation, and Golf Commission. Background: Per resolution 2014-48 (Attachment 1), an annual notice of Boards and Commission vacancies was published in the Ukiah Daily Journal on July 7, 2021. Vacancy Announcements have also been posted on the City’s website, in the glass display case in front of the Civic Center, in the Public View Binder, in the City Clerk’s office, and at the local library throughout the year. Discussion: Most active positions on the Boards & Commissions are currently filled, with the following vacant seats still available: Airport Commission – One City Resident position is open. This commission meets on a regular basis. Build Board of Appeals – Six positions available (3 Members; 3 Alternates). This board has not met in over 8 years. Demolition Permit Review Committee – One position is open for a City of Ukiah resident with expertise in architecture, building, or closely related field. This committee meets very infrequently, but when it does meet it would be helpful to have a full Committee. Design Review Board –Two Community-at-Large positions are open. One incumbent, Cynthia Coale has expressed interest in reappointment, and has been nominated by Councilmember Crane (Attachment 2). The other incumbent will not be returning and Councilmember Duenas is currently seeking a candidate for consideration. These are Council nominated positions whose terms coincide with the nominating Councilmember. This Board meets on an as needed basis, which is in-frequent. Parks, Recreation, and Golf Commission – One At-large County Resident position is vacant by expiration. The position has been noticed and the incumbent, Henry Sadowski, has submitted an application Page 51 of 292 Page 2 of 2 for reappointment with no other applications having been received. Councilmember Rodin has submitted a nomination (Attachment 2) for Mr. Sadowski's appointment. This commission meets on a regular basis. Positions being sought by incumbents are also available to any public members who meet the qualifications and wish to apply. Details and applications are available from the City Clerk’s office (707-463-6217; klawler@cityofukiah.com). Attachment 3 is a full list of the current Boards and Commissions, showing terms, expirations, and vacancies; along with descriptions of the various Boards and Commissions. This list is updated regularly and posted online (http://www.cityofukiah.com/city-boards-commissions-committees), in the glass cabinet in front of the Civic Center, in the Public View Binder, at the Library, and in the City Clerk's office. Staff is recommending that Council receive the report, and adopt the resolution (Attachment 4) making the nominated appointments of Cynthia Coale to the Design Review Board and Henry Sadowski to the Parks, Recreation, and Golf Commission. Recommended Action: Receive the report regarding the Boards and Commission Term Expirations and Appointments; and Adopt the Resolution Reappointing Cynthia Coale to the Design Review Board and Henry Sadowski to the Parks, Recreation, and Golf Commission. 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 Page 52 of 292 ATTACHMENT 1 Page 53 of 292 Page 54 of 292 1 Kristine Lawler Subject:FW: CC 210713 Re: Reappointment to Design Review Board - Cynthia Coale From: Douglas Crane <doug.crane@craneofukiah.com>   Sent: Tuesday, July 13, 2021 10:33 AM  To: Kristine Lawler <klawler@cityofukiah.com>  Subject: CC 210713 Re: Reappointment to Design Review Board ‐ Cynthia Coale  Kristine,  I nominate Cynthia Coale for the Design Review Board as a Community At‐Large Representative, to be considered at the  July 21, 2012 Regular City Council Meeting.  Thank you,  Doug  -- Douglas F. Crane President Crane of Ukiah CA Lic#:193537 Building & Engineering Construction 200 Orr Springs Rd. Ukiah, CA 95482 Office: 707-462-1413 Direct Line: 707-244-6374 Cell: 707-391-6200 ATTACHMENT 2 Page 55 of 292 Page 56 of 292 TERMS OF CITY OF UKIAH BOARDS AND COMMISSION MEMBERS Airport Commission - 5 Members, 3 Year Term Date Appointed Term Expires Eric Crane Commissioner - City Resident 7/18/2018 6/30/2021 Andrew Stein Commissioner - County Resident (Brown)8/7/2019 8/7/2022 Randal S. Beckler Commissioner - City Resident (Crane)8/2/2017 6/30/2021 Mark Ashiku Commissioner - City Resident (Mulheren)5/20/2020 5/20/2023 Donovan Albright Commissioner - County Resident (Orozco)5/6/2020 5/6/2023 Board of Appeals - 5 Members/3 Alternates, 3 Year Term Date Appointed Term Expires Matthew Keizer ex officio Member - Building Official N/A N/A Lawrence S. Mitchell Member (Brown)6/19/2013 7/31/2019 VACANT Member x 3 positions VACANT Alternate Member x 3 positions Civil Service Board - 3 Members, 4 Years to Indefinite Term Date Appointed Term Expires Jim Andersen Member - Appointed by Council 3/19/2014 Indefinite VACANT Member - Appointed by Other Two Members N/A Indefinite VACANT Member - Appointed by Employees N/A Indefinite Demolition Permit Review Committee - 5 Members, 2 Year Term Date Appointed Term Expires Tim Eriksen Director of Public Works/City Engineer or assigned designee N/A N/A Craig Schlatter Director of Community Development or assigned designee N/A N/A Matthew Keizer Building Inspector or assigned designee N/A N/A VACANT A Representative of the Mendocino County Historical Society or other group/organization involved with local history, or a local historian (Crane) VACANT A City of Ukiah resident with expertise in architecture, building, or closely related field Date Appointed (Coincides with Appointing Councilmember) Term Expires Howell Hawkes Member - City Resident/Property or Business Owner (Brown) 12/19/2018 12/7/2022 Colin Morrow Member - City Resident/Property or Business Owner (Mulheren)12/17/2014 12/7/2022 Tom Liden Member - City Resident/Property or Business Owner (Orozco)12/19/2018 12/7/2022 Alan Nicholson Member - Community at Large (Scalmanini)4/5/2017 12/1/2020 Cynthia Coale Member - Community at Large 11/6/2019 12/1/2020 Investment Oversight Committee Date Appointed Term Expires Allen Carter City Treasurer N/A N/A Sage Sangiacomo City Manager N/A N/A Dan Buffalo Director of Finance N/A N/A Monte Hill Public Member (Baldwin)10/17/2012 Indefinite Douglas F. Crane City Councilmember N/A N/A Design Review Board - 5 Members, 4 Year Term Coinciding with Appointing Councilmember Such Commission shall act in an advisory capacity to the city council in all matters pertaining to the operations of the municipal airport. Such commission shall aid and advise the city manager in the selection of personnel for the operation of the municipal airport in keeping with the provisions of the civil service ordinance. (Ord. 512, Section 4, adopted 1956). To hear and decide appeals of orders, decisions or determinations by the building official. Hold hearings and examine witnesses; Set procedures: To hear and decide for the City appeals by employees under §1306. The duties of the Demolition Permit Review Committee shall include: a) Research of historical, cultural, and architectural significance of the subject structure; b) Evaluation of the feasibility of rehabilitating or relocating the structure if it is deemed historical; c) In the event that the structure is found to have historical or architectural significance, determine if the salvaging of historic materials is feasible; d) Recommendation to the City Council regarding whether any of the criteria listed in Ukiah City Code Section 3016(E) apply to the subject structure, and whether or not the Demolition Permit should be issued, issued with conditions, or denied. It shall be the function and duty of the Design Review Board to review proposed site development permit applications, planned development applications and precise development plans, work with staff and the applicants to ensure design consistency with the Ukiah General Plan, Zoning Code, and Design Review Guidelines, and make recommendations concerning architecture, site design layout, landscaping, parking, signage, exterior lighting, and other aspects of urban design to city staff, Zoning Administrator, Planning Commission and City Council as appropriate. 1. Conduct comprehensive review of the City's investment activities to ensure regulations are adhered to and adopted strategies are appropriate and being followed. 2. Review annual audit of investements. 3. Review policy, investment strategies, and investment performances. 4. Develop long range planning for the City's investment portfolio. 5. Receive and review monthly porfolio reports and quarterly performance reports from Advisory firm. 6. Report its findings and make recommendations as needed to the City Council. Last Updated on 6/24/2020 1 ATTACHMENT 3 Page 57 of 292 TERMS OF CITY OF UKIAH BOARDS AND COMMISSION MEMBERS Parks, Recreation, & Golf Commission - 5 Members, 3 Year Term Date Appointed Term Expires Susan Knopf Commissioner - At Large, City Resident (Brown) 8/7/2019 8/7/2022 Vicki Bitonti-Brown Commissioner - At Large, City Resident (Crane) 10/17/2018 10/17/2021 Henry Sadowski Commissioner - At Large, County Resident (Mulheren) 11/15/2017 11/15/2020 Roger Vincent Commissioner - At Large, County Resident 3/18/2020 3/18/2023 VACANT Commissioner - At Large, City Resident Paths, Open Space, & Creeks Commission - 5 Members, 3 Year Term Date Appointed Term Expires Ginevra K. Chandler Commissioner - Resident in City Limits (Crane) 8/2/2017 8/2/2020 Susan Knopf Commissioner - Resident in City Limits (Mulheren) 8/7/2019 8/7/2022 Megan Parker Commissioner - Residence within Mendocino County (Brown) 5/15/2019 5/15/2022 Jeanne Wetzel Chinn Commissioner - Resident in City Limits (Orozco) 6/5/2019 6/5/2022 Diane Knox Commissioner - Residence within Mendocino County 1/5/2020 1/5/2023 Date Appointed (Coincides with Appointing Councilmember) Term Expires Laura Christensen Commissioner (Mulheren) 12/19/2018 12/7/2022 Mark Hilliker Commissioner (Brown) 12/19/2018 12/7/2022 Michael L. Whetzel Commissioner (Crane) 4/5/2017 12/2/2020 Linda Sanders Commissioner (Scalmanini) 4/5/2017 12/2/2020 Ruth Van Antwerp Commissioner (Orozco) 10/2/2019 12/7/2022 Traffic Engineering Committee - Indefinite Term Date Appointed Term Expires Tim Eriksen TEC Chairman, Public Works Director / City Engineer N/A Indefinite John Lampi TEC Vice Chairman, Public Representative (Rodin) 7/19/2006 Indefinite Erich Sommer Public Representative (Brown) 10/18/2017 Indefinite Jacob King Mendocino Transit Authority Representative N/A Indefinite Neil Davis Active Transportation Representative (Scalmanini) N/A Indefinite Shannon Riley City Manager Representative N/A Indefinite Sean Kaeser Chief of Police Representative N/A Indefinite Michelle Irace Community Development and Planning Director Representative N/A Indefinite Don Brown Superintendent of Public Works Representative N/A Indefinite The Commission shall have the power and duty to recommend and advise on: A) Policies to be adopted and enforced for the operation, use and management of all recreation activities and facilities, parks, and parkways. B) Policies for the planning of recreation and parks programs for the inhabitants of the city, promote and stimulate public interest therein, and to that end, solicit to the fullest extent possible the cooperation of school authorities and other public or private agencies interested therein. C) Policies for the acquisition, development and improvement of parks, playgrounds and facilities for recreation. The Commission shall have the power and duty to recommend and advise regarding: A) Efficient implementation of the Open Space and Conservation Element of the Ukiah General Plan. B) Efficient implementation of the pathway sections of the Transportation Element of the Ukiah General Plan. C) Procedure and funding mechanisms for acquisition, preservation, and effective stewardship of City paths, open space, and creeks. It shall be the function and duty of the Planning Commission to prepare, make and adopt, subject to the provisions of law, a master plan for the physical development of the city, and of any land situated outside the boundaries therof which in the Commission's judgement bears relation to the planning thereof. The Commission may appoint officers and employees and contract for services, subject to the provisions of law, provided that all expenditures of the Commission, exclusive of gifts, shall be within the amounts appropriated for the purpose by the City Council. To determine the installation and proper timing and maintenance of traffic-control devices and signals, to conduct engineering analyses of traffic accidents and to devise remedial measures, to conduct engineering and traffic investigations of traffic conditions and to cooperate with other City officials in the development of ways and means to improve traffic conditions, and to carry out the additional powers and duties imposed by ordinances of the City. Planning Commission - 5 Members, 4 Year Term Coinciding with Appointing Councilmember Last Updated on 6/24/2020 2 Page 58 of 292 OPPORTUNITY TO SERVE YOUR COMMUNITY Date: June 30, 2020 For Info Call: Kristine Lawler, City Clerk, 463-6217 Subject: Vacancies on City of Ukiah Boards, Commissions, and Committees UKIAH, CA. - The City of Ukiah announces vacancies occurring on various boards and commissions. Any qualified individual, who would like to make a difference in their community and is interested in serving as a volunteer for the terms as outlined below, may apply. Current commissioners and members are eligible for reappointment. COMMISSION COMMITTEE BOARD POSITION TERM MEMBERSHIP REQUIREMENTS Board of Appeals (Building)  Member (x4)  Alternate Member (x3) 3 Years The Board shall consist of five (5) members and three (3) alternates. The building official shall be an ex officio member of the Board. Qualifications: 1) A registered design professional in good standing with the applicable licensing board with not less than five years of experience as a registered design professional; 2) Licensed general or specialty contractor in good standing with the Contractors State Licensing Board with not less than five years of experience as a licensed contractor; 3) A certified building inspector or fire inspector with not less than five years of experience as a certified inspector. Members must be residents of or licensed to conduct business in the Ukiah Valley, Redwood Valley, or Potter Valley. Demolition Permit Review Committee  City of Ukiah Resident with expertise in architecture, building, or closely related field  A Representative of the Mendocino County Historical Society or other group/organization involved with local history, or a local historian 3 Years The duties of the Demolition Permit Review Committee shall include: a) Research of historical, cultural, and architectural significance of the subject structure; b) Evaluation of the feasibility of rehabilitating or relocating the structure if it is deemed historical; c) In the event that the structure is found to have historical or architectural significance, determine if the salvaging of historic materials is feasible; d) Recommendation to the City Council regarding whether any of the criteria listed in Ukiah City Code Section 3016(E) apply to the subject structure, and whether or not the Demolition Permit should be issued, issued with conditions, or denied. Parks, Recreation, and Golf Commission  Commissioner - At Large, City Resident 3 Years The Commission shall consist of five (5) At Large members who may reside within the city limits or outside the city limits but within Mendocino County, provided that a majority of the five (5) commission members reside within the city limits. Applications and information can be obtained on the City’s website, www.cityofukiah.com on the City Clerk’s or Boards and Commissions’ page; or via mail (ATTN: City Clerk, 300 Seminary Ave., Ukiah, CA, 95482), email (klawler@cityofukiah.com), fax (707-463-6204), or by contacting the City Clerk’s office at 707-463-6217. Current Commissioners and Members may be eligible for reappointment. For more information, call 707-463-6217. Page 59 of 292 RESOLUTION NO. 2021-XX RESOLUTION OF THE CITY COUNCIL OF THE CITY OF UKIAH REAPPOINTING CYNTHIA COALE TO THE DESIGN REVIEW BOARD, AND REAPPOINTING HENRY SADOWSKI TO THE PARKS, RECREATION, AND GOLF COMMISSION WHEREAS, the Design Review Board terms coincide with the nominating Councilmember; and WHEREAS, Councilmember Crane was re-elected in November, 2020; and WHEREAS, Councilmember Crane has nominated Cynthia Coale for reappointment to the Design Review Board with the term ending in November 2024, coinciding with his own term; and WHEREAS, Henry Sadowski’s term on the Parks, Recreation and Golf Commission (PRGC) expired and he now seeks reappointment; and WHEREAS, Councilmember Rodin has nominated Mr. Sadowski for reappointment to the PRGC. NOW, THEREFORE, BE IT RESOLVED, that the Ukiah City Council approve the nomination, submitted per procedures outlined in Resolution 2014-48, and does hereby appoint the following person and term: BOARD/ COMMISSION NAME POSITION NOMINATED BY COUNCILMEMBER TERM EXPIRATION Design Review Board Cynthia Coale Community At-large Crane November, 2024 Parks, Recreation, and Golf Commission Henry Sadowski At-large County Resident Rodin July 21, 2024 PASSED AND ADOPTED this 21st day of July 2021, by the following roll call vote: AYES: NOES: ABSTAIN: ABSENT: Juan V. Orozco, Mayor ATTEST: Kristine Lawler, City Clerk ATTACHMENT 4 Page 60 of 292 1 Kristine Lawler Subject:FW: Resignation Design Review Board ‐‐‐‐‐Original Message‐‐‐‐‐  From: Cynthia Coale <cdcoale@gmail.com>   Sent: Wednesday, July 21, 2021 11:04 AM  To: Kristine Lawler <klawler@cityofukiah.com>  Subject: Resignation Design Review Board    Dear Members of the City Council,    With regret I withdraw my name from consideration from continued participation on the Design Review Board. Right  now I find myself committed to a growing number of projects, none if them daunting or unpleasant, but all time‐ consuming.    Retirement has not been as pictured:  sitting reading in a rocking chair on the front porch. Piles of good books are  accumulating around me everywhere.    Thank you for including me on the  Design Review Board and best wishes as you pursue your goal of making Ukiah an  ever‐ more wonderful place in which to live.    Sincerely,    Cynthia Coale    Sent from my iPhone  Page 61 of 292 RESOLUTION NO. 2021-XX RESOLUTION OF THE CITY COUNCIL OF THE CITY OF UKIAH REAPPOINTING HENRY SADOWSKI TO THE PARKS, RECREATION, AND GOLF COMMISSION   WHEREAS, Henry Sadowski’s term on the Parks, Recreation and Golf Commission (PRGC) expired and he now seeks reappointment; and WHEREAS, Councilmember Rodin has nominated Mr. Sadowski for reappointment to the PRGC.   NOW, THEREFORE, BE IT RESOLVED, that the Ukiah City Council approve the nomination, submitted per procedures outlined in Resolution 2014-48, and does hereby appoint the following person and term:   BOARD/ COMMISSION NAME POSITION NOMINATED BY COUNCILMEMBER TERM EXPIRATION Parks, Recreation, and Golf Commission Henry Sadowski At-large County Resident Rodin July 21, 2024   PASSED AND ADOPTED this 21st day of July 2021, by the following roll call vote: AYES: NOES: ABSTAIN: ABSENT: Juan V. Orozco, Mayor ATTEST: Kristine Lawler, City Clerk   Page 62 of 292 Page 1 of 2 Agenda Item No: 7.b. MEETING DATE/TIME: 7/21/2021 ITEM NO: 2021-954 AGENDA SUMMARY REPORT SUBJECT: Approval of Contract Amendment #3 to SHN Consulting Engineers and Geologists, Inc. in the Amount Not To Exceed $49,200 for Additional Engineering Design and Construction Management Services for the Pressure Zone 2 South Reservoir Rehabilitation/Replacement Project, and Corresponding Budget Amendment. DEPARTMENT: Public Works PREPARED BY: Jason Benson, Senior Civil Engineer PRESENTER: Consent Calendar ATTACHMENTS: 1. 1617-133 SHN Agreement_CM 2. 1617-133-A3 PZ2S Project Modification Agreements Summary: Council will consider approving a contract amendment to the original agreement with SHN Consulting Engineers and Geologists, Inc. for professional services related to Pressure Zone 2 South Reservoir Rehabilitation/Replacement Project, and consider approving the budget amendment for the Addendum to Contract. Background: The City Council awarded a contract on October 5, 2016, to SHN Consulting Engineers and Geologists, Inc. of Willits, CA in the amount of $84,472 to perform the proposed Phase 1-3 for tasks (Attachment 1): field investigation; plans, specifications, and engineers estimate (PS&E); and, construction management. The engineering work was originally completed in February 2020 and revised for a glass fused tank in April 2020. The project construction work began July 2020, performed by CV Larsen Company. Amendment 1 and Amendment 2 were made to the contract in May 2020 and August 2020, respectively; associated with work included in the Project Modification Agreement (PMA) Change No.1, No.2, and No.3 for a total contract amount of $116,152. Discussion: Staff contracted SHN to provide: additional topographic survey to support the replacement and realignment of additional water line to the new reservoir, a revised geotechnical report for cast-in-drilled-hole (CIDH) piles for the foundation, and additional construction management and materials testing services through project completion to support design and construction revisions. SHN performed and continues to perform the work requested, and staff found the fees to be commensurate with the scope of work. A copy of each of the agreements for this work is included in Attachment #2 as Exhibit A, B, and C for reference. The budget amendment, if approved, will authorize increasing this project balance by the agreement total of $49,200 to $165,352 into the contract account #82227113.80230.15071. Recommended Action: Approve contract amendment #3 to SHN Consulting Engineers and Geologists, Inc. in the amount not to exceed $49,200 for additional engineering design and construction management services for the Pressure Zone 2 South Reservoir Rehabilitation/Replacement Project, and corresponding budget amendment. BUDGET AMENDMENT REQUIRED: YES CURRENT BUDGET AMOUNT: 82227113.80230.15071: $0 Page 63 of 292 Page 2 of 2 PROPOSED BUDGET AMOUNT: 82227113.80230.15071: $49,200 FINANCING SOURCE: N/A PREVIOUS CONTRACT/PURCHASE ORDER NO.: Contract Number 1617-133 COORDINATED WITH: Sean White, Director of Water Resources; Mary Horger, Financial Services Manager Page 64 of 292 ATTACHMENT #1 Page 65 of 292 Page 66 of 292 Page 67 of 292 Page 68 of 292 Page 69 of 292 Page 70 of 292 Page 71 of 292 Page 72 of 292 Page 73 of 292 Page 74 of 292 Page 75 of 292 Page 76 of 292 Page 77 of 292 Page 78 of 292 Page 79 of 292 Page 80 of 292 COU 1617-133-A3 CITY OF UKIAH AMENDMENT NO. 3 TO PROFESSIONAL CONSULTING SERVICES AGREEMENT BETWEEN SHN CONSULTING ENGINEERS & GEOLOGISTS, INC. and THE CITY OF UKIAH This Amendment No. 3, entered on July 21, 2021 revises the Agreement for Professional services dated October 31, 2016 between the City of Ukiah and SHN Consulting Engineers & Geologists, Inc. for professional consulting services relating to project design and construction management services for the City’s Pressure Zone 2 South Reservoir Rehabilitation/Replacement Project. This Amendment No. 3 adds a total of $49,200, as described in Exhibit A, B, and C. This revises the contract total, not-to-exceed amount to $165,352. Except as expressly amended by this Amendment, all other terms remain unchanged and in full force and effect. IN WITNESS WHEREOF, THE PARTIES HAVE EXECUTED THIS AMENDMENT ON THE EFFECTIVE DATE: CONSULTANT BY: DATE: THOMAS M. HERMAN, PRINCIPAL PRINT NAME: CITY OF UKIAH BY: DATE: SAGE SANGIACOMO, CITY MANAGER ATTEST BY: DATE: KRISTINE LAWLER, CITY CLERK ATTACHMENT #2 Page 81 of 292 Project Title:PZ2S Water Tank Replacement Client: SHN Job Number: Project Manager: Change No.: City of Ukiah 416086 Jason Island 4 Project requirements or conditions encountered indicate that the Scope of Services included in this Project must be revised.CLIENT and SHN hereby agree that the Project Scope of Services,Schedule,and/or Budget shall be revised as described below. Scope of Services Change: Provide additional topographic survey to support the replacement and realignment of additional water line to the PZ2S water tank,as agreed upon by the Contractor and City. Impact To: Current Schedule: Schedule Change: Revised Schedule: Other: NIA NIA NIA (Wks) Individuals Endorsing Change: Jason Island SHN Project Manager Sam Heath SHN Project QNQC Authorization to Proceed with Change: SHN consulting Engineers &Geologists,Inc. (signature) x (signature) x city of Ukiah Project Modification Agreement Initial Budget:$84,472 Current Budget:$116,152 (Reflecting Prior Changes) Budget Change:$2,000 (Addition or Reduction +/-) Revised Budget:$118,152 Initial Schedule:N!A (Wks) (Reflecting Prior Changes) (Addition or Reduction +/-Wks) Date:Date: EXHIBIT A Page 82 of 292 Change No.:5 $84,472 $118,152 (Reflecting Prior Changes) $2,200 $120,352 N/A (Wks) N/A (Reflecting Prior Changes) N/A N/A (Wks) Other: Revised Schedule: (Addition or Reduction +/-)Budget Change: Revised Budget: Current Schedule: Current Budget: Initial Schedule: Revise the project geotechnical report to provide design recommendations for cast-in-drilled-hole (CIDH) piles, as agreed upon by the Contractor and City, and for use by the water tank foundation designer. Initial Budget: Impact To: Schedule Change: Individuals Endorsing Change: X (Addition or Reduction +/- Wks) XJason Island Date: SHN Consulting Engineers & Geologists, Inc.City of Ukiah Date: X Project Manager:Jason Island Scope of Services Change: Project requirements or conditions encountered indicate that the Scope of Services included in this Project must be revised. CLIENT and SHN hereby agree that the Project Scope of Services, Schedule, and/or Budget shall be revised as described below. Project Modification Agreement PZ2S Water Tank Replacement City of Ukiah 416086 Project Title: Client: SHN Job Number: Authorization to Proceed with Change: SHN Project QA/QC (signature) SHN Project Manager (signature) Sam Heath EXHIBIT B Page 83 of 292 Change No.:6 $84,472 $120,352 (Reflecting Prior Changes) $45,000 $165,352 N/A (Wks) N/A (Reflecting Prior Changes) N/A N/A (Wks) Authorization to Proceed with Change: SHN Project QA/QC (signature) SHN Project Manager (signature) Sam Heath Project Modification Agreement PZ2S Water Tank Replacement City of Ukiah 416086 Project Title: Client: SHN Job Number: Project Manager:Jason Island Scope of Services Change: Project requirements or conditions encountered indicate that the Scope of Services included in this Project must be revised. CLIENT and SHN hereby agree that the Project Scope of Services, Schedule, and/or Budget shall be revised as described below. Date: SHN Consulting Engineers & Geologists, Inc.City of Ukiah Date: X XJason Island Schedule Change: Individuals Endorsing Change: X (Addition or Reduction +/- Wks) Provide construction management and materials testing services through project completion for the extended project schedule and increased project scope as described: Project was to be completed within 180 calendar days per agreement between City and Contractor dated July 6, 2020, however Change Order 1 extended the contract by 35 calendar days, Change Order 2 extended the contract by 40 working days, and Change Order 3 extended the contract by 45 working days. Additional services to be provided by SHN as a result of these changes include evaluation of top-fill tank design and related yard piping alterations, review of revised grading plan and storm drain improvements, review of additional 455' water line replacement and hydrant installation, as well as corresponding construction management, construction inspections, and materials testing. Initial Budget: Impact To: Other: Revised Schedule: (Addition or Reduction +/-)Budget Change: Revised Budget: Current Schedule: Current Budget: Initial Schedule: EXHIBIT C Page 84 of 292 Page 1 of 1 Agenda Item No: 7.c. MEETING DATE/TIME: 7/21/2021 ITEM NO: 2021-955 AGENDA SUMMARY REPORT SUBJECT: Notification to City Council of Purchase Order #47221 issued to Vaughan's Industrial Repair, Inc. to Rebuild a 10" Fairbanks Morse VTSH Pump for the Waste Water Treatment Plant in the Amount of $16,053.81. DEPARTMENT: Water Resources PREPARED BY: Mary Williamson, Buyer II PRESENTER: Consent Calendar ATTACHMENTS: 1. Vaughan's Quote Fairbanks Morse 10 inch VTSH Pump Summary: Council will receive a report on Purchase Order #47221 for the teardown, inspection, cleaning and rebuilding of a 10" Fairbanks Morse VTSH Pump for the Waste Water Treatment Plant Background: Pursuant to the requirements of Section 1522 of the Municipal Code, staff is reporting to City Council the expenditure for rebuilding a 10" pump in the amount of $16,053.81. Discussion: This pump is one of five pumps that service the Influent Pump Station (IPS) at the Wastewater Treatment Plant (WWTP). Previously these pumps were damaged frequently by entraining debris. Since the installation of the bar screen, this type of failure has been greatly reduced. However, in January, some debris managed to bypass the bar screen during an outage resulting in damage to the shaft and bearings of IPS Pump #1. Attachment 1 shows the quote given for the the teardown, inspection, cleaning and rebuilding of a 10" Fairbanks Morse VTSH Pump for the Waste Water Treatment Plant. Recommended Action: Receive report on Purchase Order issued to Vaughan's Industrial Repair Co., Inc. in the amount of $16,053.81 BUDGET AMENDMENT REQUIRED: No. CURRENT BUDGET AMOUNT: 84027225.56120: $313,682 PROPOSED BUDGET AMOUNT: N/A FINANCING SOURCE: N/A PREVIOUS CONTRACT/PURCHASE ORDER NO.: PO 47221 COORDINATED WITH: Page 85 of 292 ATTACHMENT 1 Page 86 of 292 Page 87 of 292 Page 1 of 2 Agenda Item No: 7.d. MEETING DATE/TIME: 7/21/2021 ITEM NO: 2021-956 AGENDA SUMMARY REPORT SUBJECT: Approve Notice of Completion for Wahlund Construction, Inc. for the Downtown Streetscape Utilities Project, Specification 19-17, and Direct the City Clerk to File the Notice of Completion with the County Recorder. DEPARTMENT: Public Works PREPARED BY: Jason Benson, Senior Civil Engineer PRESENTER: Consent Calendar ATTACHMENTS: 1. Spec 19-17 PROJECT PLANS 2. Specification 19-17_Notice of Completion Summary: Council will consider approving the Notice of Completion for the Public Work and Electric Utility Departments’ Spec 19-17 Downtown Streetscape Utilities, and approving final payment of the 5% retention to Wahlund Construction, Inc. Background: The Public Works and Electric Utility Departments have completed the upgrade of the water, sewer, and electrical underground infrastructure on sections of State Street, W. Henry Street, W. Smith Street, W. Standley Street, W. Perkins Street, W. Clay Street, E. and W. Mill Street. Discussion: At the February 19, 2020, City Council meeting, Council awarded the project to Wahlund Construction, Inc. in the amount of $3,934,856.50. The contract price was based on the engineer’s estimate line items provided in the bid package. The project cost increased due to additional work for utility replacements and actual quantities increased by in- the-field decisions for relocation of the work to avoid unknown obstructions, resulting in a revised total contract amount of $4,817,849.79. This final price also includes an Electric budget amendment and Contract Change Order (CCO) #13 approved by the City Council which expanded the project scope with the underground utility replacement for three blocks on Clay Street. The contract work was completed in conformance with the Project Plans (Attachment 1) on April 9, 2021. Final payment of the retention will be made to the contractor after 35 days from the date the Notice of Completion (Attachment 2) is filed with the County Recorder. Recommended Action: Approve Notice of Completion Specification 19-17 Downtown Streetscape Utilities Project, and direct the City Clerk to file the Notice of Completion with the County Recorder. BUDGET AMENDMENT REQUIRED: NO CURRENT BUDGET AMOUNT: 82227113.80230.18019 $1,482,138.50; 84427221.80230.18019 $1,310,445.12; 80126100.80230.18048 $930,598.77; PROPOSED BUDGET AMOUNT: N/A FINANCING SOURCE: N/A PREVIOUS CONTRACT/PURCHASE ORDER NO.: Contract Number 1920-217 COORDINATED WITH: Tim Eriksen, Director of Public Work/ City Engineer; Mary Horger, Financial Services Manager Page 88 of 292 Page 2 of 2 Page 89 of 292 20 2 0 - 0 3 - 0 6 9 : 4 8 A M L H E R N A N D E Z N: \ U S \ S A N T A R O S A \ P R O J E C T S \ 5 6 1 \ 1 1 1 9 1 7 0 5 \ D I G I T A L _ D E S I G N \ A C A D 2 0 1 8 \ U K I A H U T I L I T I E S P R O J E C T \ S H E E T S \ 1 1 1 9 1 7 0 5 ( U S E T ) _ G - 0 0 1 . D W G SHEET DRWN: PROJ NO: 0 1" BA R I S O N E I N C H O N OR I G I N A L D R A W I N G OF DE S C R I P T I O N DA T E MA R K IS S U E CHKD: RE U S E O F D O C U M E N T S 22 3 5 M e r c u r y W a y , S u i t e 1 5 0 Sa n t a R o s a , C a l i f o r n i a 9 5 4 0 7 , U S A T 1 7 0 7 5 2 3 1 0 1 0 F 1 7 0 7 5 2 7 8 6 7 9 W w w w . g h d . c o m GH D I n c . Th i s d o c u m e n t a n d t h e i d e a s a n d d e s i g n s in c o r p o r a t e d h e r e i n , a s a n i n s t r u m e n t o f pr o f e s s i o n a l s e r v i c e , i s t h e p r o p e r t y o f G H D an d s h a l l n o t b e r e u s e d i n w h o l e o r i n p a r t fo r a n y o t h e r p r o j e c t w i t h o u t G H D ' s w r i t t e n au t h o r i z a t i o n . © 20 2 0 G H D 11191705 CI T Y O F U K I A H DO W N T O W N W A T E R & S A N I T A R Y SE W E R R E P L A C E M E N T P R O J E C T 22 C6 8 3 0 4 9/ 3 0 / 2 1 No . Ex p . REGISTER E D P R O F E SSIONAL E N G I N E E R S TATE OF C A L I F O R NIA C I V I L MATTH E W G L EN K E N N E D Y 29 29 UKIAH C L E A R 29 175 53 L A K E 20 20 NTS PROJECT VICINITY DOWNTOWN WATER AND SANITARY SEWER REPLACEMENT PROJECT FOR UKIAH, CALIFORNIA SPECIFICATION NO. 2019-17 DECEMBER 2019 UPPER LAKE TO EUREKA LAKEPORT HOPLAND CLOVERDALE CLEARLAKE MORGAN VLY ROAD BUTTS C Y N . ROAD MIDDLETOWN TO SANTA ROSA CLEARLAKE OAKS VICINITY MAP 101 SOUTH STATE STREET NORTH STATE STREET EAST STANDLEY STREET WEST STANDLEY STREET WEST PERKINS STREET WEST MILL S T R E E T EAST MILL S T R E E T NTS LOCATION MAP SEMINARY AVENUE WEST CLAY STREET MA I N S T R E E T PROJECT LOCATION EAST PERKINS STREET PROJECT LOCATION EAST CLAY STREET EAST CHURCH STREET EAST STEPHENSON STREET CLEVELAND L A N ESC H O O L S T R E E T WEST HENRY STREET WEST SMITH STREET G-001 1 TI T L E S H E E T CP MK DO W N T O W N W A T E R A N D S A N I T A R Y S E W E R R E P L A C E M E N T P R O J E C T SP E C N O . 2 0 1 9 - 1 7 EAST SMITH STREET WEST CHURCH STREET DATE:APPROVED BY: TIM ERIKSEN, PE DIRECTOR OF PUBLIC WORKS/CITY ENGINEER CITY OF UKIAH, CA CONFORMED SET MARCH 6, 2020 ATTACHMENT #1 Page 90 of 292 20 2 0 - 0 3 - 0 6 9: 4 8 A M LH E R N A N D E Z N: \ U S \ S A N T A R O S A \ P R O J E C T S \ 5 6 1 \ 1 1 1 9 1 7 0 5 \ D I G I T A L _ D E S I G N \ A C A D 2 0 1 8 \ U K I A H U T I L I T I E S P R O J E C T \ S H E E T S \ 1 1 1 9 1 7 0 5 ( U S E T ) _ G - 0 0 2 T O G - 0 0 3 . D W G SHEET DRWN: PROJ NO: 0 1" BA R I S O N E I N C H O N OR I G I N A L D R A W I N G OF DE S C R I P T I O N DA T E MA R K IS S U E CHKD: RE U S E O F D O C U M E N T S 22 3 5 M e r c u r y W a y , S u i t e 1 5 0 Sa n t a R o s a , C a l i f o r n i a 9 5 4 0 7 , U S A T 1 7 0 7 5 2 3 1 0 1 0 F 1 7 0 7 5 2 7 8 6 7 9 W ww w . g h d . c o m GH D I n c . Th i s do c u m e n t an d th e id e a s an d de s i g n s in c o r p o r a t e d he r e i n , as an in s t r u m e n t of pr o f e s s i o n a l se r v i c e , is th e pr o p e r t y of GH D an d sh a l l no t be re u s e d in wh o l e or in pa r t fo r an y ot h e r pr o j e c t wi t h o u t GH D ' s wr i t t e n au t h o r i z a t i o n . © 20 2 0 G H D 11191705 CI T Y O F U K I A H DO W N T O W N W A T E R & S A N I T A R Y SE W E R R E P L A C E M E N T P R O J E C T 22 C6 8 3 0 4 9/ 3 0 / 2 1 No . Ex p . REGISTERE D P R O F E SSIONAL E N G I N E E R S TATE OF C A L I F O R NIA C I V I L MATTH E W G L EN K E N N E D Y CIVIL - UTILITYC DISCIPLINE DISCIPLINELETTER G GENERAL C - 1 0 1 DRAWING DESIGNATION: INDIVIDUAL DRAWING NUMBERSHEET TYPE SHEET TYPENUMBER 0 1 GENERAL 5 DETAILS PLANS AND PROFILES A-A C-101 A C-101DETAIL IDENTIFIER DWG ON WHICH DETAIL APPEARS SECTION IDENTIFIER DWG ON WHICH SECTION APPEARS SECTION IDENTIFICATION: DETAIL IDENTIFICATION: DWG NO. SHEET NO. 1 G-001 TITLE SHEET TITLE SHEET INDEX: 2 G-002 SHEET INDEX AND KEY MAP 3 100 C-101 CITY STANDARD IDENTIFIER DWG ON WHICH DETAIL APPEARS CITY STANDARD IDENTIFICATION: GENERAL NOTES, LEGEND AND ABBREVIATIONSG-003 KEY MAP: SCALE C-109 C-102 C-103 C-104 C-105 G-002 2 SH E E T I N D E X A N D K E Y M A P CP CW CIVIL C-102 C-103 PLAN & PROFILE - STATE STREET - STA 3+00 - STA 7+00C-101 C-104 C-105 7 C-106 C-107 C-108 8 9 PLAN & PROFILE - STATE STREET - STA 7+00 - STA 11+50 PLAN & PROFILE - STATE STREET - STA 11+50 - STA 16+00 PLAN & PROFILE - STATE STREET - STA 16+00 - STA 21+00 PLAN & PROFILE - STATE STREET - STA 21+00 - STA 25+50 PLAN & PROFILE - STATE STREET - STA 25+50 - STA 30+00 PLAN & PROFILE - WEST PERKINS STREET - STA 50+00 - STA 54+00 PLAN & PROFILE - WEST STANDLEY STREET - STA 100+00 - STA 104+50 11 12 13 C-109 STATE STREET WATER CONNECTION PLAN AND PROFILES - 1 C-110 C-111 C-106 C-108 C-107 10 4 SURVEY CONTROL DIAGRAMG-004 5 POTHOLE SCHEDULE AND GEOTECHNICAL BORINGSG-005 14 PROJECT SCOPE: WORK TO BE PERFORMED IS WITHIN THE CITY OF UKIAH AND GENERALLY CONSISTS OF WATER AND SANITARY SEWER MAIN AND LATERAL REPLACEMENTS ON STATE STREET BETWEEN MILL STEET AND HENRY STREET. WORK INCLUDES DECOMMISSIONING AND REMOVAL OF EXISTING SANITARY SEWER MAINS, DECOMMISSIONING EXISTING WATER MAINS AND CONSTRUCTION OF NEW WATER MAINS, WATER LATERALS AND METER BOXES AND CONSTRUCTION OF NEW SANITARY SEWER MAINS, SANITARY SEWER MANHOLES AND SANITARY SEWER LATERALS AND CLEANOUTS. APPLICABLE CODES: CITY OF UKIAH STANDARD PLANS 2018 STANDARD SPECIFICATIONS AND STANDARD PLANS STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION 2014 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DESIGN REVISION 4 (CA MUTCD REVISION 4) 2018 POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS MANUAL 2016 CALIFORNIA BUILDING CODE (CBC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 2 2016 CALIFORNIA ELECTRICAL CODE (CEC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 3 2010 AMERICANS WITH DISABILITIES ACT (ADA) STANDARDS FOR ACCESSIBLE DESIGN (ADAS) GOVERNING AGENCIES: DIVISION OF STATE ARCHITECT ACCESS COMPLIANCE SECTION (DSA/ACS) 1515 CLAY STREET, SUITE 1201 OAKLAND, CA 94612 (510) 622-3127 CITY OF UKIAH 300 SEMINARY AVE UKIAH, CA 95482 (707) 463-6200 STATE WATER RESOURCES CONTROL BOARD DIVISION OF DRINKING WATER, DISTRICT 03 - MENDOCINO 50 D STREET, SUITE 200 SANTA ROSA, CA 95404 (707) 576-2145 CALIFORNIA WATER BOARDS NORTH COAST REGIONAL WATER QUALITY CONTROL BOARD 5550 SKYLANE BLVD. SUITE A SANTA ROSA, CA 95403 15 16 17 ALIGNMENT DATA CONSTRUCTION CENTERLINE STATION NORTHING EASTING DISTANCE DIRECTION CURVE LENGTH RADIUS DELTA BP 1+00 2180995.379 6219460.387 389.376'N5-11-48W PI 4+89.38 2181383.154 6219425.119 727.268'N5-11-48W PI 12+16.64 2182107.433 6219359.246 47.082'N5-11-48W PI 12+63.73 2182154.322 6219354.982 1305.422'N10-37-24W PC 25+69.15 2183437.369 6219114.325 N10-37-24W MID 26+37.45 2183504.504 6249101.732 136.35'900'8-40-49 N1-56-35W PT 27+05.05 2183572.770 6219099.416 394.997'N1-56-35W EP 31+00.49 2183967.54 6219086.024 DO W N T O W N W A T E R A N D S A N I T A R Y S E W E R R E P L A C E M E N T P R O J E C T SP E C N O . 2 0 1 9 - 1 7 CIVIL DETAILS - 1C-501 CIVIL DETAILS - 2C-502 CIVIL DETAILS - 3C-503 CIVIL DETAILS - 4C-504 18 19 20 21 CIVIL DETAILS - 5C-50522 STATE STREET WATER CONNECTION PLAN AND PROFILES - 2 STATE STREET WATER CONNECTION PLAN AND PROFILES - 3 6 UTILITY STATION AND OFFSET TABLESG-006 W. HENRY ST.C-111 W. STANDLEY ST. W. PERKINS ST. W. SMITH ST. W. CLAY ST. SEMINARY AVE. W. MILL ST . SC H O O L S T . S. S T A T E S T . N. S T A T E S T . C-110 C-109 C-101 C-110 W. CHURCH ST. E. STANDLEY ST. E. SMITH ST. E. PERKINS ST. E. CHURCH ST. E. CLAY ST. E. MILL S T . MA I N S T R E E T E. STEPHENSON ST. 3/ 6 / 2 0 2 0 CO N F O R M S E T Page 91 of 292 20 2 0 - 0 3 - 0 6 9: 4 9 A M LH E R N A N D E Z N: \ U S \ S A N T A R O S A \ P R O J E C T S \ 5 6 1 \ 1 1 1 9 1 7 0 5 \ D I G I T A L _ D E S I G N \ A C A D 2 0 1 8 \ U K I A H U T I L I T I E S P R O J E C T \ S H E E T S \ 1 1 1 9 1 7 0 5 ( U S E T ) _ G - 0 0 2 T O G - 0 0 3 . D W G SHEET DRWN: PROJ NO: 0 1" BA R I S O N E I N C H O N OR I G I N A L D R A W I N G OF DE S C R I P T I O N DA T E MA R K IS S U E CHKD: RE U S E O F D O C U M E N T S 22 3 5 M e r c u r y W a y , S u i t e 1 5 0 Sa n t a R o s a , C a l i f o r n i a 9 5 4 0 7 , U S A T 1 7 0 7 5 2 3 1 0 1 0 F 1 7 0 7 5 2 7 8 6 7 9 W ww w . g h d . c o m GH D I n c . Th i s do c u m e n t an d th e id e a s an d de s i g n s in c o r p o r a t e d he r e i n , as an in s t r u m e n t of pr o f e s s i o n a l se r v i c e , is th e pr o p e r t y of GH D an d sh a l l no t be re u s e d in wh o l e or in pa r t fo r an y ot h e r pr o j e c t wi t h o u t GH D ' s wr i t t e n au t h o r i z a t i o n . © 20 2 0 G H D 11191705 CI T Y O F U K I A H DO W N T O W N W A T E R & S A N I T A R Y SE W E R R E P L A C E M E N T P R O J E C T 22 C6 8 3 0 4 9/ 3 0 / 2 1 No . Ex p . REGISTERE D P R O F E SSIONAL E N G I N E E R S TATE OF C A L I F O R NIA C I V I L MATTH E W G L EN K E N N E D Y GENERAL NOTES: 1.ALL CONSTRUCTION SHALL CONFORM TO THE 2018 CALTRANS STANDARD PLANS AND SPECIFICATIONS, CITY OF UKIAH SPECIFICATIONS, CITY OF UKIAH STANDARD DRAWINGS, AWWA STANDARDS AND THE PROJECT CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR UNDERSTANDING ALL STANDARDS PERTAINING TO THIS PROJECT. 2.THE CONTRACTOR SHALL PROVIDE, PROCURE AND PAY FOR ALL PERMITS REQUIRED TO EXECUTE AND COMPLETE THE WORK. THESE INCLUDE, BUT ARE NOT LIMITED TO A CITY OF UKIAH ENCROACHMENT PERMITS, CURRENT CITY OF UKIAH BUSINESS LICENSE, AND A VALID AND PROPER CONTRACTOR'S LICENSE. ENCROACHMENT PERMITS MUST BE LOCATED ON THE JOB SITE DURING WHICH TIME CONTRACTOR IS WORKING THERE. 3.LOCATION OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE ONLY AND BASED ON THE BEST AVAILABLE INFORMATION. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A) A MINIMUM OF TWO WORKING DAYS PRIOR TO LOCATE ALL UTILITIES IN ADVANCE OF ANY EXCAVATION. DIAL (TOLL FREE) 811 OR 1-800-227-2600. 4.CONTRACTOR SHALL POTHOLE AND PHYSICALLY LOCATE THE EXACT HORIZONTAL AND VERTICAL LOCATION OF ALL UNDERGROUND UTILITIES A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF ANY EXCAVATION TO DETERMINE THE LOCATION OF ANY POTENTIAL CONFLICTS. PROVIDE UTILITY TYPE, MATERIAL, HORIZONTAL LOCATION AND DEPTH BELOW EXISTING GROUND TO THE ENGINEER FOR REVIEW WITHIN ONE (1) WORKING DAY. IF UNMARKED UTILITIES ARE ENCOUNTERED, OR IF UNABLE TO LOCATE A MARKED UTILITY AFTER POTHOLING, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER OF THAT UTILITY AND THE ENGINEER. 5.CONTRACTOR SHALL NOTIFY ALL PUBLIC OR PRIVATE UTILITY COMPANIES 48 HOURS PRIOR TO COMMENCEMENT OF WORK ADJACENT TO EXISTING UTILITY LINES UNLESS ENCROACHMENT PERMIT SPECIFIES OTHERWISE. 6.THE CONTRACTOR SHALL PROTECT AND PRESERVE CITY MONUMENTS EXCEPT WHERE OTHERWISE SHOWN FOR REMOVAL. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER 10 WORKING DAYS IN ADVANCE FOR REFERENCING OF EXISTING MONUMENTS TO BE DISTURBED. THE CONTRACTOR SHALL RECONSTRUCT DISTURBED MONUMENTS NOT SHOWN FOR REMOVAL IN ACCORDANCE WITH CITY STANDARD DRAWING NO. 140. 7.CONSTRUCTION MATERIALS AND EQUIPMENT SHALL BE NEW AND OF A QUALITY EQUAL TO THAT SPECIFIED OR APPROVED. WORK SHALL BE DONE AND COMPLETED IN A THOROUGH AND WORKMANLIKE MANNER. 8.WHENEVER ANY MATERIAL OR EQUIPMENT IS INDICATED OR SPECIFIED BY PATENT OR PROPRIETARY NAME OR BY THE NAME OF THE MANUFACTURER, SUCH SPECIFICATION SHALL BE CONSIDERED AS USED FOR DESCRIBING THE MATERIAL OR EQUIPMENT DESIRED AND SHALL BE CONSIDERED AS FOLLOWED BY THE WORDS "OR APPROVED EQUIVALENT". THE CONTRACTOR MAY OFFER A MATERIAL OR EQUIPMENT WHICH SHALL BE EQUIVALENT IN EVERY RESPECT TO THAT SPECIFIED; PROVIDED THAT WRITTEN APPROVAL FIRST IS OBTAINED FROM THE DIRECTOR OF PUBLIC WORKS. 9.MATERIALS SHALL BE SO STORED TO ENSURE THE PRESERVATION OF THEIR QUALITY AND FITNESS FOR THE WORK. THEY SHALL BE SO LOCATED AND DISPOSED THAT PROMPT AND PROPER INSPECTION THEREOF MAY BE MADE. 10.THE CITY SHALL HAVE THE RIGHT TO TAKE POSSESSION OF AND USE ANY COMPLETED OR PARTIALLY COMPLETED PORTIONS OF THE WORK. NOT WITHSTANDING THE TIME FOR COMPLETING THE ENTIRE WORK OF SUCH PORTIONS WHICH MAY NOT HAVE EXPIRED; BUT SUCH TAKING POSSESSION AND USE SHALL NOT BE DEEMED AN ACCEPTANCE OF ANY WORK NOT COMPLETED IN ACCORDANCE WITH THE PROJECT CONSTRUCTION DOCUMENTS. IF SUCH PRIOR USE INCREASES THE COST OF OR DELAYS THE WORK, THE CONTRACTOR SHALL BE ENTITLED TO SUCH EXTRA COMPENSATION, OR EXTENSION OF TIME OR BOTH, AS THE DIRECTOR OF PUBLIC WORKS MAY DETERMINE. 11.CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY AND ITS REPRESENTATIVES HARMLESS FROM ANY AND ALL LIABILITY, REAL AND/OR ALLEGED, IN CONJUNCTION WITH THE PERFORMANCE OF THIS PROJECT. 12.ALL EXCAVATED MATERIAL SHALL BE DISPOSED OF AS GENERATED AND AT NO TIME SHALL THE CONTRACTOR PLACE EXCAVATED MATERIAL AT THE WORK SITE. 13.CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING FEATURES, STRUCTURES AND UTILITIES DURING CONSTRUCTION. ALL DAMAGES SHALL BE REPAIRED/REPLACED AT THE CONTRACTOR'S EXPENSE AND TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC WORKS. 14.ALL SEWER MANHOLES, MAINLINE CLEANOUTS AND WATER VALVES THAT ARE ON ACTIVE SYSTEMS SHALL BE ACCESSIBLE TO CITY PERSONNEL AT ALL TIMES AND SHALL BE BROUGHT TO FINISH GRADE WITHIN 48 HOURS OF PAVING. ANY DAMAGES TO THE CITY OR OTHER UTILITIES CAUSED BY CONTRACTOR OPERATIONS SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 15.CONTRACTOR SHALL VERIFY LOCATIONS, LEVELS, DISTANCES, AND FEATURES THAT MAY AFFECT THE WORK. SHOULD EXISTING CONDITIONS DIFFER FROM THOSE SHOWN OR INDICATED, OR IF IT APPEARS THAT THESE PLANS, STANDARD SPECIFICATIONS, AND SPECIAL PROVISIONS DO NOT ADEQUATELY DETAIL THE WORK TO BE DONE, CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONTINUING WITH ANY RELATED WORK. NO ALLOWANCE WILL BE MADE IN HIS BEHALF FOR ANY EXTRA EXPENSE RESULTING FROM FAILURE OR NEGLECT IN DETERMINING THE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. 16. CONTRACTOR SHALL PROVIDE AND MAINTAIN SUFFICIENT BARRICADES TO PROVIDE FOR THE SAFETY OF THE GENERAL PUBLIC TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC WORKS. 17. THE CONTRACTOR SHALL MAINTAIN ADA COMPLIANT ACCESS TO ALL BUSINESSES IN THE PROJECT AREA FOR THE DURATION OF THE PROJECT. CONTRACTOR SHALL PROVIDE MINIMUM TWO (2) WEEKS NOTICE PRIOR TO CONSTRUCTION ACTIVITIES ADJACENT TO ANY BUSINESSES. NOTICES SHALL BE PROVIDED TO BUSINESS OWNERS AND PROPERTY OWNERS AND COORDINATED WITH THE CITY. PROVIDE A DRAFT NOTICE TO THE CITY FOR REVIEW A MINIMUM OF THREE (3) WEEKS PRIOR TO CONSTRUCTION ACTIVITIES. 18. CONTRACTOR SHALL NOTIFY THE DIRECTOR OF PUBLIC WORKS AT LEAST 72 HOURS IN ADVANCE OF COMMENCEMENT OF ANY PART OF THE WORK. 19. CONTRACTOR SHALL MAINTAIN REASONABLE ACCESS TO ALL DRIVEWAYS DURING CONSTRUCTION PER SECTION 7-1.03 AND 7-1.04 OF THE STANDARD SPECIFICATIONS. 20. CAUTION SHALL BE EXERCISED WHEN EXCAVATING WITHIN THE DRIPLINE OF ANY TREE SHOWN ON THE PLANS TO BE PROTECTED. ROOTS LARGER THAN 2 INCHES SHALL NOT BE CUT WITHOUT PERMISSION FROM THE ENGINEER. 21. ALL LANDSCAPING AND IRRIGATION SYSTEMS OR OTHER PRIVATE OR PUBLIC IMPROVEMENTS DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED IN KIND AS DIRECTED BY THE ENGINEER. 22. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS AT THE COMPLETION OF CONSTRUCTION PER CITY REQUIREMENTS. RECORD DRAWINGS SHALL ACCURATELY REFLECT ALL APPROVED CHANGES MADE DURING CONSTRUCTION AND THE LOCATIONS AND DEPTHS OF ALL EXISTING ACTIVITIES ENCOUNTERED. 23. COMPACT FILL AREAS AND TOP 12" OF CUT AREAS TO 95% OF MAXIMUM DENSITY AS MEASURED BY ASTM D1557. CONTRACTOR SHALL IMPORT OR EXPORT ACCEPTABLE MATERIALS AS NECESSARY. 24. ALL GRADES SHOWN ARE FINISH GRADES. ALLOW FOR VARYING THICKNESS OF BASE, PAVING, AND CONCRETE IN PREPARING SUBGRADE. 25. THE CONTRACTOR SHALL HAVE A CLASS "A" LICENSE. 26. UST LOCATION SHOWN ON THE PLANS ARE APPROXIMATE ONLY. NOT ALL UST ARE SHOWN. THE CONTRACTOR SHALL VERIFY ALL UST LOCATIONS THAT CONFLICT WITH THE NEW UTILITY ALIGNMENTS AND REMOVE IN ACCORDANCE WITH THE SPECIAL PROVISIONS. 27. THE CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS IN THE HORIZONTAL ALIGNMENTS OF THE ELECTRICAL CONDUITS AS NECESSARY TO PROVIDE 3 FT OF CLEARANCE. EROSION CONTROL NOTES: 1.ALL EROSION CONTROL MEASURES SHALL CONFORM TO THE PROJECT WPCP, WATER POLLUTION CONTROL PROGRAM PREPARATION MANUAL (JUNE 2011), THE CONSTRUCTION SITE BEST MANAGEMENT PRACTICES MANUAL AND THE CONSTRUCTION SITE MONITORING PROGRAM GUIDANCE MANUAL. 2.THE CONTRACTOR SHALL EXERCISE CARE DURING DEMOLITION AND EXCAVATION OPERATIONS TO MINIMIZE EROSION AND SEDIMENT TRANSPORT OFF SITE. 3.THE CONTRACTION SHALL CONDUCT ALL OPERATIONS SO AS TO PREVENT ANY UNNECESSARY DISTURBANCE OF SOIL OR EXISTING VEGETATION. 4.THE CITY IS RESPONSIBLE FOR COMPLYING WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT NO. CAS000002 WASTE DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION. CONSTRUCTION ACTIVITIES INCLUDE BUT ARE NOT LIMITED TO CLEARING, GRADING, EXCAVATION, STOCKPILING, AND RECONSTRUCTION OF EXISTING FACILITIES INVOLVING REMOVAL AND REPLACEMENT. TRAFFIC NOTES: 1.CONTRACTOR SHALL SUBMIT CONSTRUCTION TRAFFIC CONTROL PLAN TO THE CITY OF UKIAH FOR REVIEW AND APPROVAL AT THE PRE-CONSTRUCTION MEETING AND A MINIMUM OF (2) WEEKS BEFORE BEGINNING ANY RELATED CONSTRUCTION ACTIVITY. THE TRAFFIC CONTROL PLAN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND PREPARED BY A LICENSED CIVIL OR TRAFFIC ENGINEER. 2.TRAFFIC SIGNAL(S) SHALL REMAIN FUNCTIONAL DURING CONSTRUCTION. 3.ALL SIGNAL LOOP WIRING SHALL BE REPAIRED OR REPLACED IF SAWCUT OR DAMAGED. 4.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE PERMITS AND REGULATIONS, AS APPLICABLE LEGEND: EXISTING ABBREVIATIONS: NEW DRAIN INLET/CATCH BASIN SANITARY SEWER MANHOLE SANITARY SEWER CLEAN OUT STORM DRAIN MANHOLE CULVERT WATER METER WATER VALVE MISC UTILITY UTILITY BOX FIRE HYDRANT TRAFFIC SIGNAL POLE POWER POLE POLE WITH LIGHT GUY WIRE POST TREE MARSH CITY MONUMENT SIGN TRAFFIC SIGNAL TRANSFORMER ELECTRICAL DUCT BANK ELECTRICAL VAULT CHAINLINK FENCE STORM DRAIN SUBDRAIN DECOMMISSION UTILITY WATER WATER ABANDONED SEWER STORM DRAIN STORM DRAIN INLET GAS JOINT TRENCH COMMUNICATION UNDERGROUND ELECTRIC OVERHEAD UTILITY SIDEWALK, CURB, AND GUTTER GUTTER FLOW DIRECTION TOPOGRAPHIC CONTOUR RIGHT-OF-WAY PUBLIC UTILITY EASEMENT BORING LOCATION POTHOLE LOCATION REDUCER TEMPORARY BLOWOFF TEE UST APN ASSESSOR'S PARCEL NUMBER AC ASBESTOS CEMENT ARV AIR RELIEF VALVE BC BEGIN CURVE BFP BACK FLOW PREVENTER BOT BOTTOM BP BEGIN POINT BSW BACK OF SIDEWALK C CONDUIT CATV CABLE TELEVISION CB CATCH BASIN CHKD CHECKED CLSM CONTROLLED LOW-STRENGTH MATERIAL CO CLEANOUT COM COMMUNICATION CR CURB RETURN D DISTANCE, DEPTH DI DROP INLET DEPT DEPARTMENT DRWN DRAWN DWG DRAWING DWY DRIVEWAY (E)EXISTING EB ELECTRIC BOX EC END CURVE EG EXISTING GRADE ELEC ELECTRICAL EP EDGE OF PAVEMENT, END POINT EQ EQUIVALENT E.V.ELECTRICAL VAULT FG FINISHED GRADE FH FIRE HYDRANT FL FLOW LINE FS FINISHED SURFACE FT FOOT/FEET FSW FRONT OF SIDEWALK G GAS GB GRADE BREAK HDPE HIGH DESITY POLYETHYLENE HMA HOT MIX ASPHALT HP HINGE POINT I.D.INSIDE DIAMETER IN INCH/INCHES INV INVERT IRR IRRIGATION IP IRON PIPE JP JOINT POLE JP W/UG JOINT POLE WITH UNDERGROUND JT JOINT TRENCH L LEFT, LENGTH LG LIP OF GUTTER MH MANHOLE MID MIDDLE POINT MIN MINIMUM MJ MECHANICAL JOINT MON MONUMENT (N)NEW O.C.ON CENTER OFF OFFSET OH OVER HEAD ELECTRIC PB PULL BOX PERF PERFORATED PI POINT OF INTERSECTION POLY POLYETHYLENE PROJ PROJECT PT POINT OF TANGENCY PUE PUBLIC UTILITY EASEMENT PVC POLYVINYLCHLORIDE R RADIUS, RIGHT R.C.RELATIVE COMPACTION R/W RIGHT OF WAY SL STREET LIGHT SS SANITARY SEWER STD.STANDARD STD. XX CALTRANS STANDARD PLAN NUMBER STA STATION STL STEEL TC TOP OF CURB TEL TELEPHONE/TELECOMMUNICATION TYP TYPICAL UG UNDERGROUND UNK UNKNOWN UON UNLESS OTHERWISE NOTED UST UNDERGROUND STORAGE TANK VAR VARIES VC VITRIFIED CLAY W WATER WM WATER METER WV WATER VALVE XFMR TRANSFORMER 585 UTILITY CONSTRUCTION NOTES: 1.THE CONTRACTOR SHALL SHORE ALL TRENCHES 5 FEET IN DEPTH OR GREATER. SHORING SHALL BE IN ACCORDANCE WITH THE CONSTRUCTION SAFETY ORDERS OF THE DIVISION OF OCCUPATIONAL SAFETY AND HEALTH. 2.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING ALL DAMAGED AREAS DURING CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO ASPHALT, CONCRETE, CURB, GUTTER, SIDEWALK, LANDSCAPING, AND RESTORING TO ORIGINAL OR BETTER CONDITION. 3.SECURITY FENCES OR BARRICADES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN SECURE THROUGHOUT THE PROJECT DURATION. 4.THE CONTRACTOR IS RESPONSIBLE FOR CONDITION OF ALL SUBSTRUCTURES (FOR EXAMPLE, TRENCH SETTLEMENT, DAMAGED SUBSTRUCTURES ETC) UNTIL ONE YEAR AFTER THE DATE OF CONSTRUCTION IS COMPLETED. 5.ALL CONCRETE SHALL BE SAW CUT AND REMOVED ALONG EXISTING SCORE LINES, UNLESS NOTED OTHERWISE. SAW CUTS SHALL BE STRAIGHT AND NEAT. 6.ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF UKIAH SPECIFICATION, CITY OF UKIAH STANDARD DRAWINGS, CALIFORNIA PLUMBING CODE (LATEST EDITION) AND AWWA STANDARDS. 7.ALL PIPE LENGTHS ARE MEASURED HORIZONTALLY FROM CENTER OF STRUCTURES. 8.METER BOXES AND VAULTS SHALL BE LOCATED OUT OF TRAFFIC LOADING AREAS WHENEVER POSSIBLE AND SET SO THAT THE READING LIDS ARE ALIGNED OVER THE METER REGISTERS AS CLOSELY AS POSSIBLE. 9. ALL MATERIALS IN CONTACT WITH POTABLE WATER SHALL BE NSF-61 APPROVED. NOTE: 1.SOME ABBREVIATIONS MAY BE USED IN COMBINATION. 2.REFER TO CURRENT CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS FOR ADDITIONAL ABBREVIATIONS NOT LISTED. B1 G-003 3 NO T E S , L E G E N D A N D A B B R E V I A T I O N S CP CW PH1 DO W N T O W N W A T E R A N D S A N I T A R Y S E W E R R E P L A C E M E N T P R O J E C T SP E C N O . 2 0 1 9 - 1 7 SEWER CONSTRUCTION NOTES: 1.NEW SEWER MAINS ARE TO BE CLEANED AND FREE OF DEBRIS, BY MEANS OF AN APPROVED METHOD (E.G. RUBBER BALL WASHED THROUGH, HYDRO-CLEANER ETC.) PRIOR TO TESTS FOR LEAKAGE AND DEFLECTION. 2.PIPE DEFLECTION SHALL BE TESTED BY USE OF A STEEL MANDREL WITH MAXIMUM ALLOWABLE DEFLECTION OF 5%. CONTRACTOR SHALL PROVIDE A STEEL MANDREL AT THE JOBSITE FOR EVERY DIAMETER OF SEWER MAIN CONSTRUCTED. SEE DETAIL 1 ON DRAWING C-502. 3.SEWER MAINS SHALL BE TESTED FOR SOUNDNESS AND TIGHTNESS (LEAKAGE) BY THE USE OF LOW-PRESSURE AIR TEST OR A HYDROSTATIC TEST WITH A MINIMUM OF 10' OF HEAD AND ANY PORTION OF THE MAIN TO BE TESTED. CONTRACTOR SHALL HAVE ON-SITE, A MEANS BY WHICH TO TEST THE MAIN. 4.MANHOLES SHALL BE COATED INSIDE WITH ONE (1) COAT OF THORO-SEAL, XPEX, OR APPROVED EQUAL. 5.MANHOLES SHALL BE SUBJECT TO HYDROSTATIC TESTS, BY FILLING WITH WATER AND MEASURING THE DROP IN WATER LEVEL OVER A 30 MINUTE PERIOD. PRIOR TO THE 30 MINUTE TEST, MANHOLES SHALL BE FILLED WITH WATER FOR A MINIMUM OF 24 HOUR PERIOD. 6.ALL TRENCHES SHALL BE BACKFILLED IN ACCORDANCE WITH STANDARD DRAWING NO. 220, PRIOR TO TESTS FOR LEAKAGE AND DEFLECTION. 7.INSTALL ALL (N) SEWER MAINS AND LATERALS IN TRENCHES IN ACCORDANCE WITH CITY STD 220. WATER CONSTRUCTION NOTES: 1.METER BOXES AND VAULTS SHALL BE SET SO THAT THE READING LIDS ARE ALIGNED OVER THE METER REGISTERS AS CLOSELY AS POSSIBLE. 2.INSTALL ALL (N) WATER MAINS IN TRENCHES IN ACCORDANCE WITH CITY STD 320. 10" SS 3/ 6 / 2 0 2 0 CO N F O R M S E T Page 92 of 292 B5B6 G3 B4 PH2 PH1 PH4 PH3 PH5 PH7 PH8 PH9 PH11 PH10 PH12 PH13 PH20 PH15 PH16 PH14 PH6 G2 B3 N. STATE STREET W . M I L L S T R E E T SE M I N A R Y A V E N U E W. C L A Y S T R E E T ST E P H E N S O N S T R E E T W. C H U R C H S T R E E T W. P E R K I N S S T R E E T W. S T A N D L E Y S T R E E T W. S M I T H S T R E E T MAIN STREET SCHOOL STREET 1 100 150 2 101 104 75 25 103 102 105 24 107 23 22 20 21 106 15 19 108 110 18 17 112 111 109 16 113 30 14 13 12 27 29 7 2831 32 11 35 5490 26 33 4569 34 810 9 90032 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 E. M I L L S T R E E T E. C L A Y S T R E E T E. C H U R C H S T R E E T E. P E R K I N S S T R E E T E. S T A N D L E Y S T R E E T E. S M I T H S T R E E T PH13 PH15 PH17 PH19 PH18 PH16 PH14 B3 G1 B2 B1 W. S T A N D L E Y S T R E E T W. S M I T H S T R E E T MAIN STREET HE N R Y S T R E E T N. STATE S T R E E T SCHOOL STREET 12 27 7 28 11 35 5490 26 33 4569 34 810 90032 5 3 4 58 6 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+0031+00E. S T A N D L E Y S T R E E T E. S M I T H S T R E E T POINT TABLE POINT NUMBER 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 NORTHING 2180576.401 2181346.109 2183720.772 2184364.263 2183563.854 2183557.260 2183335.547 2183404.582 2182943.715 2183193.457 2183103.746 2183013.682 2182797.234 2182613.473 2182424.761 2182686.436 2182716.339 2182470.359 2182430.964 2182243.369 EASTING 6219528.172 6219392.738 6219067.196 6219105.188 6219072.349 6218803.565 6218862.088 6219434.175 6219462.852 6219462.601 6219147.313 6218615.263 6218695.488 6218962.934 6219035.198 6219228.723 6219564.896 6219560.073 6219270.666 6219588.015 ELEVATION 612.93 618.77 625.81 624.95 627.13 628.88 637.69 625.22 628.92 627.16 634.58 641.10 639.40 634.95 631.30 632.30 625.01 620.07 628.37 619.66 DESCRIPTION CUT 'X' CUT 'X' CUT 'X' CUT 'X' CUT 'X' MAG NAIL MAG NAIL CUT 'X' MAG NAIL MAG NAIL MAG NAIL MAG NAIL MAG NAIL MAG NAIL MAG NAIL MAG NAIL CUT 'X' MAG NAIL CUT 'X' MAG NAIL POINT TABLE POINT NUMBER 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 58 75 100 101 102 NORTHING 2182213.626 2182124.141 2181901.786 2181913.495 2181286.071 2183149.790 2183054.317 2183084.377 2182885.577 2182893.523 2182913.388 2183011.661 2183337.025 2183390.402 2183210.816 2183756.335 2181229.238 2181183.699 2181399.998 2181616.812 EASTING 6219315.283 6219043.702 6219092.960 6219347.902 6219174.923 6219306.946 6218883.510 6219035.396 6218961.479 6219254.613 6219061.169 6219148.791 6219108.616 6219152.547 6219135.653 6219133.110 6219026.065 6219471.711 6219487.607 6219432.378 ELEVATION 624.77 628.58 625.11 621.46 623.62 630.96 639.23 636.31 636.85 633.62 636.06 634.75 634.43 633.43 634.94 626.08 625.98 617.09 618.47 619.47 DESCRIPTION MAG NAIL MAG NAIL CONTROL MONUMENT MAG NAIL MAG NAIL MAG NAIL MAG NAIL MAG NAIL MAG NAIL CUT 'X' CUT 'X' CUT 'X' MAG NAIL MAG NAIL MAG NAIL 1/2" IRON PIPE 1/2" IRON PIPE CUT 'X' CUT 'X' CUT 'X' POINT TABLE POINT NUMBER 103 104 105 106 107 108 109 110 111 112 113 150 4569 5490 90032 NORTHING 2181618.884 2181512.220 2181811.313 2182203.254 2182064.292 2182384.058 2182702.964 2182485.222 2182559.243 2182556.027 2182776.452 2181383.154 2183283.748 2183203.529 2183477.463 EASTING 6219374.723 6219384.960 6219414.711 6219384.947 6219335.471 6219342.488 6219278.928 6219436.690 6219245.767 6219308.341 6219206.734 6219425.119 6219174.860 6219190.932 6219079.986 ELEVATION 619.59 619.38 620.30 624.20 622.91 627.01 631.31 624.28 630.66 629.43 633.47 618.42 634.29 634.22 631.18 DESCRIPTION CUT 'X' CUT 'X' CUT 'X' CUT 'X' MAG NAIL CUT 'X' CUT 'X' CUT 'X' CUT 'X' CUT 'X' CUT 'X' CONTROL MONUMENT MAG NAIL CUT 'X' CUT 'X' 20 2 0 - 0 3 - 0 6 9: 4 9 A M LH E R N A N D E Z N: \ U S \ S A N T A R O S A \ P R O J E C T S \ 5 6 1 \ 1 1 1 9 1 7 0 5 \ D I G I T A L _ D E S I G N \ A C A D 2 0 1 8 \ U K I A H U T I L I T I E S P R O J E C T \ S H E E T S \ 1 1 1 9 1 7 0 5 ( U S E T ) _ G - 0 0 4 . D W G SHEET DRWN: PROJ NO: 0 1" BA R I S O N E I N C H O N OR I G I N A L D R A W I N G OF DE S C R I P T I O N DA T E MA R K IS S U E CHKD: RE U S E O F D O C U M E N T S 22 3 5 M e r c u r y W a y , S u i t e 1 5 0 Sa n t a R o s a , C a l i f o r n i a 9 5 4 0 7 , U S A T 1 7 0 7 5 2 3 1 0 1 0 F 1 7 0 7 5 2 7 8 6 7 9 W ww w . g h d . c o m GH D I n c . Th i s do c u m e n t an d th e id e a s an d de s i g n s in c o r p o r a t e d he r e i n , as an in s t r u m e n t of pr o f e s s i o n a l se r v i c e , is th e pr o p e r t y of GH D an d sh a l l no t be re u s e d in wh o l e or in pa r t fo r an y ot h e r pr o j e c t wi t h o u t GH D ' s wr i t t e n au t h o r i z a t i o n . © 20 2 0 G H D 11191705 CI T Y O F U K I A H DO W N T O W N W A T E R & S A N I T A R Y SE W E R R E P L A C E M E N T P R O J E C T 22 C6 8 3 0 4 9/ 3 0 / 2 1 No . Ex p . REGISTERE D P R O F E SSIONAL E N G I N E E R S TATE OF C A L I F O R NIA C I V I L MATTH E W G L EN K E N N E D Y G-004 4 SU R V E Y C O N T R O L D I A G R A M CP CW NOTES: 1.BENCHMARK: CINQUINI & PASSARINO CONTROL POINT NO. 1, BEING A SET CUT 'X' ON THE TOP OF CONCRETE CURB ON THE EASTERLY SIDE OF SOUTH STATE STREET, APPROXIMATELY 100± FEET NORTH OF E. GOBBI STREET AS SHOWN HEREON. ELEVATION = 612.93' (NAVD 88). 2.THE ORTHOMETRIC ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988) AND WERE DETERMINED BY STATIC GPS TIES TO CGPS STATIONS HOPB, P189 & P190 WITH PUBLISHED ELLIPSOIDAL HEIGHTS OF HOPB =1160.485, P189 = 582.043' AND P190 = 666.932', IN ADDITION TO APPLYING THE NGS GEOID HEIGHT MODEL "GEOID2012B". 3.BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE II, NAD 83, EPOCH 2017.50 AS DETERMINED LOCALLY BY A LINE BETWEEN CONTINUOUS GLOBAL POSITIONING SYSTEMS (CGPS) STATION HOPB AND STATION P190; BEING NORTH 22°12'24” WEST AS DERIVED FROM GEODETIC VALUES PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC). LEGEND: CONTROL POINT, PK NAIL OR MAG NAIL OR LEAD & TACK OR CUT "X" CONTROL MONUMENT PARCEL LINE ROW N 0 200'100' N 0 200'100' ROW CENTERLINE PROJECT CENTERLINE DO W N T O W N W A T E R A N D S A N I T A R Y S E W E R R E P L A C E M E N T P R O J E C T SP E C N O . 2 0 1 9 - 1 7 BP PI PI PI PC MID PT EP Page 93 of 292 B5B6 G3 B4 PH2 PH1 PH4 PH3 PH5 PH7 PH8 PH9 PH11 PH10 PH12 PH13 PH20 PH15 PH16 PH14 PH6 G2 B3 N. STATE STREET E . M I L L S T R E E T SE M I N A R Y A V E N U E W. C L A Y S T R E E T ST E P H E N S O N S T R E E T W. C H U R C H S T R E E T W. P E R K I N S S T R E E T W. S T A N D L E Y S T R E E T W. S M I T H S T R E E T MAIN STREET SCHOOL STREET B6 B5 G3 B4 G2 B3 PH1 PH2 PH3 PH4 PH5 PH6 PH7 PH8 PH11PH10 PH9 PH12 PH14 PH13 PH15 PH16 PH20 E. C L A Y S T R E E T E. C H U R C H S T R E E T E. P E R K I N S S T R E E T E. S T A N D L E Y S T R E E T E. S M I T H S T R E E T E. M I L L S T R E E T PH13 PH15 PH17 PH19 PH18 PH16 PH14 B3 G1 B2 B1 W. S T A N D L E Y S T R E E T W. S M I T H S T R E E T MAIN STREET SCHOOL STREET HE N R Y S T R E E T N. STATE S T R E E T B3 G1 B2 B1 PH14 PH13 PH15 PH16 PH17 PH18 PH19 E. S T A N D L E Y S T R E E T E. S M I T H S T R E E T G-005 5 PO T H O L E S C H E D U L E AN D G E O T E C H N I C A L B O R I N G S CP CW 20 2 0 - 0 3 - 0 6 9: 4 9 A M LH E R N A N D E Z N: \ U S \ S A N T A R O S A \ P R O J E C T S \ 5 6 1 \ 1 1 1 9 1 7 0 5 \ D I G I T A L _ D E S I G N \ A C A D 2 0 1 8 \ U K I A H U T I L I T I E S P R O J E C T \ S H E E T S \ 1 1 1 9 1 7 0 5 ( U S E T ) _ G - 0 0 5 . D W G SHEET DRWN: PROJ NO: 0 1" BA R I S O N E I N C H O N OR I G I N A L D R A W I N G OF DE S C R I P T I O N DA T E MA R K IS S U E CHKD: RE U S E O F D O C U M E N T S 22 3 5 M e r c u r y W a y , S u i t e 1 5 0 Sa n t a R o s a , C a l i f o r n i a 9 5 4 0 7 , U S A T 1 7 0 7 5 2 3 1 0 1 0 F 1 7 0 7 5 2 7 8 6 7 9 W ww w . g h d . c o m GH D I n c . Th i s do c u m e n t an d th e id e a s an d de s i g n s in c o r p o r a t e d he r e i n , as an in s t r u m e n t of pr o f e s s i o n a l se r v i c e , is th e pr o p e r t y of GH D an d sh a l l no t be re u s e d in wh o l e or in pa r t fo r an y ot h e r pr o j e c t wi t h o u t GH D ' s wr i t t e n au t h o r i z a t i o n . © 20 2 0 G H D 11191705 CI T Y O F U K I A H DO W N T O W N W A T E R & S A N I T A R Y SE W E R R E P L A C E M E N T P R O J E C T 22 C6 8 3 0 4 9/ 3 0 / 2 1 No . Ex p . REGISTERE D P R O F E SSIONAL E N G I N E E R S TATE OF C A L I F O R NIA C I V I L MATTH E W G L EN K E N N E D Y N 0 200'100' N 0 200'100' BORING SCHEDULE BORING AC CONCRETE AB B1 8"8" B2 8"8" G1 8"10" B3 2"6"10" G2 2"6"12" B4 6"18" G3 6"12" B5 4"12" B6 6"12" DO W N T O W N W A T E R A N D S A N I T A R Y S E W E R R E P L A C E M E N T P R O J E C T SP E C N O . 2 0 1 9 - 1 7 POTHOLE SCHEDULE POTHOLE NO.DATE LOCATION (#, STREET/AREA)UTILITY DESCRIPTION OF UTILITY DEPTH TO TOP OF PIPE ASPHALT CONCRETE DEPTH AB DEPTH PH1 9/11/19 SOUTH EAST CORNER OF SOUTH STATE STREET AND WEST MILL STREET GAS 2" BLACK TAR COATED STEEL 3'-4" 4" ASPHALT SAND TO PIPE WATER 6" GREY ASBESTOS CONCRETE 2'-7" PH2 9/11/19 NORTH WEST CORNER SOUTH STATE STREET AND EAST MILL STREET GAS 2" BLACK TAR COATED STEEL 3'-6"7" ASPHALT 10" SLURRY DIRT TO PIPE PH3 9/11/19 SOUTH WEST CORNER OF SOUTH STATE STREET AND WEST CLAY STREET WATER 8" GREY ASBESTOS CONCRETE 3'-2"5" ASPHALT AB TO PIPE PH4 9/11/19 NORTH WEST CORNER OF SOUTH STATE STREET AND WEST CLAY STREET COMMUNICATION 4" GREY ASBESTOS CONCRETE 2'-3" 5" ASPHALT AB TO PIPECOMMUNICATION4" GREY PLASTIC 2'-4" GAS 8" BLACK STEEL 2'-10" PH5 9/11/19 NORTH EAST CORNER OF SOUTH STATE STREET AND EAST CLAY STREET GAS 2" YELLOW PLASTIC COATED STEEL 2'-9"5" ASPHALT 7" CONCRETE DIRT AND SAND TO PIPE WATER 6" GREY ASBESTOS CONCRETE 3'-6" PH6 9/11/19 IN FRONT OF 210 SOUTH STATE STREET GAS ¾" ORANGE PLASTIC 2'-1" 7" ASPHALT AB TO PIPE WATER 12" GREY ASBESTOS CONCRETE 3'-8" PH7 9/11/19 SOUTH WEST CORNER OF SOUTH STATE STREET AND WEST CHURCH STREET GAS 2" BLACK TAR COATED STEEL 3'-0" 7" ASPHALT DIRT TO PIPE WATER 12" GREY ASBESTOS CONCRETE 4'-10" PH8 9/11/19 IN FRONT OF 115 SOUTH STATE STREET GAS 3" BLACK TAR COATED STEEL 1'-9" 5" ASPHALT 7" CONCRETE 9" SLURRY - PH9 9/11/19 ACROSS FROM 107 SOUTH STATE STREET GAS ¾" BLACK STEEL 2'-2.5"5" ASPHALT 9" SLURRY SAND TO PIPE PH10 9/11/19 SOUTH WEST CORNER OF SOUTH STATE STREET AND PERKINS STREET GAS 4" ORANGE PLASTIC COATED STEEL 2'-8" 5" ASPHALT DIRT TO PIPEJOINT TRENCH 4" BLACK STEEL 1'-8" JOINT TRENCH 2 X 2" WHITE PLASTIC 5'-7" PH11 9/11/19 SOUTH WEST CORNER OF SOUTH STATE STREET AND PERKINS STREET JOINT TRENCH 6" GREY PLASTIC 5'-4" 5" ASPHALT DIRT TO PIPE JOINT TRENCH 4" GREY PLASTIC 5'-0" PH12 9/11/19 NORTH EAST CORNER OF NORTH STATE STREET AND PERKINS STREET GAS 4" BLACK STEEL 1'-6"5" ASPHALT AB TO PIPE PH13 9/11/19 NORTH WEST CORNER OF NORTH STATE STREET AND WEST STANDLEY STREET GAS 2" ORANGE PLASTIC 4'-5"5" ASPHALT 12" CONCRETE AB TO PIPE WATER 12" ASBESTOS CONCRETE 3'-6" PH14 9/11/19 SOUTH EAST CORNER OF NORTH STATE STREET AND EAST STANDLY STREET GAS 4" BLACK STEEL 2'-4"7" ASPHALT 5" SLURRY ROCK AND DIRT TO PIPE PH15 9/11/19 IN FRONT OF 246 NORTH STATE STREET GAS 1" BLACK TAR COATED STEEL 2'-0"5" ASPALT AB TO PIPE PH16 9/11/19 NORTH WEST CORNER OF NORTH STATE STREET AND WEST SMITH STREET GAS 6" BLACK TAR COATED STEEL 3'-1"10" CONCRETE ROCK AND DIRT TO PIPE PH17 9/11/19 SOUTH WEST CORNER OF NORTH STATE STREET AND WEST HENRY STREET GAS 2" BLACK TAR COATED STEEL 2'-5" 2" ASPHALT AB TO PIPE WATER 12" BLACK WRAPPED STEEL 2'-1" PH18 9/11/19 IN THE CENTER OF NORTH STATE STREET AND HENRY STREET GAS 2" BLACK TAR COATED STEEL 2'-8"10" CONCRETE ROCK AND DIRT TO PIPE PH19 9/11/19 EAST SIDE OF THE INTERSECTION OF NORTH STATE STREET AND WEST HENRY STREET GAS 2" BLACK TAR COATED STEEL 2'-10"9" CONCRETE DIRT TO PIPE PH20 9/11/19 IN FRONT OF 113 WEST PERKINS STREET GAS 1¼" BLACK TAR COATED 2'-4"6" ASPHALT SAND TO PIPE Page 94 of 292 G-006 6 UT I L I T Y S T A T I O N A N D O F F S E T T A B L E S DD CW 20 2 0 - 0 3 - 0 6 9: 4 9 A M LH E R N A N D E Z N: \ U S \ S A N T A R O S A \ P R O J E C T S \ 5 6 1 \ 1 1 1 9 1 7 0 5 \ D I G I T A L _ D E S I G N \ A C A D 2 0 1 8 \ U K I A H U T I L I T I E S P R O J E C T \ S H E E T S \ 1 1 1 9 1 7 0 5 ( U S E T ) _ G - 0 0 6 . D W G SHEET DRWN: PROJ NO: 0 1" BA R I S O N E I N C H O N OR I G I N A L D R A W I N G OF DE S C R I P T I O N DA T E MA R K IS S U E CHKD: RE U S E O F D O C U M E N T S 22 3 5 M e r c u r y W a y , S u i t e 1 5 0 Sa n t a R o s a , C a l i f o r n i a 9 5 4 0 7 , U S A T 1 7 0 7 5 2 3 1 0 1 0 F 1 7 0 7 5 2 7 8 6 7 9 W ww w . g h d . c o m GH D I n c . Th i s do c u m e n t an d th e id e a s an d de s i g n s in c o r p o r a t e d he r e i n , as an in s t r u m e n t of pr o f e s s i o n a l se r v i c e , is th e pr o p e r t y of GH D an d sh a l l no t be re u s e d in wh o l e or in pa r t fo r an y ot h e r pr o j e c t wi t h o u t GH D ' s wr i t t e n au t h o r i z a t i o n . © 20 2 0 G H D 11191705 CI T Y O F U K I A H DO W N T O W N W A T E R & S A N I T A R Y SE W E R R E P L A C E M E N T P R O J E C T 22 C6 8 3 0 4 9/ 3 0 / 2 1 No . Ex p . REGISTERE D P R O F E SSIONAL E N G I N E E R S TATE OF C A L I F O R NIA C I V I L MATTH E W G L EN K E N N E D Y DO W N T O W N W A T E R A N D S A N I T A R Y S E W E R R E P L A C E M E N T P R O J E C T SP E C N O . 2 0 1 9 - 1 7 UTILITY STATION AND OFFSET TABLE SS CLEANOUT DWG. NO.NO.STATION OFFSET DESCRIPTION C-101 1 5+97 LEFT 28.63 CENTER OF SSCO C-101 2 6+12 LEFT 28.62 CENTER OF SSCO C-101 3 5+78 RIGHT 29.15 CENTER OF SSCO C-101 4 6+17 RIGHT 29.18 CENTER OF SSCO C-101 5 6+61 RIGHT 29.18 CENTER OF SSCO C-102 6 7+33 LEFT 28.62 CENTER OF SSCO C-102 7 7+45 LEFT 28.61 CENTER OF SSCO C-102 8 8+28 LEFT 28.62 CENTER OF SSCO C-102 9 8+80 LEFT 28.62 CENTER OF SSCO C-102 10 9+26 LEFT 30.45 CENTER OF SSCO C-102 11 11+37 LEFT 32.33 CENTER OF SSCO C-102 12 7+06 RIGHT 29.18 CENTER OF SSCO C-102 13 7+36 RIGHT 29.03 CENTER OF SSCO C-102 14 8+61 RIGHT 29.18 CENTER OF SSCO C-102 15 10+40 RIGHT 29.18 CENTER OF SSCO C-102 16 10+99 RIGHT 28.69 CENTER OF SSCO C-103 17 12+31 RIGHT 28.68 CENTER OF SSCO C-103 18 13+90 RIGHT 34.22 CENTER OF SSCO C-103 19 14+77 RIGHT 29.19 CENTER OF SSCO C-103 20 15+24 RIGHT 29.15 CENTER OF SSCO C-104 21 16+49 LEFT 30.20 CENTER OF SSCO C-104 22 16+82 LEFT 30.19 CENTER OF SSCO C-104 23 17+04 LEFT 30.21 CENTER OF SSCO C-104 24 18+89 LEFT 30.69 CENTER OF SSCO C-104 25 19+48 LEFT 31.61 CENTER OF SSCO C-104 26 16+49 RIGHT 28.71 CENTER OF SSCO C-104 27 16+98 RIGHT 34.53 CENTER OF SSCO C-104 28 18+82 RIGHT 29.14 CENTER OF SSCO C-104 29 18+96 RIGHT 29.16 CENTER OF SSCO C-104 30 19+28 RIGHT 28.60 CENTER OF SSCO C-105 31 23+41 LEFT 28.65 CENTER OF SSCO C-105 32 23+54 LEFT 28.62 CENTER OF SSCO C-105 33 23+68 LEFT 28.59 CENTER OF SSCO C-105 34 23+83 LEFT 34.39 CENTER OF SSCO C-105 35 21+67 RIGHT 29.18 CENTER OF SSCO C-105 36 23+01 RIGHT 33.67 CENTER OF SSCO C-105 37 24+33 RIGHT 28.68 CENTER OF SSCO C-106 38 25+88 LEFT 33.25 CENTER OF SSCO C-106 39 26+09 LEFT 37.81 CENTER OF SSCO C-106 40 26+55 LEFT 37.29 CENTER OF SSCO C-106 41 26+31 RIGHT 28.70 CENTER OF SSCO C-107 42 51+43 LEFT 22.31 CENTER OF SSCO C-107 43 50+84 RIGHT 21.13 CENTER OF SSCO C-107 44 51+09 RIGHT 21.11 CENTER OF SSCO C-107 45 51+25 RIGHT 21.10 CENTER OF SSCO C-107 46 51+46 RIGHT 13.24 CENTER OF SSCO C-107 47 51+57 RIGHT 21.00 CENTER OF SSCO C-108 48 101+86 LEFT 22.85 CENTER OF SSCO C-108 49 102+04 LEFT 22.58 CENTER OF SSCO C-108 50 102+35 LEFT 21.23 CENTER OF SSCO C-108 51 102+37 LEFT 21.17 CENTER OF SSCO C-108 52 102+54 LEFT 22.85 CENTER OF SSCO C-108 53 102+67 LEFT 23.31 CENTER OF SSCO FIRE HYDRANT DWG. NO.NO.STATION OFFSET DESCRIPTION C-101 1 5+35 LEFT 29.76 CENTER OF FH C-101 2 5+10 RIGHT 30.40 CENTER OF FH C-102 3 8+04 LEFT 29.80 CENTER OF FH C-102 4 9+69 RIGHT 29.68 CENTER OF FH C-102 5 11+43 LEFT 31.09 CENTER OF FH C-109 6 12+99 LEFT 44.42 CENTER OF FH C-109 7 13+46 RIGHT 37.27 CENTER OF FH C-103 8 15+43 LEFT 29.90 CENTER OF FH C-103 9 15+77 RIGHT 44.10 CENTER OF FH C-110 10 18+12 LEFT 44.01 CENTER OF FH C-104 11 18+15 RIGHT 44.38 CENTER OF FH C-107 12 52+31 LEFT 25.69 CENTER OF FH C-107 13 53+21 LEFT 23.35 CENTER OF FH C-108 14 102+83 RIGHT 21.15 CENTER OF FH C-105 15 23+25 RIGHT 31.22 CENTER OF FH C-110 16 25+10 LEFT 45.92 CENTER OF FH C-110 17 25+25 RIGHT 34.32 CENTER OF FH C-106 18 26+99 LEFT 33.76 CENTER OF FH C-111 19 27+64 RIGHT 33.31 CENTER OF FH WATER METER DWG. NO.NO.STATION OFFSET DESCRIPTION C-101 1 6+57 LEFT 29.25 CENTER OF WM BOX C-101 2 5+84 RIGHT 29.15 CENTER OF WM BOX C-101 3 6+67 RIGHT 29.12 CENTER OF WM BOX C-101 4 6+80 RIGHT 29.15 CENTER OF WM BOX C-102 5 7+54 LEFT 29.17 CENTER OF WM BOX C-102 6 8+10 LEFT 29.15 CENTER OF WM BOX C-102 7 8+44 LEFT 29.15 CENTER OF WM BOX C-102 8 8+65 LEFT 29.15 CENTER OF WM BOX C-102 9 9+64 LEFT 31.35 CENTER OF WM BOX C-102 10 7+16 RIGHT 29.15 CENTER OF WM BOX C-102 11 7+60 RIGHT 29.16 CENTER OF WM BOX C-102 12 9+20 RIGHT 29.21 CENTER OF WM BOX C-102 13 11+32 RIGHT 28.30 CENTER OF WM BOX C-103 14 11+99 LEFT 34.95 CENTER OF WM BOX C-103 15 12+13 LEFT 34.92 CENTER OF WM BOX C-103 16 12+76 LEFT 36.46 CENTER OF WM BOX C-103 17 13+96 LEFT 28.25 CENTER OF WM BOX C-103 18 15+66 LEFT 30.95 CENTER OF WM BOX C-103 19 11+59 RIGHT 29.24 CENTER OF WM BOX C-103 20 11+67 RIGHT 29.24 CENTER OF WM BOX C-103 21 11+70 RIGHT 29.24 CENTER OF WM BOX C-103 22 11+87 RIGHT 29.24 CENTER OF WM BOX C-103 23 12+47 RIGHT 29.26 CENTER OF WM BOX C-103 24 12+99 RIGHT 28.64 CENTER OF WM BOX C-103 25 13+83 RIGHT 28.08 CENTER OF WM BOX C-104 26 16+90 LEFT 30.89 CENTER OF WM BOX C-104 27 17+15 LEFT 30.90 CENTER OF WM BOX C-104 28 17+17 LEFT 30.90 CENTER OF WM BOX C-104 29 19+44 LEFT 30.05 CENTER OF WM BOX C-104 30 19+76 LEFT 32.74 CENTER OF WM BOX C-107 31 52+36 RIGHT 20.76 CENTER OF WM BOX C-104 32 16+36 RIGHT 29.15 CENTER OF WM BOX C-104 33 16+67 RIGHT 29.05 CENTER OF WM BOX C-104 34 16+69 RIGHT 29.05 CENTER OF WM BOX C-104 35 17+19 RIGHT 29.16 CENTER OF WM BOX C-104 36 17+46 RIGHT 29.16 CENTER OF WM BOX C-104 37 18+47 RIGHT 29.14 CENTER OF WM BOX C-104 38 18+73 RIGHT 29.08 CENTER OF WM BOX C-104 39 18+76 RIGHT 29.08 CENTER OF WM BOX C-104 40 19+01 RIGHT 29.11 CENTER OF WM BOX C-104 41 19+05 RIGHT 29.12 CENTER OF WM BOX C-104 42 19+06 RIGHT 29.12 CENTER OF WM BOX C-104 43 19+13 RIGHT 29.11 CENTER OF WM BOX C-105 44 22+83 LEFT 30.73 CENTER OF WM BOX C-105 45 23+28 LEFT 29.11 CENTER OF WM BOX C-105 46 23+61 LEFT 28.86 CENTER OF WM BOX C-105 47 23+89 LEFT 29.15 CENTER OF WM BOX C-105 48 24+19 LEFT 29.94 CENTER OF WM BOX C-110 49 24+82 LEFT 53.11 CENTER OF WM BOX C-105 50 21+77 RIGHT 29.15 CENTER OF WM BOX C-105 51 23+10 RIGHT 29.06 CENTER OF WM BOX C-105 52 23+22 RIGHT 29.07 CENTER OF WM BOX C-105 53 23+75 RIGHT 29.14 CENTER OF WM BOX C-105 54 24+80 RIGHT 34.79 CENTER OF WM BOX C-106 55 25+94 LEFT 33.38 CENTER OF WM BOX C-106 56 26+64 LEFT 37.14 CENTER OF WM BOX C-106 57 26+77 LEFT 37.26 CENTER OF WM BOX C-106 58 25+75 RIGHT 29.25 CENTER OF WM BOX C-106 59 26+21 RIGHT 29.39 CENTER OF WM BOX C-111 60 27+27 RIGHT 34.62 CENTER OF WM BOX C-111 61 27+41 RIGHT 34.74 CENTER OF WM BOX C-107 62 50+90 LEFT 23.26 CENTER OF WM BOX C-107 63 50+76 RIGHT 20.45 CENTER OF WM BOX C-107 64 50+78 RIGHT 12.59 CENTER OF WM BOX C-107 65 51+17 RIGHT 12.85 CENTER OF WM BOX C-107 66 51+20 RIGHT 12.86 CENTER OF WM BOX C-107 67 51+40 RIGHT 12.99 CENTER OF WM BOX C-107 68 51+52 RIGHT 13.06 CENTER OF WM BOX C-107 69 51+67 RIGHT 13.17 CENTER OF WM BOX C-108 70 101+31 LEFT 15.10 CENTER OF WM BOX C-108 71 101+74 LEFT 15.11 CENTER OF WM BOX C-108 72 101+96 LEFT 23.07 CENTER OF WM BOX C-108 73 102+14 LEFT 23.03 CENTER OF WM BOX C-108 74 102+43 LEFT 22.12 CENTER OF WM BOX C-108 75 102+47 LEFT 22.11 CENTER OF WM BOX C-108 76 102+77 LEFT 23.16 CENTER OF WM BOX C-102 77 9+40 RIGHT 29.00 CENTER OF WM BOX CROSS TEE DWG. NO.NO.STATION OFFSET DESCRIPTION C-101 1 4+86 LEFT 17.62 CENTER OF 12" X 12" CROSS C-109 2 4+86 RIGHT 16+95 CENTER OF 6" X 6" X 6" TEE C-101 3 5+10 LEFT 14.53 CENTER OF 12" X 12" X 6" TEE C-101 4 5+35 LEFT 14.47 CENTER OF 12" X 12" X 6" TEE C-102 5 8+04 LEFT 13.76 CENTER OF 12" X 12" X 6" TEE C-102 6 9+69 LEFT 13.31 CENTER OF 12" X 12" X 6" TEE C-102 7 11+44 LEFT 12.85 CENTER OF 12" X 12" X 6" TEE C-103 8 12+10 LEFT 13.80 CENTER OF 12" X 12" X 6" TEE C-103 9 13+07 LEFT 8.87 CENTER OF 12" X 12" X 12" TEE C-103 10 13+07 LEFT 15.44 CENTER OF 12" X 12" X 12" TEE C-109 11 13+07 LEFT 44.40 CENTER OF 12" X 12" X 6" TEE C-103 12 15+43 LEFT 15.11 CENTER OF 12" X 12" X 6" TEE C-103 13 15+77 LEFT 15.07 CENTER OF 12" X 12" X 6" TEE C-109 14 13+15 RIGHT 36.98 CENTER OF 12" X 12" X 6" TEE C-110 15 18+03 LEFT 44.02 CENTER OF 12" X 12" X 6" TEE C-104 16 18+03 LEFT 14.96 CENTER OF 12" X 12" X 12" TEE C-104 17 18+15 LEFT 14.80 CENTER OF 12" X 12" X 6" TEE C-104 18 20+42 LEFT 14.53 CENTER OF 12" X 12" CROSS C-107 19 53+21 LEFT 1.40 CENTER OF 12" X 12" X 6" TEE C-107 20 52+31 LEFT 5.35 CENTER OF 12" X 12" X 6" TEE C-105 21 22+40 LEFT 14.50 CENTER OF 12" X 12" CROSS C-108 22 102+83 RIGHT 8.40 CENTER OF 12" X 12" X 6" TEE C-105 23 23+25 LEFT 13.98 CENTER OF 12" X 12" X 6" TEE C-105 24 25+01 LEFT 14.00 CENTER OF 12" X 12" CROSS C-110 25 25+01 LEFT 45.82 CENTER OF 12" X 12" X 6" TEE C-106 26 27+00 LEFT 17.87 CENTER OF 12" X 12" X 6" TEE C-106 27 27+23 LEFT 19.95 CENTER OF 12" X 12" X 6" TEE C-111 28 27+64 RIGHT 23.63 CENTER OF 6" X 6" X 6" TEE C-111 29 27+22 LEFT 34.24 CENTER OF 6" X 6" X 6" TEE C-110 30 25+01 RIGHT 34.40 CENTER OF 12" X 12" X 6" TEE SEWER MANHOLE DWG. NO.STATION OFFSET DESCRIPTION C-101 4+75 LEFT 2.50 CENTER OF SMH #100 C-102 10+63 LEFT 0.07 CENTER OF SMH #101 C-103 13+15 RIGHT 0.01 CENTER OF SMH #102 C-103 15+58 RIGHT 0.13 CENTER OF SMH #103 C-104 17+99 RIGHT 0.02 CENTER OF SMH #104 C-104 20+29 LEFT 0.03 CENTER OF SMH #105 C-105 22+53 RIGHT 0.05 CENTER OF SMH #106 C-105 24+91 RIGHT 0.05 CENTER OF SMH #107 C-105 25+21 RIGHT 0.04 CENTER MAINLINE CLEANOUT C-106 27+53 RIGHT 14.35 CENTER OF SMH #108 C-107 51+10 RIGHT 7.25 CENTER OF SMH #61 AIR VALVE DWG. NO.NO.STATION OFFSET DESCRIPTION C-101 1 4+40 LEFT 32.02 CENTER OF AIR VALVE BOX C-105 2 22+80 LEFT 31.18 CENTER OF AIR VALVE BOX C-109 3 5+05 RIGHT 38.8 CENTER OF AIR VALVE BOX C-111 4 27+34 RIGHT 34.91 CENTER OF AIR VALVE BOX 3/ 6 / 2 0 2 0 CO N F O R M S E T Page 95 of 292 EL E V A T I O N EL E V A T I O N 610 615 620 625 610 615 620 625 2+50 3+00 4+00 5+00 6+00 7+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 EG AT CL ALIGNMENT 10 " I N N , I N V = 6 1 2 . 0 4 10 " O U T S , I N V = 6 1 1 . 9 4 (N ) S S M H # 1 0 0 RI M E L = 6 1 8 . 9 9 ST A = 4 + 8 2 (E ) S S M H # 5 9 6 (E ) 2 " G A S ( B L K S T L ) (N ) 6 " F H (N ) 6 " F H (E) 10" SS (VC) 223 LF OF 10" SS @ S = 0 . 0 0 8 5 ( S T A 4 + 7 7 T O S T A 7 + 0 0 ) 164 LF (N) 12" W (E ) 6 " W A T E R ( A C ) (D E P T H U N K ) 23 LF (N) 12" W B5 B6 PH2 PH1 SSMH #596 3+00 4+00 5+00 6+00 7+00S3+00 4+00 5+00 6+00 7+00 10" SSS RESTRAINED PIPE STA 40+62 TO STA 50+12 20 2 0 - 0 3 - 0 6 9: 5 0 A M LH E R N A N D E Z N: \ U S \ S A N T A R O S A \ P R O J E C T S \ 5 6 1 \ 1 1 1 9 1 7 0 5 \ D I G I T A L _ D E S I G N \ A C A D 2 0 1 8 \ U K I A H U T I L I T I E S P R O J E C T \ S H E E T S \ 1 1 1 9 1 7 0 5 ( U S E T ) _ C - 1 0 1 - 1 0 8 . D W G SHEET DRWN: PROJ NO: 0 1" BA R I S O N E I N C H O N OR I G I N A L D R A W I N G OF DE S C R I P T I O N DA T E MA R K IS S U E CHKD: RE U S E O F D O C U M E N T S 22 3 5 M e r c u r y W a y , S u i t e 1 5 0 Sa n t a R o s a , C a l i f o r n i a 9 5 4 0 7 , U S A T 1 7 0 7 5 2 3 1 0 1 0 F 1 7 0 7 5 2 7 8 6 7 9 W ww w . g h d . c o m GH D I n c . Th i s do c u m e n t an d th e id e a s an d de s i g n s in c o r p o r a t e d he r e i n , as an in s t r u m e n t of pr o f e s s i o n a l se r v i c e , is th e pr o p e r t y of GH D an d sh a l l no t be re u s e d in wh o l e or in pa r t fo r an y ot h e r pr o j e c t wi t h o u t GH D ' s wr i t t e n au t h o r i z a t i o n . © 20 2 0 G H D 11191705 CI T Y O F U K I A H DO W N T O W N W A T E R & S A N I T A R Y SE W E R R E P L A C E M E N T P R O J E C T 22 C6 8 3 0 4 9/ 3 0 / 2 1 No . Ex p . REGISTERE D P R O F E SSIONAL E N G I N E E R STATE OF C A L I F O R N IA C I V I L MATTH E W G L EN K E N N E D Y ST A 7 + 0 0 M A T C H L I N E S E E D W G C - 1 0 2 C-101 7 PL A N & P R O F I L E ST A T E S T R E E T S T A . 3 + 0 0 - S T A . 7 + 0 0 CP JS N 0 40'20'10' UTILITY PLAN STATE STREET SCALE: 1" = 20' STATE ST EA S T M I L L S T S1 S5(N) SSMH #100 S1.PROVIDE (N) 48" SANITARY MANHOLE PER CITY STD 201. S2.PROVIDE (N) 10" SDR 26 PVC SEWER MAIN. S4.CONNECT TO (E) SEWER MAIN WITH COUPLING. CONTRACTOR TO LOCATE (E) SEWER IN FIELD AND MATCH (E) GRADES. S5.REMOVE (E) SANITARY SEWER MANHOLE. S6.REMOVE (E) SANITARY SEWER MAIN. S8.PROVIDE (N) 4" PVC SANITARY SEWER LATERAL PER CITY STD 213 REMOVE OR ABANDON (E) LATERAL. S9.PROVIDE (N) SS CLEANOUT. SEE DETAIL 2 ON DRAWING C-502. S12.LOCATE AND CONNECT (E) SEWER LATERAL 1' FROM PROPERTY BOUNDARY PER SECTION 77 OF THE SPECIAL PROVISIONS PRIOR TO INSTALLING WYE FOR (N) LATERAL. R2.PROTECT (E) MONUMENT. W1.ABANDON (E) WATER MAIN. REMOVE WHERE IN CONFLICT WITH THE (N) WATER MAIN. FILL WITH CONTROLLED LOW STRENGTH MATERIAL WHERE (E) WATER IS LOCATED UNDER BUILDINGS AND ROADWAYS. REMOVE (E) VALVES. W3.PROVIDE (N) 6" WATER MAIN. W6.PROVIDE (N) 12" WATER MAIN. W7.PROVIDE (N) 12" GATE VALVE PER CITY STD 307. W9.REMOVE (E) FIRE HYDRANT AND VALVE. W10.PROVIDE (N) FIRE HYDRANT AND LATERAL PER DETAIL 1 ON DRAWING C-503. MAINTAIN MINIMUM 3' CLEARANCE FROM (N) HYDRANT TO OTHER ABOVE GRADE OBSTRUCTIONS. W12.PROVIDE (N) 22.5° BEND. W13.PROVIDE (N) 45° BEND. W16.PROVIDE (N) 12" X 12" X 6" TEE. W20.PROVIDE SINGLE WATER SERVICE LATERAL PER CITY STD 301. W22.PROVIDE (N) 12" TO 6" REDUCER. W24.PROVIDE (N) 12" X 12" CROSS. W31.UPON SATISFACTORY COMPLETION OF NEW WATER MAIN TESTING, REMOVE EXISTING BLOCK AND ELBOW MAKE 6" OR 12" TIE-IN AS SINGLE OPERATION UNDER AUTHORIZED CITY INSPECTION. W32.INSTALL TEMPORARY BLOWOFF. SEE DETAIL 2 ON DRAWING C-503. W34.LOCATE AND CONNECT TO (E) SERVICE 1' FROM PROPERTY BOUNDARY. SHEET KEYNOTES SHEET GENERAL NOTES 1.LOCATION OF EXISTING UTILITIES, STRUCTURES AND OBSTACLES ARE APPROXIMATE IN PLAN AND PROFILE AND BASED ON BEST AVAILABLE INFORMATION. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE TO LOCATE ALL EXISTING UTILITIES TO SUCCESSFULLY COMPLETE THIS PROJECT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2.CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (USA) AT (800) 227-2600 OR 811 A MINIMUM OF TWO WORKING DAYS PRIOR TO ANY EXCAVATION OR PLANNED WORK OPERATIONS FOR MARK OUTS OF EXISTING UNDERGROUND FACILITIES. 3.CONTRACTOR IS ADVISED OF THE PRESENCE OF SHALLOW STORM DRAINS THROUGHOUT THE PROJECT AREA. STORM DRAINS SHALL BE PROTECTED IN PLACE DURING ALL CONTRACTOR WORK. 4.CONTRACTOR SHALL UNDERTAKE CCTV INSPECTION OF THE EXISTING SANITARY SEWER MAIN AND CONFIRM THE LOCATION OF ALL LIVE SANITARY SEWER LATERALS PRIOR TO CONSTRUCTION. 5.NOT ALL EXISTING UTILITIES ARE SHOWN ON PROFILE. REFER TO PLAN AND POTHOLE INFORMATION FOR APPROXIMATE LOCATION AND DEPTH OF (E) UTILITIES. 6.DO NOT EXCEED 80% OF THE MAX ALLOWABLE DEFLECTION AT PUSH-ON AND MECHANICAL JOINTS. MAX DEFLECTION AT PUSH-ON JOINTS IS 0.80°; MAX DEFLECTION AT MECHANICAL JOINTS AND COUPLINGS IS 4° OR AS PER MANUFACTURER'S REQUIREMENTS. 7.SEE G-006 FOR NUMBERED SS CLEANOUTS, FIRE HYDRANTS, WATER METERS, ARV AND TEES UTILITY STATION AND OFFSET INFORMATION. 8.CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS IN THE HORIZONTAL ALIGNMENTS OF CONDUITS AS NECESSARY TO ACHIEVE 3' HORIZONTAL AND 6" VERTICAL CLEARANCE TO ADJACENT WATER AND SEWER MAINS AND SERVICE LATERALS. 9.CONCRETE THRUST BLOCKS SHALL BE INSTALLED AT ALL LOCATIONS PER CITY STD 312. CONCRETE THRUST BLOCKS SHALL BE INSTALLED IN ADDITION TO RESTRAINED PIPE WHERE LOCATED AT OR NEAR A PIPE LOWERING/PIPE RAISING LOCATION. W13 W10 W6 W3 W10 W9 W16 W16 W22 (TYP) (TYP) W24 W31 W32 W1 (TYP) R/W (TYP) R2 S4 DO W N T O W N W A T E R A N D S A N I T A R Y S E W E R R E P L A C E M E N T P R O J E C T SP E C N O . 2 0 1 9 - 1 7 (TYP) W34 UTILITY PROFILE STATE STREET SCALE: HORIZONTAL: 1"=20' VERTICAL: 1"=2' (TYP) W35 W16W16 W7 W1 3' M I N I M U M 6" M I N W22 SEE SHEET C-109 FOR MILL STREET PLAN & PROFILE 1 2 3 2 1 2 4 5 3 4 1 W E S T M I L L S T S1 S5 W10 W10 1 3 4 W7 W12 W12 W13 W24 HORIZ. (N ) T R E N C H ' S E C T I O N S ' UK I A H U N D E R G R O U N D P R O J . (U N D E R W A T E R , O V E R S E W E R , AN D M I N 6 " C L E A R A N C E ) APPROXIMATE TOP AND BOTTOM EXTENTS OF (N) UNDERGROUND PROJECT TRENCH. REFER TO UKIAH UNDERGROUND PROJECT DRAWINGS FOR TRENCH DETAILS AND ALIGNMENT LOCATION. (N ) T R E N C H ' S E C T I O N N ' UK I A H U N D E R G R O U N D P R O J . (U N D E R W A T E R , O V E R S E W E R MI N 6 " V E R T I C A L C L E A R A N C E ) (N) CATV, (N) ATT AND (N) ELEC. TRENCH LAYOUT. SEE " STATE ST - CLAY TO MILL UNDERGROUND PROJECT" FOR TRENCH DETAILS AND ALIGNMENT LOCATIONS 12" WATER C900 PVC 10" SEWER PVC SDR 26 (E) 6" W (PVC) (DEPTH UNK) S8 W32 W35 (TYP)S9 W7 S12W20 S6 S2 CONCRETE BELOW PAVEMENT CONCRETE BELOW PAVEMENT 6" WATER DIP W35.REMOVE (E) GATE VALVE AND CONNECT TO (E) CI, PVC OR DI PIPE WITH MECHANICAL JOINT SOLID SLEEVE. W38.PROVIDE (N) AIR RELIEF VALVE PER DETAIL 1/C-504. W38 12" WATER DIP NOTE: CONTRACTOR TO LOCATE AND EXPOSE EXISTING WATER AND SEWER PIPE PRIOR TO CONSTRUCTION W38 1 3/ 6 / 2 0 2 0 CO N F O R M S E T Page 96 of 292 SSMH #546 7+00 8+00 9+00 10+00 11+00 10" SS S 8 " S S 8 " S S 7+00 8+00 9+00 10+00 11+00 S EL E V A T I O N EL E V A T I O N 610 615 620 625 630 610 615 620 625 630 7+00 8+00 9+00 10+00 11+00 11+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 EG AT CL ALIGNMENT 10 " I N N , I N V = 6 1 7 . 0 3 8" I N W , I N V = 6 1 7 . 0 3 10 " O U T S , I N V = 6 1 7 . 0 2 (N ) S S M H # 1 0 1 RI M E L = 6 2 2 . 1 7 588 LF OF 10" SS @ S = 0 . 0 0 8 5 ST A = 1 0 + 5 1 (E ) S S M H # 2 4 6 (N ) 6 " F H (N ) 6 " F H (N ) 6 " F H STA 8+65 0.5° DEFLECTION (E ) 1 5 " S T O R M D R A I N STA 10+63 0.3° DEFLECTION 166 LF (N) 12" W103 LF (N) 12" W 86 LF OF 10" SS @ S = 0 . 0 0 8 6 (STA 10+65 TO STA 11+5 0 ) 171 LF (N) 12" W 362 LF OF 10" SS @ S = 0 . 0 0 8 5 (STA 7+00 TO STA 10+60 ) 20 2 0 - 0 3 - 0 6 9: 5 0 A M LH E R N A N D E Z N: \ U S \ S A N T A R O S A \ P R O J E C T S \ 5 6 1 \ 1 1 1 9 1 7 0 5 \ D I G I T A L _ D E S I G N \ A C A D 2 0 1 8 \ U K I A H U T I L I T I E S P R O J E C T \ S H E E T S \ 1 1 1 9 1 7 0 5 ( U S E T ) _ C - 1 0 1 - 1 0 8 . D W G SHEET DRWN: PROJ NO: 0 1" BA R I S O N E I N C H O N OR I G I N A L D R A W I N G OF DE S C R I P T I O N DA T E MA R K IS S U E CHKD: RE U S E O F D O C U M E N T S 22 3 5 M e r c u r y W a y , S u i t e 1 5 0 Sa n t a R o s a , C a l i f o r n i a 9 5 4 0 7 , U S A T 1 7 0 7 5 2 3 1 0 1 0 F 1 7 0 7 5 2 7 8 6 7 9 W ww w . g h d . c o m GH D I n c . Th i s do c u m e n t an d th e id e a s an d de s i g n s in c o r p o r a t e d he r e i n , as an in s t r u m e n t of pr o f e s s i o n a l se r v i c e , is th e pr o p e r t y of GH D an d sh a l l no t be re u s e d in wh o l e or in pa r t fo r an y ot h e r pr o j e c t wi t h o u t GH D ' s wr i t t e n au t h o r i z a t i o n . © 20 2 0 G H D 11191705 CI T Y O F U K I A H DO W N T O W N W A T E R & S A N I T A R Y SE W E R R E P L A C E M E N T P R O J E C T 22 C6 8 3 0 4 9/ 3 0 / 2 1 No . Ex p . REGISTERE D P R O F E SSIONAL E N G I N E E R STATE OF C A L I F O R N IA C I V I L MATTH E W G L EN K E N N E D Y C-102 8 PL A N & P R O F I L E ST A T E S T R E E T S T A . 7 + 0 0 - S T A . 1 1 + 5 0 CP JS N 0 40'20'10' ST A 1 1 + 5 0 M A T C H L I N E S E E D W G C - 1 0 3 ST A 7 + 0 0 M A T C H L I N E S E E D W G C - 1 0 1 STATE ST S E M I N A R Y A V E UTILITY PLAN STATE STREET SCALE: 1" = 20' S5 S7 S1 S4 S3 R1 S1.PROVIDE (N) 48" SANITARY MANHOLE PER CITY STD 201. S2.PROVIDE (N) 10" SDR 26 PVC SEWER MAIN. S3.PROVIDE (N) 8" SDR 26 PVC SEWER MAIN. S4.CONNECT TO (E) SEWER MAIN WITH COUPLING. CONTRACTOR TO LOCATE (E) SEWER IN FIELD AND MATCH (E) GRADES S5.REMOVE (E) SANITARY SEWER MANHOLE S6.REMOVE (E) SANITARY SEWER MAIN S7.ABANDON (E) SANITARY SEWER MAIN. FILL WITH CONTROLLED LOW STRENGTH MATERIAL. S8.PROVIDE (N) 4" PVC SANITARY SEWER LATERAL PER CITY STD 213 AND REMOVE OR ABANDON (E) LATERAL. S9.PROVIDE (N) SS CLEANOUT. SEE DETAIL 2 ON DRAWING C-502. S12.LOCATE AND CONNECT (E) SEWER LATERAL 1' FROM PROPERTY BOUNDARY PER SECTION 77 OF THE SPECIAL PROVISIONS PRIOR TO INSTALLING WYE FOR (N) LATERAL. R1.DEMOLISH (E) MONUMENT AND RETURN TO CITY OF UKIAH CORPORATION YARD. W1.ABANDON (E) WATER MAIN. REMOVE WHERE IN CONFLICT WITH THE (N) WATER MAIN. FILL WITH CONTROLLED LOW STRENGTH MATERIAL WHERE (E) WATER IS LOCATED UNDER BUILDINGS AND ROADWAYS. REMOVE (E) VALVES. W6.PROVIDE (N) 12" WATER MAIN. W9.REMOVE (E) FIRE HYDRANT AND VALVE. W10.PROVIDE (N) FIRE HYDRANT AND LATERAL PER DETAIL 1 ON DRAWING C-503. MAINTAIN MINIMUM 3' CLEARANCE FROM (N) HYDRANT TO OTHER ABOVE GRADE OBSTRUCTIONS W16.PROVIDE (N) 12" X 12" X 6" TEE. W20.PROVIDE SINGLE WATER SERVICE LATERAL PER CITY STD 301. W33.PROVIDE 1" WATER SERVICE LATERAL AND CONNECT TO (E) WATER SERVICE LATERAL. W34.LOCATE AND CONNECT TO (E) SERVICE 1' FROM PROPERTY BOUNDARY. SHEET KEYNOTES SHEET GENERAL NOTES (N) SSMH #101 S6 (TYP) (TYP)W9 W6 W9 W10 1.LOCATION OF EXISTING UTILITIES, STRUCTURES AND OBSTACLES ARE APPROXIMATE IN PLAN AND PROFILE AND BASED ON BEST AVAILABLE INFORMATION. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE TO LOCATE ALL EXISTING UTILITIES TO SUCCESSFULLY COMPLETE THIS PROJECT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2.CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (USA) AT (800) 227-2600 OR 811 A MINIMUM OF TWO WORKING DAYS PRIOR TO ANY EXCAVATION OR PLANNED WORK OPERATIONS FOR MARK OUTS OF EXISTING UNDERGROUND FACILITIES. 3.CONTRACTOR IS ADVISED OF THE PRESENCE OF SHALLOW STORM DRAINS THROUGHOUT THE PROJECT AREA. STORM DRAINS SHALL BE PROTECTED IN PLACE DURING ALL CONTRACTOR WORK. 4.CONTRACTOR SHALL UNDERTAKE CCTV INSPECTION OF THE EXISTING SANITARY SEWER MAIN AND CONFIRM THE LOCATION OF ALL LIVE SANITARY SEWER LATERALS PRIOR TO CONSTRUCTION. 5.NOT ALL EXISTING UTILITIES ARE SHOWN ON PROFILE. REFER TO PLAN AND POTHOLE INFORMATION FOR APPROXIMATE LOCATION AND DEPTH OF (E) UTILITIES. 6.DO NOT EXCEED 80% OF THE MAX ALLOWABLE DEFLECTION AT PUSH-ON AND MECHANICAL JOINTS. MAX DEFLECTION AT PUSH-ON JOINTS IS 0.80°; MAX DEFLECTION AT MECHANICAL JOINTS AND COUPLINGS IS 4° OR AS PER MANUFACTURER'S REQUIREMENTS. 7.SEE G-006 FOR NUMBERED SS CLEANOUTS, FIRE HYDRANTS, WATER METERS, AND TEES UTILITY STATION AND OFFSET INFORMATION. 8.CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS IN THE HORIZONTAL ALIGNMENTS OF CONDUITS AS NECESSARY TO ACHIEVE 3' HORIZONTAL AND 6" VERTICAL CLEARANCE TO ADJACENT WATER AND SEWER MAINS AND SERVICE LATERALS. 9.CONCRETE THRUST BLOCKS SHALL BE INSTALLED AT ALL LOCATIONS PER CITY STD 312. CONCRETE THRUST BLOCKS SHALL BE INSTALLED IN ADDITION TO RESTRAINED PIPE WHERE LOCATED AT OR NEAR A PIPE LOWERING/PIPE RAISING LOCATION. (TYP) W10 W16 W10 W16 W16 (TYP) R/W (TYP) W20 S8 S9 W1 DO W N T O W N W A T E R A N D S A N I T A R Y S E W E R R E P L A C E M E N T P R O J E C T SP E C N O . 2 0 1 9 - 1 7 UTILITY PROFILE STATE STREET SCALE: HORIZONTAL: 1"=20' VERTICAL: 1"=2' (TYP)S12 (TYP)W34 W16 W16 W16 W33 3' M I N I M U M W10 3 5 4 6 5 7 8 9 10 11 12 13 14 15 16 6 7 8 9 10 11 12 77 13 W10 S5 S1 W10 5 6 7 4" MI N (N ) T R E N C H ' S E C T I O N J ' UK I A H U N D E R G R O U N D P R O J . (U N D E R W A T E R , O V E R S E W E R MI N 6 " V E R T I C A L C L E A R A N C E ) (N ) T R E N C H ' S E C T I O N F ' UK I A H U N D E R G R O U N D P R O J . (U N D E R W A T E R , O V E R S E W E R MI N 6 " V E R T I C A L C L E A R A N C E ) (N ) T R E N C H ' S E C T I O N B ' UK I A H U N D E R G R O U N D P R O J . (U N D E R W A T E R , O V E R S E W E R MI N 6 " V E R T I C A L C L E A R A N C E ) 12" WATER C900 PVC 10" SEWER PVC SDR 26 6" MI N CONTRACTOR TO FIELD LOCATE (E) SD S6 S2 S6 S2 CONCRETE BELOW PAVEMENT (N) CATV, (N) ATT AND (N) ELEC. TRENCH LAYOUT. SEE " STATE ST - CLAY TO MILL UNDERGROUND PROJECT" FOR TRENCH DETAILS AND ALIGNMENT LOCATIONS APPROXIMATE TOP AND BOTTOM EXTENTS OF (N) UNDERGROUND PROJECT TRENCH. REFER TO UKIAH UNDERGROUND PROJECT DRAWINGS FOR TRENCH DETAILS AND ALIGNMENT LOCATION. CONTRACTOR SHALL PROTECT (E) SD DURING CONSTRUCTION BACKFILL WITH CLSM 2-FT (MIN) EITHER SIDE OF STORM DRAIN. PROVIDE 1-20' LENGTH OF PVC DR14 PIPE CENTERED UNDER SD. 3/ 6 / 2 0 2 0 CO N F O R M S E T Page 97 of 292 G3 B4 PH4 PH3 PH5 12+00 13+00 14+00 15+00 16+00 SSMH #547 SSMH #548 S 10" SS S 8 " S S 10" SS 8 " S S S 12+00 13+00 14+00 15+00 16+00 S EL E V A T I O N EL E V A T I O N 615 620 625 630 635 615 620 625 630 635 11+50 12+00 13+00 14+00 15+00 16+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 EG AT CL ALIGNMENT 10 " I N N , I N V = 6 1 9 . 3 0 8" I N W , I N V = 6 1 9 . 3 0 10 " O U T S , I N V = 6 1 9 . 2 0 (N ) S S M H # 1 0 2 RI M E L = 6 2 4 . 7 4 243 LF OF 10" SS @ S = 0 . 0 0 8 6 (MH #103 TO MH #102) 252 LF OF 10" SS @ S = 0 . 0 0 8 6 (MH #102 TO MH #101) ST A = 1 3 + 0 5 (E ) S S M H # 5 4 7 ST A = 1 5 + 4 4 (E ) S S M H # 5 4 8 (E ) 4 " C O M M U N I C A T I O N ( A C ) (E ) 4 " G A S ( G R E Y P L A S T I C ) 10 " I N N , I N V = 6 2 1 . 5 0 8" I N W , I N V = 6 2 1 . 5 0 10 " O U T S , I N V = 6 2 1 . 4 0 (N ) S S M H # 1 0 3 RI M E L = 6 2 8 . 3 2 (N ) 6 " F H (N ) 6 " F H (E ) 8 " W A T E R ( A C ) (D E P T H U N K ) STA 13+01 0.5° DEFLECTION 60 LF (N) 12" W 85 LF (N) 12" W STA 13+25 0.6° DEFLECTION 33 LF (N) 12" W 23 LF (N) 12" W STA 13+49 0.5° DEFLECTION 233 LF (N) 12" W E A S T C L A Y S T W E S T C L A Y S T 20 2 0 - 0 3 - 0 6 9: 5 0 A M LH E R N A N D E Z N: \ U S \ S A N T A R O S A \ P R O J E C T S \ 5 6 1 \ 1 1 1 9 1 7 0 5 \ D I G I T A L _ D E S I G N \ A C A D 2 0 1 8 \ U K I A H U T I L I T I E S P R O J E C T \ S H E E T S \ 1 1 1 9 1 7 0 5 ( U S E T ) _ C - 1 0 1 - 1 0 8 . D W G SHEET DRWN: PROJ NO: 0 1" BA R I S O N E I N C H O N OR I G I N A L D R A W I N G OF DE S C R I P T I O N DA T E MA R K IS S U E CHKD: RE U S E O F D O C U M E N T S 22 3 5 M e r c u r y W a y , S u i t e 1 5 0 Sa n t a R o s a , C a l i f o r n i a 9 5 4 0 7 , U S A T 1 7 0 7 5 2 3 1 0 1 0 F 1 7 0 7 5 2 7 8 6 7 9 W ww w . g h d . c o m GH D I n c . Th i s do c u m e n t an d th e id e a s an d de s i g n s in c o r p o r a t e d he r e i n , as an in s t r u m e n t of pr o f e s s i o n a l se r v i c e , is th e pr o p e r t y of GH D an d sh a l l no t be re u s e d in wh o l e or in pa r t fo r an y ot h e r pr o j e c t wi t h o u t GH D ' s wr i t t e n au t h o r i z a t i o n . © 20 2 0 G H D 11191705 CI T Y O F U K I A H DO W N T O W N W A T E R & S A N I T A R Y SE W E R R E P L A C E M E N T P R O J E C T 22 C6 8 3 0 4 9/ 3 0 / 2 1 No . Ex p . REGISTERE D P R O F E SSIONAL E N G I N E E R STATE OF C A L I F O R N IA C I V I L MATTH E W G L EN K E N N E D Y S T A 1 6 + 0 0 M A T C H L I N E S E E D W G - 1 0 4 C-103 9 PL A N & P R O F I L E ST A T E S T R E E T S T A . 1 1 + 5 0 - S T A . 1 6 + 0 0 CP JS ST A 1 1 + 5 0 M A T C H L I N E S E E D W G C - 1 0 2 N040'20'10' STATE ST E S T E P H E N S O N S T UTILITY PLAN STATE STREET SCALE: 1" = 20' (N) SSMH #103 S7 S3 S5 S1 R1 S4 S5 R1 S7 S1 S4 (N) SSMH #102 SHEET KEYNOTES SHEET GENERAL NOTES S1.PROVIDE (N) 48" SANITARY MANHOLE PER CITY STD 201. S2.PROVIDE (N) 10" SDR 26 PVC SEWER MAIN. S3.PROVIDE (N) 8" SDR 26 PVC SEWER MAIN. S4.CONNECT TO (E) SEWER MAIN WITH COUPLING. CONTRACTOR TO LOCATE (E) SEWER IN FIELD AND MATCH (E) GRADES S5.REMOVE (E) SANITARY SEWER MANHOLE S6.REMOVE (E) SANITARY SEWER MAIN S7.ABANDON (E) SANITARY SEWER MAIN. FILL WITH CONTROLLED LOW STRENGTH MATERIAL. S8.PROVIDE (N) 4" PVC SANITARY SEWER LATERAL PER CITY STD 213 AND REMOVE OR ABANDON (E) LATERAL. S9.PROVIDE (N) SS CLEANOUT. SEE DETAIL 2 ON DRAWING C-502. S12.LOCATE AND CONNECT (E) SEWER LATERAL 1' FROM PROPERTY BOUNDARY PER SECTION 77 OF THE SPECIAL PROVISIONS PRIOR TO INSTALLING WYE FOR (N) LATERAL. R1.DEMOLISH (E) MONUMENT AND RETURN TO CITY OF UKIAH CORPORATION YARD. W1.ABANDON (E) WATER MAIN. REMOVE WHERE IN CONFLICT WITH THE (N) WATER MAIN. FILL WITH CONTROLLED LOW STRENGTH MATERIALN WHERE (E) WATER IS LOCATED UNDER BUILDINGS AND ROADWAYS. REMOVE (E) VALVES. W3.PROVIDE (N) 6" WATER MAIN. W6.PROVIDE (N) 12" WATER MAIN. W7.PROVIDE (N) 12" GATE VALVE PER CITY STD 307. W9.REMOVE (E) FIRE HYDRANT AND VALVE. W10.PROVIDE (N) FIRE HYDRANT AND LATERAL PER DETAIL 1 ON DRAWING C-503. MAINTAIN MINIMUM 3' CLEARANCE FROM (N) HYDRANT TO OTHER ABOVE GRADE OBSTRUCTIONS. W16.PROVIDE (N) 12" X 12"X 6" TEE. W20.PROVIDE SINGLE WATER SERVICE LATERAL PER CITY STD 301. W23.REMOVE (E) GATE VALVE AND CONNECT TO (E) AC PIPE WITH "WIDE RANGE STYLE COUPLING. W26.PROVIDE (N) 12" X 12" X 12" TEE. W34.LOCATE AND CONNECT TO (E) SERVICE 1' FROM PROPERTY BOUNDARY. W36.PROVIDE 1” WATER METER WITH 2” SERVICE LINE FOR IRRIGATION. W37.PROVIDE (N) WILKINS 975 XL, FEBCO 825 Y BACKFLOW PREVENTER OR APPROVED EQUIVALENT. REMOVE (E) HEDGE FOR BACKFLOW PREVENTER INSTALLATION S3 S8 (TYP) S9 (TYP) W9 W6 W10 W10 W9 1.LOCATION OF EXISTING UTILITIES, STRUCTURES AND OBSTACLES ARE APPROXIMATE IN PLAN AND PROFILE AND BASED ON BEST AVAILABLE INFORMATION. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE TO LOCATE ALL EXISTING UTILITIES TO SUCCESSFULLY COMPLETE THIS PROJECT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2.CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (USA) AT (800) 227-2600 OR 811 A MINIMUM OF TWO WORKING DAYS PRIOR TO ANY EXCAVATION OR PLANNED WORK OPERATIONS FOR MARK OUTS OF EXISTING UNDERGROUND FACILITIES. 3.CONTRACTOR IS ADVISED OF THE PRESENCE OF SHALLOW STORM DRAINS THROUGHOUT THE PROJECT AREA. STORM DRAINS SHALL BE PROTECTED IN PLACE DURING ALL CONTRACTOR WORK. 4.CONTRACTOR SHALL UNDERTAKE CCTV INSPECTION OF THE EXISTING SANITARY SEWER MAIN AND CONFIRM THE LOCATION OF ALL LIVE SANITARY SEWER LATERALS PRIOR TO CONSTRUCTION. 5.NOT ALL EXISTING UTILITIES ARE SHOWN ON PROFILE. REFER TO PLAN AND POTHOLE INFORMATION FOR APPROXIMATE LOCATION AND DEPTH OF (E) UTILITIES. 6.DO NOT EXCEED 80% OF THE MAX ALLOWABLE DEFLECTION AT PUSH-ON AND MECHANICAL JOINTS. MAX DEFLECTION AT PUSH-ON JOINTS IS 0.80°; MAX DEFLECTION AT MECHANICAL JOINTS AND COUPLINGS IS 4° OR AS PER MANUFACTURER'S REQUIREMENTS. 7.SEE G-006 FOR NUMBERED SS CLEANOUTS, FIRE HYDRANTS, WATER METERS, AND TEES UTILITY STATION AND OFFSET INFORMATION. 8.CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS IN THE HORIZONTAL ALIGNMENTS OF CONDUITS AS NECESSARY TO ACHIEVE 3' HORIZONTAL AND 6" VERTICAL CLEARANCE TO ADJACENT WATER AND SEWER MAINS AND SERVICE LATERALS. 9.CONCRETE THRUST BLOCKS SHALL BE INSTALLED AT ALL LOCATIONS PER CITY STD 312. CONCRETE THRUST BLOCKS SHALL BE INSTALLED IN ADDITION TO RESTRAINED PIPE WHERE LOCATED AT OR NEAR A PIPE LOWERING/PIPE RAISING LOCATION. W16 W16 (TYP) R/W (TYP) W23 W1 0.8° HORIZ. DEFLECTION STA = 11+53 LEFT OFFSET = 12.92 DO W N T O W N W A T E R A N D S A N I T A R Y S E W E R R E P L A C E M E N T P R O J E C T SP E C N O . 2 0 1 9 - 1 7 W16 W20 (TYP) 3.0° HORIZ. DEFLECTION STA = 12+46 LEFT OFFSET = 11.42 UTILITY PROFILE STATE STREET SCALE: HORIZONTAL: 1"=20' VERTICAL: 1"=2' W16 W7 W16 (TYP) (TYP)W34 (TYP)S12 6" MI N 3' M I N I M U M W37 W36 SEE SHEET C-109 FOR CLAY STREET PLAN & PROFILE 8 9 17 15 14 16 17 18 25 23 22 2120 19 18 19 20 S5 S1 W1 W10 S5 S1 W10 W3 8 12 13 W26 6" MI N W16 12" WATER C900 PVC 10" SEWER PVC SDR 26 24 W20 W26 S6 S2 S6 S2 S6 S2 3x UST #5: 111 S. STATE ST 3 FT DEEP POSSIBLE UST ON W. STEPHENSON ST WITH DEPTHS OF 2.6 FT AND 1 FT CONCRETE BELOW PAVEMENT (N) CATV, (N) ATT AND (N) ELEC. TRENCH LAYOUT. SEE " STATE ST - CLAY TO MILL UNDERGROUND PROJECT" FOR TRENCH DETAILS AND ALIGNMENT LOCATIONS APPROXIMATE TOP AND BOTTOM EXTENTS OF (N) UNDERGROUND PROJECT TRENCH. REFER TO UKIAH UNDERGROUND PROJECT DRAWINGS FOR TRENCH DETAILS AND ALIGNMENT LOCATION. 2.3° HORIZ. DEFLECTION STA = 12+59 LEFT OFFSET = 11.91 109 W7 W7 3/ 6 / 2 0 2 0 CO N F O R M S E T Page 98 of 292 PH7 PH8 PH9 PH11 PH10 PH12 PH6 G2 SSMH #537 SSMH #538 16+00 17+00 18+00 19+00 20+00 21+00 52 + 0 0 5 3 + 0 0 52 + 0 0 5 3 + 0 0 S10" SS S10" SS 16+00 17+00 18+00 19+00 20+00 21+00 10" SSSS 8" S S EL E V A T I O N EL E V A T I O N 620 625 630 635 640 620 625 630 635 640 16+00 17+00 18+00 19+00 20+00 21+00 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 EG AT CL ALIGNMENT 241 LF OF 10" SS @ S = 0 . 0 0 8 7 (MH #104 TO MH #103) ST A = 1 7 + 8 4 (E ) S S M H # 5 3 7 10 " I N N , I N V = 6 2 5 . 5 5 8" I N W , I N V = 6 2 5 . 5 5 10 " O U T S , I N V = 6 2 5 . 4 5 (N ) S S M H # 1 0 5 RI M E L = 6 3 3 . 8 8 ST A = 2 0 + 1 6 (E ) S S M H # 1 0 5 (E ) 3 / 4 " G A S ( Y E L L O W P L A S T I C ) (E ) 2 " G A S ( B L K S T L ) (E ) 3 / 4 " G A S ( B L K S T L ) (E ) 4 " B L K S T L (E ) 3 / 4 " G A S ( S T L ) (E ) 6 " P L A S T I C (E ) 4 " P L A S T I C (E ) 2 " W H I T E P L A S T I C (N ) 6 " F H STA 16+57 0.6° DEFLECTION STA 18+25 0.7° DEFLECTION STA 19+89 0.5° DEFLECTION STA 20+88 0.5° DEFLECTION (E ) C O M M U N I C A T I O N (D E P T H & S I Z E U N K ) (E ) 1 2 " W A T E R ( A C ) (D E P T H U N K ) 230 LF OF 10" SS @ S = 0 . 0 0 7 6 (MH #105 TO MH #104) STA 19+27 0.6° DEFLECTION 223 LF (N) 12" W 201 LF (N) 12" W 43 LF (N) 12" W 9 LF (N) 12" W 10 " I N N , I N V = 6 2 3 . 7 0 8" I N W , I N V = 6 2 4 . 9 0 10 " O U T S , I N V = 6 2 3 . 6 0 (N ) S M M H # 1 0 4 RI M E L = 6 3 1 . 7 0 S. STATE ST 30 20 2 0 - 0 3 - 0 6 9: 5 0 A M LH E R N A N D E Z N: \ U S \ S A N T A R O S A \ P R O J E C T S \ 5 6 1 \ 1 1 1 9 1 7 0 5 \ D I G I T A L _ D E S I G N \ A C A D 2 0 1 8 \ U K I A H U T I L I T I E S P R O J E C T \ S H E E T S \ 1 1 1 9 1 7 0 5 ( U S E T ) _ C - 1 0 1 - 1 0 8 . D W G SHEET DRWN: PROJ NO: 0 1" BA R I S O N E I N C H O N OR I G I N A L D R A W I N G OF DE S C R I P T I O N DA T E MA R K IS S U E CHKD: RE U S E O F D O C U M E N T S 22 3 5 M e r c u r y W a y , S u i t e 1 5 0 Sa n t a R o s a , C a l i f o r n i a 9 5 4 0 7 , U S A T 1 7 0 7 5 2 3 1 0 1 0 F 1 7 0 7 5 2 7 8 6 7 9 W ww w . g h d . c o m GH D I n c . Th i s do c u m e n t an d th e id e a s an d de s i g n s in c o r p o r a t e d he r e i n , as an in s t r u m e n t of pr o f e s s i o n a l se r v i c e , is th e pr o p e r t y of GH D an d sh a l l no t be re u s e d in wh o l e or in pa r t fo r an y ot h e r pr o j e c t wi t h o u t GH D ' s wr i t t e n au t h o r i z a t i o n . © 20 2 0 G H D 11191705 CI T Y O F U K I A H DO W N T O W N W A T E R & S A N I T A R Y SE W E R R E P L A C E M E N T P R O J E C T 22 C6 8 3 0 4 9/ 3 0 / 2 1 No . Ex p . REGISTERE D P R O F E SSIONAL E N G I N E E R STATE OF C A L I F O R N IA C I V I L MATTH E W G L EN K E N N E D Y C-104 10 PL A N & P R O F I L E ST A T E S T R E E T S T A . 1 6 + 0 0 - S T A . 2 1 + 0 0 CP JS N040'20'10' ST A 2 1 + 0 0 M A T C H L I N E S E E D W G C - 1 0 5 ST A 1 6 + 0 0 M A T C H L I N E S E E D W G C - 1 0 3 WE S T C H U R C H S T WE S T P E R K I N S S T N. STATE ST UTILITY PLAN STATE STREET SCALE: 1" = 20' S5 S7 S2 S4 S1 (N) SSMH #104 R1 SHEET KEYNOTES SHEET GENERAL NOTES S1.PROVIDE (N) 48" SANITARY MANHOLE PER CITY STD 201. S2.PROVIDE (N) 10" SDR 26 PVC SEWER MAIN. S3.PROVIDE (N) 8" SDR 26 PVC SEWER MAIN. S4.CONNECT TO (E) SEWER MAIN WITH COUPLING. CONTRACTOR TO LOCATE (E) SEWER IN FIELD AND MATCH (E) GRADES S5.REMOVE (E) SANITARY SEWER MANHOLE S6.REMOVE (E) SANITARY SEWER MAIN S7.ABANDON (E) SANITARY SEWER MAIN. S8.PROVIDE (N) 4" PVC SANITARY SEWER LATERAL PER CITY STD 213 AND REMOVE OR ABANDON (E) LATERAL. S9.PROVIDE (N) SS CLEANOUT. SEE DETAIL 2 ON DRAWING C-502. S12.LOCATE AND CONNECT (E) SEWER LATERAL 1' FROM PROPERTY BOUNDARY PER SECTION 77 OF THE SPECIAL PROVISIONS PRIOR TO INSTALLING WYE FOR (N) LATERAL. R1.DEMOLISH (E) MONUMENT AND RETURN TO CITY OF UKIAH CORPORATION YARD. W1.ABANDON (E) WATER MAIN. REMOVE WHERE IN CONFLICT WITH THE (N) WATER MAIN. FILL WITH CONTROLLED LOW STRENGTH MATERIAL WHERE (E) WATER IS LOCATED UNDER BUILDINGS AND ROADWAYS. REMOVE (E) VALVES. W6.PROVIDE (N) 12" WATER MAIN. W7.PROVIDE (N) 12" GATE VALVE PER CITY STD 307. W9.REMOVE (E) FIRE HYDRANT. W10.PROVIDE (N) FIRE HYDRANT AND LATERAL PER DETAIL 1 ON DRAWING C-503. MAINTAIN MINIMUM 3' CLEARANCE FROM (N) HYDRANT TO OTHER ABOVE GRADE OBSTRUCTIONS. W16.PROVIDE (N) 12" X 12" X 6" TEE. W20.PROVIDE SINGLE WATER SERVICE LATERAL PER CITY STD 301. W24.PROVIDE (N) 12" X 12" CROSS W26.PROVIDE (N) 12" X 12" X 12" TEE. W34.LOCATE AND CONNECT TO (E) SERVICE 1' FROM PROPERTY BOUNDARY. (TYP) W6 W10 W16 W6 1.LOCATION OF EXISTING UTILITIES, STRUCTURES AND OBSTACLES ARE APPROXIMATE IN PLAN AND PROFILE AND BASED ON BEST AVAILABLE INFORMATION. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE TO LOCATE ALL EXISTING UTILITIES TO SUCCESSFULLY COMPLETE THIS PROJECT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2.CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (USA) AT (800) 227-2600 OR 811 A MINIMUM OF TWO WORKING DAYS PRIOR TO ANY EXCAVATION OR PLANNED WORK OPERATIONS FOR MARK OUTS OF EXISTING UNDERGROUND FACILITIES. 3.CONTRACTOR IS ADVISED OF THE PRESENCE OF SHALLOW STORM DRAINS THROUGHOUT THE PROJECT AREA. STORM DRAINS SHALL BE PROTECTED IN PLACE DURING ALL CONTRACTOR WORK. 4.CONTRACTOR SHALL UNDERTAKE CCTV INSPECTION OF THE EXISTING SANITARY SEWER MAIN AND CONFIRM THE LOCATION OF ALL LIVE SANITARY SEWER LATERALS PRIOR TO CONSTRUCTION. 5.NOT ALL EXISTING UTILITIES ARE SHOWN ON PROFILE. REFER TO PLAN AND POTHOLE INFORMATION FOR APPROXIMATE LOCATION AND DEPTH OF (E) UTILITIES. 6.DO NOT EXCEED 80% OF THE MAX ALLOWABLE DEFLECTION AT PUSH-ON AND MECHANICAL JOINTS. MAX DEFLECTION AT PUSH-ON JOINTS IS 0.80°; MAX DEFLECTION AT MECHANICAL JOINTS AND COUPLINGS IS 4° OR AS PER MANUFACTURER'S REQUIREMENTS. 7.SEE G-006 FOR NUMBERED SS CLEANOUTS, FIRE HYDRANTS, WATER METERS, AND TEES UTILITY STATION AND OFFSET INFORMATION. 8.CONCRETE THRUST BLOCKS SHALL BE INSTALLED AT ALL LOCATIONS PER CITY STD 312. CONCRETE THRUST BLOCKS SHALL BE INSTALLED IN ADDITION TO RESTRAINED PIPE WHERE LOCATED AT OR NEAR A PIPE LOWERING/PIPE RAISING LOCATION. W20 (TYP) S8(TYP) (TYP) W26 W7 DO W N T O W N W A T E R A N D S A N I T A R Y S E W E R R E P L A C E M E N T P R O J E C T SP E C N O . 2 0 1 9 - 1 7 UTILITY PROFILE STATE STREET SCALE: HORIZONTAL: 1"=20' VERTICAL: 1"=2' W16 W7 W7 (TYP) 1' M I N 3' M I N I M U M 1' M I N 1' M I N 6" MI N W1 W34 S5 SEE SHEET C-110 FOR CHURCH STREET PLAN & PROFILE 11 21 26 27 28 29 32 33 34 35 36 37 38 39 40 41 42 43 22 23 24 25 26 27 28 29 30 S1 W10 S5 S1 W1 EA S T C H U R C H S T EA S T P E R K I N S S T 17 16 6" MI N W24 W26 SEE SHEET C-107 FOR WEST PERKINS STREET PLAN & PROFILE W9 W6 W24 W7 12" WATER C900 PVC 10" SEWER PVC SDR 26 S5 S12 (TYP)W1 S9 (N) SSMH #105 S1 S7 18S6S2 S6 S2 S6 S2 UST #2: 107 S. STATE ST 3 FT DEEP UST #3: 111 S. STATE ST 1 FT DEEPUST #4: 203 N. STATE ST 3.4 FT DEEP 3x UST #5: 111 S. STATE ST 3 FT DEEP CONCRETE BELOW PAVEMENT S3 (TYP) 3/ 6 / 2 0 2 0 CO N F O R M S E T Page 99 of 292 PH13 PH15 PH16 PH14 B3 SSMH #533 21+00 22+00 23+00 24+00 25+00 10 3 + 0 0 10 4 + 0 0 10 3 + 0 0 10 4 + 0 0 S10" SS S10" SS CO 8 " S S 10" SS 10" SS 8 " S S S 21+00 22+00 23+00 24+00 25+00 SS EL E V A T I O N EL E V A T I O N 620 625 630 635 640 620 625 630 635 640 21+00 22+00 23+00 24+00 25+00 25+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 EG AT CL ALIGNMENT 238 LF OF 10" SS @ S=0 . 0 0 7 1 (MH #107 TO MH #106) 224 LF OF 10" SS @ S = 0 . 0 0 8 7 (MH #106 TO MH #105) ST A = 2 2 + 4 2 (E ) S S M H # 5 3 2 ST A = 2 4 + 7 7 (E ) S S M H # 5 3 3 10 " I N N , I N V = 6 2 7 . 6 0 8" I N W , I N V = 6 2 7 . 6 5 10 " O U T S , I N V = 6 2 7 . 5 0 (N ) S S M H # 1 0 6 RI M E L = 6 3 4 . 6 2 8" I N W , I N V = 6 2 9 . 4 0 10 " O U T S , I N V = 6 2 9 . 3 0 (N ) S S M H # 1 0 7 RI M E L = 6 3 4 . 7 2 10 " O U T N , I N V = 6 2 8 . 1 2 (N ) S S W R C O RI M E L = 6 3 4 . 0 3 (E ) 2 " G A S ( P L A S T I C ) (E ) 1 " G A S ( B L K S T L ) (E ) 6 " G A S ( B L K S T L ) ST A = 2 5 + 2 1 (E ) S S M H (N ) 6 " F H STA 22+66 0.3° DEFLECTION (E ) 6 " W A T E R ( A C ) (D E P T H U N K ) 149 LF (N) 12" W 24 LF (N) 12" W 58 LF (N) 12" W 169 LF (N) 12" W 20 LF (N) 12" W 20 LF (N) 12" W STA 25+23 0.8° DEFLECTION STA 25+42 0.8° DEFLECTION WE S T S M I T H S T WE S T S T A N D L E Y S T 46 CONCRETE BELOW PAVEMENT 20 2 0 - 0 3 - 0 6 9: 5 1 A M LH E R N A N D E Z N: \ U S \ S A N T A R O S A \ P R O J E C T S \ 5 6 1 \ 1 1 1 9 1 7 0 5 \ D I G I T A L _ D E S I G N \ A C A D 2 0 1 8 \ U K I A H U T I L I T I E S P R O J E C T \ S H E E T S \ 1 1 1 9 1 7 0 5 ( U S E T ) _ C - 1 0 1 - 1 0 8 . D W G SHEET DRWN: PROJ NO: 0 1" BA R I S O N E I N C H O N OR I G I N A L D R A W I N G OF DE S C R I P T I O N DA T E MA R K IS S U E CHKD: RE U S E O F D O C U M E N T S 22 3 5 M e r c u r y W a y , S u i t e 1 5 0 Sa n t a R o s a , C a l i f o r n i a 9 5 4 0 7 , U S A T 1 7 0 7 5 2 3 1 0 1 0 F 1 7 0 7 5 2 7 8 6 7 9 W ww w . g h d . c o m GH D I n c . Th i s do c u m e n t an d th e id e a s an d de s i g n s in c o r p o r a t e d he r e i n , as an in s t r u m e n t of pr o f e s s i o n a l se r v i c e , is th e pr o p e r t y of GH D an d sh a l l no t be re u s e d in wh o l e or in pa r t fo r an y ot h e r pr o j e c t wi t h o u t GH D ' s wr i t t e n au t h o r i z a t i o n . © 20 2 0 G H D 11191705 CI T Y O F U K I A H DO W N T O W N W A T E R & S A N I T A R Y SE W E R R E P L A C E M E N T P R O J E C T 22 C6 8 3 0 4 9/ 3 0 / 2 1 No . Ex p . REGISTERE D P R O F E SSIONAL E N G I N E E R STATE OF C A L I F O R N IA C I V I L MATTH E W G L EN K E N N E D Y ST A 2 5 + 5 0 M A T C H L I N E S E E D W G C - 1 0 6 C-105 11 PL A N & P R O F I L E ST A T E S T R E E T S T A . 2 1 + 0 0 - S T A . 2 5 + 5 0 CP JS ST A 2 1 + 0 0 M A T C H L I N E S E E D W G C - 1 0 4 0 40'20'10'N STATE ST EA S T S T A N D L E Y S T UTILITY PLAN STATE STREET SCALE: 1" = 20' S3 S6 S4 S7 S5 S2 S5 S6 S13 S1 SSMH#107 S6 S2 SSMH#106 S1 SHEET KEYNOTES SHEET GENERAL NOTES S1.PROVIDE (N) 48" SANITARY MANHOLE PER CITY STD 201. S2.PROVIDE (N) 10" SDR 26 PVC SEWER MAIN. S3.PROVIDE (N) 8" SDR 26 PVC SEWER MAIN. S4.CONNECT TO (E) SEWER MAIN WITH COUPLING. CONTRACTOR TO LOCATE (E) SEWER IN FIELD AND MATCH (E) GRADES S5.REMOVE (E) SANITARY SEWER MANHOLE S6.REMOVE (E) SANITARY SEWER MAIN S7.ABANDON (E) SANITARY SEWER MAIN. S8.PROVIDE (N) 4" PVC SANITARY SEWER LATERAL PER CITY STD 213 AND REMOVE OR ABANDON (E) LATERAL. S9.PROVIDE (N) SS CLEANOUT. SEE DETAIL 2 ON DRAWING C-502. S12.LOCATE (E) SEWER LATERAL 1 FT FROM PROPERTY BOUNDARY PER SECTION 77 OF THE SPECIAL PROVISIONS PRIOR TO INSTALLING WYE FOR (N) LATERAL. S13.PROVIDE (N) END-LINE SSCO. SEE CITY STD 203. R1.DEMOLISH (E) MONUMENT AND RETURN TO CITY OF UKIAH CORPORATION YARD. W1.ABANDON (E) WATER MAIN. REMOVE WHERE IN CONFLICT WITH THE (N) WATER MAIN. FILL WITH CONTROLLED LOW STRENGTH MATERIAL WHERE (E) WATER IS LOCATED UNDER BUILDINGS AND ROADWAYS. REMOVE (E) VALVES. W6.PROVIDE (N) 12" WATER MAIN. W7.PROVIDE (N) 12" GATE VALVE PER CITY STD 307. W9.REMOVE (E) FIRE HYDRANT. W10.PROVIDE (N) FIRE HYDRANT AND LATERAL PER DETAIL 1 ON DRAWING C-503. MAINTAIN MINIMUM 3' CLEARANCE FROM (N) HYDRANT TO OTHER ABOVE GRADE OBSTRUCTIONS. W16.PROVIDE (N) 12" X 12" X 6" TEE. W20.PROVIDE SINGLE WATER SERVICE LATERAL PER CITY STD 301. W24.PROVIDE (N) 12" X 12" CROSS. W34.LOCATE AND CONNECT TO (E) SERVICE 1' FROM PROPERTY BOUNDARY. W38.PROVIDE (N) AIR RELIEF VALVE PER DETAIL 1/C-504. SSMH #532 S8 (TYP) S9(TYP) W6 W6 R1 1.LOCATION OF EXISTING UTILITIES, STRUCTURES AND OBSTACLES ARE APPROXIMATE IN PLAN AND PROFILE AND BASED ON BEST AVAILABLE INFORMATION. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE TO LOCATE ALL EXISTING UTILITIES TO SUCCESSFULLY COMPLETE THIS PROJECT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2.CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (USA) AT (800) 227-2600 OR 811 A MINIMUM OF TWO WORKING DAYS PRIOR TO ANY EXCAVATION OR PLANNED WORK OPERATIONS FOR MARK OUTS OF EXISTING UNDERGROUND FACILITIES. 3.CONTRACTOR IS ADVISED OF THE PRESENCE OF SHALLOW STORM DRAINS THROUGHOUT THE PROJECT AREA. STORM DRAINS SHALL BE PROTECTED IN PLACE DURING ALL CONTRACTOR WORK. 4.CONTRACTOR SHALL UNDERTAKE CCTV INSPECTION OF THE EXISTING SANITARY SEWER MAIN AND CONFIRM THE LOCATION OF ALL LIVE SANITARY SEWER LATERALS PRIOR TO CONSTRUCTION. 5.NOT ALL EXISTING UTILITIES ARE SHOWN ON PROFILE. REFER TO PLAN AND POTHOLE INFORMATION FOR APPROXIMATE LOCATION AND DEPTH OF (E) UTILITIES. 6.DO NOT EXCEED 80% OF THE MAX ALLOWABLE DEFLECTION AT PUSH-ON AND MECHANICAL JOINTS. MAX DEFLECTION AT PUSH-ON JOINTS IS 0.80°; MAX DEFLECTION AT MECHANICAL JOINTS AND COUPLINGS IS 4° OR AS PER MANUFACTURER'S REQUIREMENTS. 7.SEE G-006 FOR NUMBERED SS CLEANOUTS, FIRE HYDRANTS, WATER METERS, ARV AND TEES UTILITY STATION AND OFFSET INFORMATION. 8.CONCRETE THRUST BLOCKS SHALL BE INSTALLED AT ALL LOCATIONS PER CITY STD 312. CONCRETE THRUST BLOCKS SHALL BE INSTALLED IN ADDITION TO RESTRAINED PIPE WHERE LOCATED AT OR NEAR A PIPE LOWERING/PIPE RAISING LOCATION. (TYP) (TYP) (TYP) R1 DO W N T O W N W A T E R A N D S A N I T A R Y S E W E R R E P L A C E M E N T P R O J E C T SP E C N O . 2 0 1 9 - 1 7 (TYP) UTILITY PROFILE STATE STREET SCALE: HORIZONTAL: 1"=20' VERTICAL: 1"=2' W7W7 W7 W16 (TYP) W16 W10 1' M I N 3' M I N I M U M 6" M I N 6" MI N S5 SEE SHEET C-110 FOR SMITH STREET PLAN & PROFILE 15 45 47 48 50 51 52 53 31 32 33 34 35 36 37 54 EA S T S M I T H S T 23 W24 W7 W9 SEE SHEET C-108 FOR STANLEY STREET PLAN & PROFILE W35 W24 W24 S5 S5 12" WATER C900 PVC 12" WATER DIP 12" WATER C900 PVC 10" SEWER PVC SDR 26 S13S1S1W10 W1 W20 W34 S12 W7 S6 S2 UST #1: 252 N. STATE ST WITH A DEPTH OF 1 FT CONCRETE BELOW PAVEMENT POSSIBLE TUNNELS 2FT BELOW GRADE 44 W24 24 RESTRAINED PIPE STA 24+80 TO STA 25+17 0.8° DEFLECTION STA = 25+42 LEFT OFFSET = 14.04 0.8° DEFLECTION STA = 25+50 LEFT OFFSET = 13.95 W38 21 S5 S7 W6 2 3/ 6 / 2 0 2 0 CO N F O R M S E T Page 100 of 292 PH17 PH19 PH18 G1 B2 B1 SSMH #53426+00 27+00 28+00 29+00 30+00 1 5 3 + 0 0 1 5 3 + 2 5 1 5 3 + 0 0 1 5 3 + 2 5 S 10" SS10" SS 26+00 27+00 28+00 29+00 30+00 S EL E V A T I O N EL E V A T I O N 620 625 630 635 640 620 625 630 635 640 25+50 26+00 27+00 28+00 29+00 30+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 EG AT CL ALIGNMENT 230 L F O F 1 0 " S S @ S = 0 . 0 2 7 8 (SSCO T O M H # 1 0 8 ) 10 " I N , I N V = 6 2 1 . 7 2 CO N N E C T T O ( E ) 8 " S S (N ) S S M H # 1 0 8 RI M E L = 6 2 6 . 3 2 (N ) 6 " F H (E ) 2 " G A S ( B L K S T L ) (E) 8" SS (VC) 75 L F (N) 1 2 " W STA 25+82 0.6° DEFLECTION STA 26+01 0.7° DEFLECTION 20 L F (N) 1 2 " W STA 25+62 0.2° DEFLECTION 40 LF (N) 12 " W 20 2 0 - 0 3 - 0 6 9: 5 1 A M LH E R N A N D E Z N: \ U S \ S A N T A R O S A \ P R O J E C T S \ 5 6 1 \ 1 1 1 9 1 7 0 5 \ D I G I T A L _ D E S I G N \ A C A D 2 0 1 8 \ U K I A H U T I L I T I E S P R O J E C T \ S H E E T S \ 1 1 1 9 1 7 0 5 ( U S E T ) _ C - 1 0 1 - 1 0 8 . D W G SHEET DRWN: PROJ NO: 0 1" BA R I S O N E I N C H O N OR I G I N A L D R A W I N G OF DE S C R I P T I O N DA T E MA R K IS S U E CHKD: RE U S E O F D O C U M E N T S 22 3 5 M e r c u r y W a y , S u i t e 1 5 0 Sa n t a R o s a , C a l i f o r n i a 9 5 4 0 7 , U S A T 1 7 0 7 5 2 3 1 0 1 0 F 1 7 0 7 5 2 7 8 6 7 9 W ww w . g h d . c o m GH D I n c . Th i s do c u m e n t an d th e id e a s an d de s i g n s in c o r p o r a t e d he r e i n , as an in s t r u m e n t of pr o f e s s i o n a l se r v i c e , is th e pr o p e r t y of GH D an d sh a l l no t be re u s e d in wh o l e or in pa r t fo r an y ot h e r pr o j e c t wi t h o u t GH D ' s wr i t t e n au t h o r i z a t i o n . © 20 2 0 G H D 11191705 CI T Y O F U K I A H DO W N T O W N W A T E R & S A N I T A R Y SE W E R R E P L A C E M E N T P R O J E C T 22 C6 8 3 0 4 9/ 3 0 / 2 1 No . Ex p . REGISTERE D P R O F E SSIONAL E N G I N E E R STATE OF C A L I F O R N IA C I V I L MATTH E W G L EN K E N N E D Y C-106 12 PL A N & P R O F I L E ST A T E S T R E E T S T A . 2 5 + 5 0 - S T A . 3 0 + 0 0 CP JS 0 40'20'10'NUTILITY PLAN STATE STREET SCALE: 1" = 20' EN D W O R K S T A T E S T R E E T S T A 2 5 + 5 0 M A T C H L I N E S E E D W G C - 1 0 5 N. STATE ST H E N R Y S T S5 S4 (N) SSMH#108 S1 SHEET KEYNOTES SHEET GENERAL NOTES S1.PROVIDE (N) 48" SANITARY MANHOLE PER CITY STD 201. S2.PROVIDE (N) 10" SDR 26 PVC SEWER MAIN. S4.CONNECT TO (E) SEWER MAIN WITH COUPLING. CONTRACTOR TO LOCATE (E) SEWER IN FIELD AND MATCH (E) GRADES. S5.REMOVE (E) SANITARY SEWER MANHOLE S6.REMOVE (E) SANITARY SEWER MAIN S8.PROVIDE (N) 4" PVC SANITARY SEWER LATERAL PER CITY STD 213 AND REMOVE OR ABANDON (E) LATERAL. S9.PROVIDE (N) SS CLEANOUT. SEE DETAIL 2 ON DRAWING C-502. S12.LOCATE (E) SEWER LATERAL 1 FT FROM PROPERTY BOUNDARY PER SECTION 77 OF THE SPECIAL PROVISIONS PRIOR TO INSTALLING WYE FOR (N) LATERAL. W1.ABANDON (E) WATER MAIN. REMOVE WHERE IN CONFLICT WITH THE (N) WATER MAIN. FILL WITH CONTROLLED LOW STRENGTH MATERIAL WHERE (E) WATER IS LOCATED UNDER BUILDINGS AND ROADWAYS. REMOVE (E) VALVES. W6.PROVIDE (N) 12" WATER MAIN. W7.PROVIDE (N) 12" GATE VALVE PER CITY STD 307. W10.PROVIDE (N) FIRE HYDRANT AND LATERAL PER DETAIL 1 ON DRAWING C-503. MAINTAIN MINIMUM 3' CLEARANCE FROM (N) HYDRANT TO OTHER ABOVE GRADE OBSTRUCTIONS. W16.PROVIDE (N) 12" X 12" X 6" TEE. W20.PROVIDE SINGLE WATER SERVICE LATERAL PER CITY STD 301. W26.PROVIDE (N) 12" X 12" X 12" TEE. W34.LOCATE AND CONNECT TO (E) SERVICE 1' FROM PROPERTY BOUNDARY. (TYP) (TYP) W7 W6 W10 1.LOCATION OF EXISTING UTILITIES, STRUCTURES AND OBSTACLES ARE APPROXIMATE IN PLAN AND PROFILE AND BASED ON BEST AVAILABLE INFORMATION. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE TO LOCATE ALL EXISTING UTILITIES TO SUCCESSFULLY COMPLETE THIS PROJECT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2.CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (USA) AT (800) 227-2600 OR 811 A MINIMUM OF TWO WORKING DAYS PRIOR TO ANY EXCAVATION OR PLANNED WORK OPERATIONS FOR MARK OUTS OF EXISTING UNDERGROUND FACILITIES. 3.CONTRACTOR IS ADVISED OF THE PRESENCE OF SHALLOW STORM DRAINS THROUGHOUT THE PROJECT AREA. STORM DRAINS SHALL BE PROTECTED IN PLACE DURING ALL CONTRACTOR WORK. 4.CONTRACTOR SHALL UNDERTAKE CCTV INSPECTION OF THE EXISTING SANITARY SEWER MAIN AND CONFIRM THE LOCATION OF ALL LIVE SANITARY SEWER LATERALS PRIOR TO CONSTRUCTION. 5.NOT ALL EXISTING UTILITIES ARE SHOWN ON PROFILE. REFER TO PLAN AND POTHOLE INFORMATION FOR APPROXIMATE LOCATION AND DEPTH OF (E) UTILITIES. 6.DO NOT EXCEED 80% OF THE MAX ALLOWABLE DEFLECTION AT PUSH-ON AND MECHANICAL JOINTS. MAX DEFLECTION AT PUSH-ON JOINTS IS 0.80°; MAX DEFLECTION AT MECHANICAL JOINTS AND COUPLINGS IS 4° OR AS PER MANUFACTURER'S REQUIREMENTS. 7.SEE G-006 FOR NUMBERED SS CLEANOUTS, FIRE HYDRANTS, WATER METERS, AND TEES UTILITY STATION AND OFFSET INFORMATION. 8.CONCRETE THRUST BLOCKS SHALL BE INSTALLED AT ALL LOCATIONS PER CITY STD 312. CONCRETE THRUST BLOCKS SHALL BE INSTALLED IN ADDITION TO RESTRAINED PIPE WHERE LOCATED AT OR NEAR A PIPE LOWERING/PIPE RAISING LOCATION. (TYP) W16 W26 (TYP) 0.8° DEFLECTION STA = 26+76 LEFT OFFSET = 15.79 DO W N T O W N W A T E R A N D S A N I T A R Y S E W E R R E P L A C E M E N T P R O J E C T SP E C N O . 2 0 1 9 - 1 7 W34 (TYP)(TYP) UTILITY PROFILE STATE STREET SCALE: HORIZONTAL: 1"=20' VERTICAL: 1"=2' W16 W7 3' M I N I M U M SEE SHEET C-111 FOR HENRY STREET PLAN & PROFILE 18 55 38 56 57 39 58 59 40 41 W1 S5 W10 26 W26 27 S1 12" WATER C900 PVC 10" SEWER PVC SDR 26 12" WATER DIP W26 29 3.6° DEFLECTION S9 S6 S2 S12W1 W20 S8 CONCRETE BELOW PAVEMENTCONCRETE BELOW PAVEMENT 0.8° DEFLECTION STA = 25+82 LEFT OFFSET = 13.22 0.6° DEFLECTION STA = 27+17 LEFT OFFSET = 19.32 3/ 6 / 2 0 2 0 CO N F O R M S E T Page 101 of 292 PH 1 1 PH 1 0 PH 1 2 PH 2 0 SS M H # 5 3 8 20 + 0 0 21 + 0 0 50+00 51+00 52+00 53+00 54+00 SSMH #535 50+00 51+00 52+00 53+00 54+00 S8" SS 8" SSS8" SS 20 + 0 0 21 + 0 0 10 " S S S EL E V A T I O N EL E V A T I O N 622 625 630 635 640 622 625 630 635 640 50+00 51+00 52+00 53+00 54+00 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 EG AT CL ALIGNMENT 8" I N W , I N V = 6 2 8 . 1 7 8" O U T E , I N V = 6 2 8 . 0 7 (N ) S S M H # 1 1 1 ST A = 2 0 + 2 9 RI M E L = 6 3 5 . 2 8 10 " I N N , I N V = 6 2 5 . 5 5 8" I N W , I N V = 6 2 5 . 5 5 10 " O U T S , I N V = 6 2 5 . 4 5 (N ) S S M H # 1 0 5 ST A = 2 0 + 2 9 RI M E L = 6 3 3 . 8 8 60 LF OF 8 " S S @ S = 0 . 0 1 6 0 168 LF OF 8 " S S @ S = 0 . 0 1 5 0 (E ) 1 14" G A S ( B L K S T L ) (N ) 6 " F H STA 52+05 0.7° DEFLECTION STA 53+08 0.5° DEFLECTION 30 LF (N) 12" W (E ) G A S SI Z E & D E P T H U N K (E ) E L E C T R I C A L SI Z E & D E P T H U N K (E ) 1 2 " S T O R M D R A I N (E ) 1 0 " W A T E R ( A C ) DE P T H U N K (E ) 6 " W A T E R ( A C ) DE P T H U N K (E ) 4 " G A S ( B L K S T L ) DE P T H U N K 29 LF (N) 12" W 13 LF (N) 6" W STA 51+86 0.6° DEFLECTION STA 50+60 0.8° DEFLECTION 126 LF ( N ) 6 " W 40 LF (N) 6" W STA 52+97 0.2° DEFLECTION (N ) 6 " F H (TYP) 20 2 0 - 0 3 - 0 6 9: 5 1 A M LH E R N A N D E Z N: \ U S \ S A N T A R O S A \ P R O J E C T S \ 5 6 1 \ 1 1 1 9 1 7 0 5 \ D I G I T A L _ D E S I G N \ A C A D 2 0 1 8 \ U K I A H U T I L I T I E S P R O J E C T \ S H E E T S \ 1 1 1 9 1 7 0 5 ( U S E T ) _ C - 1 0 1 - 1 0 8 . D W G SHEET DRWN: PROJ NO: 0 1" BA R I S O N E I N C H O N OR I G I N A L D R A W I N G OF DE S C R I P T I O N DA T E MA R K IS S U E CHKD: RE U S E O F D O C U M E N T S 22 3 5 M e r c u r y W a y , S u i t e 1 5 0 Sa n t a R o s a , C a l i f o r n i a 9 5 4 0 7 , U S A T 1 7 0 7 5 2 3 1 0 1 0 F 1 7 0 7 5 2 7 8 6 7 9 W ww w . g h d . c o m GH D I n c . Th i s do c u m e n t an d th e id e a s an d de s i g n s in c o r p o r a t e d he r e i n , as an in s t r u m e n t of pr o f e s s i o n a l se r v i c e , is th e pr o p e r t y of GH D an d sh a l l no t be re u s e d in wh o l e or in pa r t fo r an y ot h e r pr o j e c t wi t h o u t GH D ' s wr i t t e n au t h o r i z a t i o n . © 20 2 0 G H D 11191705 CI T Y O F U K I A H DO W N T O W N W A T E R & S A N I T A R Y SE W E R R E P L A C E M E N T P R O J E C T 22 C6 8 3 0 4 9/ 3 0 / 2 1 No . Ex p . REGISTERE D P R O F E SSIONAL E N G I N E E R STATE OF C A L I F O R N IA C I V I L MATTH E W G L EN K E N N E D Y SSMH #105 (TYP) C-107 13 PL A N & P R O F I L E PE R K I N S S T R E E T S T A . 5 0 + 0 0 - S T A . 5 4 + 0 0 CP JS BE G I N W O R K P E R K I N S S T R E E T S T A . 5 0 + 0 0 0 40'20'10' N UTILITY PLAN PERKINS STREET SCALE: 1" = 20' ST A T E S T WEST PERKINS ST S5S1 SSMH #61 S4 S3 S6 SHEET KEYNOTES SHEET GENERAL NOTES S1.PROVIDE (N) 48" SANITARY MANHOLE PER CITY STD 201. S3.PROVIDE (N) 8" SDR 26 PVC SEWER MAIN. S4.CONNECT TO (E) SEWER MAIN WITH COUPLING. CONTRACTOR TO LOCATE (E) SEWER IN FIELD AND MATCH (E) GRADES. S5.REMOVE (E) SANITARY SEWER MANHOLE. S6.REMOVE (E) SANITARY SEWER MAIN S8.PROVIDE (N) 4" PVC SANITARY SEWER LATERAL PER CITY STD 213 AND REMOVE OR ABANDON (E) LATERAL. S9.PROVIDE (N) SS CLEANOUT. SEE DETAIL 2 ON DRAWING C-502. S11.PROVIDE (N) 6" PVC SANITARY SEWER LATERAL PER CITY STD 213 AND REMOVE OR ABANDON (E) LATERAL. S12.LOCATE AND CONNECT (E) SEWER LATERAL 1' FROM PROPERTY BOUNDARY PER SECTION 77 OF THE SPECIAL PROVISIONS PRIOR TO INSTALLING WYE FOR (N) LATERAL. W1.ABANDON (E) WATER MAIN. REMOVE WHERE IN CONFLICT WITH THE (N) WATER MAIN. FILL WITH CONTROLLED LOW STRENGTH MATERIAL WHERE (E) WATER IS LOCATED UNDER BUILDINGS AND ROADWAYS. REMOVE (E) VALVES. W3.PROVIDE (N) 6" WATER MAIN. W6.PROVIDE (N) 12" WATER MAIN. W7.PROVIDE (N) 12" GATE VALVE PER CITY STD 307. W8.PROVIDE (N) 6" GATE VALVE PER CITY STD 307. W10.PROVIDE (N) FIRE HYDRANT AND LATERAL PER DETAIL 1 ON DRAWING C-503. MAINTAIN MINIMUM 3' CLEARANCE FROM (N) HYDRANT TO OTHER ABOVE GRADE OBSTRUCTIONS. W13.PROVIDE (N) 45° BEND. W16.PROVIDE (N) 12" X 12" X 6" TEE. W17.CONNECT TO (E) CI, PVC, STEEL OR DI PIPE WITH MECHANICAL JOINT SOLID SLEEVE. W18.CONNECT TO (E) AC PIPE WITH "WIDE RANGE" STYLE COUPLING. W20.PROVIDE SINGLE WATER SERVICE LATERAL PER CITY STD 301. W22.PROVIDE 12" TO 6" REDUCER.(CONCENTRIC) W24.PROVIDE (N) 12" X 12" CROSS. W31.UPON SATISFACTORY COMPLETION OF NEW WATER MAIN TESTING, REMOVE EXISTING BLOCK AND ELBOW MAKE 8" TIE-IN AS SINGLE OPERATION UNDER AUTHORIZED CITY INSPECTION. W32.INSTALL TEMPORARY BLOWOFF. SEE DETAIL 2 ON DRAWING C-503. W34.LOCATE AND CONNECT TO (E) SERVICE 1' FROM PROPERTY BOUNDARY. S8 W1W13 1.LOCATION OF EXISTING UTILITIES, STRUCTURES AND OBSTACLES ARE APPROXIMATE IN PLAN AND PROFILE AND BASED ON BEST AVAILABLE INFORMATION. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE TO LOCATE ALL EXISTING UTILITIES TO SUCCESSFULLY COMPLETE THIS PROJECT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2.CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (USA) AT (800) 227-2600 OR 811 A MINIMUM OF TWO WORKING DAYS PRIOR TO ANY EXCAVATION OR PLANNED WORK OPERATIONS FOR MARK OUTS OF EXISTING UNDERGROUND FACILITIES. 3.CONTRACTOR IS ADVISED OF THE PRESENCE OF SHALLOW STORM DRAINS THROUGHOUT THE PROJECT AREA. STORM DRAINS SHALL BE PROTECTED IN PLACE DURING ALL CONTRACTOR WORK. 4.CONTRACTOR SHALL UNDERTAKE CCTV INSPECTION OF THE EXISTING SANITARY SEWER MAIN AND CONFIRM THE LOCATION OF ALL LIVE SANITARY SEWER LATERALS PRIOR TO CONSTRUCTION. 5.NOT ALL EXISTING UTILITIES ARE SHOWN ON PROFILE. REFER TO PLAN AND POTHOLE INFORMATION FOR APPROXIMATE LOCATION AND DEPTH OF (E) UTILITIES. 6.DO NOT EXCEED 80% OF THE MAX ALLOWABLE DEFLECTION AT PUSH-ON AND MECHANICAL JOINTS. MAX DEFLECTION AT PUSH-ON JOINTS IS 0.80°; MAX DEFLECTION AT MECHANICAL JOINTS AND COUPLINGS IS 4° OR AS PER MANUFACTURER'S REQUIREMENTS. 7.SEE G-006 FOR NUMBERED SS CLEANOUTS, FIRE HYDRANTS, WATER METERS, AND TEES UTILITY STATION AND OFFSET INFORMATION. 9.CONCRETE THRUST BLOCKS SHALL BE INSTALLED AT ALL LOCATIONS PER CITY STD 312. CONCRETE THRUST BLOCKS SHALL BE INSTALLED IN ADDITION TO RESTRAINED PIPE WHERE LOCATED AT OR NEAR A PIPE LOWERING/PIPE RAISING LOCATION. (TYP) W3 W31 W32 W20 S9 (TYP) DO W N T O W N W A T E R A N D S A N I T A R Y S E W E R R E P L A C E M E N T P R O J E C T SP E C N O . 2 0 1 9 - 1 7 S11 UTILITY PROFILE STATE STREET SCALE: HORIZONTAL: 1"=20' VERTICAL: 1"=2' W34 S12 W22 W10 W7 W16 W13 W1 6" M I N 3' M I N I M U M W10 W16 W7 W24 W16 W6 W32 W31 W18 13 12 W10 W13 S3 W22 42 62 63 64 65 66 67 68 69 3143 44 45 46 47 W13 S1 W1 20 19 SEE SHEET C-104 FOR STATE STREET PLAN & PROFILE W17 W8 NOTE: CONTRACTOR TO LOCATE AND EXPOSE EXISTING WATER AND SEWER PIPE PRIOR TO CONSTRUCTION. 8" SEWER PVC SDR 26 6" WATER C900 PVC 12" WATER C900 PVC W16 W24 6" M I N HORIZ. HORIZ. (E) 6" W (STL) (E) 8" SS (VC)(E) 12" W (AC) W32 W32 S1 W17 S4 W8 W18 (TYP) (TYP) W10 W18 W7 S5 3/ 6 / 2 0 2 0 CO N F O R M S E T Page 102 of 292 PH 1 3 PH 1 4 B3 22 + 0 0 23 + 0 0 100+00 101+00 102+00 103+00 104+00 SSMH #510 100+00 101+00 102+00 103+00 104+00 S8" SS 10 " S S 8" SS 22 + 0 0 23 + 0 0 S EL E V A T I O N EL E V A T I O N 625 630 635 640 625 630 635 640 100+00 101+00 102+00 103+00 104+00 104+50 100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50 EG AT CL ALIGNMENT 10 " I N N , I N V = 6 2 7 . 6 0 8" I N W , I N V = 6 2 7 . 6 5 10 " O U T S , I N V = 6 2 7 . 5 0 (N ) S S M H # 1 0 6 ST A = 2 2 + 5 3 RI M E L = 6 3 4 . 6 2 242 LF OF 8" SS @ S = 0 . 0 1 0 0 242 LF OF 8" SS @ S = 0 . 0 1 0 0 (N ) 6 " F H STA 102+59 0.7° DEFLECTION 40 LF (N) 6" W 26 LF (N) 12" W (E ) 1 2 " W A T E R ( A C ) (E ) 4 " G A S ( B L K S T L ) (E ) 6 " W A T E R ( A C ) DE P T H U N K 23 LF (N) 6" W 11 LF (N) 6" W STA 102+39 0.6° DEFLECTION STA 100+85 0.1° DEFLECTION 154 LF ( N ) 6 " W 20 2 0 - 0 3 - 0 6 9: 5 1 A M LH E R N A N D E Z N: \ U S \ S A N T A R O S A \ P R O J E C T S \ 5 6 1 \ 1 1 1 9 1 7 0 5 \ D I G I T A L _ D E S I G N \ A C A D 2 0 1 8 \ U K I A H U T I L I T I E S P R O J E C T \ S H E E T S \ 1 1 1 9 1 7 0 5 ( U S E T ) _ C - 1 0 1 - 1 0 8 . D W G SHEET DRWN: PROJ NO: 0 1" BA R I S O N E I N C H O N OR I G I N A L D R A W I N G OF DE S C R I P T I O N DA T E MA R K IS S U E CHKD: RE U S E O F D O C U M E N T S 22 3 5 M e r c u r y W a y , S u i t e 1 5 0 Sa n t a R o s a , C a l i f o r n i a 9 5 4 0 7 , U S A T 1 7 0 7 5 2 3 1 0 1 0 F 1 7 0 7 5 2 7 8 6 7 9 W ww w . g h d . c o m GH D I n c . Th i s do c u m e n t an d th e id e a s an d de s i g n s in c o r p o r a t e d he r e i n , as an in s t r u m e n t of pr o f e s s i o n a l se r v i c e , is th e pr o p e r t y of GH D an d sh a l l no t be re u s e d in wh o l e or in pa r t fo r an y ot h e r pr o j e c t wi t h o u t GH D ' s wr i t t e n au t h o r i z a t i o n . © 20 2 0 G H D 11191705 CI T Y O F U K I A H DO W N T O W N W A T E R & S A N I T A R Y SE W E R R E P L A C E M E N T P R O J E C T 22 C6 8 3 0 4 9/ 3 0 / 2 1 No . Ex p . REGISTERE D P R O F E SSIONAL E N G I N E E R STATE OF C A L I F O R N IA C I V I L MATTH E W G L EN K E N N E D Y C-108 14 PL A N & P R O F I L E ST A N D L E Y S T R E E T S T A . 1 0 0 + 0 0 - S T A . 1 0 4 + 5 0 CP JS BE G I N W O R K S T A N D L E Y S T R E E T S T A . 1 0 0 + 0 0 0 40'20'10' N N S T A T E S T STANDLEY ST N S C H O O L S T UTILITY PLAN STANDLEY STREET SCALE: 1" = 20' SHEET KEYNOTES SHEET GENERAL NOTES S4 S3 S6 SSMH #106 S1.PROVIDE (N) 48" SANITARY MANHOLE PER CITY STD 201. S3.PROVIDE (N) 8" SDR 26 PVC SEWER MAIN. S4.CONNECT TO (E) SEWER MAIN WITH COUPLING. CONTRACTOR TO LOCATE (E) SEWER IN FIELD AND MATCH (E) GRADES S6.REMOVE (E) SANITARY SEWER MAIN S8.PROVIDE (N) 4" PVC SANITARY SEWER LATERAL PER CITY STD 213 AND REMOVE OR ABANDON (E) LATERAL. S9.PROVIDE (N) SS CLEANOUT. SEE DETAIL 2 ON DRAWING C-502. S12.LOCATE (E) SEWER LATERAL 1 FT FROM PROPERTY BOUNDARY PER SECTION 77 OF THE SPECIAL PROVISIONS PRIOR TO INSTALLING WYE FOR (N) LATERAL. `W1.ABANDON (E) WATER MAIN. REMOVE WHERE IN CONFLICT WITH THE (N) WATER MAIN. FILL WITH CONTROLLED LOW STRENGTH MATERIAL WHERE (E) WATER IS LOCATED UNDER BUILDINGS AND ROADWAYS. REMOVE (E) VALVES. W3.PROVIDE (N) 6" WATER MAIN. W7.PROVIDE (N) 12" GATE VALVE PER CITY STD 307. W8.PROVIDE (N) 6" GATE VALVE PER CITY STD 307. W10.PROVIDE (N) FIRE HYDRANT AND LATERAL PER DETAIL 1 ON DRAWING C-503. MAINTAIN MINIMUM 3' CLEARANCE FROM (N) HYDRANT TO OTHER ABOVE GRADE OBSTRUCTIONS. W13.PROVIDE (N) 45° BEND. W16.PROVIDE (N) 12" X 12" X 6" TEE. W18.CONNECT TO (E) AC PIPE WITH "WIDE RANGE" STYLE COUPLING. W20.PROVIDE SINGLE WATER SERVICE LATERAL PER CITY STD 301. W22.PROVIDE 12" TO 6" REDUCER. W23.REMOVE (E) GATE VALVE AND CONNECT TO (E) AC PIPE WITH "WIDE RANGE" STYLE COUPLING. W24.PROVIDE (N) 12" X 12" CROSS. W31.UPON SATISFACTORY COMPLETION OF NEW WATER MAIN TESTING, REMOVE EXISTING BLOCK AND ELBOW MAKE 6" OR 12" TIE-IN AS SINGLE OPERATION UNDER AUTHORIZED CITY INSPECTION. W32.INSTALL TEMPORARY BLOWOFF. SEE DETAIL 2 ON DRAWING C-503. W34.LOCATE AND CONNECT TO (E) SERVICE 1' FROM PROPERTY BOUNDARY. S8(TYP) S9 (TYP) W8 W3 W1 1.LOCATION OF EXISTING UTILITIES, STRUCTURES AND OBSTACLES ARE APPROXIMATE IN PLAN AND PROFILE AND BASED ON BEST AVAILABLE INFORMATION. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE TO LOCATE ALL EXISTING UTILITIES TO SUCCESSFULLY COMPLETE THIS PROJECT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2.CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (USA) AT (800) 227-2600 OR 811 A MINIMUM OF TWO WORKING DAYS PRIOR TO ANY EXCAVATION OR PLANNED WORK OPERATIONS FOR MARK OUTS OF EXISTING UNDERGROUND FACILITIES. 3.CONTRACTOR IS ADVISED OF THE PRESENCE OF SHALLOW STORM DRAINS THROUGHOUT THE PROJECT AREA. STORM DRAINS SHALL BE PROTECTED IN PLACE DURING ALL CONTRACTOR WORK. 4.CONTRACTOR SHALL UNDERTAKE CCTV INSPECTION OF THE EXISTING SANITARY SEWER MAIN AND CONFIRM THE LOCATION OF ALL LIVE SANITARY SEWER LATERALS PRIOR TO CONSTRUCTION. 5.NOT ALL EXISTING UTILITIES ARE SHOWN ON PROFILE. REFER TO PLAN AND POTHOLE INFORMATION FOR APPROXIMATE LOCATION AND DEPTH OF (E) UTILITIES. 6.DO NOT EXCEED 80% OF THE MAX ALLOWABLE DEFLECTION AT PUSH-ON AND MECHANICAL JOINTS. MAX DEFLECTION AT PUSH-ON JOINTS IS 0.80°; MAX DEFLECTION AT MECHANICAL JOINTS AND COUPLINGS IS 4° OR AS PER MANUFACTURER'S REQUIREMENTS. 7.SEE G-006 FOR NUMBERED SS CLEANOUTS, FIRE HYDRANTS, WATER METERS, AND TEES UTILITY STATION AND OFFSET INFORMATION. 9.CONCRETE THRUST BLOCKS SHALL BE INSTALLED AT ALL LOCATIONS PER CITY STD 312. CONCRETE THRUST BLOCKS SHALL BE INSTALLED IN ADDITION TO RESTRAINED PIPE WHERE LOCATED AT OR NEAR A PIPE LOWERING/PIPE RAISING LOCATION. W20 (TYP) (TYP) W13 W31 W32 W18 DO W N T O W N W A T E R A N D S A N I T A R Y S E W E R R E P L A C E M E N T P R O J E C T SP E C N O . 2 0 1 9 - 1 7 W34(TYP)S12 UTILITY PROFILE STATE STREET SCALE: HORIZONTAL: 1"=20' VERTICAL: 1"=2' W22 W10 W7 W8 W13 W22 3' M I N I M U M W18W32 W31 W13 W24 W22 W7 W16 W10 W22 W23 W3 S3S6 14 48 70 49 50 51 52 53 71 72 73 74 75 76 SEE SHEET C-105 FOR STATE STREET PLAN & PROFILE NOTE: CONTRACTOR TO LOCATE AND EXPOSE EXISTING SEWER AND WATER PIPE PRIOR TO CONSTRUCTION. 8" SEWER PVC SDR 26 6" WATER PVC 12" WATER DIP 6" WATER C900 PVC W13 6" MI N W24 W13 HORIZ. HORIZ. (E) 6" W (AC) (E) 6" W (AC) (E) 8" SS (VC) W16 S1 W32 W32 W18 S4 W18 W1 W1 W23 RESTRAINED PIPE STA 103+05 TO STA 130+32 22 S7 S5 S1 3/ 6 / 2 0 2 0 CO N F O R M S E T Page 103 of 292 SS M H # 5 9 6 CONCRETE BELOW PAVEMENT 4+ 0 0 5+ 0 0 S 4+ 0 0 5+ 0 0 S EL E V A T I O N EL E V A T I O N 608 609 610 611 612 613 614 615 616 617 618 619 620 621 622 623 624 608 609 610 611 612 613 614 615 616 617 618 619 620 621 622 623 624 -88 -80 -70 -60 -50 -40 -30 -20 -10 00 10 20 30 40 50 60 70 80 90 W CLAY ST 13 + 0 0 14 + 0 0 CONCRETE BELOW PAVEMENT S 13 + 0 0 14 + 0 0 S EL E V A T I O N EL E V A T I O N 614 615 616 617 618 619 620 621 622 623 624 625 626 627 628 629 630 614 615 616 617 618 619 620 621 622 623 624 625 626 627 628 629 630 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 00 10 20 30 40 50 60 70 80 90 100 110 120 (N ) 6 " F H (N ) 6 " F H RESTRAINED PIPE STA -48 TO +12 20 2 0 - 0 3 - 0 6 9: 5 1 A M LH E R N A N D E Z N: \ U S \ S A N T A R O S A \ P R O J E C T S \ 5 6 1 \ 1 1 1 9 1 7 0 5 \ D I G I T A L _ D E S I G N \ A C A D 2 0 1 8 \ U K I A H U T I L I T I E S P R O J E C T \ S H E E T S \ 1 1 1 9 1 7 0 5 ( U S E T ) _ C - 1 0 9 - 1 1 1 . D W G SHEET DRWN: PROJ NO: 0 1" BA R I S O N E I N C H O N OR I G I N A L D R A W I N G OF DE S C R I P T I O N DA T E MA R K IS S U E CHKD: RE U S E O F D O C U M E N T S 22 3 5 M e r c u r y W a y , S u i t e 1 5 0 Sa n t a R o s a , C a l i f o r n i a 9 5 4 0 7 , U S A T 1 7 0 7 5 2 3 1 0 1 0 F 1 7 0 7 5 2 7 8 6 7 9 W ww w . g h d . c o m GH D I n c . Th i s do c u m e n t an d th e id e a s an d de s i g n s in c o r p o r a t e d he r e i n , as an in s t r u m e n t of pr o f e s s i o n a l se r v i c e , is th e pr o p e r t y of GH D an d sh a l l no t be re u s e d in wh o l e or in pa r t fo r an y ot h e r pr o j e c t wi t h o u t GH D ' s wr i t t e n au t h o r i z a t i o n . © 20 2 0 G H D 11191705 CI T Y O F U K I A H DO W N T O W N W A T E R & S A N I T A R Y SE W E R R E P L A C E M E N T P R O J E C T 22 C6 8 3 0 4 9/ 3 0 / 2 1 No . Ex p . REGISTERE D P R O F E SSIONAL E N G I N E E R STATE OF C A L I F O R N IA C I V I L MATTH E W G L EN K E N N E D Y C-109 15 ST A T E S T R E E T W A T E R C O N N E C T I O N PL A N A N D P R O F I L E S - 1 SJD CW N 0 40'20'10'STATE STREET AND MILL STREET UTILITY PLAN SCALE: 1" = 20' MILL ST W1.ABANDON (E) WATER MAIN. REMOVE WHERE IN CONFLICT WITH THE (N) WATER MAIN. FILL WITH CONTROLLED LOW STRENGTH MATERIAL WHERE (E) WATER IS LOCATED UNDER BUILDINGS AND ROADWAYS. REMOVE (E) VALVE. W3.PROVIDE (N) 6" WATER MAIN. W6.PROVIDE (N) 12" WATER MAIN. W7.PROVIDE (N) 12" GATE VALVE PER CITY STD 307. W8.PROVIDE (N) 6" GATE VALVE PER CITY STD 307. W9.REMOVE (E) FIRE HYDRANT AND VALVE. W10.PROVIDE (N) FIRE HYDRANT AND LATERAL PER DETAIL 1 ON SHEET C-503. MAINTAIN MINIMUM 3' CLEARANCE FROM (N) HYDRANT TO OTHER ABOVE GRADE OBSTRUCTIONS. W11.PROVIDE (N) 11.25° BEND. W12.PROVIDE (N) 22.5° BEND. W13.PROVIDE (N) 45° BEND. W16.PROVIDE (N) 12" X 12" X 6" TEE. W17.CONNECT TO (E) CI PVC OR DI PIPE WITH MECHANICAL JOINT SOLID SLEEVE. W22.PROVIDE (N) 12" TO 6" REDUCER. W23.REMOVE (E) GATE VALVE AND CONNECT TO (E) AC PIPE WITH "WIDE RANGE" STYLE COUPLING. W24.PROVIDE (N) 12" X 12" CROSS. W25.PROVIDE (N) 6" X 6" X 6" TEE. W26.PROVIDE (N) 12" X 12" X 12" TEE. W29.PROVIDE (N) 12" TO 8" REDUCER. W31.UPON SATISFACTORY COMPLETION OF NEW WATER MAIN TESTING, REMOVE EXISTING BLOCK AND ELBOW MAKE 6" OR 12" TIE-IN AS SINGLE OPERATION UNDER AUTHORIZED CITY INSPECTION. W32.INSTALL TEMPORARY BLOWOFF. SEE DETAIL 2 ON DRAWING C-503. W33.PROVIDE (N) 12" TO 6" ECCENTRIC REDUCER. W38.PROVIDE (N) AIR RELIEF VALVE PER DETAIL 1/C-504. SHEET KEYNOTES SHEET GENERAL NOTES 1.LOCATION OF EXISTING UTILITIES, STRUCTURES AND OBSTACLES ARE APPROXIMATE IN PLAN AND PROFILE AND BASED ON BEST AVAILABLE INFORMATION. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE TO LOCATE ALL EXISTING UTILITIES TO SUCCESSFULLY COMPLETE THIS PROJECT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2.CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (USA) AT (800) 227-2600 OR 811 A MINIMUM OF TWO WORKING DAYS PRIOR TO ANY EXCAVATION OR PLANNED WORK OPERATIONS FOR MARK OUTS OF EXISTING UNDERGROUND FACILITIES. 3.CONTRACTOR IS ADVISED OF THE PRESENCE OF SHALLOW STORM DRAINS THROUGHOUT THE PROJECT AREA. STORM DRAINS SHALL BE PROTECTED IN PLACE DURING ALL CONTRACTOR WORK. 4.CONTRACTOR SHALL UNDERTAKE CCTV INSPECTION OF THE EXISTING SANITARY SEWER MAIN AND CONFIRM THE LOCATION OF ALL LIVE SANITARY SEWER LATERALS PRIOR TO CONSTRUCTION. 5.NOT ALL EXISTING UTILITIES ARE SHOWN ON PROFILE. REFER TO PLAN AND POTHOLE INFORMATION FOR APPROXIMATE LOCATION AND DEPTH OF (E) UTILITIES. 6.SHEET KEYNOTES ARE FOR WATER CONNECTION SECTIONS ONLY. REFER TO C101 - C108 PLAN AND PROFILES FOR ALL SHEET KEYNOTES. 7.DO NOT EXCEED 80% OF THE MAX ALLOWABLE DEFLECTION AT PUSH-ON AND MECHANICAL JOINTS. MAX DEFLECTION AT PUSH-ON JOINTS IS 0.80°; MAX DEFLECTION AT MECHANICAL JOINTS AND COUPLINGS IS 4° OR AS PER MANUFACTURER'S REQUIREMENTS. 8.SEE G-006 FOR NUMBERED SS CLEANOUTS, FIRE HYDRANTS, WATER METERS, ARV AND TEES UTILITY STATION AND OFFSET INFORMATION. 9.CONCRETE THRUST BLOCKS SHALL BE INSTALLED AT ALL LOCATIONS PER CITY STD 312. CONCRETE THRUST BLOCKS SHALL BE INSTALLED IN ADDITION TO RESTRAINED PIPE WHERE LOCATED AT OR NEAR A PIPE LOWERING/PIPE RAISING LOCATION. 10.CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS IN THE HORIZONTAL ALIGNMENTS OF CONDUITS AS NECESSARY TO ACHIEVE 3' HORIZONTAL AND 6" VERTICAL CLEARANCE TO ADJACENT WATER AND SEWER MAINS AND SERVICE LATERALS. W32 W23 W3 W25 W8 W23 W9 W23 W22 W24 W31 W31 W32 W31 R/W (TYP) W32 W11 DO W N T O W N W A T E R A N D S A N I T A R Y S E W E R R E P L A C E M E N T P R O J E C T SP E C N O . 2 0 1 9 - 1 7 W7 ST A T E S T W12 W8 W3 0 4'2' A C-109 MILL STREET UTILITY SECTION HORIZONTAL SCALE: 1" = 20', VERTICAL SCALE: 1"=2' 0 40'20'10' HORIZONTAL SCALE VERTICAL SCALE N 0 40'20'10'STATE STREET AND CLAY STREET UTILITY PLAN SCALE: 1" = 20' SSMH #102 W32 W13W16 W31 R/W (TYP) W17 ST A T E S T W17 W22 CLAY ST W10 W9 W16 W6 W31 W32 W7 W26 W12 0 4'2' B C-109 CLAY STREET UTILITY SECTION HORIZONTAL SCALE: 1" = 20', VERTICAL SCALE: 1"=2' 0 40'20'10' HORIZONTAL SCALE VERTICAL SCALE A C-109 B C-109 (E) GROUND (E ) R O A D C L W24 W32 W22 W7 W13 W25 W13 W13 (E ) 6 " W ( A C ) (D E P T H U N K ) (E ) 6 " W ( P V C ) (D E P T H U N K ) A C-109 A C-109 A C-109 B C-109 B C-109 (E) GROUND (E ) R O A D C L (E ) 2 " G A S (D E P T H U N K ) (E ) 8 " W ( A C ) (D E P T H U N K ) (E ) 4 " G A S (D E P T H U N K ) (E) 8" W (STL) (DEPTH UNK) W26 W17W22 W16 W13 W16 W32 W29 W7 (E ) 6 " W ( A C ) (D E P T H U N K ) W8 W33 (E) 6" W (AC) (DEPTH UNK) (E ) 6 " W ( A C ) (D E P T H U N K ) (E) 6" W (AC) (DEPTH UNK) (E) 6" W (PVC) (DEPTH UNK) W12 (E ) 1 5 " S T O R M (I N V 6 1 5 . 2 ) (E ) 1 2 " S D (I N V 6 2 1 . 1 0 ) (N ) U T I L I T Y T R E N C H ' S E C T I O N T ' UK I A H U N D E R G R O U N D P R O J . (U N D E R W A T E R , O V E R S E W E R , AN D M I N 6 " C L E A R A N C E ) W11 W13 W33 W7 W32 W13 W7 W26 W13 W13 W12 W13 W11 W13 12 " MI N (E ) 8 " S S (I N V 6 1 9 . 4 0 ) (N ) 1 0 " S S (I N V 6 1 9 . 2 0 ) 12 " MI N 6" M I N 6" M I N HORIZ. HORIZ. HORIZ. HORIZ. MJ HORIZ. HORIZ. (N) CONDUIT ELECTRICAL DUCT BANK PROVIDED FOR COORDINATION PURPOSES ONLY. SEE UKIAH UTILITY PROJECT DRAWING FOR EXACT LOCATION 12" WATER DIP 6" WATER DIP 6" WATER DIP 6" M I N 7 6 W10 14 11 W1 W1 W1 W1 (N ) 1 0 " S S IN V 6 1 2 . 0 0 W29 (MJ) 4.0° DEFLECTION 3.0° DEFLECTION W1 2 W1 W23 W1 W23 W32 W10 W10 PROVIDE MIN 15FT RESTRAINED PIPE WEST OF UPPER W13 AND MIN. 5FT EAST OF LOWER W13 OR ANCHOR BLOCKS 12" WATER DIP RESTRAINED PIPE STA -10 TO STA +42 12" WATER C900 PVC 6" MI N W17 W38 W38 12" WATER C900 PVC 3 3/ 6 / 2 0 2 0 CO N F O R M S E T Page 104 of 292 18 + 0 0 CONCRETE BELOW PAVEMENT S18 + 0 0 S 8" SS EL E V A T I O N EL E V A T I O N 623 624 625 626 627 628 629 630 631 632 633 634 635 636 637 623 624 625 626 627 628 629 630 631 632 633 634 635 636 637 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 00 10 20 30 40 50 (N ) 6 " F H 25 + 0 0 S COS 25 + 0 0 S CONCRETE BELOW PAVEMENT EL E V A T I O N EL E V A T I O N 625 626 627 628 629 630 631 632 633 634 635 636 637 638 639 640 625 626 627 628 629 630 631 632 633 634 635 636 637 638 639 640 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 00 10 20 30 40 50 60 70 80 90 100 110 (N ) 6 " F H (N ) 6 " F H STA 0+12 0.8° DEFLECTION STA 0+34 0.8° DEFLECTION STA 0+41 0.8° DEFLECTION STA 0+53 0.8° DEFLECTION 20 2 0 - 0 3 - 0 6 9: 5 2 A M LH E R N A N D E Z N: \ U S \ S A N T A R O S A \ P R O J E C T S \ 5 6 1 \ 1 1 1 9 1 7 0 5 \ D I G I T A L _ D E S I G N \ A C A D 2 0 1 8 \ U K I A H U T I L I T I E S P R O J E C T \ S H E E T S \ 1 1 1 9 1 7 0 5 ( U S E T ) _ C - 1 0 9 - 1 1 1 . D W G SHEET DRWN: PROJ NO: 0 1" BA R I S O N E I N C H O N OR I G I N A L D R A W I N G OF DE S C R I P T I O N DA T E MA R K IS S U E CHKD: RE U S E O F D O C U M E N T S 22 3 5 M e r c u r y W a y , S u i t e 1 5 0 Sa n t a R o s a , C a l i f o r n i a 9 5 4 0 7 , U S A T 1 7 0 7 5 2 3 1 0 1 0 F 1 7 0 7 5 2 7 8 6 7 9 W ww w . g h d . c o m GH D I n c . Th i s do c u m e n t an d th e id e a s an d de s i g n s in c o r p o r a t e d he r e i n , as an in s t r u m e n t of pr o f e s s i o n a l se r v i c e , is th e pr o p e r t y of GH D an d sh a l l no t be re u s e d in wh o l e or in pa r t fo r an y ot h e r pr o j e c t wi t h o u t GH D ' s wr i t t e n au t h o r i z a t i o n . © 20 2 0 G H D 11191705 CI T Y O F U K I A H DO W N T O W N W A T E R & S A N I T A R Y SE W E R R E P L A C E M E N T P R O J E C T 22 C6 8 3 0 4 9/ 3 0 / 2 1 No . Ex p . REGISTERE D P R O F E SSIONAL E N G I N E E R STATE OF C A L I F O R N IA C I V I L MATTH E W G L EN K E N N E D Y C-110 16 ST A T E S T R E E T W A T E R C O N N E C T I O N PL A N A N D P R O F I L E S - 2 SJD CW N 0 40'20'10' STATE STREET AND CHURCH STREET UTILITY PLAN SCALE: 1" = 20' CHURCH ST SSMH #104 W1.ABANDON (E) WATER MAIN. REMOVE WHERE IN CONFLICT WITH THE (N) WATER MAIN. FILL WITH CONTROLLED LOW STRENGTH MATERIAL WHERE (E) WATER IS LOCATED UNDER BUILDINGS AND ROADWAYS. REMOVE (E) VALVE. W6.PROVIDE (N) 12" WATER MAIN. W7.PROVIDE (N) 12" GATE VALVE PER CITY STD 307. W9.REMOVE (E) FIRE HYDRANT AND VALVE. W10.PROVIDE (N) FIRE HYDRANT AND LATERAL PER DETAIL 1 ON SHEET C-503. MAINTAIN MINIMUM 3' CLEARANCE FROM (N) HYDRANT TO OTHER ABOVE GRADE OBSTRUCTIONS. W12.PROVIDE (N) 22.5° BEND. W13.PROVIDE (N) 45° BEND. W16.PROVIDE (N) 12" X 12" X 6" TEE. W18.CONNECT TO (E) AC PIPE WITH "WIDE RANGE" STYLE COUPLING. W20.PROVIDE SINGLE WATER SERVICE LATERAL PER CITY STD 301. W22.PROVIDE (N) 12" TO 6" REDUCER. W24.PROVIDE (N) 12" X 12" CROSS. W26.PROVIDE (N) 12" X 12" X 12" TEE. W30.PROVIDE (N) 12" TO 10" REDUCER. W31.UPON SATISFACTORY COMPLETION OF NEW WATER MAIN TESTING, REMOVE EXISTING BLOCK AND ELBOW MAKE 6" OR 12" TIE-IN AS SINGLE OPERATION UNDER AUTHORIZED CITY INSPECTION. W32.INSTALL TEMPORARY BLOWOFF. SEE DETAIL 2 ON DRAWING C-503. W34.LOCATE AND CONNECT TO (E) SERVICE 1' FROM PROPERTY BUILDING. W36.PROVIDE (N) 1" SERVICE TAPPING. CONNECT TO (E) WATER METER. SHEET KEYNOTES SHEET GENERAL NOTES 1.LOCATION OF EXISTING UTILITIES, STRUCTURES AND OBSTACLES ARE APPROXIMATE IN PLAN AND PROFILE AND BASED ON BEST AVAILABLE INFORMATION. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE TO LOCATE ALL EXISTING UTILITIES TO SUCCESSFULLY COMPLETE THIS PROJECT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2.CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (USA) AT (800) 227-2600 OR 811 A MINIMUM OF TWO WORKING DAYS PRIOR TO ANY EXCAVATION OR PLANNED WORK OPERATIONS FOR MARK OUTS OF EXISTING UNDERGROUND FACILITIES. 3.CONTRACTOR IS ADVISED OF THE PRESENCE OF SHALLOW STORM DRAINS THROUGHOUT THE PROJECT AREA. STORM DRAINS SHALL BE PROTECTED IN PLACE DURING ALL CONTRACTOR WORK. 4.CONTRACTOR SHALL UNDERTAKE CCTV INSPECTION OF THE EXISTING SANITARY SEWER MAIN AND CONFIRM THE LOCATION OF ALL LIVE SANITARY SEWER LATERALS PRIOR TO CONSTRUCTION. 5.NOT ALL EXISTING UTILITIES ARE SHOWN ON PROFILE. REFER TO PLAN AND POTHOLE INFORMATION FOR APPROXIMATE LOCATION AND DEPTH OF (E) UTILITIES. 6.SHEET KEYNOTES ARE FOR WATER CONNECTION SECTIONS ONLY. REFER TO C101 - C108 PLAN AND PROFILES FOR ALL SHEET KEYNOTES. 7.DO NOT EXCEED 80% OF THE MAX ALLOWABLE DEFLECTION AT PUSH-ON AND MECHANICAL JOINTS. MAX DEFLECTION AT PUSH-ON JOINTS IS 0.80°; MAX DEFLECTION AT MECHANICAL JOINTS AND COUPLINGS IS 4° OR AS PER MANUFACTURER'S REQUIREMENTS. 8.SEE G-006 FOR NUMBERED SS CLEANOUTS, FIRE HYDRANTS, WATER METERS, AND TEES UTILITY STATION AND OFFSET INFORMATION. 9.CONCRETE THRUST BLOCKS SHALL BE INSTALLED AT ALL LOCATIONS PER CITY STD 312. CONCRETE THRUST BLOCKS SHALL BE INSTALLED IN ADDITION TO RESTRAINED PIPE WHERE LOCATED AT OR NEAR A PIPE LOEWRING/PIPE RAISING LOCATION. W13 W26 W9 W18 W32 R/W (TYP) W6 DO W N T O W N W A T E R A N D S A N I T A R Y S E W E R R E P L A C E M E N T P R O J E C T SP E C N O . 2 0 1 9 - 1 7 W16 ST A T E S T W31 A C-110 CHURCH STREET UTILITY SECTION HORIZONTAL SCALE: 1" = 20', VERTICAL SCALE: 1"=2' 0 40'20'10' HORIZONTAL SCALE N 0 40'20'10'STATE STREET AND SMITH STREET UTILITY PLAN SCALE: 1" = 20' W32 W16 W31 R/W (TYP) W22 ST A T E S T W18 SMITH ST W10W9 W16 W6 W31 W32 W24 W10W9 0 4'2' B C-110 SMITH STREET UTILITY SECTION HORIZONTAL SCALE: 1" = 20', VERTICAL SCALE: 1"=2' 0 40'20'10' HORIZONTAL SCALE VERTICAL SCALE A C-110 W30 W10 W7 W13 0 4'2' VERTICAL SCALE SSMH #107 W22 W18 W7 B C-110 B C-110 (E ) 1 0 " W ( A C ) (D E P T H U N K ) (E ) 8 " S T O R M (I N V 6 2 9 . 4 7 ) (E) 10" W DEPTH UNK W26 W7 W13 W16 W30 (E) GROUND(E ) R O A D C L (E) GROUND (E ) R O A D C L (E ) 8 " S T O R M (I N V 6 1 3 . 9 6 ) (E ) 4 " W A T E R (D E P T H U N K ) W24 W7 W7 W16 W22W18 W16 W13 W22 W18 (E) 6" W DEPTH UNK (E) 6" W D E P T H U N K (E ) 1 0 " W A T E R (D E P T H U N K ) (E ) E L E C T R I C A L (S I Z E & D E P T H U N K ) (E ) G A S (S I Z E & D E P T H U N K ) W18 W12 W32 W32 W7 W13 HORIZ. 6" MI I N 6" MI N 12 " MI N W7 12" WATER PVC12" WATER C900 PVC OR DIP 10 15 16 30 25 49 17 A C-110 W1 W1 W1 W1 W1 W36 W20 W34 W10 W32 W10 W10 RESTRAINED PIPE STA -58 TO STA-26 HORIZ. 3/ 6 / 2 0 2 0 CO N F O R M S E T Page 105 of 292 152+00 153+00 153+25 S 27 + 0 0 28 + 0 0 S EL E V A T I O N EL E V A T I O N 618 619 620 621 622 623 624 625 626 627 628 629 630 631 632 618 619 620 621 622 623 624 625 626 627 628 629 630 631 632 -90 -80 -70 -60 -50 -40 -30 -20 -10 00 10 20 30 40 50 60 70 80 90 100 110 STA -0+33 0.8° DEFLECTION STA -0+23 0.6° DEFLECTION (N ) 6 " F H 20 2 0 - 0 3 - 0 6 9: 5 2 A M LH E R N A N D E Z N: \ U S \ S A N T A R O S A \ P R O J E C T S \ 5 6 1 \ 1 1 1 9 1 7 0 5 \ D I G I T A L _ D E S I G N \ A C A D 2 0 1 8 \ U K I A H U T I L I T I E S P R O J E C T \ S H E E T S \ 1 1 1 9 1 7 0 5 ( U S E T ) _ C - 1 0 9 - 1 1 1 . D W G SHEET DRWN: PROJ NO: 0 1" BA R I S O N E I N C H O N OR I G I N A L D R A W I N G OF DE S C R I P T I O N DA T E MA R K IS S U E CHKD: RE U S E O F D O C U M E N T S 22 3 5 M e r c u r y W a y , S u i t e 1 5 0 Sa n t a R o s a , C a l i f o r n i a 9 5 4 0 7 , U S A T 1 7 0 7 5 2 3 1 0 1 0 F 1 7 0 7 5 2 7 8 6 7 9 W ww w . g h d . c o m GH D I n c . Th i s do c u m e n t an d th e id e a s an d de s i g n s in c o r p o r a t e d he r e i n , as an in s t r u m e n t of pr o f e s s i o n a l se r v i c e , is th e pr o p e r t y of GH D an d sh a l l no t be re u s e d in wh o l e or in pa r t fo r an y ot h e r pr o j e c t wi t h o u t GH D ' s wr i t t e n au t h o r i z a t i o n . © 20 2 0 G H D 11191705 CI T Y O F U K I A H DO W N T O W N W A T E R & S A N I T A R Y SE W E R R E P L A C E M E N T P R O J E C T 22 C6 8 3 0 4 9/ 3 0 / 2 1 No . Ex p . REGISTERE D P R O F E SSIONAL E N G I N E E R STATE OF C A L I F O R N IA C I V I L MATTH E W G L EN K E N N E D Y C-111 17 ST A T E S T R E E T W A T E R C O N N E C T I O N PL A N A N D P R O F I L E S - 3 SJD CW N 0 40'20'10' STATE STREET AND HENRY STREET UTILITY PLAN SCALE: 1" = 20' HENRY ST SSMH #109 W1.ABANDON (E) WATER MAIN. REMOVE WHERE IN CONFLICT WITH THE (N) WATER MAIN. FILL WITH CONTROLLED LOW STRENGTH MATERIAL WHERE (E) WATER IS LOCATED UNDER BUILDINGS AND ROADWAYS. REMOVE (E) VALVE. W3.PROVIDE (N) 6" WATER MAIN. W6.PROVIDE (N) 12" WATER MAIN. W7.PROVIDE (N) 12" GATE VALVE PER CITY STD 307. W9.REMOVE (E) FIRE HYDRANT AND VALVE. W10.PROVIDE (N) FIRE HYDRANT AND LATERAL PER DETAIL 1 ON SHEET C-503. MAINTAIN MINIMUM 3' CLEARANCE FROM (N) HYDRANT TO OTHER ABOVE GRADE OBSTRUCTIONS. W11.PROVIDE (N) 11.25° BEND. W12.PROVIDE (N) 22.5° BEND. W13.PROVIDE (N) 45° BEND. W14.PROVIDE (N) 90° BEND. W17.CONNECT TO (E) CI, PVC OR DI PIPE WITH MECHANICAL JOINT SOLID SLEEVE. W18.CONNECT TO (E) AC PIPE WITH "WIDE RANGE" STYLE COUPLING. W20.PROVIDE SINGLE WATER SERVICE LATERAL PER CITY STD 301. W22.PROVIDE (N) 12" TO 6" REDUCER. W25.PROVIDE (N) 6" X 6" X 6" TEE. W26.PROVIDE (N) 12" X 12" X 12" TEE. W28.PROVIDE 6" TO 4" REDUCER. W30.PROVIDE (N) 12" TO 10" REDUCER. W31.UPON SATISFACTORY COMPLETION OF NEW WATER MAIN TESTING, REMOVE EXISTING BLOCK AND ELBOW MAKE 6" OR 12" TIE-IN AS SINGLE OPERATION UNDER AUTHORIZED CITY INSPECTION. W32.INSTALL TEMPORARY BLOWOFF. SEE DETAIL 2 ON DRAWING C-503. W34.LOCATE AND CONNECT TO (E) SERVICE 1' FROM PROPERTY BUILDING. W38.PROVIDE (N) AIR RELIEF VALVE PER DETAIL 1/C-504. SHEET KEYNOTES SHEET GENERAL NOTES 1.LOCATION OF EXISTING UTILITIES, STRUCTURES AND OBSTACLES ARE APPROXIMATE IN PLAN AND PROFILE AND BASED ON BEST AVAILABLE INFORMATION. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE TO LOCATE ALL EXISTING UTILITIES TO SUCCESSFULLY COMPLETE THIS PROJECT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2.CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (USA) AT (800) 227-2600 OR 811 A MINIMUM OF TWO WORKING DAYS PRIOR TO ANY EXCAVATION OR PLANNED WORK OPERATIONS FOR MARK OUTS OF EXISTING UNDERGROUND FACILITIES. 3.CONTRACTOR IS ADVISED OF THE PRESENCE OF SHALLOW STORM DRAINS THROUGHOUT THE PROJECT AREA. STORM DRAINS SHALL BE PROTECTED IN PLACE DURING ALL CONTRACTOR WORK. 4.CONTRACTOR SHALL UNDERTAKE CCTV INSPECTION OF THE EXISTING SANITARY SEWER MAIN AND CONFIRM THE LOCATION OF ALL LIVE SANITARY SEWER LATERALS PRIOR TO CONSTRUCTION. 5.NOT ALL EXISTING UTILITIES ARE SHOWN ON PROFILE. REFER TO PLAN AND POTHOLE INFORMATION FOR APPROXIMATE LOCATION AND DEPTH OF (E) UTILITIES. 6.SHEET KEYNOTES ARE FOR WATER CONNECTION SECTIONS ONLY. REFER TO C101 - C108 PLAN AND PROFILES FOR ALL SHEET KEYNOTES. 7.DO NOT EXCEED 80% OF THE MAX ALLOWABLE DEFLECTION AT PUSH-ON AND MECHANICAL JOINTS. MAX DEFLECTION AT PUSH-ON JOINTS IS 0.80°; MAX DEFLECTION AT MECHANICAL JOINTS AND COUPLINGS IS 4° OR AS PER MANUFACTURER'S REQUIREMENTS. 8.SEE G-006 FOR NUMBERED SS CLEANOUTS, FIRE HYDRANTS, WATER METERS, ARV AND TEES UTILITY STATION AND OFFSET INFORMATION. 9.CONCRETE THRUST BLOCKS SHALL BE INSTALLED AT ALL LOCATIONS PER CITY STD 312. CONCRETE THRUST BLOCKS SHALL BE INSTALLED IN ADDITION TO RESTRAINED PIPE WHERE LOCATED AT OR NEAR A PIPE LOEWRING/PIPE RAISING LOCATION. W9 W22 W32 R/W (TYP) DO W N T O W N W A T E R A N D S A N I T A R Y S E W E R R E P L A C E M E N T P R O J E C T SP E C N O . 2 0 1 9 - 1 7 ST A T E S T W31 A C-111 HENRY STREET UTILITY SECTION HORIZONTAL SCALE: 1" = 20', VERTICAL SCALE: 1"=2' 0 40'20'10' HORIZONTAL SCALE A C-111 W18 W7 0 4'2' VERTICAL SCALE W26 W7 W3 W14 W10 W28 W17 W32 W31 A C- 1 1 1 (E) GROUND(E ) R O A D C L (E ) 1 2 " S D (I N V 6 2 4 . 3 4 ) (E ) 2 " G A S ( S T L ) (I N V 6 2 3 . 3 5 ) (N ) 1 0 " S S W R (I N V 6 2 2 . 4 4 ) W26 W22 W12 W13 W28 W17 W13 W22W18 (E) 6" W DEPTH UNK (E) 4" W DEPTH UNK W7 W11 W11 W14 W25 W32 W32 W22 W25 W13 W26 HORIZ. MJ HORIZ. HORIZ. 6" MI N 6" MI N (E ) 1 2 " W ( S T L ) (D E P T H U N K ) (E ) G A S (S I Z E & D E P T H U N K ) W7 W26 W7 W17 W6 6" WATER DIP 6" WATER C900 PVC12" WATER C900 PVC 19 60 61 28 W32 W1 W34 W1 29 W10 W38 W38 (MJ) 2.5° DEFLECTION W20 4 3/ 6 / 2 0 2 0 CO N F O R M S E T Page 106 of 292 C-501 18 CI V I L D E T A I L S - 1 SJD CW 204 SEWER MANHOLE FAME AND COVER NOT TO SCALE 213 SEWER SERVICE LATERAL PL TO BUILDING NOT TO SCALE 220 TRENCH DETAIL SERVICE LATERAL/SEWER MAIN NOT TO SCALE 203 SEWER CLEANOUT NOT TO SCALE201SEWER MANHOLE NOT TO SCALE 20 2 0 - 0 3 - 0 6 9: 5 2 A M LH E R N A N D E Z N: \ U S \ S A N T A R O S A \ P R O J E C T S \ 5 6 1 \ 1 1 1 9 1 7 0 5 \ D I G I T A L _ D E S I G N \ A C A D 2 0 1 8 \ U K I A H U T I L I T I E S P R O J E C T \ S H E E T S \ 1 1 1 9 1 7 0 5 ( U S E T ) _ C - 5 0 1 - 5 0 5 . D W G SHEET DRWN: PROJ NO: 0 1" BA R I S O N E I N C H O N OR I G I N A L D R A W I N G OF DE S C R I P T I O N DA T E MA R K IS S U E CHKD: RE U S E O F D O C U M E N T S 22 3 5 M e r c u r y W a y , S u i t e 1 5 0 Sa n t a R o s a , C a l i f o r n i a 9 5 4 0 7 , U S A T 1 7 0 7 5 2 3 1 0 1 0 F 1 7 0 7 5 2 7 8 6 7 9 W ww w . g h d . c o m GH D I n c . Th i s do c u m e n t an d th e id e a s an d de s i g n s in c o r p o r a t e d he r e i n , as an in s t r u m e n t of pr o f e s s i o n a l se r v i c e , is th e pr o p e r t y of GH D an d sh a l l no t be re u s e d in wh o l e or in pa r t fo r an y ot h e r pr o j e c t wi t h o u t GH D ' s wr i t t e n au t h o r i z a t i o n . © 20 2 0 G H D 11191705 CI T Y O F U K I A H DO W N T O W N W A T E R & S A N I T A R Y SE W E R R E P L A C E M E N T P R O J E C T 22 C6 8 3 0 4 9/ 3 0 / 2 1 No . Ex p . REGISTERE D P R O F E SSIONAL E N G I N E E R STATE OF C A L I F O R N IA C I V I L MATTH E W G L EN K E N N E D Y 1 TYPICAL MANHOLE BASE DETAIL NOT TO SCALE NOTES: 1.THE FLOW CHANNEL SHALL BE OPEN FOR THE FULL WIDTH OF MANHOLE D = I.D. OF PIPE. 2.THE SHELF (SLOPED 1" PER FT.) SHALL HAVE LIGHT BROOM FINISH. 3.FOR APPROVED MANHOLE FRAMES AND COVERS SEE STD MANHOLE FRAME & COVER DETAIL. 4.ALL PIPES SHALL BE SEALED IN WITH A 4" MORTAR FILLET. FOR PLASTIC PIPE, ONE WATERSTOP SHALL BE ADDED AT EACH PIPE PENETRATION. 5.ANY SIDE INLET SHALL ENTER MANHOLE WITH INVERT AT LEAST 0.10' ABOVE INVERT OF OUTLET. IF PIPE SIZE INCREASES THRU MANHOLE, MATCH CROWNS, A DROP MANHOLE IS REQUIRED WHERE I.G. OF INLET IS OVER 6" ABOVE CROWN OF OUTLET. 6.MAINTAIN FULL PIPE DIAMETER AROUND SWEEP. DO NOT FAN-OUT. PROVIDE SMOOTH TRANSITION. SLOPE 1"/FT 6" MIN 8" MIN D D 48" RCP MANHOLE SECTION SEE NOTE 4 CLASS A CONCRETE POUR ON UNDISTURBED EARTH HAND DETAILED GROUT (BRUSH FINISH) DIA OF SEWER PIPE DIA OF SEWER PIPE SLOPE 1":1' M I N FLOW AREAS THROUGH MANHOLES TO BE PIPE OR SMOOTH CONCRETE 2 NOT TO SCALEGROUTING DETAIL 39" M A X SEE NOTE 5 SEE NOTE 6 SEE NOTE 4 8" MIN D 6" MIN SLOPE 2"/FT D PERTAINS TO NON-PLASTIC PIPE ONLY CITY OF UKIAH STANDARD DRAWING NO 203 ADDITIONAL NOTES: 8.SEWER LATERAL SHALL BE A MINIMUM 4” DIAMETER UNLESS SHOWN OTHERWISE ON THE DRAWINGS. SEWER LATERAL SHALL BE OF THE FOLLOWING MATERIAL: A.PVC, SDR 35 (ASTM D-3034) FOR OPEN TRENCH B.HDPE FOR PIPE BURSTING OR APPROVED EQUIVALENT. 9.MINIMUM SLOPE OF LATERAL 2% (1/4” PER FOOT) UNLESS OTHERWISE SPECIFICALLY APPROVED BY THE ENGINEER, IN WHICH CASE THE SLOPE SHALL BE NO LESS THAN 1/8” PER FT. 10.BACKFILL LATERAL TRENCH PER STD DRAWING No. 220. 1 - 2 - 201 - DO W N T O W N W A T E R A N D S A N I T A R Y S E W E R R E P L A C E M E N T P R O J E C T SP E C N O . 2 0 1 9 - 1 7 3/ 6 / 2 0 2 0 CO N F O R M S E T Page 107 of 292 C-502 19 CI V I L D E T A I L S - 2 SJD CW 20 2 0 - 0 3 - 0 6 9: 5 2 A M LH E R N A N D E Z N: \ U S \ S A N T A R O S A \ P R O J E C T S \ 5 6 1 \ 1 1 1 9 1 7 0 5 \ D I G I T A L _ D E S I G N \ A C A D 2 0 1 8 \ U K I A H U T I L I T I E S P R O J E C T \ S H E E T S \ 1 1 1 9 1 7 0 5 ( U S E T ) _ C - 5 0 1 - 5 0 5 . D W G SHEET DRWN: PROJ NO: 0 1" BA R I S O N E I N C H O N OR I G I N A L D R A W I N G OF DE S C R I P T I O N DA T E MA R K IS S U E CHKD: RE U S E O F D O C U M E N T S 22 3 5 M e r c u r y W a y , S u i t e 1 5 0 Sa n t a R o s a , C a l i f o r n i a 9 5 4 0 7 , U S A T 1 7 0 7 5 2 3 1 0 1 0 F 1 7 0 7 5 2 7 8 6 7 9 W ww w . g h d . c o m GH D I n c . Th i s do c u m e n t an d th e id e a s an d de s i g n s in c o r p o r a t e d he r e i n , as an in s t r u m e n t of pr o f e s s i o n a l se r v i c e , is th e pr o p e r t y of GH D an d sh a l l no t be re u s e d in wh o l e or in pa r t fo r an y ot h e r pr o j e c t wi t h o u t GH D ' s wr i t t e n au t h o r i z a t i o n . © 20 2 0 G H D 11191705 CI T Y O F U K I A H DO W N T O W N W A T E R & S A N I T A R Y SE W E R R E P L A C E M E N T P R O J E C T 22 C6 8 3 0 4 9/ 3 0 / 2 1 No . Ex p . REGISTERE D P R O F E SSIONAL E N G I N E E R STATE OF C A L I F O R N IA C I V I L MATTH E W G L EN K E N N E D Y 1 PLASTIC SEWER PIPE DEFLECTION MANDREL NOT TO SCALE 2 SEWER SERVICE LATERAL CLEANOUT NOT TO SCALE NOTES: 1.MARK ALL MANDRELS WITH ASTM SPECIFICATION NUMBER, SDR NUMBER AND DEFLECTION. 2.THE 1/2" BAR STOCK ON EDGE PROVIDES CLEARANCE TO PASS SMALL AMOUNTS OF SOIL WHICH MAY BE IN PIPE. **1.MANDREL DIA. HAS BEEN CALCULATED TO CORRECT CHORD LENGTH ERROR "E". ***2.MIN. PLATE DIAMETER 3.A PROVING RING OF THE SPECIFIED DIAMETER (D1) SHALL BE SUPPLIED WITH EACH DEFLECTION MANDREL. SDR35 PVC ASTM D 3034 ABS ASTM D 2751 D1**D2***NOM. DIA.L 15" 12" 10" 8" 6"6" 8" 10" 12" 15" 4.629 6.537 8.421 10.210 12.729 5% DEFLECTION 13.729 11.210 9.421 7.537 5.629 A - A - 40° D1 D2 1/4" PLATE, D2 DIA WITH 3/4" DIA HOLE 1/2" x 3/16" BAR STOCK E** 3 / 1 6 " ( T Y P ) 3/4" HEX NUT 30 ° ' 1 1/2"±L1 1/2"± 3/4" THREADED ROD 3/4" FERRULE LOOP INSERT SECTION A - A NOTES: 1.THE SEWER SERVICE LATERAL SHALL BE OF SUFFICIENT DEPTH TO ADEQUATELY SERVE THE BUILDING SITE, AND IN NO CASE SHALL BE LESS THAN 3 FT. IN DEPTH AT THE BACK OF THE P.U.E. UNLESS OTHERWISE AUTHORIZED BY THE CITY. 2.WHERE PROBLEMS ARE ANTICIPATED IN PROVIDING SEWER SERVICE TO A GIVEN BUILDING SITE, THE LATERAL INVERT AT THE BACK OF THE P.U.E. SHALL BE STAKED BY THE OWNER'S ENGINEER. 3.MINIMUM 2% EXCEPT WHERE A VARIATION IS SPECIFICALLY APPROVED BY THE CITY. 4.LOCATE (E) SS LATERAL AT PROPERY BOUNDARY PRIOR TO INSTALLING WYE FOR NEW LATERAL. VARIES CONCRETE G-5 CHRISTY BOX WITH LID MARKED SEWER. PLACE BOX IN 8" x 4" THICK CONC COLLAR PLASTIC MECHANICAL COMPRESSION PLUG WITH WING NUT (CHERNE OR EQUAL) 4" PVC RISER 4" ELOW 4" PVC WYE BRANCH 2% SLOPE TO MAIN. SEE NOTE 3 CONNECT TO (E) SEWER LATERAL 1 FT FROM PROPERTY BOUNDARY. CONNECT USING FLEXIBLE SEWER COUPLING (E) SIDEWALK DO W N T O W N W A T E R A N D S A N I T A R Y S E W E R R E P L A C E M E N T P R O J E C T SP E C N O . 2 0 1 9 - 1 7 Page 108 of 292 A G B H C D E F 6" 3" to 4" 18" MIN A B C D E F G H MJ THRUST BLOCK - EXTEND TO UNDISTURBED GROUND SEE STD 311 3. 4. 6" FIRE HYDRANT SEE NOTE 1 6" BREAK-OFF CHECK VALVE SEE NOTE 2 6" FH BURY SECTION DEPTH DETERMINED IN FIELD AND AS REQUIRED 6" D.I. PIPE OR C-900 PVC FLANGE CONNECTION TO MAIN HYDRANT TEE 6" GATE VALVE SEE STD 307 VALVE BOX B RISER CHRISTY G5 OR APPROVED EQUAL. SEE STD DRG 307 STANDARD CURB THRUST BLOCK ON MAINS WHERE VALVES ARE TO BE INSTALLED ADJACENT TO TEES OR CROSSES, THE VALVES SHALL BE FLANGED x MJ WITH FLANGED END BOLTED DIRECTLY TO THE TEE OR CROSS. PROVIDE RESTRAINING GLANDS ON ALL MECHANICAL JOINTS AND MJ FITTINGS. VARIES REFER TO DRAWINGS (18" MINIMUM) ITEM DESCRIPTION NOTES: ROAD PAVEMENT MI N I I 6" BREAKOFF SECTION CONCRETE BLOCK EXTEND TO UNDISTURBED SOIL. 2.BREAK OFF CHECK VALVE SHALL BE BY THE SAME MANUFACTURER AS HYDRANT. MANUFACTURER: CLOW LBI 400A OR APPROVED EQUAL. 1.HYDRANT SHALL BE WET BARREL TYPE WITH TWO (2) 2-1/2" HOSE OUTLETS AND ONE (1) 4-1/2" STEAMER OUTLET. MANUFACTURER: CLOW, MODEL F76 OR APPROVED EQIVALENT. 5.APPLY SINGLE, FULL -STRENGTH COAT OF PAINT TO ENTIRE HYDRANT; PREVENT PAINT FROM ENTERING THREADS AT OUTLET CAPS. USE GLOSS WHITEL OIL BASE PAINT: FULLER OBRIENT (STOCK #312-91), RUST-O-LEUM (STOCK #7692), STYLETONE (STOCK #819-01P) OR APPROVED EQUAL. 3. 4. CONTRACTOR SHALL MAKE FINAL TIE-IN UNDER THE INSPECTION OF A CITY UKIAH REPRESENTATIVE. CONNECT TO (E) MAIN WITH APPROVED COUPLING. NOTES: 2.TEMPORARY WOOD BLOCKING FOR THRUST RESTRAINT TO BE RATED TO EITHER 200PSI OR TEST PRESSURE PLUS 50PSI (WHICHEVER IS GREATER). THRUST BLOCKS SHALL EXTEND AGAINST UNDISTURBED GROUND. 1.END OF (N) MAIN TO BE ON SAME GRADE AS (E) MAIN WHERE POSSIBLE. PLAN ELEVATION 20 2 0 - 0 3 - 0 6 9: 5 2 A M LH E R N A N D E Z N: \ U S \ S A N T A R O S A \ P R O J E C T S \ 5 6 1 \ 1 1 1 9 1 7 0 5 \ D I G I T A L _ D E S I G N \ A C A D 2 0 1 8 \ U K I A H U T I L I T I E S P R O J E C T \ S H E E T S \ 1 1 1 9 1 7 0 5 ( U S E T ) _ C - 5 0 1 - 5 0 5 . D W G SHEET DRWN: PROJ NO: 0 1" BA R I S O N E I N C H O N OR I G I N A L D R A W I N G OF DE S C R I P T I O N DA T E MA R K IS S U E CHKD: RE U S E O F D O C U M E N T S 22 3 5 M e r c u r y W a y , S u i t e 1 5 0 Sa n t a R o s a , C a l i f o r n i a 9 5 4 0 7 , U S A T 1 7 0 7 5 2 3 1 0 1 0 F 1 7 0 7 5 2 7 8 6 7 9 W ww w . g h d . c o m GH D I n c . Th i s do c u m e n t an d th e id e a s an d de s i g n s in c o r p o r a t e d he r e i n , as an in s t r u m e n t of pr o f e s s i o n a l se r v i c e , is th e pr o p e r t y of GH D an d sh a l l no t be re u s e d in wh o l e or in pa r t fo r an y ot h e r pr o j e c t wi t h o u t GH D ' s wr i t t e n au t h o r i z a t i o n . © 20 2 0 G H D 11191705 CI T Y O F U K I A H DO W N T O W N W A T E R & S A N I T A R Y SE W E R R E P L A C E M E N T P R O J E C T 22 C6 8 3 0 4 9/ 3 0 / 2 1 No . Ex p . REGISTERE D P R O F E SSIONAL E N G I N E E R STATE OF C A L I F O R N IA C I V I L MATTH E W G L EN K E N N E D Y C-503 20 CI V I L D E T A I L S - 3 SJD CW 1 FIRE HYDRANT LATERAL INSTALLATION NOT TO SCALE 311 WATER - THRUST BLOCK AREAS REQUIRED NOT TO SCALE 307 WATER - GATE VALVE AND VALVE BOX NOT TO SCALE 312 WATER - THRUST BLOCK LOCATIONS NOT TO SCALE 301 TYPICAL WATER SERVICE NOT TO SCALE 2 TEMP BLOW OFF NOT TO SCALE 320 TRENCH DETAIL FOR WATER LINE NOT TO SCALE CITY OF UKIAH STANDARD DRAWING NO 301 ADDITIONAL NOTES: 4.MUELLER, FORD AND MCDONALD FITTINGS ARE ALSO ACCEPTABLE. 5.FITTINGS MAY BE EITHER PACK JOINT OR INSTAT-TITE. 6.MINIMUM COVER FOR SERVICE LINE IN STREET IS 24”. 7.USE EITHER DOUBLE STRAP SERVICE CLAMP OR TAPPED COUPLING AT SERVICES. 8.P.E. FITTINGS MUST USE INSERTS FOR STIFFNESS. 9.PROVIDE 3/4" GRAVEL BEDDING 3" MIN. THKNESS FOR METER BOX. 10.CONTRACTOR TO LOCATE EXISTING WATER LATERAL IN THE FIELD AND CONNECT TO EXISTING WITHIN PUE. 11.WATER SERVICE LATERAL (TUBING) SHALL BE POLYETHELENE 3408M SDR 9 ASTM D-2737 200 PSI. 12.PROVIDE COPPER WIRE #10 OR LARGER. WRAP WIRE AROUND CORP, STOP AND MAIN LINE. LOCATE WIRE FOR CONTINUITY CONTACT. 14.PROVIDE CHRISTY METER BOX AND LID AS SPECIFIED BELOW OR APPROVED EQUIVALENT: SERVICE CHRISTY METER BOX LID TRAFFIC NON-TRAFFIC 3/4"B-9X D-15X 61G15X 1"B-16 G-30 61G15 WOOD BLOCKING. SEE NOTE 2 MJ PLUG TAPPED AT BOTTOM FOR BO. TRENCH SQUARE HEAD PLASTIC PLUG FINGER TIGHT. 2" BRASS GATE VALVE SOLID WEDGE TYPE WITH WHEEL HANDLE. FINISHED GRADE (N) WATER MAIN MJ PLUG TAPPED AT BOTTOM FOR BO. TEMPORARY WOOD BLOCKING SEE NOTE 2. DO W N T O W N W A T E R A N D S A N I T A R Y S E W E R R E P L A C E M E N T P R O J E C T SP E C N O . 2 0 1 9 - 1 7 2" GALVANIZED STEEL 3/ 6 / 2 0 2 0 CO N F O R M S E T Page 109 of 292 20 2 0 - 0 3 - 0 6 9: 5 2 A M LH E R N A N D E Z N: \ U S \ S A N T A R O S A \ P R O J E C T S \ 5 6 1 \ 1 1 1 9 1 7 0 5 \ D I G I T A L _ D E S I G N \ A C A D 2 0 1 8 \ U K I A H U T I L I T I E S P R O J E C T \ S H E E T S \ 1 1 1 9 1 7 0 5 ( U S E T ) _ C - 5 0 1 - 5 0 5 . D W G SHEET DRWN: PROJ NO: 0 1" BA R I S O N E I N C H O N OR I G I N A L D R A W I N G OF DE S C R I P T I O N DA T E MA R K IS S U E CHKD: RE U S E O F D O C U M E N T S 22 3 5 M e r c u r y W a y , S u i t e 1 5 0 Sa n t a R o s a , C a l i f o r n i a 9 5 4 0 7 , U S A T 1 7 0 7 5 2 3 1 0 1 0 F 1 7 0 7 5 2 7 8 6 7 9 W ww w . g h d . c o m GH D I n c . Th i s do c u m e n t an d th e id e a s an d de s i g n s in c o r p o r a t e d he r e i n , as an in s t r u m e n t of pr o f e s s i o n a l se r v i c e , is th e pr o p e r t y of GH D an d sh a l l no t be re u s e d in wh o l e or in pa r t fo r an y ot h e r pr o j e c t wi t h o u t GH D ' s wr i t t e n au t h o r i z a t i o n . © 20 2 0 G H D 11191705 CI T Y O F U K I A H DO W N T O W N W A T E R & S A N I T A R Y SE W E R R E P L A C E M E N T P R O J E C T 22 C6 8 3 0 4 9/ 3 0 / 2 1 No . Ex p . REGISTERE D P R O F E SSIONAL E N G I N E E R STATE OF C A L I F O R N IA C I V I L MATTH E W G L EN K E N N E D Y C-504 21 CI V I L D E T A I L S - 4 SJD CW 1 TYPICAL INSTALLATION OF AIR RELEASE AND VACUUM VALVE NOT TO SCALE NOTES: 1. RELEASE VALVES SHALL HAVE 1" THREADED INLETS UNLESS OTHERWISE NOTED ON PLANS. 2.APPROVED COMBINATION VALVES: APCO NO.143C CRISPIN NO. U10. 3.AIR RELEASE AND VACUUM VALVE SHALL BE INSTALLED ON THE HIGH HIGH SIDE OF RIGHT-OF-WAY OR EASEMENT. SLOPE 12" MIN 4" MIN 18" DEEP - 1 1/2" DRAIN ROCK 8 1/2" 2" MAX INSECT SCREEN TO BE FLOW EZY FILTERS, INC. SUCTION SCREEN OR APPROVED EQUAL CHRISTY B-36 METER BOX WITH CHRISTY B36-61G STEEL COVER (OR APPROVED EQUAL) BRACKET (SEE DETAIL AT RIGHT) 1" COMBINATION AIR RELEASE VALVE AND VACUUM RELEASE VALVE, 1" BALL VALVE FORD NO. B11-444 OR EQUAL REDWOOD SUPPORT BLOCK 1" BRASS 90° STREET ELBOW METER BOX WALL 3/8" x 2 1/2" BOLT WITH PLATE WASHER (GALV) 2" x 1/4" STEEL BRACKET (GALV) BRACKET DETAIL 1" BRASS 90° EL-FIP X COMP. FORD NO. L14-44 OR EQUAL FORD FB400 BALLCORP STEEL CYLINDER PIPE - 1" THREADOLET WITH SADDLE PLATE WATER MAIN DUCTILE IRON 1" TAP 1" HDPE TUBING 1" F.I.P. SCHED 40 PVC TEE WITH 1" PVC PLUG EXTENSIONS AS REQ'D. 1/4" BRASS NIPPLE 1" FORD BALL VALVE BII-44 OR EQUAL 1" MIP XCOMP. 90° ELL JONES: J2619, FORD:L84-44, MCDONALD: 4779-MT 2 TYPICAL WATER MAIN LOWERING DETAIL NOT TO SCALE NOTES: 1. TO BE USED WITH THE APPROVAL OF THE CITY ENGINEER, UON. WHERE PIPE/ STRUCTURE TO BE CROSSED IS A SANITARY SEWER OR STORM DRAIN LINE, THIS INSTALLATION SHALL ONLY BE INSTALLED WHERE FIELD CONDITIONS DO NOT ALLOW FOR PROPER SEPARATIONS AS PER TITLE 22, SECTION 64572 "WATER MAIN SEPARATION" OF THE CALIFORNIA CODE OF REGULATIONS. 2.WHERE STRUCTURE TO BE CROSSED IS AN ELECTRICAL DUCT BANK PROVIDE APPROVED COUPLINGS AS SHOWN. COUPLINGS ARE NOT REQUIRED FOR ALL OTHER UTILITY CROSSINGS 3.PIPE SHALL BE DUCTILE IRON CLASS 350 AND WRAPPED IN POLYETHYLENE PER SPECIFICATIONS. 4.ALL BENDS SHALL BE 45° OR 22 1/2° FITTINGS. NO 90° BENDS ALLOWED. 5.MINIMUM 12" CLEARANCE UNLESS OTHERWISE SPECIFIED ON DRAWINGS. 6.ONLY RESTRAINED MECHANICAL JOINT FITTINGS MAY BE USED. 7.MAINTAIN MINIMUM DISTANCES AS FOLLOWS: a.2' FOR 4" AND 6" SANITARY SEWER LATERALS OR OTHER PIPE/STRUCTURE NOT CONVEYING NON-POTABLE FLUIDS. b.4' FOR SANITARY SEWER PIPE 8" TO 18" AND ANY SIZE STORM DRAIN PIPES. 8.CONCRETE ANCHOR BLOCKS SHALL BE INSTALLED BY THE CONTRACTOR WHERE SITE CONDITIONS DO NOT ALLOW FOR A "RESTRAINED JOINT SYSTEM". CONCRETE ANCHOR BLOCKS SHALL BE INSTALLED TO WITHSTAND EITHER 200 PSI OR TEST PRESSURE THRUST FORCE PLUS 50 PSI (WHICHEVER IS GREATER). PROVIDE: a.PIPE SIZE 6": ANCHOR BOLTS 5/8"; STEEL CLAMPS 3" X ¼” b.PIPE SIZE 8": ANCHOR BOLTS 3/4"; STEEL CLAMPS 3-1/4"X 1/4" c.PIPE SIZE 12": ANCHOR BOLTS 1-1/8"; STEEL CLAMPS 4"X1/2" SEE NOTE 7 MI N C O V E R 3 F T SEE NOTE 5 PIPE OR STRUCTURE IN CONFLICT WITH WATER MAIN SEE NOTE 7 PROVIDE MIN. RESTRAINED LENGTH. SEE DRAWINGS RESTRAINED MECHANICAL JOINT FITTING (TYP) PROVIDE MIN. RESTRAINED LENGTH. SEE DRAWINGS FINISHED GRADE PIPE BEDDING MATERIAL PER CITY STANDARD 3 TYPICAL WATER MAIN INSTALLATION OVER STRUCTURE NOT TO SCALE NOTES: 1.TO BE USED WITH THE APPROVAL OF THE CITY ENGINEER, UON. WHERE PIPE/ STRUCTURE TO BE CROSSED IS A SANITARY SEWER OR STORM DRAIN LINE, THIS INSTALLATION SHALL ONLY BE INSTALLED WHERE FIELD CONDITIONS DO NOT ALLOW FOR PROPER SEPARATIONS AS PER TITLE 22, SECTION 64572 "WATER MAIN SEPARATION" OF THE CALIFORNIA CODE OF REGULATIONS. 2.WHERE STRUCTURE TO BE CROSSED IS AN ELECTRICAL DUCT BANK PROVIDE APPROVED COUPLINGS AS SHOWN. COUPLINGS ARE NOT REQUIRED FOR ALL OTHER UTILITY CROSSINGS 3.PIPE SHALL BE DUCTILE IRON CLASS 350 AND WRAPPED IN POLYETHYLENE PER SPECIFICATIONS. 4.WHERE COVER IS LESS THAN MINIMUM 3FT, BACKFILL WITH LOW STRENGTH CEMENT SLURRY. 5.ALL BENDS SHALL BE 45° OR 22 1/2° FITTINGS. NO 90° BENDS ALLOWED. 6.ONLY RESTRAINED MECHANICAL JOINT FITTINGS MAY BE USED. 7.MAINTAIN MINIMUM DISTANCES AS FOLLOWS: a.2' FOR SANITARY SEWER LINES UP TO 18" DIA, ANY SIZE STORM DRAIN AND ANY OTHER PIPE/ STRUCTURE NOT CONVEYING NON-POTABLE FLUID b.4' FOR SANITARY SEWER LINES LARGER THAN 18" DIA. 8.CONCRETE ANCHOR BLOCKS SHALL BE INSTALLED BY THE CONTRACTOR WHERE SITE CONDITIONS DO NOT ALLOW FOR A "RESTRAINED JOINT SYSTEM". CONCRETE ANCHOR BLOCKS SHALL BE INSTALLED TO WITHSTAND EITHER 200 PSI OR TEST PRESSURE THRUST FORCE PLUS 50 PSI (WHICHEVER IS GREATER). PROVIDE: a.PIPE SIZE 6": ANCHOR BOLTS 5/8"; STEEL CLAMPS 3" X ¼” b.PIPE SIZE 8": ANCHOR BOLTS 3/4"; STEEL CLAMPS 3-1/4"X 1/4" c.PIPE SIZE 12": ANCHOR BOLTS 1-1/8"; STEEL CLAMPS 4"X1/2". SEE NOTE 7 MI N C O V E R 2 . 5 F T SE E N O T E 4 6" MIN PIPE OR STRUCTURE IN CONFLICT WITH WATER MAIN SEE NOTE 7 RESTRAINED MECHANICAL JOINT FITTING (TYP) FINISHED GRADE PIPE BEDDING MATERIAL PER CITY STANDARD 383 BACKFLOW PREVENTION DETAILS NOT TO SCALE COUPLINGS (TYP) SEE NOTE 2 18" MIN (BOTH SIDES) COUPLINGS (TYP) SEE NOTE 2ANCHOR BLOCKS. SEE NOTE 8 ANCHOR BLOCKS. SEE NOTE 8 COUPLINGS SEE NOTE 2 COUPLINGS (TYP) SEE NOTE 2 DO W N T O W N W A T E R A N D S A N I T A R Y S E W E R R E P L A C E M E N T P R O J E C T SP E C N O . 2 0 1 9 - 1 7 Page 110 of 292 20 2 0 - 0 3 - 0 6 9: 5 2 A M LH E R N A N D E Z N: \ U S \ S A N T A R O S A \ P R O J E C T S \ 5 6 1 \ 1 1 1 9 1 7 0 5 \ D I G I T A L _ D E S I G N \ A C A D 2 0 1 8 \ U K I A H U T I L I T I E S P R O J E C T \ S H E E T S \ 1 1 1 9 1 7 0 5 ( U S E T ) _ C - 5 0 1 - 5 0 5 . D W G SHEET DRWN: PROJ NO: 0 1" BA R I S O N E I N C H O N OR I G I N A L D R A W I N G OF DE S C R I P T I O N DA T E MA R K IS S U E CHKD: RE U S E O F D O C U M E N T S 22 3 5 M e r c u r y W a y , S u i t e 1 5 0 Sa n t a R o s a , C a l i f o r n i a 9 5 4 0 7 , U S A T 1 7 0 7 5 2 3 1 0 1 0 F 1 7 0 7 5 2 7 8 6 7 9 W ww w . g h d . c o m GH D I n c . Th i s do c u m e n t an d th e id e a s an d de s i g n s in c o r p o r a t e d he r e i n , as an in s t r u m e n t of pr o f e s s i o n a l se r v i c e , is th e pr o p e r t y of GH D an d sh a l l no t be re u s e d in wh o l e or in pa r t fo r an y ot h e r pr o j e c t wi t h o u t GH D ' s wr i t t e n au t h o r i z a t i o n . © 20 2 0 G H D 11191705 CI T Y O F U K I A H DO W N T O W N W A T E R & S A N I T A R Y SE W E R R E P L A C E M E N T P R O J E C T 22 C6 8 3 0 4 9/ 3 0 / 2 1 No . Ex p . REGISTERE D P R O F E SSIONAL E N G I N E E R STATE OF C A L I F O R N IA C I V I L MATTH E W G L EN K E N N E D Y C-505 22 CI V I L D E T A I L S - 5 SJD CW NOTES: 1.REFER TO POTHOLE DATA FOR DEPTH OF (E) PAVING. 2.TACK COAT (ASPHALTIC EMULSION) SHALL BE APPLIED PRIOR TO PLACING HMA. 3.REMOVE ADDITIONAL PAVEMENT TO A PAINTED LINE STRIPE, A LIP OF GUTTER, A CURB, AN HMA SURFACE COURSE, AN (E) PAVEMENT PATCH, OR AN EDGE OF PAVEMENT, IF SUCH FEATURE IS WTHIN 3 FEET OF FINAL SAWCUT. 4.ALL MATERIALS, WORKMANSHIP, TESTING, AND INSPECTONS SHALL COMPLY WITH CALTRANS STANDARD SPECIFICATIONS AND PROJECT-SPECIFIC SPECIAL PROVISIONS. 5.REFER TO STD DETAIL 220/C-501 FOR SEWER MAIN TRENCH. REFER TO STD DETAIL 320/C-503 FOR WATER MAIN TRENCH. 6.MAIN TRENCHES REQUIRING RESTORATION INCLUDE BUT NOT LIMITED TO THOSE SHOWN IN THIS DETAIL. SANITARY SEWER / POTABLE WATER PERMANENT TRENCH RESTORATION DETAIL AT (E) HMA LOCATIONS1 NOT TO SCALE POTABLE WATER TRENCH RESTORATION DETAIL AT (E) HMA LOCATIONS & OUTSIDE PERMANENT TRENCH AREA2 NOT TO SCALE TITLE SANITARY SEWER, WATER MAIN AND SERVICE LATERALS TRENCH RESTORATION DETAIL AT (E) PCC PAVEMENT3 NOT TO SCALE TITLE WATER MAIN TRENCH RESTORATION DETAIL AT (E) PCC PAVEMENT4 NOT TO SCALE TITLESANITARY SEWER TRENCH RESTORATION DETAIL AT (E) PCC LOCATIONS5 NOT TO SCALE NOTES: 1.REFER TO POTHOLE DATA FOR DEPTH OF (E) PAVING. 2.ALL MATERIALS, WORKMANSHIP, TESTING, AND INSPECTONS SHALL COMPLY WITH CALTRANS STANDARD SPECIFICATIONS AND PROJECT-SPECIFIC SPECIAL PROVISIONS. 3.TACK COAT SHALL BE APPLIED PRIOR TO PLACING HMA. 4.TRENCHES REQUIRING RESTORATION INCLUDE BUT ARE NOT LIMITED TO THOSE SHOWN IN THIS DETAIL NOTES: 1.REFER TO POTHOLE DATA FOR DEPTH OF (E) PAVING. 2.PROVIDE (N) JOINT ALONG TRENCH AT (E) JOINT LOCATIONS. 3.REFER TO STD DETAIL 220/C-501 FOR SEWER MAIN TRENCH. REFER TO STD DETAIL 32-/C-503 FOR WATER MAIN TRENCH. 4.LOCATIONS REQUIRING PCC PAVEMENT RESTORATION INCLUDE BUT ARE NOT LIMITED TO THOSE SHOWN IN THIS DETAIL. NOTES: 1.REMOVE (E) PCC TO EDGE OF (E) HMA. MATCH (E) TRENCH. 2.ALL MATERIALS, WORKMANSHIP, TESTING, AND INSPECTONS SHALL COMPLY WITH CALTRANS STANDARD SPECIFICATIONS AND PROJECT-SPECIFIC SPECIAL PROVISIONS. 3.REFER TO STD DETAIL 320/C-503 FOR WATER MAIN TRENCH. 4.TRENCHES REQUIRING RESTORATION INCLUDE BUT ARE NOT LIMITED TO THOSE SHOWN IN THIS DETAIL. 5.TACK COAT SHALL BE APPLIED PRIOR TO PLACING HMA. NOTES: 1.REFER TO POTHOLE DATA FOR DEPTH OF (E) PAVING. 2.REFER TO STD DETAIL 220/C-503 FOR SANITARY SEWER MAIN TRENCH. 3.TRENCHES REQUIRING RESTORATION INCLUDE BUT ARE NOT LIMITED TO THOSE SHOWN IN THIS DETAIL. 4.TACK COAT SHALL BE APPLIED PRIOR TO PLACING HMA. 7" HMA TRENCH DETAIL PER CITY STD 220/320 (SEE NOTE 5) (E) HMA (VARIES 4" - 7" THICK) (SEE NOTE 1) (E) HMA (VARIES 4" - 7" THICK) (SEE NOTE 1) (E) AGG BASE (VARIES 12" THICK) (E) SUBGRADE(E) SUBGRADE (E) AGG BASE (VARIES 12" THICK) EG 12" MIN 12" MIN VERTICAL SAWCUT 7" HMA TRENCH DETAIL PER CITY STD 320 (E) HMA (VARIES 4" - 7" THICK) (SEE NOTE 1) (E) HMA (VARIES 4" - 7" THICK) (SEE NOTE 1) (E) AGG BASE (VARIES 12" THICK) (E) SUBGRADE(E) SUBGRADE (E) AGG BASE (VARIES 12" THICK) EG TRENCH WIDTH PER CITY STANDARD PCC(E) PCC (VARIES 6" - 12" THICK) (E) AGG BASE (VARIES 12" THICK) (E) SUBGRADE (E) SUBGRADE (E) AGG BASE TRENCH WIDTH PER CITY STANDARD (E) PCC (VARIES 6" - 12" THICK) TRENCH DETAIL PER CITY STD 220/320 (SEE NOTE 3) EG 7" HMA(E) HMA (VARIES 4" - 7" THICK) (E) AGG BASE (VARIES 12" THICK) (E) SUBGRADE(E) SUBGRADE (E) AGG BASE (VARIES 12" THICK) VARIES (MAX 6 FT) (E) PCC (VARIES 6" - 12" THICK) TRENCH DETAIL PER CITY STD 320 SEE NOTE 5 EG (N) 7" HMA(E) PCC (VARIES 6" - 12" THICK) (E) AGG BASE (VARIES 12" THICK) (E) SUBGRADE TRENCH WIDTH PER CITY STANDARD (E) PCC (VARIES 6" - 12" THICK) TRENCH DETAIL PER CITY STD 220 (E) AGG BASE (VARIES 12" THICK) (E) SUBGRADE TACK COAT (SEE NOTE 2)EG TRENCH WIDTH PER CITY STANDARD SEE NOTE 1 SEE NOTE 4 SEE NOTE 1 TRENCH WIDTH PER CITY STANDARD REMOVE FULL DEPTH OF (E) PCC SEE NOTE 1 SEWER AND WATER MAIN LOCATIONS DWG NO.START STA END STA STREET DESCRIPTION C-101 4+60 4+80 STATE ST 6" WATER C-101 4+80 4+94 STATE ST 12" WATER C-101 4+65 4+86 STATE ST 6" WATER C-101 4+71 4+95 STATE ST 10" SEWER C-101/C-109 -0+33 -0+21 MILL ST 6" WATER C-101/C-109 -0+21 -0+10 MILL ST 12" WATER C-101/C-109 -0+10 0+43 MILL ST 6" WATER C-103/C-109 -0+79 -0+53 CLAY ST 12" WATER C-103/C-109 0+48 0+68 CLAY ST 12" WATER C-104/C-110 -0+58 -0+51 CHRUCH ST 12" WATER C-105/C-110 -0+67 -0+50 SMITH ST 12" WATER C-106 27+68 27+73 STATE ST 6" WATER C-107 53+28 53+32 PERKINS ST 12" WATER WATER MAIN LOCATIONS DWG NO.START STA END STA STREET DESCRIPTION C-101 TO C-102 4+94 11+59 STATE ST 12" WATER C-103/C-109 -0+53 -0+13 CLAY ST 12" WATER C-103/C-109 0+09 0+52 CLAY ST 12" WATER C-107 50+46 52+25 PERKINS ST 6" WATER C-107 52+25 52+58 PERKINS ST 12" WATER C-107 52+99 53+28 PERKINS ST 12" WATER C-108 100+73 102+79 STANDLEY ST 6" WATER C-108 102+79 103+09 STANDLEY ST 12" WATER C-108 103+58 103+66 STANDLEY ST 6" WATER C-105/C-110 -0+50 -0+30 SMITH ST 12" WATER C-105/C-110 0+32 0+66 SMITH ST 12" WATER C-106/C-111 -0+51 -0+33 HENRY ST 12" WATER FIRE HYDRANT LOCATIONS DWG NO.NO.STATION C-101 1 5+35 C-101 2 5+10 C-102 4 9+72 C-102 5 11+43 C-109 6 12+99 C-109 7 13+46 C-110 8 15+43 C-103 9 15+77 C-110 10 18+12 C-104 11 18+15 C-107 12 52+31 C-107 13 53+21 C-108 14 102+83 C-110 16 25+10 C-110 17 25+25 C-111 19 27+64 WATER METER LOCATIONS DWG NO.NO.STATION DWG NO.NO.STATION DWG NO.NO.STATION C-101 1 6+57 C-103 23 12+47 C-105 45 23+28 C-101 2 5+84 C-103 24 12+99 C-105 46 23+61 C-101 3 6+67 C-103 25 13+83 C-105 47 23+89 C-101 4 6+80 C-104 26 16+90 C-105 48 24+19 C-102 5 7+54 C-104 27 17+15 C-110 49 24+82 C-102 6 8+10 C-104 28 17+17 C-111 60 27+27 C-102 7 8+44 C-104 29 19+44 C-111 61 27+41 C-102 8 8+65 C-104 30 19+76 C-107 62 50+90 C-102 9 9+64 C-107 31 52+36 C-107 63 50+76 C-102 10 7+16 C-104 32 16+36 C-107 64 50+78 C-102 11 7+60 C-104 33 16+67 C-107 65 51+17 C-102 12 9+20 C-104 34 16+69 C-107 66 51+20 C-102 13 11+32 C-104 35 17+19 C-107 67 51+40 C-103 14 11+99 C-104 36 17+46 C-107 68 51+52 C-103 15 12+13 C-104 37 18+47 C-107 69 51+67 C-103 16 12+76 C-104 38 18+73 C-108 70 101+31 C-103 17 13+96 C-104 39 18+76 C-108 71 101+74 C-103 18 15+66 C-104 40 19+01 C-108 72 101+96 C-103 19 11+59 C-104 41 19+05 C-108 73 102+14 C-103 20 11+67 C-104 42 19+06 C-108 74 102+43 C-103 21 11+70 C-104 43 19+13 C-108 75 102+47 C-103 22 11+87 C-105 44 22+83 C-108 76 102+77 SANITARY SEWER SERVICE LATERAL LOCATIONS DWG NO.NO.STATION DWG NO.NO.STATION C-101 1 5+97 C-104 22 16+82 C-101 2 6+12 C-104 23 17+04 C-101 3 5+78 C-104 24 18+89 C-101 4 6+17 C-104 25 19+48 C-101 5 6+61 C-104 26 16+49 C-102 6 7+33 C-104 27 16+98 C-102 7 7+45 C-104 28 18+82 C-102 8 8+28 C-104 29 18+96 C-102 9 8+80 C-104 30 19+28 C-102 10 9+26 C-105 31 23+41 C-102 11 11+37 C-105 32 23+54 C-102 12 7+06 C-105 33 23+68 C-102 13 7+36 C-105 34 23+83 C-102 14 8+61 C-105 35 21+67 C-102 15 10+40 C-105 36 23+01 C-102 16 10+99 C-105 37 24+33 C-103 17 12+31 C-106 38 25+88 C-103 18 13+90 C-106 39 26+09 C-103 19 14+77 C-106 40 26+55 C-103 20 15+24 C-106 41 26+31 C-104 21 16+49 WATER SERVICE LATERAL LOCATIONS DWG NO.NO.STATION DWG NO.NO.STATION C-101 2 5+84 C-104 36 17+46 C-101 3 6+67 C-104 37 18+47 C-101 4 6+80 C-104 38 18+73 C-102 10 7+16 C-104 39 18+76 C-102 11 7+60 C-104 40 19+01 C-102 12 9+20 C-104 41 19+05 C-102 13 11+32 C-104 42 19+06 C-103 19 11+59 C-104 43 19+13 C-103 20 11+67 C-105 50 21+77 C-103 21 11+70 C-105 51 23+10 C-103 22 11+87 C-105 52 23+22 C-103 23 12+47 C-105 53 23+75 C-103 24 12+99 C-105 54 24+80 C-103 25 13+83 C-106 55 25+94 C-104 32 16+36 C-106 56 26+64 C-104 33 16+67 C-106 57 26+77 C-104 34 16+69 C-106 58 25+75 C-104 35 17+19 C-106 59 26+21 SEWER AND WATER MAIN LOCATIONS DWG NO.START STA END STA STREET DESCRIPTION C-105/C-110 -0+32 0+33 SMITH ST 12" WATER C-106/C-111 -0+32 -0+08 HENRY ST 12" WATER C-106/C-111 -0+08 0+55 HENRY ST 6" WATER C-105 TO C-106 25+20 27+57 STATE ST 10" SEWER C-110 24+88 24+91 STATE ST/SMITH ST 8" SEWER WATER MAIN LOCATIONS DWG NO.START STA END STA STREET DESCRIPTION C-103 TO C-105 11+59 24+86 STATE ST 12" WATER C-101/C-109 -0+10 0+10 MILL ST 6" WATER C-103/C-109 -0+13 0+09 CLAY ST 12" WATER C-104/C-110 -0+20 0+14 CHURCH ST 12" WATER C-107 52+58 52+98 PERKINS ST 12" WATER C-108 103+09 103+22 STANDLEY ST 12" WATER C-108 103+22 103+58 STANDLEY ST 6" WATER SANITARY SEWER LOCATIONS DWG NO.START STA AND OFFSET END STA DESCRIPTION C-101 TO C-105 4+73 24+93 10" SEWER C-102 10+61, 7.91 LEFT 10+63 8" SEWER C-103 13+16, 18.07 LEFT 13+15 8" SEWER C-103 15+58, 19.49 LEFT 15+58 8" SEWER C-104 17+99, 19.28 LEFT 17+99 10" SEWER C-104 20+30, 19.86 LEFT 20+30 8" SEWER C-105 22+53, 20.17 LEFT 22+53 8" SEWER C-105 24+89, 23.00 LEFT 24+91 8" SEWER FIRE HYDRANT LATERAL LOCATIONS DWG NO.NO.STATION C-101 2 5+10 C-102 4 9+69 C-103 -12+19 C-103 9 15+77 C-104 11 18+15 C-105 15 23+25 C-111 19 27+64 C-106 18 26+99 (N) AGG BASE 1.25" DIA x 1'-0" AT 18" OC STAINLESS STEEL OR EPOXY COATED DOWELS. CENTER ON JOINT. DRILL INTO (E) 6" MIN (TYP) DO W N T O W N W A T E R A N D S A N I T A R Y S E W E R R E P L A C E M E N T P R O J E C T SP E C N O . 2 0 1 9 - 1 7 TACK COAT (SEE NOTE 3) 3/ 6 / 2 0 2 0 CO N F O R M S E T Page 111 of 292 W.O. GRID SCALE DWG. No. SHEET of - 13 & 14 1 5 TITLE:APPROVED BY: AS BUILT 1901 NONE No.DSG. BYREVISIONS APPDCKDBY DATE DRAWN CHECKED ELECTRIC UTILITY DEPARTMENT DESIGNED DATE TRENCH SPECIFICATIONS 1) CONFORM TO THESE SPECIFICATIONS AND REQUIREMENTS OF THE CITY ENGINEER. 2) COMPACTION: CONFORM TO SECTION 19-5, "COMPACTION" OF CALTRANS STANDARD SPECIFICATIONS, THESE PLANS, AND REQUIREMENTS OF THE CITY ENGINEER. CONTRACTOR TO PROVIDE INDEPENDENT MATERIALS AND COMPACTION TESTING. 3) AGGREGATE SUBBASE: CLASS 3. CONFORM TO SECTION 25, "AGGREGATE SUBBASES", OF CALTRANS STANDARD SPECIFICATIONS. SUBJECT TO CITY ENGINEER'S INSPECTION AND APPROVAL, REUSE EXITING SURFACING AND AGGREGATE BASE. CRUSH A.C. PAVEMENT FOR REUSE AS REQUIRED. IF EXISTING MATERIAL IS INSUFFICIENT IN QUALITY OR QUANTITY USE CLASS 2 AGGREGATE SUBBASE. 4) AGGREGATE BASE: CLASS 2, CONFORM TO SECTION 26, "AGGREGATE BASES", OF CALTRANS STANDARD SPECIFICATIONS. 5) ASPHALT CONCRETE: TYPE B. CONFORM TO SECTION 39, "ASPHALT CONCRETE", OF CALTRANS STANDARD SPECIFICATIONS. 6) FOG SEAL COAT: CONFORM TO SECTION 37, "BITUMINOUS SEALS", OF CALTRANS STANDARD SPECIFICATIONS. 7) CONCRETE: CLASS B. CONFORM TO SECTION 90, "PORTLAND CEMENT CONCRETE", OF CALTRANS STANDARD SPECIFICATIONS. 8) TRAFFIC STRIPES: CONFORM TO SECTION 84, "TRAFFIC STRIPES AND PAVEMENT MARKINGS", OF CALTRANS STANDARD SPECIFICATIONS. 9) ANY SIDEWALK REMOVAL AND REPLACEMENT SHALL BE DONE TO SCORE LINES. STATE ST. - CLAY TO MILL UNDERGROUND PROJECT TRENCH DETAILS IN ROADWAY NOT IN ROADWAY CURB & SIDEWALK SECTION AMS8/16/19 AMS 18" A. CONTRACTOR TO FURNISH AND/OR INSTALL: 1.All trenching, backfill and compaction per City Specifications, AT&T requirement and Comcast Specifications. 2.Clean sand shall be used to backfill to a minimum of 3 in. above conduit(s) when a single layer of conduit is placed. Slurry cement per Caltrans Specification 19.3.02E shall be used when more than one conduit layer is present or conduits are placed in spacers. 3.All conduit, see Conduit Table A. 4.Remove and replace existing asphalt concrete and sidewalk as required to install conduits and related equipment. 5.All conduit stubs for future electric, phone and cable. 6.Prove and install pull line (Mule Tape - 2500 lbs., 3 4" polyester) in all conduit (electric, phone and cable). 7.Exact grade and location for: ·All pad-mounted Equipment ·Primary vaults, pedestals and box pads ·CATV vaults and boxes ·AT&T boxes ·Secondary electric boxes 8.Excavation, backfill and compaction for primary vaults, including installation of 12" to 18" of drain rock below vault. Hydro hammer is not to be used around substructures. City of Ukiah to inspect primary junction box upon project backfill completion. Box to be set level and flush with adjacent paving. 9.Primary vault (installation only). Primary vault to be Ukiah 504 with 6" riser and cover. Primary vault to be installed per City of Ukiah Specification 317 2530. 10.Padmount transformer box pad (installation only). Padmount transformer box pad to be installed per City of Ukiah Specification 922 5402 & 317 2425(4). 11.Primary Pedestal enclosure box pad (installation only). Pedestal enclosure box pad to be installed per City of Ukiah Specification 922 5405 & 317 2431. 12.Grounding per Electrical Construction Standard 314 1007 at each primary vault, primary junction box and grounding per Electrical Construction Standard 314 1008 at each transformer pad, primary pedestal enclosure, primary riser and each location otherwise noted on plans. 13.CATV SERVICE VAULTS - shall be N30, N36 & B48 (w/ 10" extension) per Comcast Specifications. Service box shall be Oldcastle Precast and marked CABLE TV. The cover shall be a reinforced concrete lid. Conduit entry and service box placement shall meet Comcast Specifications. 14.AT&T SERVICE BOXES - shall be Jensen Precast K243630AT with H-20 traffic rated non-skid covers or approved equal. 15.Signage along State Street indicating that all businesses are open at each end of the project and all intersections. Signage must be approved by the City of Ukiah Electric Utility Department. 16.Bumper posts per City of Ukiah Specification 326 1503. B. CITY OF UKIAH TO SUPPLY THE FOLLOWING MATERIALS AND SERVICES: 1.Inspection of all electrical substructures prior to backfill. 2.Primary vault(s) (one (1)) (material only). 3.Padmount transformer box pad(s) (material only). 4.Primary pedestal enclosure box pad(s) (material only). 5.Secondary services boxes (material only). CONSTRUCTION NOTES: a.Electrical substructures (conduit, grounding) shall be inspected by the UEUD for proper installation prior to backfill of any excavation. You may call the UEUD at (707) 467-5775 to schedule inspection. The Contractor shall notify the UEUD 48 hours in advance of any inspection to be performed outside of the normal workday (Monday through Thursday). Contractor shall pay all overtime premiums associated with inspections outside of the normal workday. b.Contractor to be responsible for condition of all substructures (for exampl, trench settlement, damaged substructures, etc.) until one year after the date of completion of project. c.Contractor shall do no excavating until all utility agencies have been given the opportunity to mark their facilities in the field. d.Contractor shall pothole all underground utilities locations to determine exact depth prior to trenching. e.All landscape shall be returned to its original condition. f.No lane closures permitted during the PM peak hours - 4:30 PM to 5:30 AM. g.Existing utilities are shown in approximate locations based on available records. Service laterals are not indicated. However it is the Contractor's responsibility to determine actual vertical and horizontal alignments of any and all utilities in the vicinity of the work area prior to any work being performed and shall adjust the depth of the new utilities to clear as directed by the Engineer. The City of Ukiah and the Engineer assume no responsibility for underground obstructions that may be encountered. h.Any damages to City or other utilities caused by project operations shall be the contractor's responsibility. i.Caution shall be exercised when digging within the dripline of any tree. Roots larger than 2 inches shall not be cut without permission from the Engineer. In the event that a tree root larger than 2 inches needs to be removed, the root pruning shall be performed by a City approved licensed arborist only. Contact the city Public Works Department for a list of approved arborists. j.Contractor shall protect and preserve City survey monuments. If not possible contractor shall coordinate 10 days in advance with City of Ukiah for referencing of existing monuments prior to work in the area. If monument(s) are disturbed contractor shall reconstruct per City Standards. k.Contractor shall notify all business owners within the construction zone of proposed work schedule at the start of project. l.Contractor shall notify all business owners 48 hours in advance of any construction or disruption of traffic flow impacting the property and any driveway closures. m.Contractor shall replace curb and gutter at contractor’s expense where excavation disturbs supporting soil under the curb and gutter per special provisions. n.Contractor shall remove and replace sidewalk and concrete planter strips to the nearest transverse score mark on both sides as required by the Engineer for conduit installations. The cost of concrete removal and replacement for utility installations shall be considered included in the various utility items of work. o.All trenches shall be backfilled and compacted per City Specifications. p.Trench depth and location may have to be adjusted slightly in the field to avoid existing facilities. q.All conduit shall be proved in a manner acceptable to the UEUD. Conduit shall be free of dirt, rocks or other obstructions which could prevent, hinder or harm the installation of electric cable. r.Maximum deflection of a 20' section of conduit shall be 5” unless pre-made bends are used. s.Standard interlocking conduit spacers that provide a separation of 2" (min) between conduit shall be used, where specified. Spacers shall be spaced 5' apart (max.) or where conduit transitions are made. t.Mule Tape shall be installed in all conduits (electric, phone & cable). The open end of all conduits must be protected in a manner that prohibits dirt or debris from entering. u.The ends of all stub conduits shall be securely capped. Below ground at capped location, one Greenlee Unimarker electronic marking device shall be placed for each type of conduit using the uniform color code. v.The City of Ukiah Electric Utility Department will assist the contractor with the installation of all conduit into energized equipment (vaults, pads or boxes). Customer service outage time should be held to a minimum and shall not exceed one working day. CONSTRUCTION RESPONSIBILITIES CONDUIT TABLE A Size Electric Cable TV Phone Co n d u i t i n T r e n c h 1 Mi n i m u m Ra d i u s 9 0 ° El b o w s 1"18"18"- 2"24"24"24" 3"36"24"- 4"36"-24" 6"48"-- Conduit Type All PVC 40 2 PVC 40 PVC 40 Fittings Type All TC-3 Long Line Couplings Standards All NEMA TC-2 UL 651 UL 514B Color All Gray White Gray or White Marking All "CATV" Every 5' St r e e t l i g h t Bo r i n g Co n d u i t 3 Conduit Type 1"HDPE Smoothwall Sch 40 N/A N/A Standards All NEMA TC 7 ANSI D1248 N/A N/A Color All Gray N/A N/A 1. Conduits shall be joined using a medium body, clear, electrical conduit PVC solvent cement approved by the UEUD. 2. Risers locations to be schedule 80 elbows and conduit. Conduit shall be stubbed 6" above ground level and mounted per spec 311 2007. 3. Conduit shall be installed by horizontal directional drilling (boring). Conduit shall be equipped with SILICORE® inner lining or approved equivalent system for ease of installing conductor. Conduit shall be continuous - couplings or joints are not permitted except couplings may be used immediately adjacent to streetlight foundations, junction boxes and /or power sources for connection of a schedule 40 elbow to the HDPE conduit. Couplings shall be of the compression type. STATE ST. - CLAY TO MILL UNDERGROUND PROJECT 1 AMS AMS12-8-19REVISIONS PER UNDERGROUND UTILITY MEETING ON NOVEMBER 26, 2019 Page 112 of 292 S E M I N A R Y A V E E C L A Y S T S STATE ST 14M A I N S 0 5 416 S E M I N A R Y A V E S STATE ST (E) O H P R I L I N E 13STATS01 CA 971 37.5 AB 1813 37.5 BC LOAD 972 37.5 1 3 S T A T S 0 2 AB2142 50 1 0 5 401 406 403 407405 415 411 413 501 # FUSE AC570 25 Dwy Dwy S STATE ST W C L A Y S T S MAIN ST 14M A I N S 0 3 208Y/120 T1629 150 14-08 14M A I N S 0 2 14CL Y S E 0 1 14M A I N S 0 4 Sidewalk S i d e w a l k Sidewalk Dwy Sidewalk Sidewalk Dwy Dwy 13STA T S 0 4 S i d e w a l k (E) OH PRI L I N E (E) OH PRI L I N E ( E ) O H P R I L I N E E C L A Y S T ( E ) U G P R I L I N E XFR - 3Ø 75 3Ø 13-N1 Sidewalk Sidewalk Sidewalk S i d e w a l k Sidewalk S i d e w a l k S i d e w a l k S i d e w a l k Sidewalk Sidewalk 14M A I N S ? ? B TV-1 TV-2 C A T V 1 - 2 " S v c CATV 30 VAUL T 1-2" CONDUIT 1-2" COND 1-1" CONDUIT A A1 1 0 " S S 12 " S D CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV Dwy Dwy 1-2" CONDUIT CATV 36 VAUL T TRENCH CL @ STA. 9+88 CA T V C A T V C A T V C A T V S-7 1-2" ELEC CONDUIT CA T V 13-N2 501 S-8 S-9 S-10 3-4" ELEC SEC CONDUITS3-4" ELEC SEC CONDUITS 3-4" ELEC SEC CONDUITS 3-4" ELEC SEC CONDUITS 1-4" ELEC SVC CONDUIT 1-4" ELEC SVC CONDUIT 1-4" ELEC SVC CONDUIT BU+LD+N) SERV+%E R+SER DETA+L FROM SECONDARY, CATV & AT&T BOXES NTS S S T A T E S T TRANSF1R/ER 13-N1 +NSTALLAT+1N DETA+L NEAR POLE 13STATS01 1"=4' 4 0 6 W.O. GRID SCALE DWG. No. SHEET of - 13 & 14 2 5 STATE ST. - CLAY TO MILL UNDERGROUND PROJECT TITLE:APPROVED BY: AS BUILT 1901 1" = 20' No.DSG. BYREVISIONS APPDCKDBY DATE DRAWN CHECKED ELECTRIC UTILITY DEPARTMENT DESIGNED DATE AMS8/16/19 AMS SCALE 1" = 20' NOT TO SCALE. THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES CATV AT&T X # 1 AMS AMS12-8-19REVISIONS PER UNDERGROUND UTILITY MEETING ON NOVEMBER 26, 2019 PED 610 1-4" Pri1-4" Pri TRANS 14-N1 TRANS 13-N2 TRANS 13-N1 14MI L L E 0 3 1- 4 " P r i 13 M I L L W 2 9 1- 4 " P r i 1-4" Pri W C L A Y S T W M I L L S T S STATE ST 14ST A T S 0 5 1-4" Pri 1-4" Pri Future VAULT 610 1- 4 " SE M I N A R Y A V E S STATE ST PR+/AR; %1NDU+T D+A)RA/ NTS Page 113 of 292 C A T V C A T V C A T V A T & T A T & T A T & T 14STATS03 14STATS04 533527 526 502 AB 958 75 BC 973 25 AB 968 50 CP 509 W M I L L S T E M I L L S T 521 S STATE ST 519 575 601 532 S E M I N A R Y A V E 534 BA 1 0 6 610 1 1 0 1 4 S T A T S 0 5 13MILLW28 14STATS02 (E ) U G S V C Dwy 505 517 520 516 510 13STA T S 0 3 14STATS01 14STATS06 Dwy Dwy Dwy Dwy Dwy Dwy Dwy Dwy Dwy Dwy (E ) O H P R I L I N E T O R E M A I N S STATE ST Sidewalk 13STA T S 0 4 Sidewalk S i d e w a l k Sidewalk Sidewalk Sidewalk Sidewalk Sidewalk S i d e w a l k Sidewalk S i d e w a l k PED 610 75 3Ø AT&T AT&T AT&T AT&T AT&T AT&T AT&T AT&T AT&T CATV CATV AT&T AT&T AT&T AT&T AT&T AT&T CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV 75 3Ø 14M I L L E 0 1 S i d e w a l k Sidewalk S i d e w a l k 14-N1 ( E ) O H P R I L I N E T O R E M A I N (E) OH PRI LINE TO RE M A I N S-4* 14STATS05 13MILLW2 9 14 M I L L E 0 3 *SECONDARY S V C BOX 30"X48"X18" A T & T A T & T A T & T A T & T AT&T AT&T AT&T AT&T AT&T AT&T AT&T AT&T AT&T AT&T AT&T AT&T A T & T A T & T C A T V C A T V S-3* A T & T A T & T A T & T AT & T AT & T AT & T C A T V C A T V CA T V CA T V CA T V A T & T A T & T AT&T AT&T AT&T CATV POLE AT&TCATV (N ) O H P R I L I N E AT&T A T & T A T & T A T & T A T & T S-5 B F C G J I K M N O P S T V U Q SB-6 SB-4 SB-2 (E) AT&T P O L E SB-3 SB-1 AT&T AT&T AT&T AT&T 2-4" CO N D U I T S 2-4" CONDUITS 1-4" CONDUIT 2- 4 " C O N D U I T S 2-4" CONDUITS 1-4" CONDUIT 1-4" CONDUIT 1-4" CONDUIT 1-4" CONDUIT A T & T 1 - 2 " F o r S v c AT & T 1- 2 " F o r S v c AT& T 1-2 " F o r S v c AT & T 1- 2 " F o r S v c AT&TCATV 1-2" ELEC CONDUIT 1-2" CONDUIT INSTALL AT&T BOX 24"x36"x24" INSTALL AT&T BOX 24"x36"x24" INSTALL AT&T BOX 24"x36"x24" INSTALL AT&T BOX 36"x48"x36" AT&T AT&T INSTALL AT&T BOX 24"x36"x24" INSTALL AT&T BOX 36"x60"x36" VAULT 610 R W TSCTSMP TV-4 TV-5 TV-6 TV-7 TV-8 TV-12 TV-10 TV-11 CATV CATV CATV CATV 1-4" CONDUIT TIE INTO & RISER EXISTING POLE "B " 1-2" COND 1-1" CONDUIT 1- 1 " S v c 1-2" CONDUIT 1-2" CONDUIT C A T V 1 - 1 " F o r S v c CATV 30 VAULT CATV 36 VAULT 1-1" Svc 1 - 1 " S v c 1-2" CONDUIT CA T V CA T V 1- 1 " F o r S v c 1-2" CON CATV 36 VAULT CATV 30 VAULT CATV 30 VAULT CA T V 1-1" F o r S v c CA T V 1-2 " F o r S v c 1-2" CONDUIT CATV 30 VAULT 1-2" CONDUIT 1-2" CONDUIT CATV 48 VAULT CATV 36 VAULT 1-2" CONDUIT 2-2" CONDUITS 1 - 2 " C O N D U I T (E) S-1** **REPLACE (E) SEC SVC BOX S-1 WITH 30"X48"X18" BOX S-2* *SECONDARY SVC BOX 30"X48"X18" *SECONDARY SVC BOX 30"X48"X18" (E)S-6 L 15 " S D 10" SS 1 0 " S S 15 " S D 10" SS 10" SS T W W W W W W W W CATV CATV CATV C A T V C A T V A T & T A T & T A T & T C A T V C A T V A T & T A T & T C A T V C A T V A T & T AT & T TRENCH CL @ STA. 8+00 TRENCH CL @ STA. 7+40 TRENCH CL @ STA. 6+36 TRENCH CL @ STA. 9+88 CA T V C A T V C A T V C A T V S-7 1-2" ELEC CONDUIT CA T V A TV-3 CATV 30 VAULT D13-N2 1-1" CONDUIT 1-4" ELEC CONDUIT SB-5 TV-9 501 W.O. GRID SCALE DWG. No. SHEET of - 13 & 14 3 5 STATE ST. - CLAY TO MILL UNDERGROUND PROJECT TITLE:APPROVED BY: AS BUILT 1901 1" = 20' No.DSG. BYREVISIONS APPDCKDBY DATE DRAWN CHECKED ELECTRIC UTILITY DEPARTMENT DESIGNED DATE AMS8/16/19 AMS NOT TO SCALE. THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES MA T C H L I N E A - A S H E E T 2 O F 3 SCALE 1" = 20' RIS'RLOCATION 14MILLE03 NTS RIS'RLOCATION 13MILLW29 NTSRIS'RLOCATION 14STATS05 NTS 1 AMS AMS12-8-19REVISIONS PER UNDERGROUND UTILITY MEETING ON NOVEMBER 26, 2019 Page 114 of 292 12" S D SEMINARY AVE S S T A T E S T CATV TV-2 INSTALLATION DETAIL NEAR POLE 13STATS02 1"=4' ELEC SEC S-7 & TV-3 INSTALLATION DETAIL NORTH OF POLE 13STATS03 1"=4' 5 0 2 S S T A T E S T TRANS 13-N2 INSTALLATION DETAIL NEAR POLE 13STATS04 1"=4' 5 0 1 1' 7' S S T A T E S T 2' S S T A T E S T TV-4, S-2 & SB-6 INSTALLATION DETAIL 1"=4' 5 0 9 5 1 7 5 1 9 S S T A T E S T S-1, SB-3 & TV-6 INSTALLATION DETAIL NEAR POLE 14STATS01 1"=4' 5 2 0 5 1 6 S S T A T E S T 5 2 1 5 1 9 TV-5, SB-5 & S-3 INSTALLATION DETAIL S/W CORNER OF 519 & 521 S. STATE ST. 1"=4' SB-2, TRANS 14-N1 & TV-7 INSTALLATION DETAIL NEAR POLE 14STATS03 1"=4' 5 2 6 S S T A T E S T S S T A T E S T TV-8, SB-4 & S-4 INSTALLATION DETAIL S/W CORNER OF 527 S. STATE ST. 1"=4' 5 2 7 CATV TV-9 INSTALLATION DETAIL NEAR POLE 14STATS04 1"=4' S S T A T E S T 5 3 2 RISER POLE INSTALLATION DETAIL POLE 14MILLE03 1"=4' E MILL ST 57 5 60 1 E MILL ST TV-10 INSTALLATION DETAIL 1"=4' ELEC S-5 INSTALLATION DETAIL NEAR TRAFFIC SIGNAL CONTROLLER 1"=4' S S T A T E S T 6 0 1 ELEC/AT&T RISERS INSTALLATION DETAIL AT POLE 14STATS05 1"=4' S S T A T E S T 6 0 1 CATV TV-12 INSTALLATION DETAIL NEAR (E) CATV POLE 1"=4' 6 1 0 S S T A T E S T RISER POLE INSTALLATION DETAIL AT (E) AT&T POLE 1"=4' 110 W MILL S T RISER POLE INSTALLATION DETAIL AT POLE 13MILLW29 1"=4' W MILL S T 6 1 0 W MILL S T SB-1, VAULT 610, PED 610 & TV-11 INSTALLATION DETAIL AT S/W CORNER OF MILL & STATE ST. 1"=4' S S T A T E S T 6 1 0 W.O. GRID SCALE DWG. No. SHEET of - 13 & 14 4 5 STATE ST. - CLAY TO MILL UNDERGROUND PROJECT TITLE:APPROVED BY: AS BUILT 1901 AS SHOWN No.DSG. BYREVISIONS APPDCKDBY DATE DRAWN CHECKED ELECTRIC UTILITY DEPARTMENT DESIGNEDDATE AMS8/16/19 AMS NOT TO SCALE. THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES STATE ST. SECONDARY CONDUIT LAYOUT NTS 13-N2 E S-1 S-2 S-3 505 517 519 521 14-N1 S-4 527 533 520 3-4"2-4" 502 1-4 " 2-4"2-4" 1-3"1-3" 1-3" 1-3" 1-3" 1 - 3 " 1-4" = 400A 3Ø 2-4" = 600A 3Ø 3-4" = 800A 3Ø S STATE ST 509 1-3" 14 M I L L E 0 3 TRA((IC SIGNAL PED 14STA T S 0 5 1-2" 1-4"PED 610 PRIMARY CONDUIT DIAGRAM NTS 1-4 PTK1-4 PTK TRANS 14-N1 TRANS 13-N2 TRANS 13-N1 14MI L L E 0 3 1- 4  P T K 13 M I L L W 2 9 1- 4  P T K 1-4 PTK W C L A Y S T W M I L L S T S STATE ST 14ST A T S 0 5 1-4 PTK 1-4 PTK (WVWTG VAULT 610 1- 4  13-N1 4062-3" 105 9. CNC[ (E) UG SVC CONDUIT TO BE INTERCEPTED & EXTENDED TO XFMR E S-6 1-2" 1 AMS AMS12-8-19REVISIONS PER UNDERGROUND UTILITY MEETING ON NOVEMBER 26, 2019 S-7 SE M I N A R Y A V E S STATE ST 1- 2 " 2- 4 " S STATE ST E M I L L S T S-5 1-4" SE M I N A R Y A V E Page 115 of 292 EL E V A T I O N EL E V A T I O N 608 609 610 611 612 613 614 615 616 617 618 619 620 621 622 623 624 608 609 610 611 612 613 614 615 616 617 618 619 620 621 622 623 624 -70 -60 -50 -40 -30 -20 -10 00 10 20 30 40 50 60 70 (E ) 2 " G A S (D E P T H U N K ) (N ) 1 2 " W A T E R (D E P T H : I N V = 6 1 5 . 1 3 ) (E ) 1 0 " S S (D E P T H : I N V = 6 1 3 . 3 1 ) 2-4" ELEC SEC CONDUITS TO SEC BOX S-4 2-4" ELEC SEC CONDUITS TO TRANS 14-N1 1-2" CATV CONDUIT TO BOX TV-8 1-4" AT&T CONDUIT TO BOX SB-4 1-2" CATV CONDUIT TO BOX TV-7 1-4" AT&T CONDUIT TO BOX SB-2 MAINTAIN 6" MIN. VERTICAL CLEARANCE FROM 12" WATER WIDEN TRENCH TO 30" AT 12" WATER CROSSING. SEE TRENCH SECTION "S5" MAINTAIN 6" MIN. VERTICAL CLEARANCE FROM 10" SEWER (E) GROUND 14 S T A T S 0 3 14 S T A T S 0 4 53 3 52 7 52 6 S S T A T E S T B A 14 S T A T S 0 2 D w y D w y S i d e w a l k 1 4 - N 1 S- 4 * S B - 4 IN S T A L L A T & T BO X 2 4 " x 3 6 " x 2 4 " TV - 7 T V - 8 CA T V 36 V A U L T CA T V 3 0 V A U L T CA T V 3 0 VA U L T TR E N C H C L @ S T A . 6 + 3 6 T V - 9 EL E V A T I O N EL E V A T I O N 608 609 610 611 612 613 614 615 616 617 618 619 620 621 622 623 624 608 609 610 611 612 613 614 615 616 617 618 619 620 621 622 623 624 -70 -60 -50 -40 -30 -20 -10 00 10 20 30 40 50 60 70 (E ) 2 " G A S (D E P T H U N K ) (N ) 1 2 " W A T E R (D E P T H : I N V = 6 1 5 . 5 5 ) (E ) 1 0 " S S (D E P T H : I N V = 6 1 4 . 2 1 ) 2-4" ELEC SEC CONDUITS TO SEC BOX S-3 2-4" ELEC SEC CONDUITS TO SEC BOX S-1 1-2" CATV CONDUIT TO BOX TV-5 1-4" AT&T CONDUIT TO BOX SB-5 1-2" CATV CONDUIT TO BOX TV-6 1-4" AT&T CONDUIT TO BOX SB-2 MAINTAIN 6" MIN. VERTICAL CLEARANCE FROM 12" WATER MAINTAIN 6" MIN. VERTICAL CLEARANCE FROM 10" SEWER (E) GROUND WIDEN TRENCH TO 30" AT 12" WATER CROSSING. SEE TRENCH SECTION "S5" 52 1 51 9 14 S T A T S 0 2 (E) U G S V C 52 0 1 4 S T A T S 0 1 D w y D w y D w y D w y D w y S i d e w a l k 75 3Ø 1 4 - N 1 S- 3 * S B - 2 S B - 3 IN S T A L L AT & T B O X 24 " x 3 6 " x 2 4 " IN S T A L L A T & T BO X 2 4 " x 3 6 " x 2 4 " IN S T A L L A T & T BO X 3 6 " x 4 8 " x 3 6 " IN S T A L L A T & T BO X 2 4 " x 3 6 " x 2 4 " T V - 5 T V - 6 CA T V 36 V A U L T CA T V 3 0 V A U L T CA T V 3 0 V A U L T (E ) S - 1 * * 10 " S S 10 " S S TR E N C H C L @ S T A . 7 + 4 0 TR E N C H C L @ S T A . 6 + 3 6 S B - 5 S S T A T E S T EL E V A T I O N EL E V A T I O N 608 609 610 611 612 613 614 615 616 617 618 619 620 621 622 623 624 608 609 610 611 612 613 614 615 616 617 618 619 620 621 622 623 624 -70 -60 -50 -40 -30 -20 -10 00 10 20 30 40 50 60 70 2-4" ELEC SEC CONDUITS TO SEC BOX S-2 2-4" ELEC SEC CONDUITS TO SEC BOX S-1 1-2" CATV CONDUIT TO BOX TV-4 1-4" AT&T CONDUIT TO BOX SB-6 1-2" CATV CONDUIT TO BOX TV-6 1-4" AT&T CONDUIT TO BOX SB-2 MAINTAIN 6" MIN. VERTICAL CLEARANCE FROM 12" WATER MAINTAIN 6" MIN. VERTICAL CLEARANCE FROM 10" SEWER (E ) 2 " G A S (D E P T H U N K ) (N ) 1 2 " W A T E R (D E P T H : I N V = 6 1 5 . 7 9 ) (E ) 1 0 " S S (D E P T H : I N V = 6 1 4 . 7 3 ) (E) GROUND WIDEN TRENCH TO 30" AT 12" WATER CROSSING. SEE TRENCH SECTION "S5" 50 9 51 9 (E) U G S V C 51 7 51 6 51 0 1 4 S T A T S 0 1 D w y D w y S S T A T E S T S i d e w a l k S i d e w a l k *S E C O N D A R Y S V C BO X 3 0 " X 4 8 " X 1 8 " S B - 6 IN S T A L L AT & T B O X 24 " x 3 6 " x 2 4 " T V - 4 T V - 6 CA T V 3 0 V A U L T CA T V 3 6 VA U L T CA T V 3 0 V A U L T S- 2 * 15" SD15" SD TR E N C H C L @ S T A . 8 + 0 0 EL E V A T I O N EL E V A T I O N Profile - Crossing_Sta. 9+79 608 609 610 611 612 613 614 615 616 617 618 619 620 621 622 623 624 608 609 610 611 612 613 614 615 616 617 618 619 620 621 622 623 624 -70 -60 -50 -40 -30 -20 -10 00 10 20 30 40 50 60 70 2-4" ELEC SEC CONDUITS TO PAD TRANS 13-N2 2-4" ELEC SEC CONDUITS TO SEC BOX S-7 1-1" CATV CONDUIT TO 505 S. STATE ST. 1-1" CATV CONDUIT TO BOX TV-3 MAINTAIN 6" MIN. VERTICAL CLEARANCE FROM 12" WATER MAINTAIN 6" MIN. VERTICAL CLEARANCE FROM 10" SEWER (E ) 2 " G A S (D E P T H U N K ) (N ) 1 2 " W A T E R (D E P T H : I N V = 6 1 7 . 2 4 ) (E ) 1 0 " S S (D E P T H : I N V = 6 1 5 . 3 9 ) (E ) 1 2 " S T O R M D R A I N (D E P T H : I N V = 6 1 3 . 8 6 ) (E) GROUND KEEP 18" WIDE TRENCH AT 12" WATER CROSSING AND 12" SEPARATION BETWEEN ELEC & CATV CONDUITS 2-4" ELEC PRI CONDUITS TO PAD TRANS 13-N21-4" ELEC PRI CONDUIT TO PAD TRANS 13-N1 1-4" ELEC PRI CONDUIT TO PAD TRANS 14-N1 50 2 50 5 1 3 S T A T S 0 3 D w y D w y S i d e w a l k 1 3 S T A T S 0 4 Sidewalk 75 3Ø S i d e w a l k TR E N C H C L @ S T A . 9 + 8 8 S- 7 1- 2 " E L E C CO N D U I T T V - 3 CA T V 3 0 V A U L T 13 - N 2 1- 4 " E L E C CO N D U I T 50 1 S S T A T E S T SEMINARY AVE W.O. GRID SCALE DWG. No. SHEET of - 13 & 14 5 5 STATE ST. - CLAY TO MILL UNDERGROUND PROJECT TITLE:APPROVED BY: AS BUILT 1901 AS SHOWN No.DSG. BYREVISIONS APPDCKDBY DATE DRAWN CHECKED ELECTRIC UTILITY DEPARTMENT DESIGNEDDATE AMS12/8/19 AMS NOT TO SCALE. THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES 0'10'20'40' HORIZONTAL SCALE 0'2'4' VERTICAL SCALE STATE STREET UTILITY SECTION Horizontal Scale: 1"=20, Vertical Scale: 1"=2' A C-1 STATE STREET UTILITY PLAN - STA 6+36 Scale: 1"=20' STATE STREET UTILITY PLAN - STA 7+40 Scale: 1"=20' B C-1 STATE STREET UTILITY PLAN - STA 9+88 Scale: 1"=20' D C-1 STATE STREET UTILITY PLAN - STA 8+00 Scale: 1"=20' C C-1 STATE STREET UTILITY SECTION Horizontal Scale: 1"=20, Vertical Scale: 1"=2' B C-1 STATE STREET UTILITY SECTION Horizontal Scale: 1"=20, Vertical Scale: 1"=2' C C-1 STATE STREET UTILITY SECTION Horizontal Scale: 1"=20, Vertical Scale: 1"=2' D C-1 ***TYPICAL FOR ALL PROFILE VIEWS A C-1 1 AMS AMS12-8-19REVISIONS PER UNDERGROUND UTILITY MEETING ON NOVEMBER 26, 2019 A C-1 B C-1 C C-1 S5 S5 S5 S5 D C-1 Page 116 of 292 W.O. GRID SCALE DWG. No. SHEET of - 13 & 14 6 6 STATE ST. - CLAY TO MILL CONDUIT LAYOUT TITLE:APPROVED BY: AS BUILT 1901 - No.DSG. BYREVISIONS APPDCKDBY DATE DRAWN CHECKED ELECTRIC UTILITY DEPARTMENT DESIGNED DATE AMS8/16/19 AMS SCALE: NTS NOT TO SCALE. THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES 1 AMS AMS12-8-19REVISIONS PER UNDERGROUND UTILITY MEETING ON NOVEMBER 26, 2019 TV-2TV-1 TV-3 TRANS 13-N1 TRANS 13-N2 S-10 S-9 S-8 S-2 TRANS 14-N1S-7 TV-7 T V - 1 1 TV-12 TV-9 TV-4 S B - 1 SB-2 SB-6 TV-10 1 - S 4 ' ' 1 - S 4 ' ' 1 - S 4 ' ' 1 - S 4 ' ' 1 - S 4 ' ' 1 - S 4 ' ' 1 - S 4 ' ' 1 - S 4 ' ' 1-S3'' 406 S. StateCATV 1-S3'' 1 - P 4 ' ' CA T V CATV CATV CATV CATV CATV CATV CATV 1 - P 4 ' ' 1 - P 4 ' ' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1 - P 4 ' ' 1 - P 4 ' ' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' C A T V 1-S4'' 1-S4'' 1-S4'' 1-S4'' 1-S4'' 1-S4'' 1-S4'' 1-S4'' 1-S4'' 1-S4'' 1-S4'' 1-S4'' 1-S4'' 1-S4'' 1-S4'' 1-S4'' 1-S4'' 1-S4'' 1-S4'' 1-S4'' 1-S4'' 403 S. State 411 S. State 415 S. State 1 - S 4 ' ' 1 - S 4 ' ' 1 - S 4 ' ' 505 S. State 1 - S 4 ' ' 1 - S 4 ' ' 1 - S 4 ' ' C A T V 1 - S 4 ' ' 1 - S 4 ' ' 1 - S 4 ' ' A T & T 509 & 517 S. State C A T V C A T V A T & T 1 - S 3 ' ' 1 - S 3 ' ' CATV C A T V CAT V ELEC EL E C ELE C 502 S. State 1 - S 4 ' ' C A T V 1 - S 4 ' ' C A T V 1 - S 4 ' ' A T & T S-3 TV-5 SB-5 CA T V 1- S 3 ' ' AT & T 521 S. State S-1 TV-6 SB-3 AT & T AT & T CA T V C A T V C A T V 1 - S 3 ' ' 1- S 3 ' ' 1 - S 4 ' ' 1 - S 4 ' ' 1 - S 4 ' ' 1 - S 4 ' ' 1 - S 4 ' ' CATV CATV CATV CATV CATV CATV AT&T AT&TAT&T AT&T AT&T1-S4'' 1-S4'' 1-S4'' 1-S4'' 1-S4'' 1-S4'' 1-S4'' 1-S4'' 1-S4'' 1-S4'' 1-S4'' 1-S4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-S4'' 1-S4'' STATE ST STATE ST STATE ST 516 S. State 520 S. StateAT&T CATV CATV 1-S3'' 1 - S 4 ' ' 1 - S 4 ' ' C A T V C A T V 1 - S 4 ' ' 1 - S 4 ' ' A T & T S-4 TV-8 SB-4 527 S. State C A T V 1-S3'' 1-S3'' 1 - S 3 ' ' A T & T AT & T CATV CA T V C A T V 1- S 3 ' ' 533 S. State 1 - P 4 ' ' 1 - S 4 ' ' 1 - S 4 ' ' 1 - S 4 ' ' 1 - S 4 ' ' 1 - S 4 ' ' 1 - P 4 ' ' CATV CATV CATV AT&T AT&T AT&T AT&T AT&T AT&T AT&T1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' CATV CATVAT&T AT&T AT&T AT&T AT&T AT&T CATV CATV 14MILLE03 CATV CATV 1-S4'' 1-P4'' AT&T 1- P 4 ' ' 1- P 4 ' ' 1- P 4 ' ' 1- P 4 ' ' 1- S 4 ' ' 1- S 4 ' ' AT & T AT & T AT & T 1 - P 4 ' ' S-5 TSP S-6 14STA T S 0 5 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' A T & T A T & T 1-S4'' 1 - P 4 ' ' 1 - P 4 ' ' 1 - P 4 ' ' AT&T AT&T AT&T AT&T ELEC 1-S4'' 1-S4'' 1-S4'' ELEC (E) AT & T P O L E AT&T AT&T V A U L T 6 1 0 P E D 6 1 0 C A T V C A T V C A T V C A T V C A T V AT&T AT&T AT&T AT&T AT&T AT&T AT&T AT&T CATV CATV CATV CATV CATV CATV CATV CATV AT&T AT&T AT&T AT&T AT&T AT&T AT&T AT&T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T 1-P4'' A T & T A T & T A T & T A T & T 1-P4'' 1-P4'' 1-P4'' A T & T A T & T A T & T A T & T A T & T A T & T A T & T 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' A T & T A T & T A T & T 1 - P 4 ' ' 1 - P 4 ' ' 1- P 4 ' ' 1 - P 4 ' ' 1 - P 4 ' ' 1 - P 4 ' ' 1 - P 4 ' ' 1 - P 4 ' ' 1 - P 4 ' ' 1 - P 4 ' ' AT & T AT & T AT & T CA T V CA T V C A T V C A T V A T & T A T & T 13MIL L W 2 9 AT&T CATV CATV POLE 1 - P 4 " W C L A Y S T E C L A Y S T S E M I N A R Y A V E E M I L L S T W M I L L S T STATE ST Page 117 of 292 Please return to: CITY OF UKIAH 300 Seminary Avenue Ukiah, California 95482-5400 (707) 463-6200 NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN: 1.That the project described as: Downtown Utility Upgrade & Electric Undergrounding, Specification No. 2019-17 2.That the nature of the work: Installation of Electrical, Water, and Sewer Underground Infrastructure on State Street, W. Standley Street, W. Perkins Street, W. Clay Street, and E. and W. Mill Street. 3.That on the 9th day of April 2021, the Contract work for this project was actually completed. 4.That the name and address of the Contractor is Wahlund Construction, Inc., PO Box 6486, Eureka, California, 95502. 5.That the real property herein referred to is situated in the County of Mendocino, State of California, and is described as follows: City-owned property identified as various streets within the City of Ukiah. I hereby certify under penalty of perjury that the forgoing is true and correct: City Council Approval CITY OF UKIAH, a Municipal Corporation _________________ By: __________ Date Kristine Lawler, City Clerk Date State of California County of Mendocino ATTACHMENT #2 Page 118 of 292 Page 1 of 2 Agenda Item No: 7.e. MEETING DATE/TIME: 7/21/2021 ITEM NO: 2021-958 AGENDA SUMMARY REPORT SUBJECT: Consideration and Approval to Unfreeze the Full-Time Assistant Facility Administrator Classification, and Approval of Corresponding Budget Amendments. DEPARTMENT: Community Services PREPARED BY: Kerry Randall, Facilities Administrator, Sheri Mannion, H.R. Director/Risk Manager PRESENTER: Consent Calendar ATTACHMENTS: None Summary: Consideration and approval to unfreeze the Full-Time Assistant Facility Administrator Classification and approval of corresponding budget amendments. Background: Due to restrictions placed upon the Ukiah Valley Conference Center (UVCC) in response to the COVID-19 pandemic, conference and meeting business significantly declined. As a result, all vacant positions at UVCC were frozen and/or unfunded in fiscal years 2021 and 2022, leaving the department with one part- time Facility Attendant and one full-time Facility Administrator. In the past, the facility has operated with two part-time Facility Attendants, one full-time Assistant Facility Administrator, and one full-time Facility Administrator. Over the course of the pandemic, the staffing level dropped to only the Facility Administrator. One full-time position cannot adequately cover the facility when it is operating at a normal capacity. Often times the work day starts at 6:00 a.m. and concludes at 9:00 p.m., in addition to weekend events that can span over twelve hours. Discussion: With the recent easing and removal of many restrictions that had been implemented in response to the pandemic, the facility is quickly resuming pre-COVID-19 business levels. After evaluating the increase in business and bookings it has become necessary to adjust staffing levels to accommodate. The department has determined that it would be better served as we come out of the pandemic by unfreezing the full-time Assistant Facility Administrator position, and freezing the vacant part-time Facility Attendant currently funded in FY 2022. In analyzing the UVCC budget, it is anticipated that revenues from the increase in events will cover the increased impact to the salary expenses. The difference in the cost of the staffing change is approximately $5,000 per year. Staff is projecting an increase in revenue to cover this cost at an estimated $15,000. Staff is requesting approval from Council to unfreeze the the Assistant Facility Administrator position to bring staffing levels up to two full-time positions at UVCC. Recommended Action: Council to consider and approve unfreezing the full-time Assistant Facility Administrator classification, and approval of corresponding budget amendments. BUDGET AMENDMENT REQUIRED: Yes Page 119 of 292 Page 2 of 2 CURRENT BUDGET AMOUNT: 73000000.46712 (Room Rentals): $190,000; 73022600.51110 (Salaries): $71,103 PROPOSED BUDGET AMOUNT: 73000000.46712 (Room Rentals): $205,000; 73022600.51110 (Salaries): $76,103 FINANCING SOURCE: N/A PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A COORDINATED WITH: N/A Page 120 of 292 Page 1 of 2 Agenda Item No: 7.f. MEETING DATE/TIME: 7/21/2021 ITEM NO: 2020-317 AGENDA SUMMARY REPORT SUBJECT: Approval of Contract in the Amount of $140,000 with Larry Walker and Associates for Technical Permitting Assistance Related to the City's National Pollutant Discharge Elimination System (NPDES) Permit and Recycled Water Permit. DEPARTMENT: Water Resources PREPARED BY: Sean White, Water Resources Director PRESENTER: Consent Calendar ATTACHMENTS: 1. Proposal from Larry Walker and Associates Summary: Council will consider approval of a contract in the amount of $140,000 with Larry Walker and Associates for permitting and compliance assistance related to the City's National Pollutant Discharge Elimination System (NPDES) Permit and Recycled Water Permit. Background: The City, with the assistance of Larry Walker and Associates (LWA), filed an application for renewal of its National Pollutant Discharge Elimination System (NPDES) Permit for the Waste Water Treatment Plant (2016) and also submitted an application for the Recycled Water Permit (2018). The City has since received both permits. In addition, LWA recently updated the City's Sewer System Management Plan (SSMP) in 2020. Discussion: The North Coast Regional Water Quality Control Board (Board) has mandated numerous terms and conditions that must be met to remain compliant. The City will require further technical assistance to meet these permit conditions. In particular, it is time to begin the renewal process for the 2018 NPDES permit. LWA has submitted a detailed proposal (Attachment 1) describing the tasks they will be performing for the City. Past assistance from LWA is has been timely, cost-conscious, and effective. Recommended Action: Approve contact in the amount of $140,000 with Larry Walker and Associates for Technical Permitting Assistance Related to the City's National Pollutant Discharge Elimination System (NPDES) Permit and Recycled Water Permit BUDGET AMENDMENT REQUIRED: No. CURRENT BUDGET AMOUNT: 84027225.52100- $337,000 PROPOSED BUDGET AMOUNT: N/A FINANCING SOURCE: Wastewater Funds PREVIOUS CONTRACT/PURCHASE ORDER NO.: COORDINATED WITH: N/A Page 121 of 292 Page 2 of 2 Page 122 of 292 Page 1 of 5 June 19, 2021 Mr. Sean White Director of Water Resources City of Ukiah 300 Seminary Avenue Ukiah, CA 95482 SUBJECT: PROPOSAL FOR WASTEWATER, STORMWATER, AND RECYCLED WATER PERMIT SUPPORT (JULY 1, 2021 TO DECEMBER 31, 2022) Dear Mr. White: The City of Ukiah (City) has requested support from Larry Walker Associates (LWA) to implement requirements specified in the City’s wastewater, stormwater, and recycled water permits. The permits are identified and described below. Order No. R1-2018-0035 (NPDES Permit) – Requirements for operation of the Ukiah Wastewater Treatment Plant (WWTP), monitoring effluent and recycled water quality, discharge to the percolation ponds, and discharge to the Russian River. Time Schedule Order No. R1-2018-0051 (TSO) – Requirements for compliance with final effluent limits for ammonia, nitrate, dichlorobromomethane, and chlorodibromomethane. Order No. 2006-0003-DWQ, as amended (Collection System Permit) – Requirements for management of the City’s wastewater collection system to prevent and report occurrence of Sanitary Sewer Overflows (SSOs). Order No. 2014-0057-DWQ (Stormwater Permit) – Requirements for managing stormwater runoff associated with activities at the WWTP. Order No. WQ 2016-0068-DDW (Recycled Water Permit) and Order No. R1-2018-0058 (MRP) – Requirements for operation, monitoring, and reporting of the City’s recycled water program. LWA has provided water quality regulatory assistance for the City since 2016. LWA worked with City and Regional Water Board staff to evaluate data, develop compliance strategies, implement compliance programs, and prepare required reports. LWA prepared applications for the current NPDES and recycled water permit, negotiated permit requirements with the Regional Water Board, and understands the City’s goals to expand its recycled water program and reduce discharges to the Russian River. During the upcoming contract period, LWA will continue to provide permit compliance support, including preparation of the recycled water groundwater characterization report, the percolation pond discharge evaluation report, and the application for NPDES permit reissuance. The scope of work, budget/staffing, and schedule are described in the following sections. 1480 Drew Ave, Suite 100 Davis, CA 95618 www.lwa.com 530.753.6400 530.753.7030 fax Attachment 1 Page 123 of 292 Page 2 of 5 Scope of Work SCOPE OF WORK The anticipated work activities are listed by task in the following sections. Additional assistance will be provided at the direction of City staff. Draft reports will be provided to the City for review and the City’s comments will be incorporated before finalizing the documents for submittal. Communication with regulatory agencies will be conducted by phone, email, or in- person meetings. To ensure City awareness and to maintain a record of communication with the regulatory agencies, LWA will prepare written summaries of phone call discussions, copy City staff on email correspondence, or prepare meeting minutes. Task 1: NPDES Permit and TSO Support • Conduct phone calls and emails with City and Regional Water Board staff regarding NPDES permit and TSO requirements. • Assist with preparation of quarterly Self-Monitoring Reports (SMRs). • Prepare Annual SMRs and TSO Progress Reports. • Review water quality monitoring data to evaluate compliance, consider special studies, and revise monitoring approach. • Prepare Percolation Pond Groundwater Characterization Report to evaluate how percolation pond operations may be affecting surrounding groundwater and Russian River quality. • Prepare Report of Waste Discharge (ROWD) for NPDES permit reissuance. • Develop chronic toxicity species screening work plan and implementation procedures. • Develop strategy to address permit violations and enforcement actions. Task 2: Source Control Program Support • Prepare source control program reports. • Conduct phone calls and emails with City and Regional Water Board staff regarding source control program requirements. • Provide advice to City staff as they implement source control program requirements. Task 3: Laboratory and Sampling Support • Respond to questions, provide advice on sampling methods and requirements. • Review and update the Laboratory Standard Operating Procedures and Quality Assurance Manual. Recommend edits to comply with current lab practices and regulations as necessary to conform with California Environmental Laboratory Accreditation Program (ELAP) recertification. • Prepare application to ELAP for biannual recertification of the City’s laboratory for Fields of Testing (FOT’s) 101, 107 and 108. • Meet with the laboratory staff and conduct observations of lab practice proficiency. • Advise laboratory staff on future implementation of The NELAC Institute (TNI) standards. Page 124 of 292 Page 3 of 5 Scope of Work Task 4 – Stormwater Permit Support • Assist with routine stormwater permit reporting requirements such as uploads to the Stormwater Multiple Application and Report Tracking System (SMARTS) database and Annual Reports. • Review monitoring data and answer questions from City staff. • Provide permit implementation guidance, Best Management Practice (BMP) assistance, and updates on permit reissuance (anticipated in late 2021). • Update the Stormwater Water Pollution Prevention Plan (SWPPP) to reflect current site conditions and operations (if needed). • Update stormwater training materials (if needed). • Assist with responses to Numeric Action Level Exceedances, conduct Exceedance Response Actions (ERA) Level 1 evaluations and develop ERA Level 1 reports (if needed). Task 5 – Recycled Water Permit Support • Conduct phone calls and emails with Regional Water Board and DDW staff regarding recycled water permit requirements. • Prepare permit compliance reports, including the Annual Recycled Water Program Report, Annual Volumetric Monitoring Report, and recycled water spill/off-spec recycled water production reports (as needed). • Prepare Recycled Water Groundwater Characterization Report to obtain approval for reduced groundwater monitoring requirements. • Respond to questions from City staff on permit requirements and implementation procedures. Task 6 – Collection System Permit Support • Conduct required biannual audit of the City’s Sanitary Sewer Management Plan (SSMP). • Update the City’s SSMP based on audit findings (as needed). • Respond to questions from City staff on permit requirements and implementation procedures. PROJECT SCHEDULE AND COST ESTIMATE The permit-specified deadlines from July 1, 2021 to December 31, 2022 are listed in the Table 1. LWA will work with City staff to conduct special studies and prepare reports to meet the compliance deadlines. Page 125 of 292 Page 4 of 5 Scope of Work Table 1. Permit-Specified Deadlines Requirements Deadlines Quarterly SMRs 7/31/21, 10/31/21, 1/31/22, 4/30/22, 7/31/22 10/31/22 Stormwater Annual Report 7/15/21, 7/15/22 Recycled Water Program Groundwater Characterization Report 10/1/21 Annual SMR, Source Control, TSO Progress Report 3/1/22 Recycled Water Annual Report 4/1/22 Recycled Water Volumetric Monitoring Report 4/30/22 Percolation Pond Groundwater Characterization Report 5/1/22 Antidegradation Re-evaluation 11/1/22 NPDES Permit Application (ROWD) 11/1/22 SSMP Biannual Audit 12/31/22 The estimated cost for LWA assistance is $140,000 presented by task in Table 2. The costs were determined using LWA’s 2021/22 hourly rates. LWA typically modifies hourly rates on July 1 of each year and the City will be provided with 30-days’ notice of any proposed rate changes. Denise Conners (Associate) will be the Project Manager and oversee contract administration. In addition, Denise will lead support activities for the NPDES permit and recycled water permit. Sandy Mathews (Associate) will lead support activities for the stormwater permit and Alina Constantinescu (Senior Engineer) will lead support activities for the source control program and the collection system permit. LWA will execute a subconsultant agreement with Cassie Prudhel (Cassie Prudhel, LLC) to provide laboratory support. Individual LWA staff will be selected to provide the necessary experience to fulfill task requirements. Table 2. Cost Estimate Task No. Description Cost 1 NPDES Permit Support $70,000 2 Source Control Program Support $6,000 3 Laboratory and Sampling Support $8,000 4 Stormwater Permit Support $25,000 5 Recycled Water Permit Support $25,000 6 Collection System Permit Support $6,000 Total $140,000 Page 126 of 292 Page 5 of 5 Scope of Work LWA is ready to provide assistance immediately and is looking forward to working with City staff. Please contact me at (530) 753-6400 or denisec@lwa.com if you have any questions. Sincerely, Denise H. Conners Associate Page 127 of 292 Page 1 of 1 Agenda Item No: 7.g. MEETING DATE/TIME: 7/21/2021 ITEM NO: 2021-833 AGENDA SUMMARY REPORT SUBJECT: Approval of the Purchase of Filter Media for the Advanced Water Treatment (AWT) Filters at the Wastewater Treatment Plant (WWTP) from WesTech Inc. of Salt Lake City, UT in the Total Amount of $37,080.00. DEPARTMENT: Water Resources PREPARED BY: Sean White, Water Resources Director PRESENTER: Consent Calendar ATTACHMENTS: 1. Quote from WesTech Summary: Council will consider approving the purchase of filter media for the Advanced Water Treatment (AWT) filters at the Wastewater Treatment Plant (WWTP) from WesTech Inc. of Salt Lake City, UT in the Total Amount of $37,080.00. Background: The filter media in the AWT Filters at the WWTP has not been replaced in over 10 years. The amount of buoyant high density polyethylene (HDPE) media has diminished over time. Discussion: In order to bring the volume of HDPE media back to specifications, Water Resources needs to purchase 280 cubic feet of additional material. WesTech has a patent on the media used in our filters and is the only supplier. WesTech provided a quote of $37,080.00 for the volume required (Attachment 1). Recommended Action: Approve the purchase of filter media for the Advanced Water Treatment (AWT) filters at the Wastewater Treatment Plant (WWTP) from WesTech Inc. of Salt Lake City, UT in the Total Amount of $37,080.00. BUDGET AMENDMENT REQUIRED: No CURRENT BUDGET AMOUNT: 84027225-56120: $313,682 PROPOSED BUDGET AMOUNT: N/A FINANCING SOURCE: Fund 840 PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A COORDINATED WITH: Alan Hodge, WWTP Supervisor Page 128 of 292 Attachment 1 Page 129 of 292 Page 130 of 292 Page 1 of 2 Agenda Item No: 7.h. MEETING DATE/TIME: 7/21/2021 ITEM NO: 2021-949 AGENDA SUMMARY REPORT SUBJECT: Approval of Contract with Stone Creek Environmental Consulting in the Amount of $26,020 for Engineering Services Related to the Municipal Separate Storm Sewer Systems Permit Issued by the North Coast Regional Water Quality Control Board. DEPARTMENT: Public Works PREPARED BY: Andrew Stricklin, Associate Engineer PRESENTER: Tim Eriksen, Director of Public Works/City Engineer ATTACHMENTS: 1. 210218 Ukiah Proposal for 2021 2022 Summary: Council will consider approval of a Contract with Stone Creek Environmental Consulting in the amount of $26,020 for Engineering Services related to the Municipal Separate Storm Sewer Systems Permit issued by the North Coast Regional Water Quality Control Board. Background: Discharges of storm water and non-storm water from a Municipal Separate Storm Sewer System (MS4), particularly in an urbanized area, have a high potential to convey pollutants to receiving waters. The higher percentage of impervious area in urbanized areas correlates to a greater pollutant loading, resulting in turbid water discharges, nutrient enrichment, bacterial contamination, and toxic compounds. Pollutants of concern in these discharges in the Russian River Watershed include: heavy metals, indicator bacteria, nutrients (e.g., phosphorus and nitrogen), pesticides, petroleum hydrocarbons, and trash. Discussion: The City is designated as a Phase 1 Co-Permittee with other agencies regulated by the North Coast Regional Water Quality Control Board (Board). These agencies operate under a MS4 issued by the Board which requires specific Monitoring and Reporting Requirement as well as the development of Special Studies in order to maintain compliance with the permit. This permit has a five-year term in which these requirements must be met and submitted to the Board. The main requirements are as follows: 1) Critical Source Program 2) Development of Facility Prevention Plans 3) Municipal Staff Training 4) Development of a Sediment Reduction Plan 5) Annual Reporting Requirements to the Board In order to maintain compliance with the permit, staff requested a proposal (Attachment 1) from Stone Creek Environmental Consulting for Engineering Services for assistance in maintaining compliance with the permit. This firm specializes in direct regulatory compliance and training for multiple agencies in the North Coast and has direct experience in these activities as a former staff member of the Board. Staff is requesting approval of a contract in the amount of $26,020 for these services. Page 131 of 292 Page 2 of 2 Recommended Action: Approve contract with Stone Creek Environmental Consulting in the amount of $26,020 for Engineering Services related to the City's Stormwater Permit. BUDGET AMENDMENT REQUIRED: No CURRENT BUDGET AMOUNT: $26,020 PROPOSED BUDGET AMOUNT: 10024224.52100 - $26,020 FINANCING SOURCE: Storm Drains PREVIOUS CONTRACT/PURCHASE ORDER NO.: COORDINATED WITH: Tim Eriksen, Director of Public Works/City Engineer Page 132 of 292 Stone Creek Environmental Consulting 416 Aviation Blvd, Suite H Santa Rosa, CA 95403 colleen@consultingstonecreek.com 707-318-9415 1 www.consultingstonecreek.com February 18, 2021 Mr. Tim Eriksen City of Ukiah 300 Seminary Avenue Ukiah, CA 95482 Subject: Proposal for Storm Water Support Services, 2021/2022 Fiscal Year Dear Mr. Eriksen: Stone Creek Environmental Consulting (Stone Creek) is pleased to present this proposal and fee estimate to provide stormwater support services to the City of Ukiah (City). Colleen Hunt, owner, is a Certified Professional in Municipal Stormwater Management and brings direct regulatory compliance experience with municipal stormwater permit requirements. She has worked directly with dozens of municipal stormwater Permittees during her time with the Regional Water Board and for the past three years as a consultant. Colleen has been providing storm water assistance to the City since 2020. The City is subject to requirements of the Regional Water Board Waste Discharge Requirements Order No. R1-2015-0030, National Pollutant Discharge Elimination System (NPDES) Permit No. CA0025054 for Discharges from the Municipal Separate Storm Sewer System (MS4) (Permit). The Permit became effective since January 6, 2016 and expired on January 5, 2021. The Permit is administratively extended until the Regional Water Board renews the Permit. The Regional Water Board anticipates that the Permit will be renewed in the 2021/2022 fiscal year, although it is hard to anticipate the exact timing of the renewal. Until a new Permit is adopted, the City must continue implementing the requirements of the expired Permit. Tasks in this proposal are to assist the City with the on-going requirements of the expired Permit. This includes: Sediment Reduction Plan Implementation Post-Construction BMP Inspections Municipal Staff Training Annual Reporting Additionally, if the Permit is renewed in the 2021/2022 fiscal year, the City will potentially be subject to new requirements once the Permit is effective. The City may need assistance with implementing the new Permit requirements. Although we cannot determine the specific requirements, it is likely the City will need to begin implementing the Trash Implementation Plan (TIP) once the new Permit is effective. This proposal also includes a task to assist with the initial implementation of the TIP. ATTACHMENT 1 Page 133 of 292 Stone Creek Environmental Consulting 416 Aviation Blvd, Suite H Santa Rosa, CA 95403 colleen@consultingstonecreek.com 707-318-9415 2 www.consultingstonecreek.com This proposal includes a scope of work to provide assistance to the City on these Permit requirements as outlined below. Scope of Work Task 1. Sediment Reduction Plan Implementation   Section I of the Permit requires the City to develop and implement a Sediment Reduction Plan to assess effectiveness of Best Management Practices (BMPs) used to control sediment in storm water runoff. The City developed a workplan for this requirement that was approved by the Regional Water Board. The workplan divided the scope of work into four phases:  Phase I Source Investigation Research  Phase II Sediment Source Field Investigation  Phase III Sediment Source BMP Plan  Phase IV Progress Reporting The City has completed Phase I and is in the process of implementing Phase II. Phase II will be complete by the start of the contract. This task is to assist the City with the implementation of Phase III and IV. Requirements for Phase III includes implementing BMPs identified in Phase II to control significant sediment sources and studying the effectiveness of both new and existing BMPs. To complete this effectiveness study, Stone Creek proposes to quantify water quality benefits of BMPs using a cloud-based modeling system. Traditional effectiveness assessments require extensive water quality monitoring, which can be time consuming and costly. Additionally, traditional surface water monitoring often yields inconclusive results due to the multitude of factors influencing receiving water quality. To develop a more reliable and cost-effective methodology for tracking sediment source BMP effectiveness, we propose to utilize an asset management web-based platform to inventory BMPs, track effectiveness, monitor maintenance needs, calculate sediment load reduction benefits, and generate annual reporting information. Effectiveness is tracked through calculating the true water quality benefit associated with sediment load reduction. This data driven approach provides a direct, measurable load reduction using a calibrated and validated model. This systematic approach to effectiveness assessment will result in reliable and defensible data and will eliminate the need to conduct in-field monitoring. This provides a streamlined approach to complying with the sediment reduction requirements and will assist in the future with a direct compliance measurement for Total Maximum Daily Load (TMDL) waste load allocation requirements. More traditional effectiveness assessment would likely cost three times the amount of a web-based platform. Page 134 of 292 Stone Creek Environmental Consulting 416 Aviation Blvd, Suite H Santa Rosa, CA 95403 colleen@consultingstonecreek.com 707-318-9415 3 www.consultingstonecreek.com As part of this task, Stone Creek will populate and manage the platform. This includes entering BMPs used to control sediment discharges into the platform, maintaining information, and running load reduction calculations for reporting purposes. BMPs to be included in the inventory will be defined in the Phase II Sediment Reduction Report. Utilizing the data generated in the platform, Stone Creek will also develop the effectiveness assessment report for the sediment reduction plan due to the Regional Water Board October 15, 2022. The fee estimate includes a user fee to use the platform for one year. Based on our estimating, this methodology is the most cost-effective approach, even with the need to pay a user fee. The user fee includes the ability to incorporate other program areas into the platform, including tracking Low Impact Development (LID) inspections, storm drain maintenance needs, construction site inspections, industrial and commercial inspections, and trash plan management. Task 1 Deliverables: Effectiveness Assessment Report. Load reduction report for the 2021/2022 Annual Report. Task 2. Post‐Construction Inspections  Permit Section VI.D.12. requires the City to track and inspect all new development and redevelopment projects with LID BMPs. As part of this task, Stone Creek will assist the City with developing an inventory of LID BMPs, which have been installed in the City, including a spreadsheet, consistent with the fields required by the Permit. We will prepare the inventory based on a review of City provided development maps and records. It may be necessary to review maintenance declarations for LID projects to complete the inventory. The inventory will include mapping identified projects with LID features. The second part of this task will include inspecting LID BMPs to assess functionality, with particular attention to BMP maintenance including hydraulic function, failure, invasive vegetation, health of desired vegetation including herbicide overuse and excessive mowing, vector risk, trash and debris, sediment clogging, improper modifications, solids removal, pump- out, blockage, and drawdown drainage. As specified in the Permit, inspections will take place with LID BMPs that are in the public right of way or at locations that would not require entering private property. Stone Creek assumes eight projects to be subject to inspections. Each inspection will be documented on an inspection checklist, which will include recommendations for follow up, as applicable. A Technical Memorandum (TM) will be prepared with a summary of inspections completed and relevant findings. A photo record of the BMPs will be provided as part of the TM. Task 2. Deliverable: Inspection Report TM. Task 3. Storm Water Management Plan   Under this task, Stone Creek will develop an “at-a-glance” storm water management plan. The plan will be presented as a spreadsheet including Permit requirements, BMPs necessary to meet Page 135 of 292 Stone Creek Environmental Consulting 416 Aviation Blvd, Suite H Santa Rosa, CA 95403 colleen@consultingstonecreek.com 707-318-9415 4 www.consultingstonecreek.com the requirements, and a schedule of implementation. The plan will be provided within 30 days of an executed contract. Task 3. Deliverable: Storm Water Management Plan Task 4. Municipal Staff Training  Section G.12. of the Permit requires the City to annually train staff whose interactions, jobs, and activities may affect stormwater quality. We will provide training on storm water topics selected by the City. This may include illicit discharge, non-storm water discharges, municipal activities BMP requirements, and/or integrated pest management. Training will be provided as a pre- recorded video or in person as conditions allow. Task 4. Deliverable: Stormwater training, including preparation of a PowerPoint presentation, training materials, and training documentation records. Task 5. Annual Report   The Annual Report for the 2020/2021 reporting period is due October 15, 2021. At the beginning of the new Permit term, the Regional Water Board developed an annual report template for Permittee use. The template provides a streamlined method for annual reporting. We will assist the City with populating the template and gathering information needed for reporting. The City will need to complete sections of the report with data that is not readily available to us to adequately complete the report. The City will be responsible for submitting the final report to the Regional Water Board. Task 5. Deliverable: Draft Annual Report Task 6. Trash Implementation Plan  Stone Creek is currently in the process of developing a Trash Implementation Plan (TIP) to submit to the Regional Water Board in response to a 13383 Order issued to the City in 2017. The TIP will provide an implementation strategy to comply with the State Water Board adopted Trash Provisions. Although the strategy for the TIP has not yet been developed, the proposed strategy will likely include a combination of installing full trash capture systems and implementing institutional controls to reduce the discharge of trash to surface water. We can anticipate the implementation of the TIP as a requirement incorporated into the new Permit. If the new Permit becomes effective during the 2021/2022 fiscal year, we can anticipate needing to initiate implementation of the TIP. In the event implementation is required during this contract, this task is reserved for assisting with planning the first set of identified tasks. Under this task Stone Creek will assist the City with implementing the Year 1 strategy. Page 136 of 292 Stone Creek Environmental Consulting 416 Aviation Blvd, Suite H Santa Rosa, CA 95403 colleen@consultingstonecreek.com 707-318-9415 5 www.consultingstonecreek.com Task 6. Deliverable: None Task 7. Council Meeting Presentation    Under this task, Stone Creek will provide a presentation to the City Council on the storm water management program. The presentation will include an overview of the requirements, the City’s general approach to implementation, future requirements, and program challenges. The City will select the best meeting to present to the Council. Task 7. Deliverable: PDF of presentation Task 8. Phase I Permit Renewal  The Regional Water Board is in the process of renewing the Permit. At this time the exact schedule for renewal is not known, but it is likely the renewal will take place during the 2021/2022 fiscal year. The City will be supported during the renewal process by the Russian River Watershed Association (RRWA). It is anticipated the RRWA will assist the member agencies with the Permit renewal by attending Board workshops, reviewing and commenting on the draft Permit and attending the adoption hearing. The City may want to participate in this process independent of RRWA. As part of this task, Stone Creek is available to assist the City with the Permit renewal process. This can include reviewing and discussing the Permit with City staff, assisting with drafting comments during the public comment period, reviewing the City’s comment letter, and other efforts the City may find helpful during the renewal process. Once the Permit is adopted the City will need to take steps to begin implementing the Permit. Under this task, we will assist the City with Permit implementation, including developing an implementation plan and schedule for the first year of the Permit. Completion of this task is dependent on the adoption of the new Permit. In the event the Permit is not adopted during the 2021/2022 fiscal year as anticipated, this work will not be completed. Task 8 Deliverables: Phase I Permit Implementation Plan and Schedule. Task 9. Program Management  This task will include general project management tasks needed to manage the contract properly and effectively. Tasks will include a project schedule, managing budget, monthly invoicing, and routine communications with the City, including in person meetings to report progress and discuss key recommendations and decisions. Task 9. Deliverable: Invoices   Page 137 of 292 Stone Creek Environmental Consulting 416 Aviation Blvd, Suite H Santa Rosa, CA 95403 colleen@consultingstonecreek.com 707-318-9415 6 www.consultingstonecreek.com Fee Estimate and Level of Effort  The Scope of Work will be conducted as described above for an estimated not-to-exceed budget of $26,020. The estimated fee and associated level of effort are summarized below. Task Level of Effort, hours Estimated Fee, $ Task 1. Sediment Reduction Plan 70 11,500 Task 2. Post-Construction Inspections 10 1,650 Task 3. Storm Water Management Plan 20 3,300 Task 4. Municipal Staff Training 10 1,650 Task 5. Annual Report 10 1,650 Task 6. Trash Implementation Plan 8 1,320 Task 7. Council Meeting Presentation 6 990 Task 8. Phase I Permit Renewal 12 1,980 Task 8. Project Management 12 1,980 Total 153 26,020 Billing rates for the estimate are provided below. Rates will be valid for the duration of the contract: Technical Professional Services $165 per hour GIS/Mapping $175 per hour Intern Assistance $85 per hour Administrative Assistance/Travel $75 per hour Quality Assurance Review $185 per hour Direct Costs Cost + 10% Mileage Standard Federal Rate Any services not included in this Scope of Work will be performed only after receiving written authorization and a corresponding budget augmentation from the City. I am looking forward to working with you on this important work. Please feel free to contact me at 707-318-9415 or colleen@consultingstonecreek.com if you have any questions or would like to discuss this proposal further. Sincerely,   Colleen Hunt, CPMSM #343 Professional Consultant Page 138 of 292 Page 1 of 3 Agenda Item No: 11.a. MEETING DATE/TIME: 7/21/2021 ITEM NO: 2020-408 AGENDA SUMMARY REPORT SUBJECT: Annual Review and Adoption of Resolution Updating the Fee Schedule for Community Services; Including Recreation Programs, Sports Fields, Parks, Municipal Pools, Ukiah Valley Conference Center, and the Grace Hudson Museum. DEPARTMENT: Community Services PREPARED BY: Jake Burgess, Community Services Supervisor PRESENTER: Jake Burgess ATTACHMENTS: 1. Resolution with Exhibit A - Fee Schedule for Community Services 2. 11a Presentation given at meeting - UUSD City of Ukiah Summer School partnership PPP Summary: City Council will conduct their annual review of the user fee schedule for the Community Services Department including Recreation Programs, Sports Fields, Parks, Municipal Pools, Ukiah Valley Conference Center and Grace Hudson Museum. Background: The City of Ukiah Community Services Department provides golf, parks, facilities, and programs in a variety of capacities. The Parks Division maintains the park facilities, public picnic areas, park buildings and auxiliary areas such as undeveloped parcels and parking lots. As a matter of policy, the City Council reviews fees on an annual basis to ensure that the desired cost recovery, quality of service, and affordability remain at a high level. Conducting a regular review of the comprehensive fee schedule has been an important component of budget management. The annual review has assisted staff in monitoring the growth and success of services, planning the marketing and service delivery objectives, and forecasting for each budget cycle. Staff utilizes a variety of tools in the review and assessment of fees. As part of this comprehensive process, staff has reviewed existing fees, analyzed operating costs and service levels. The Community Services Department has also conducted fee schedule comparisons with like facilities/programs. Discussion: It is prudent to review and update user fees for these facilities, programs, and services on a regular basis. Community Services Department has completed a review of all user fees to ensure that the desired cost recovery, quality of service, and affordability remain balanced. Staff is requesting changes to the fee ranges adopted in 2019 in the Aquatics and Recreation categories. These changes are in an effort to provide for future adjustments to offset the rising costs in staffing. As such, only fee ranges in programs and activities directly affected by recent minimum wage increases are recommended for the update. Staff does not plan to increase fees at this time, only an update to specific ranges. The current fees are detailed in Exhibit A to the Resolution (Attachment 1) along with the requested updates in separate columns. The Resolution (Attachment 1) would approve these changes. SUMMARY OF PROGRAMS GRACE HUDSON MUSEUM The Grace Hudson Museum provides art exhibits, educational programs, tours, and workshops. In 2019, Staff established a policy of free admission for Native Americans with a Tribal Identification Card and military Page 139 of 292 Page 2 of 3 personnel with an active Military Identification Card. In addition to the admission fees, the Sun House Guild and Grace Hudson Museum Endowment Fund raise funds to assist in the development of the Grace Hudson Museum and Sun House. Funds raised are used to help support exhibits, programs and conservation/restoration efforts. The Sun House Guild also operates the Grace Hudson Gift Shop that helps support the Museum. PARKS & FACILITIES The Ukiah Valley Conference Center coordinates the scheduling and uses of public rental facilities, which includes the Conference Center, parks and picnic spaces. Facility rental revenue provides funds for routine maintenance, as well as the ability to provide facility improvements and prepare for long-term capital improvement projects. Community Services staff members work diligently to keep their operating and maintenance costs low and to manage the facilities within budget guidelines. UKIAH MUNICIPAL GOLF COURSE The Golf Division is currently under an operational contract with Tayman Park Golf Group, Inc. for the programming of tee times, tournaments, the Todd Grove room rental, and ongoing maintenance. Fees for golf operations are set by the Tayman Park Golf Group, Inc. and governed through the City's contractual agreement. Thus, golf related fees are not part of this review. UKIAH MUNICIPAL POOLS The pool facility and operation is an important community asset as it provides a safe aquatic environment for recreation and lessons. Over the years, the City Council has maintained a commitment to ensure fees for service at the facility are affordable for all. As such, while we are requesting an updated fee range of $60- $100, we are still charging the long-established $60 rate per lesson this season. The updated range will provide for future flexibility in fees charged to help offset the rising costs of staffing and potential adjustments in scope of services. The City also provides scholarships to numerous swim lesson participants, which ensures that the fee-based programs are accessible to all. Management continues to focus on cost control measures. Multiple staff members have been certified to be a Lifeguard, CPR and First Aid trainer, which has helped reduce costs for training and increase training availability. Staff continues to explore promotional activities, the marketing of special pool programs, and specialty hours that increase usage of the pool. RECREATION PROGRAMS & SERVICES There are many programs and services provided by the Recreation Division. The staff members have successfully operated sports leagues, instructional classes, art-based programs, fitness activities, dog training and much more. There are many formats for the structure of classes, clinics, camps, and leagues. The Recreation Division has been tremendously successful in offering specialty camps that are held during a school break holiday and focus on a particular sport. Recreation programs provide a healthy activity and serve a need for working parents. As with all of the programs, the Youth Scholarships are available to assist with financial needs so that all children can participate. The previously adopted fee ranges remain adequate for the most-part but we are requesting changes to ranges for youth sports player fees and sponsor fees. This is in an effort to provide flexibility in the future given the rising costs of staffing and to ensure a high cost recovery level. ATHLETIC FACILITIES & SPORTS FIELDS There are a variety of athletic fields in Ukiah for specific rental uses, and their users include private groups who wish to conduct tournaments. The Recreation staff handles the scheduling of the field rentals, and the revenue helps to offset the maintenance costs. No adjustments are proposed for this category. Note: The City has not charged Ukiah-based youth sports leagues such as baseball, football, and soccer for the use of athletic fields. It would be cost prohibitive to the youth programs to pay a facility usage fee. Staff continues looking for new ways to increase revenue to offset the ongoing maintenance costs. Page 140 of 292 Page 3 of 3 Recommended Action: Receive the annual review and adopt the Resolution updating the fee schedule for Community Services; including recreation programs, sports fields, parks, municipal pools, Ukiah Valley Conference Center, and the Grace Hudson Museum. 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: Neil Davis, Kerry Randall, David Burton Page 141 of 292 RESOLUTION 2021- RESOLUTION OF THE CITY COUNCIL OF THE CITY OF UKIAH AMENDING USER FEE SCHEDULE FOR COMMUNITY SERVICES DEPARTMENT FACILITIES, PROGRAMS AND SERVICES WHEREAS, the City of Ukiah owns, manages, maintains, and provides facilities, programs and services for public use; and WHEREAS, community members and private organizations request the use of facilities and participate in these programs or services; and WHEREAS, the use of facilities and the participation in programs or services necessitates a need for fees which have been established to provide for maintenance, utilities and other operational expenses; and WHEREAS, the City Council may from time to time consider fee adjustments in order to continue operation of facilities, programs and services in a fiscally responsible manner; and WHEREAS, the City Council conducted a public hearing and has heard public comment on these issues. NOW, THEREFORE, BE IT RESOLVED that the City Council amend the Community Services Department Fee Schedule as attached in Exhibit “A”, which is incorporated herein. PASSED AND ADOPTED this 21st day of July, 2021, by the following roll call vote: AYES: NOES: ABSENT: ABSTAIN: Juan V. Orozco, Mayor ATTEST: Kristine Lawler, City Clerk ATTACHMENT 1 Page 142 of 292 COMMUNITY SERVICES DEPARTMENT A. UKIAH MUNICIPAL GOLF COURSE Facility Managed by Tayman Park Golf Group, Inc. B. PARK AND FACILITY RENTALS 1. Todd Grove Room Rental Facility Managed by Tayman Park Golf Group, Inc. Facility located at 599 Park Blvd, Managed by Tayman Park Golf Group, Inc. 2. Grace Hudson Museum Meeting Room Rentals Facility located at 431 S Main Street. Capacity: 49 Assembly/Dining with Kitchen Facility Primary Use: Small Gatherings, Meetings, Workshops Fee Category/Description Current Fees Public/Private Rental All Types of Use Refundable Deposit 200 Businesses & Individuals Daily Rate 450 Non Profit or Government Agencies Daily Rate 250 * Rates for wedding rental will be priced by the Conference Center/ Facility Administrator according to client requirements. 3. Civic Center Council Chamber Rental Facility located at 300 Seminary Ave. Capacity: 141 in Council Chambers Primary Use: Meetings and Lectures Fee Category/Description Current Fees Public/Private Meeting Refundable Deposit 200 Business Hours: Monday - Friday 8am-5pm Daily Rate 150 Evening Hours: Monday-Friday 5pm-9pm Daily Rate 250 Additional Hours after 9pm Per Hour 50 Services 50-100Equipment Use: Projector, Screen, Sound Sytem EXHIBIT A Page 143 of 292 ATTACHMENT 1 COMMUNITY SERVICES DEPARTMENT B. PARK AND FACILITY RENTALS (Continued) 4. Park Facility Rental: Picnic Area and Other Uses Parks that are have rental areas include: Todd Grove Park at 600 Live Oak Vinewood Park at 1260 Elm Street Oak Manor Park at 500 Oak Manor Drive Primary Use: Gatherings, Picnics, BBQ's, etc. Fee Category/Description Current Fees Park & BBQ Rate 1-50 People 100 50-100 People 200 100+ People 300 Access to Electricity 75 5. Alex R Thomas Plaza & School Street Facility located at 310 S State Street Primary Uses: Large Gatherings, Fundraising Events, Music, Vendors, Booths Fee Category/Description Current Fees All Types of Use for the Entire Plaza including Stage & Pavilion Refundable Deposit 300 Businesses & Individuals Daily Rate 450 Non Profit or Government Agencies Daily Rate 350 Additional Equipment provided by City Daily Rate 50-75 Expanded Use: Street Closure and/or School Street Electricity Daily Rate 100 Deposit 500 Operator Set-Up 100 Hourly Use Rate 100 Use of Plaza Speaker and/or School Street Speaker System Page 144 of 292 ATTACHMENT 1 COMMUNITY SERVICES DEPARTMENT C. UKIAH VALLEY CONFERENCE CENTER 1. Room Rentals Daily Rate applies Monday through Friday 8:00am-5:00pm Non Profit Rate applies to the Daily Rate only when applicable Evening/Weekend Rate applies Monday through Friday after 5pm & Saturday or Sunday Fee Category/Description Current Fees Red Rooms: Cabernet 1, Cabernet 2, Merlot & Zinfandel Up to 300 people Dining or 400 Theater/Assembly Daily Rate 1750 Evening/Weekend Rate 3000 Non Profit Daily Rate 1500 Cabernet 1 & Merlot or Cabernet 2 and Zinfandel Cabernet 1 or 2 From 1 to 125 people Dining/Classroom or 175 Theatre/Assembly Daily Rate 700 Evening/Weekend Rate 1250 Non Profit Daily Rate 600 Add Merlot Room or Zinfandel Room 300 Chenin Blanc Room From 1 to 40 people Daily Rate 400 Evening/Weekend Rate 600 Non Profit Daily Rate 300 Riesling Room From 1-20 people Daily Rate 200 Evening/Weekend Rate 250 Non Profit Daily Rate 175 Chardonnay Room From 1-20 people Daily Rate 200 Evening/Weekend Rate 250 Non Profit Daily Rate 175 Merlot or Zinfandel Room From 1-20 people Daily Rate 200 Evening/Weekend Rate 250 Non Profit Daily Rate 175 Kitchen Use Fee 300 The Conference Center provides a variety of rentals, rooms and services. The listed rates are for small conferences, seminars and educational trainings. Rates for banquets, receptions, fund raisers and festive occastions will be priced according to client requirements. Additionally, the Conference Center Administrator may provide promotional rates or discounts for multiple bookings. Page 145 of 292 ATTACHMENT 1 COMMUNITY SERVICES DEPARTMENT D. GRACE HUDSON MUSEUM & SUN HOUSE Facility located at 431 S Main 1. Use Rates Fee Category/Description Current Fees Admission Rates Child under 8 0 (with adult) Youth ages 8-17 3 Student 18+ w/ ID 4 Adult 6* Senior 4 Family 12 School Rate per student 3 0 0 E. UKIAH MUNICIPAL POOLS USER FEES Facility located at 591 Park Blvd. 1. Use Rates Fee Category/Description Fee Range Approved by Council 2019 Current Fees Requested Range Public Swim Rates Children 0-5 years old 3-7 5.00 3-7 Children 6-17 years old 3-7 5.00 3-7 Adults 18+3-7 5.00 3-7 Children 30 Pass Punch Card 100-140 120.00 100-140 Adult 30 Pass Punch Card 100-140 120.00 100-140 2. Swim Lesson Rates Fee Category/Description Fee Range Approved by Council 2019 Current Fees Traditional Swim Lesson Program 2-week session 50-80 60 60-100 Other Aquatic Based Programs Aqua fitness classes, clinics, camps, etc.1-200 1-200 1-200 3. Private Facility Use Use: A Private Pool Use includes exclusive use for both pools with lifeguards Fee Category/Description Current Fees 2 - 4 hour period, exclusive use, 1 pool or 2 200-400 250 - 600 Primary Use: Art museum with educational presentations, tours, workshops. Native American w/ Tribal ID Active Military Personnel Primary Use: Open during the summer months for "drop-in" use during public swim hours. Programming includes swim lessons, trainings, aqua fitness classes, and more. *$5 is currently being charged despite the prior approval for $6 Page 146 of 292 ATTACHMENT 1 COMMUNITY SERVICES DEPARTMENT F. RECREATION PROGRAMS AND SERVICES 1. Youth Sports Leagues Qualifying participants can utilize the Youth Scholarship program for a reduced fee. Fee Category/Description Fee Range Approved by Council 2019 Current Fees Youth Sports Team Sponsor Business Sposorship Fee 100-300/team 300 100-500 Girls Youth Softball Individual Player Fee 55-85 70 60-100 Youth Basketball Individual Player Fee 55-85 70 60-100 Other Sports Individual Player Fee 20-100 N/A 20-100 2. Adult Sports League Fee Category/Description Fee Range Approved by Council 2019 Current Fees Adult Sports Team Sponsor Business Sposorship Fee 200-500/team 200-500/team 200-500/team Adult & Co-ed Softball Individual Player Fee 25-60 40 25-60 Adult Basketball Individual Player Fee 25-60 40 25-60 3 on 3 Basketball League Team Fee 50-200 N/A 50-200 Other Sports Individual Player Fee 25-60 25-60 25-60 Other Sports Team Fee 50-500 50-500 50-500 3. Classes and Recreation Fees Fee Category/Description Fee Range Approved by Council 2019 Current Fees Contract Instructor Classes Registration for one participant 0-1,000 per class 0-1,000 per class 0-1,000 per class Clinics, Workshops, Trainings, Specialty Camps Registration for one participant 0-500 per class 0-500 per class 0-500 per class Recreation Guide Advertising Rates 1/8 page - full page 0-1,000 0-1,000 0-1,000 4. State Street Banner Program Fee Category/Description Current Fees State Street Banner Banner Fee 100 Requested Range Page 147 of 292 ATTACHMENT 1 COMMUNITY SERVICES DEPARTMENT G. ATHLETIC FACILITIES AND SPORTS FIELDS 1. Athletic Fields Ukiah Sports Complex Facility located at 905 City Well Road, at River Street off Hwy 101 Fee Category/Description Current Fees Field Use One Field 150/day Lighting for One Field 50/day Refundable Deposit 1000 Other Park Locations with Athletic Field Fee Category/Description Current Fees Field Use One Field 150/day Lighting for One Field 50/day Refundable Deposit 500 Amenities: 3 Softball Fields, Lighting, Concession Facilities and Restrooms Primary Use: Sports Leagues, Tournaments Athletic Fields are used for a variety of functions such as tournaments, fundraisers, and league play. Facility use will be priced according to client requirements. Additionally, the Assistant City Manager/Director of Community Services or designee may provide promotional rates or discounts for multiple bookings. Page 148 of 292 City of Ukiah and UUSD Elementary Summer Camp Elementary Summer Camp Program Program partnership Page 149 of 292 Goals Learning recovery Support social and emotional well-being Healthy activities Daily food access Swimming and swim instruction Page 150 of 292 Overview •6 week program: June 9 – July 21 •3 sites: Frank Zeek, Nokomis, and Grace Hudson Elementary Schools •Morning session of school work •Lunch provided by UUSD •Afternoon activities provided by City of Ukiah •Afternoon snack provided by City •Swimming at Ukiah High (1 site/day) Page 151 of 292 Staffing Nokomis - 27 Frank Zeek - 20 TOTAL - 85 UHS Pool - 20 Grace Hudson - 18 Page 152 of 292 •464 students in the program •Over 13,000 lunches served by UUSD •Over 13,000 afternoon snacks served by City •25 trips to Costco •Use of multiple City facilities & vehicles Food for All Page 153 of 292 •Indoor and outdoor activities •Multitude of Sports •Reading time •Board games •Art & crafts •Skits •and more! Fun and Games Page 154 of 292 •Students swam 4 or 5 times •105 bus trips to & 105 from UHS for swimming •20 City of Ukiah Lifeguards and WSI •Swim instruction provided to participants Swimming at UHS Pool Page 155 of 292 Page 1 of 3 Agenda Item No: 12.a. MEETING DATE/TIME: 7/21/2021 ITEM NO: 2021-957 AGENDA SUMMARY REPORT SUBJECT: Council to Receive Status Report on the Ukiah Valley Golf Course and Consider Approval of the 2021/2022 Capital Improvement Plan for the Ukiah Valley Golf Course, and to Consider Approval of an Amended Cart Barn Lease Agreement with the Ukiah Men’s Golf Club, and a Corresponding Amendment to the Tayman Park Golf Group Agreement. DEPARTMENT: City Manager / Admin PREPARED BY: Maya Simerson, Project & Grant Administrator PRESENTER: Maya Simerson, Project Administrator Frank Johnson and Julia Siderakis, Tayman Park Golf Group Roger Vincent, Ukiah Mens Golf Club President ATTACHMENTS: 1. UMGC CIP work to June 2022 2. Amended Draft Cart Barn Lease updated 3. UMGC CIP Fund approval letter 4. Addendum No 8 to Tayman Park Golf Course Lease 5. Ukiah Golf Course CIP 2021 22 6. 12a Presentation given at meeting - UVGC CIP Power Point 2021 Summary: The Council will receive a status report and consider approval of the 2021/2022 Capital Improvement Plan for the Ukiah Valley Golf Course, and consider approval of an Amended Cart Barn Lease Agreement with the Ukiah Men’s Golf Club, and a Corresponding Amendment to the Tayman Park Golf Group Agreement. Background: The Ukiah Valley Golf Course is operated under a Lease Agreement between the City of Ukiah (City) and Tayman Park Golf Group, Inc. (TPGG). The Ukiah Mens Golf Club (UMGC) operates a cart barn under a Lease Agreement with the City. Under these two leases, TPGG and the UMGC committed to making annual capital improvements to the course under an annually approved capital improvement plan (CIP) in cooperation with the City. CIP funding is provided by TPGG and the UMGC through these lease agreements. Currently, by prior written agreement with the City, because TPGG made a substantial capital investment in the City-owned clubhouse, TPGG is excused from contributions in this CIP year. It should be noted that TPGG is still participating in CIP projects above and beyond their required contribution amounts. The City's General Fund does not currently contribute financially to the CIP as golf is an enterprise operation. The contribution to the CIP fund is normally $40,000 annually from TPGG and approximately $20,000 annually from UMGC, depending upon earnings from cart-barn revenues and sign advertisements. The CIP fund is maintained independent of the City at the Savings Bank of Mendocino County. By an amendment to the TPGG Lease Agreement, the TPGG annual contributions for this year is excused by the credit arising from TPGG’s significant investment in the clubhouse renovation. Nevertheless, as mentioned, TPGG has continued to make CIP investments in the golf course. The lease agreement outlines a protocol for prioritizing and funding capital improvements. The protocol calls for an Advisory Team with three representatives from the UMGC, TPGG, and the City, to compose and agree Page 156 of 292 Page 2 of 3 on a plan for the annual course improvements. This Advisory Team has met, discussed and approved of the final plan. The final plan is then presented to the Council for its approval and to assure continued transparency and public review of the operation of this community asset. Discussion: This past year, the UVGC provided a safe outdoor recreational place for all ages to be during the pandemic. TPGG and staff worked together to immediately develop and implement operating guidelines approved by the local public health officer, providing a safe recreational outlet to the community. Additionally, TPGG continued to provide food and beverage service to our community. The ‘Slush by the Park’ menu has proved to be an attraction to golfers and non-golfers alike. In addition to providing a safe recreational outlet, the Ukiah Valley Golf Course provides a level of protection and firefighting space to protect the city of Ukiah from fire threats from the western hills. The golf course’s large irrigated, green, and trimmed open space create a fire protection zone buffer between the western hills and the adjacent western Ukiah residential neighborhoods. The recently completed Ukiah Men's Golf Club tree trimming and fuel reduction CIP project has enhanced the fire protection zone effectiveness. In this time of heightened fire safety awareness and preparation, the Ukiah Valley Golf Course stands out as a significant and perhaps unrecognized fire protection tool benefiting the residents of Ukiah. The success of the golf course relies on all three of its partners, but the UMGC deserves to be recognized for their exceptional efforts. Please see attachment #1 for a full list of projects and photos of recently completed projects. Council recognized key members of the UMGC for their volunteer efforts earlier this year and Staff would like to further emphasize our appreciation for the work the Men's Club performs on the golf course. The course also benefits from the support of the Women’s Golf Club and we are grateful for their contributions. The UMGC requested a review and amendment of their lease agreement for the use of the cart storage facilities entered into in June of 2012. Very few modifications were needed and the majority of them were to memorialize actions the UMGC have already been practicing. The most notable changes are the adjustment to the term (it will now be concurrent with any term extensions to the TPGG lease), and a more detailed description of the mechanics of the CIP program, along with the establishment of a separate CIP bank account. The proposed amended agreement is attached along with the corresponding letter authorizing the use of a separate CIP bank account (Attachment #2 and #3). Although TPGG is technically operating under a credit for CIP costs they are still continuing to participate in CIP projects in conjunction with the UMGC and making other major investments on their own, including major equipment purchases. As a result of modifying the UMGC Agreement to allow for the use of a separate CIP bank account the TPGG Agreement needs to be amended to reflect the change, please see attachment #4 to review the TPGG agreement amendment with the revised Exhibit H to the TPGG Agreement. The attached 2021/2022 CIP plan (attachment #5) outlines proposed CIP projects in three sections; A. 2020/2021 Capital Improvement Projects Completed B. Projects Identified in Prior Years rolling over to 2021/2022 C. New Projects added, Identified for 2021/2022 Starting this plan year, each project will now identify the fiscal year in which the project was first listed as a priority and added to the plan project list. Completed projects will note the organization that funded and completed the project. Inclusion of a project in the plan does not mean that funding is currently available to complete the project. The partnership between the City, TPGG, and the UMGC is strong and productive, with all three parties working together towards the common goal of creating and maintaining an outstanding municipal golf course for the community. All parties feel the long-term success of the course still relies heavily on access to recycled water. The completion of Phase 4 of the Recycled Water project, which the Council and public supports, will ensure the viability of the course in the future. The sooner access to recycled water can be established, the Page 157 of 292 Page 3 of 3 better for this community asset. On June 22nd, Staff reviewed the Ukiah Valley Golf Course CIP with the Parks, Recreation and Golf Commission. Staff and the Advisory Team recommends the approval of the proposed 2021/2022 Capital Improvement Plan and authorization for the City Manager to execute the Amended Cart Barn Lease Agreement with the Ukiah Men’s Golf Club and Addendum 8 to the Tayman Park Golf Group Agreement. Recommended Action: Approve the 2021/2022 Capital Improvement Plan for the Ukiah Valley Golf Course, and authorize the City Manager to Execute the Amended Cart Barn Lease Agreement with the Ukiah Men’s Golf Club and a corresponding Eighth Amendment to the Tayman Park Golf Group Agreement. BUDGET AMENDMENT REQUIRED: n/a CURRENT BUDGET AMOUNT: n/a PROPOSED BUDGET AMOUNT: n/a FINANCING SOURCE: n/a PREVIOUS CONTRACT/PURCHASE ORDER NO.: COU070112; 1617-112-A1 thru A7 COORDINATED WITH: Frank Johnson, Tayman Park Golf Group and Roger Vincent, Ukiah Mens Golf Club Page 158 of 292 Attachment #1 CAPITAL IMPROVEMENT PROJECTS FOR 7/1/2021 TO 6/30/2022 AND BEYOND Ukiah Men’s Golf Club projects outside of the CIP highlighted in yellow 1. Improvements to Hole 2- tee box retaining wall COMPLETED Page 159 of 292 2. Hole 5 improvements- stairs and railing COMPLETED Page 160 of 292 3. Patio Shade Cover; COMPLETED 4. TREE MAINTENANCE: On-going tree pruning conforming to the list of trees that was approved in 2020. New trees may be added to the list if storm or drought damage is discovered. 5. TEE #17: Expansion of the middle tee box (white tees) and adding new turf on the new portions and existing portions of the tee box as needed. 6. TEE #5-LOWER: Reconstruction of the lower tee box including grading work to level the tee box and installing new turf. 7. TEE #5-UPPER: Replace fence behind tee box and construct a low retaining wall to level the ground where the bench is located. Page 161 of 292 8. FAIRWAY #5: Construction of a barrier in the vicinity of the cart path to keep golf balls from rolling down the hill. 9. FAIRWAY #7: Install steel posts and chain along westerly cart path to direct carts from the fairway back onto the cart path near the 100-yard marker. COMPLETED FEBRUARY 2021 10. GREEN #8: Explore ways to resolve the failing retaining wall along the west side of the green which is causing the green to settle and slope toward the wall. 11. PRACTICE AREA ADJACENT TO HOLE #1: Construction of a practice sand trap. 12. HOLE #2: RESHAPING AND DECREASING THE SIZE OF THE SAND TRAP: Over the years this sand trap has increased in size and needs to be reconfigured to its former size. Add turf where needed. 13. HOLE #3: Reshaping the edges of both traps adjacent to the green to eliminate the lips where balls can get trapped underneath. 14. HOLE #4: Same as number three. In addition, consider reducing the size of the northerly sand trap which has grown larger over the years. Rerouting the sprinkler line in the northerly sand trap. 15. HOLE #6: Reshape the edge of the sand trap adjacent to the green. 16. HOLE #9: Remove the paved cart path adjacent to the green and replace it with turf blocks. 17. BOTH BRIDGES ON THE BACK NINE: Inspect decking and replace as needed. Page 162 of 292 18. HOLE #11: Construct a tee box that is raised above the fairway where the white tees are located. Reduce the size of the sand trap in front of the green where it extends past the green. Consider removal of the sand trap behind the green or rebuild it so it holds sufficient sand. 19. HOLE #12: Consider adding a dirt berm on the north side of the green and down the fairway to stop balls hitting on the right side of the fairway from running over the cliff. 20. HOLE #17: Remove the sand trap on the south (right) side and replace with sod as there is no way to keep the sand from packing down due to the drainage in the area. 21. PARTNER WITH THE CITY: The storm drain pipe on the front nine, which extends from above Green #3 down to the east side of Fairway #8, is failing in several places. Explore ideas with the city for either temporary or spot fixes until the City has funds to replace the entire storm drain. 22. TREE PLANTING: Add new trees between Holes #4 and #6 to better delineate fairways and to protect golfers on adjacent fairways. Add trees between Holes #7 and #8 for same reasons. Replace miscellaneous trees on the Back Nine where trees had died. COMPLETED MARCH 2021 Page 163 of 292 23. GREEN #15: Install steel posts and chain between the cart path and green. Plant bushes behind green. 24. TEE #2: Construct a new forward tee to be completed in FY 2021-2022. COMPLETED MARCH 2021 Page 164 of 292 1 Attachment #2 CART STORAGE LEASE AGREEMENT Between the City of Ukiah and the Ukiah Men’s Golf Club This Amended Lease, effective on and after July 1, 2021, by and between the City of Ukiah, State of California, acting by and through its City Council, hereinafter referred to as “Lessor” and the Ukiah Men’s Golf Club, a non-profit corporation organized and existing under and in compliance with the laws of the State of California and its officers, hereinafter referred to as “Lessee” or “UMGC”) amends the Lease between Lessor and Lessee for the Cart Barn at the Ukiah Municipal Golf Course entered on July 1, 2012. RECITALS: 1. Lessor has the authority contained in Government Code (37380 and 37395) and does determine that the use of certain property owned by the Lessor is not required for its use at this time and is available for Lease, and 2. The use of said property by the Lessee would be and is beneficial for the citizens of the City of Ukiah. LEASE AGREEMENT 1. LEASE. The parties hereto agree that on the terms and conditions hereinafter expressed Lessor does hereby let to Lessee and Lessee does hereby hire from Lessor a portion of that certain parcel of property commonly referred to as “Ukiah Municipal Golf Course,” located on City property, County of Mendocino and adjacent to Todd Grove Park, more specifically described on the attached “Exhibit A” together with a right of access thereto, hereafter called “the Leased Premises.” 2. TERM. The term of this Lease expires on the later of June 30, 2032 or the date the Ukiah Municipal Golf Course lease between the City of Ukiah and Tayman Park Golf Group, Inc. (“TPGG”), as amended or extended, expires. Page 165 of 292 2 3. LEASE REVENUE. Not later than June 30 each fiscal year, Lessee agrees to deposit into a UMGC Capital Improvement Program Fund for the Ukiah Municipal Golf Course (“the Fund”) all gross revenue from the fees it charges for the storage of privately owned golf carts at the Leased Premises and any other income received by Lessee from its use of the Leased Premises, excluding only fees paid by Lessee for utilities furnished to the Leased Premises and the cost of necessary maintenance activities of the Leased Premises. (“Net Cart Barn Revenue”) In addition, the Lessee agrees to deposit into the Fund all gross revenue from the management of a tee sign sponsorship program, excluding costs to create and maintain the tee signs (“Net Tee Sign Rents”). Starting in the fiscal year ending June 30, 2022, Lessee’s contribution to the Fund for the fiscal year shall not be less than Twenty Thousand Dollars ($20,000), increasing in each fiscal year thereafter by two percent (2%) of the minimum contribution amount for the prior fiscal year. If Lessee fails to timely deposit fifty percent (50%) of the annual Fund Contribution required by this Section 3, then Lessor may give notice to Lessee that it has one hundred eighty days (180) from the date of such notice to make the required deposit to the Fund. If Lessee fails to make the full required deposit by that deadline, in its sole discretion the Lessor may terminate this Lease and retake possession of the leased premises. Lessor’s failure to give such notice does not affect in any way Lessee’s obligation to make the deposits required by this Section 3 or the Lessor’s remedies for such breach of this lease. Upon termination of the lease for the reasons provided in this Section 3, private cart Page 166 of 292 3 storage and path license rights will remain valid for the remainder of the period of use authorized by the rental fees that were paid for each golf cart prior to the date the lease was terminated pursuant to this Section 3. Thereafter, Lessor, at its sole discretion, may determine future storage and path use by private carts, if any, under terms and conditions to be determined solely by Lessor from time-to- time. This UMGC Fund will be managed by the UMGC, subject to approval of proposed expenditures from this fund by an Advisory Team comprised of three representatives, one from the Ukiah Men’s Golf Club, one from TPGG, and one from the City of Ukiah. Each of the organizations represented shall select its representative and notify the other organizations of the name of and contact information for its representative. The representatives serve at the will and pleasure of the organization they represent. The Lessee shall maintain the UMGC Fund at a bank or savings and loan approved by the City of Ukiah. The UMGC shall maintain adequate financial records for the Fund to permit an audit by any of the represented organizations of all income and expenditures. UMGC is required to provide the City, at least semi-annually as of December 31 and June 30, with a report detailing the UMGC Fund balance and all UMGC CIP contributions, and approved UMGC CIP plan expenditures recorded in the UMGC Fund. The records shall be available for inspection and copying by any of the represented organizations at all reasonable times. The UMGC Fund shall be used exclusively to pay for Capital Improvement Projects and for youth scholarship programs. Prior to the expenditure of funds from the account, the Page 167 of 292 4 Advisory Team’s approved expenditures shall be submitted for review and approval by the Ukiah City Council at a public City Council Meeting. 3.1. Lessee shall maintain financial records in accordance with generally accepted accounting standards consistently applied which accurately record and reflect all income and expenses incurred in its performance under this Lease and which are adequate to allow for an audit in accordance with the auditing standards of the Financial Accounting Standards Board. Lessee shall maintain the records at a location in the City of Ukiah. It shall provide Lessor with notice of that location and of any change in that location. The Lessor shall have a right to inspect, copy or audit those records at any time during regular business hours not sooner than twenty-four (24) hours after Lessee receives a written request from Lessor for access to the records. 3.2. Lessee hereby agrees to allow the Lessor and/or a designee of the Lessor to park and store 40 rental carts in the golf cart storage facility during non-operating hours of the Ukiah Municipal Golf Course. Storage of additional carts must be approved by both parties, but not unreasonable denied. The storage of the rental carts shall be at no cost to the Lessor and/or the designee of the Lessor. 3.3. Annually, in order to inform the Ukiah City Council and the public of the capital improvements contributed by Lessee to the golf course, Lessee shall present to the City Council in public session a description of the completed golf course improvements approved by the City Council in the prior year, which were funded by the Fund, as well as other projects that were overseen or completed by the Lessee in the that year which were funded by in-kind time and materials, or cash donations. Lessor hereby agrees to allow the continued use of private carts on the golf course for the entire term of this agreement, subject to rules and regulations adopted by Lessor. Page 168 of 292 5 4. USE AND IMPROVEMENTS. Lessee hereby agrees to install all permanent improvements which shall become part of said property and title to said improvements shall be vested in the Lessor upon completion of the improvements. 4.1. Lessee shall use the Leased Premises for the sole purpose of providing storage for privately owned golf carts and, as provided in section 3.1, rental carts owned by Lessor and/or the designee of the Lessor as more specifically described in the attached Exhibit B which is incorporated herein by this reference. 4.2. Improvements, excavations, removal of any trees, brush, grass or improvements and other modifications to the Leased Premises shall be the sole responsibility of Lessee and shall be approved by Lessor prior to conducting work. Lessee shall prepare plans and specifications for said improvements and obtain approval prior to performing or permitting the performance of any work on the Leased Premises. 4.3. Lessee agrees to keep the Leased Premises and all improvements in good repair and order, and to bear the full cost for maintenance of all improvements. 4.4. Lessee shall acquire the necessary and required permits from the appropriate regulating body for the development proposed under this lease. 4.5. Lessee shall not use or permit the Leased Premises to be used except in full compliance with all applicable laws, including, but not limited to, rules, regulations, laws or ordinances of the City of Ukiah, Ukiah Municipal Golf Course, and the State of California. 4.6. Lessee shall not maintain any nuisance on the leased premises or engage in any activity that unreasonably interferes with the use of the Ukiah Municipal Golf Course by Lessor, a designee of the Lessor, and the general public. Page 169 of 292 6 4.7. Lessee shall not be responsible in any way for trees and landscaping or landscape maintenance of the area surrounding the leased premises. 4.8. Lessee shall furnish at its sole expense all utilities necessary for its use of the leased premises, including, but not limited to, water, sewer service, electricity, and natural gas. 5. ASSIGNMENT. Lessee will not assign this Lease or any interest herein and will not let or underlet the said premises or any part thereof without the prior written consent of the Lessor. 6. INDEMNIFICATION AND INSURANCE. 6.1 Lessor shall not be liable for and is free from the cost of any damages for personal injury or property damage resulting from the use made by Lessee of the demised premises, any defective condition or faulty construction of the demised premises existing at the time of letting or arising thereafter and Lessee covenants and agrees to indemnity and save harmless said Lessor and its officers, agents and employees from and against any and all liability, loss, cost, or other obligation, including reasonable attorney’s fee, on account of or arising out of any such injuries or losses however occurring. 6.2. Lessee covenants and agrees during the life of this Lease at the Lessee’s sole expense to comply with the requirements of Exhibit C, Insurance Requirements for Lessees (No Auto Risks), attached hereto and incorporated herein by reference. 6.3. Lessee shall procure workmen’s compensation insurance as provided in Exhibit C; provided, however, that Lessee need not procure such insurance if all of the following conditions are met: a. It maintains its status as a non-profit tax exempt organization; Page 170 of 292 7 b. Its Board of Directors takes no action to designate any person providing services or work to the organization as its employee: and c. All persons performing services for the organization do so strictly as volunteers without receiving any compensation whatsoever. 6.4. In the event of damage to any improvements on the Leased Premises, Lessee shall expediently rebuild, repair or otherwise reinstate the damaged improvements in a good and substantial manner according to applicable Uniform code standards. The reconstruction required herein shall commence after the receipt of insurance funds paid for the purpose of reconstruction, and shall be pursued diligently to completion. 7. TERMINATION. 7.1 Termination by Lessor. Failure to comply with any provision of this lease, except paragraphs 3, 4.2, 4.6, and 5, within a period of thirty (30) days following receipt of a written notice of noncompliance from Lessor, shall constitute a material breach of the lease and furnish grounds for termination of this lease. A violation of paragraphs 3, 4.2, 4.6 and 5 shall constitute grounds for termination of this lease in accordance with California Code of Civil Procedure Sections 1161 and 1162. Lessor may terminate this lease upon ten (10) days prior written notice delivered to Lessee based on Lessee's failure to comply with the indemnification and insurance requirements of section 6. Any action taken or suffered by Lessee as a debtor under any insolvency or bankruptcy laws, including the filing of a voluntary or involuntary petition in the United States bankruptcy court, and any assignment for the benefit of creditors or the appointment of a receiver shall constitute a breach of this Lease. In such event, Page 171 of 292 8 Lessor shall have the right to terminate this Lease and retake possession of the Leased Premises and the Improvements. 7.2 Termination by Lessee. Upon not less than 30 days advance written notice, Lessee may terminate this lease, if Lessor deprives Lessee of the possession and use of the Leased Premises, including the license to the use of cart paths by privately owned golf carts or other than in the lawful enforcement of Lessor’s rights under this lease and within said 30 days Lessor fails to restore such possession or use to Lessee. 8. ATTORNEY’S FEES. In the event of any legal action arising out of this Lease, the prevailing party shall recover its attorney’s fees and costs resulting from such action. 9. TIME OF ESSENCE. Time is of the essence in this agreement. 10. WAIVER. City’s waiver of any default in Lessee’s performance of any condition of this Lease, including the obligation to pay rent, shall not constitute a waiver of remedies available for a subsequent breach of the same or a different condition of this Lease. Acceptance of subsequent rental payments from Lessee or its assignees shall not constitute a waiver of the failure of Lessee to pay rent or obtain prior approval to an assignment of this Lease. 11. NOTICES. Any written notice required hereby shall be deemed sufficient when placed in the Unites States mail, postage prepaid and addressed as follows: TO LESSEE: TO CITY: Ukiah Men’s Golf Club City Manager Attn: UMGC President Ukiah Civic Center 599 Park Blvd. 300 Seminary Avenue Page 172 of 292 9 Ukiah, CA 95482 Ukiah, CA 95482 12. RECORDING AND BINDING EFFECT. This Lease may be recorded and shall be binding upon and inure to the benefit of any successor to or purchaser of either party’s interest. This paragraph does not alter the provisions of paragraph 5, prohibiting assignment or subletting without the prior written consent of the Lessor. 13. PARAGRAPH HEADINGS. Paragraph headings are included for the convenience of the parties and are not intended to define or limit the scope of this Lease. 14. PREVIOUS AGREEMENTS. Any and all existing statement or agreements, whether oral or written, or renewals thereof, between the parties hereto, covering the same subject matter, are hereby canceled and superseded by the terms of this Lease, and such prior agreements, statements or understandings shall have no further force or effect. 15. DUPLICATE ORIGINALS. This Lease may be executed in one or more duplicate originals bearing the original signature of both parties and when so executed any such duplicate original shall be admissible as proof of the existence and terms of this Lease. Entered into on the date first written above. CITY OF UKIAH By: ________________________ ATTEST: _____________________ Ukiah Men’s Golf Club City Clerk By: _________________________ Page 173 of 292 300 Seminary Avenue • Ukiah • CA • 95482-5400 Phone: (707)463-6200 · Fax: (707)463-6204 ·www.cityofukiah.com Ukiah Men’s Golf Club 599 Park Blvd. Ukiah, CA 95482 June 30, 2021 Re: Approval of separate Capital Improvement Plan bank account fund and understanding between the City of Ukiah and the Ukiah Men’s Golf Club Dear Ukiah Men’s Golf Club, The City of Ukiah (City) grants permission for the Ukiah Men’s Golf Club (UMGC) to establish a separate bank account, dedicated exclusively to funds used for Capital Improvement Projects (CIP), at the Savings Bank of Mendocino County, with an effective date of May 1, 2020. Under such approval as provided for in Section 3 of the Amended Agreement, the City Manager grants approval for UMCG to use this alternative bank account which is dedicated to the acceptance of UMGC required CIP contributions and payment of approved UMGC CIP golf course improvement expenditures only. UMGC will provide reporting for the fund as described in Section 3 of the Amended Agreement. Sincerely, Sage Sangiacomo City Manager, City of Ukiah Agreed to and Accepted Ukiah Men’s Golf Club By: _________________________ Date: ___________ Roger Vincent, President CC Tayman Park Golf Group Page 174 of 292 1 ADDENDUM NO. 8 TO UKIAH MUNICIPAL GOLF COURSE LEASE AGREEMENT This Agreement (“Addendum No. 8”) entered in Ukiah, California on July __ 2021 (“Effective Date”), amends Exhibit H to the Municipal Golf Course Lease Agreement (“Lease”), dated July 1, 2012, between the City of Ukiah (“Lessor” or “City”), a general law municipal corporation, and Tayman Park Golf Course Group, Inc. (“Lessee” or “TPGG”), a corporation in good standing under the laws of the State of California. Except as amended herein the Lease, as amended by Addendum No. 3, dated March 13, 2018, Addendum No. 4, dated October 17, 2018, Addendum No. 5, dated October 2, 2019, Addendum No. 6, dated April 1, 2020 and Addendum No. 7, dated September 3, 2020, remain in full force and effect. AGREEMENT: 1. Exhibit H to the Lease is amended to read as follows: EXHIBIT H Capital Improvement Project Funds Subject to Addendum Nos. 3 and 7 to this Lease, funds contributed by Lessee under Paragraph 4.2 of the Lease shall be deposited into a fund called the TPGG Fund and funds contributed by the Ukiah Men's Golf Club pursuant to Paragraph 3 of the lease between the City and the Ukiah Men's Golf Club (“UMGC”), dated July 1, 2012 ("Cart Barn Lease”), as amended on July __, 2021, will be deposited into a separate fund called the UMGC Fund. The TPGG Fund will be managed and controlled by Lessee, subject to approval of proposed expenditures from this fund by an Advisory Team comprised of three representatives, one from the UMGC, one from the Golf Professional, and one from the City of Ukiah. Each of the organizations represented shall select its representative and notify the other organizations of the name 0 Page 175 of 292 2 of and contact information for its representative. The representatives shall serve at the will and pleasure of the organization they represent. The Lessee shall maintain the TPGG Fund at a bank or savings and loan approved by the Lessor. Lessee shall maintain adequate financial records for the TPGG Fund to permit an audit by any of the represented organizations of all income and expenditures. At least semi-annually as of December 31 and June 30 Lessee shall provide the Lessor with a report detailing the TPGG Fund balance and all TPGG CIP contributions, and approved TPGG CIP plan expenditures recorded in the TPGG Fund. The records shall be available for inspection and copying by any of the represented organizations at all reasonable times. The TPGG Fund shall be used exclusively to pay for Capital Improvement Projects and for youth scholarship programs. Prior to the expenditure of funds from the account, the Advisory Team’s approved expenditures shall be submitted for review and approval by the Ukiah City Council and the public at a public City Council Meeting. The Advisory Team shall meet, review, and approve or disapprove of all or part of the Capital Improvement Plan and propose other additions or changes within 30 days after its submission by Lessee. Approval or denial shall be on a line-item basis. The Fund shall be used exclusively to pay for Capital Improvement Projects as set forth in the approved Capital Improvement Plan and for youth scholarship programs. Prior to the expenditure of funds from the account, the Advisory Team's approved expenditures shall be submitted for review by the Ukiah City Council and the public at a City Council Meeting. The City shall enforce Paragraph 3 of the Cart Barn Lease that obligates the Ukiah Men's Golf Club to deposit specified revenues to a UMGC Fund. If the City should terminate the Cart Barn Lease for failure of the UMGC. to comply with Paragraph 3, thereof, Lessee shall have the option to lease the Cart Barn from the City under the same terms and conditions and for the term remaining on the Cart Barn Lease, if it had not been terminated by the City. Any such lease to the Lessee Page 176 of 292 3 shall be subject to termination, if the UMGC successfully challenges the termination of the Cart Barn Lease through administrative or judicial proceedings. 2. Exhibit H as set forth in Section 1, above, shall be substituted for Exhibit H as currently attached to the original executed Lease. WHEREFORE, the Parties have entered this Addendum No. 8 on the Effective Date. City of Ukiah: By: ______________________________ Sage Sangiacomo, City Manager Attest: _________________________ Kristine Lawler, City Clerk TAYMAN PARK GOLF GROUP, INC., Lessee By: ______________________ Page 177 of 292 Ukiah Valley Golf Course Capital Improvement Plan 2021/2022 Tayman Park Golf Group and Ukiah Men’s Golf Club Submitted by the CIP Advisory Team: Frank Johnson, PGA Director of Golf Roger Vincent, President, UMGC City Staff June 30, 2021 Ukiah Valley Golf Course 599 Park Blvd Ukiah, California 95482 T 707.467.2832 F 707.433.7846 www.ukiahgolf.com Page 178 of 292 2021/2022 Capital Improvement Projects Golf Course Capital Improvements Plan (CIP) The golf course is for the use and enjoyment of the public and all its patrons. In order that the public can be given the best possible golfing experience, the golf course must be open to constructive feedback. All CIP planning and decisions must be analyzed for their short and long term effect. Tayman Park Golf Group and the Ukiah Men’s Golf Club maintain separate bank accounts as required under their respective amended leases to fund projects for the Ukiah Valley Golf Course under the Council approved Capital Improvement Plan (CIP). The Ukiah Valley Golf Course’s Capital Improvement Planning process is managed and controlled by an Advisory Team comprised of three representatives, one each from the Ukiah Men’s Golf Club, the Golf Professional, and the City of Ukiah. The Advisory Team prepared Capital Improvement Plan is submitted annually for review and approval by the Ukiah City Council at a public City Council Meeting. The Capital Improvement Plan is not an operational plan of the golf course, but is limited to capital improvement planning only. Part A. - Capital Improvement Completed in FY2021: (Some items in this section may have been identified prior to FY2020/21) UKIAH MENS GOLF CLUB PROJECTS: The substantial number of Projects completed solely by the Ukiah Men’s Golf Club in FY2021 were funded both through net cart barn rents, as well as a significant number of projects that were funded by the very generous cash, time and materials contributions of various UMGC members in excess of what was required by their CIP commitment. These projects that were highlighted and described in the separate presentation to the Council just prior to this item are listed here for reference as follows: Improvements to Hole 2; tee box retaining wall; COMPLETED/ Ukiah Men’s Golf Club Hole 5 improvements; stairs and railing; COMPLETED/ Ukiah Men’s Golf Club Patio Shade Cover; COMPLETED/ Ukiah Men’s Golf Club Fairway #7; Install steel posts and chain along westerly cart path to direct carts from the fairway back onto the cart path near the 100-yard marker; COMPLETED/ Ukiah Men’s Golf Club Tee #2; Construct a new forward tee; COMPLETED/ Ukiah Men’s Golf Club Tree trimming and removal of limbs and strategic planting of new trees; COMPLETED/ Ukiah Men’s Golf Club Note: this substantial project is completed, but will be resumed as needed as conditions Page 179 of 292 2021/2022 Capital Improvement Projects warrant. Remove dangerous limbs and branches near tees, fairways and greens and area’s that restrict movement of water and low hanging limbs. This is a safety issue that if not addressed will cause harm to players and maintenance staff. Continue to identify areas that new trees can be placed. Course Signage, Yardage and Directional Controls; COMPLETED/ Ukiah Men’s Golf Club Replace course signage and directional signage. Continue replacing all signs and items used for course direction. These items have not been replaced for years and are an important part of our operation. Strategic Planting of New Trees; COMPLETED/ Ukiah Men’s Golf Club MARCH 2021 Add new trees between holes #4 and #6 to better delineate fairways and to protect golfers on adjacent fairways. Add trees between holes #7 and #8 for same reason as above. Replace miscellaneous trees on the back nine where trees have died. JOINT PROJECTS; UKIAH MENS GOLF CLUB/ TAYMAN PARK GOLF GROUP: None noted in FY 2021 TAYMAN PARK GOLF GROUP PROJECTS: It should be noted, that Tayman Park Golf Group completed the following projects, which were not required by their CIP commitment, using their own funds in excess of what was required. Equipment Purchased; COMPLETED/Tayman Park Golf Group 1. Torro Greensmaster Greens Mower 2. Torro RM3100 Fairway Unit 3. Torro Workman Diesel Utility Towing Vehicle 4. Torro ProForce Blower Sand Fairways; COMPLETED AND ONGOING/Tayman Park Golf Group Improved fairways are important to retain players. Sand application over time, improves conditions and playability. Other benefits include a reduction in earthworm castings, improved rooting, earlier spring green- up and reduction in water use. The primary reason fairway topdressing programs are implemented is to firm the surfaces, improved playability and minimize course closure following heavy and prolonged rains. Fairway Seeding; COMPLETED AND ONGOING/Tayman Park Golf Group Improvements will include a new drought tolerant grass, sand usage and wetting agents. The new grass will consist of 4 different grass types for deeper root growth and better playing surface. This blend has been proven to perform well in high heat and less water areas. The continued fairway resurfacing will show all players that the Ukiah Valley Golf Course is a viable recreation area worthy of their spending dollars. It’s not enough in this difficult environment to just have a course, you must show the willingness to spend money and improve your product. Our fairways continue to improve in appearance and playability. Page 180 of 292 2021/2022 Capital Improvement Projects Part B. - Projects Identified in Prior Years rolling over to FY 2022: UKIAH MENS GOLF CLUB PROJECTS: Tree Maintenance (FY20/21); Ukiah Men’s Golf Club ONGOING On-going tree trimming with emphasis on safety for all players. Finishing the list of approved trees fr om 2020 and new trees will be added to the list after review. All work done under the guidance of the City of Ukiah’s Tree Management Guidelines. JOINT PROJECTS; UKIAH MENS GOLF CLUB/ TAYMAN PARK GOLF GROUP: Secure Retaining Wall #8 Green (FY20/21); Tayman Park Golf Group & Ukiah Men’s Golf Club The retaining wall is failing on #8 green. Secure retaining wall until a long term fix can be identified. TAYMAN PARK GOLF GROUP PROJECTS: Cart Path Replacement Holes #10- #11 (FY20/21); Tayman Park Golf Group Replace entire cart path from south bridge to north bridge. Remove existing path and repair with base rock and asphalt. Course Signage, To improve pace of play maintenance and replacement as needed of, clock stations, new yardage signs and yardage posted on sprinkler heads help players maintain good pace around the course. Also in need of upkeep are the trash receptacle signs. (FY20/21); Tayman Park Golf Group Part C. – Newly identified Projects added to Plan in FY 2022: UKIAH MENS GOLF CLUB PROJECTS: Directional Control Posts (FY21/22); Ukiah Men’s Golf Club ONGOING Install steel posts on holes #7 and #15. Will keep carts from driving in dangerous areas. Protect turf as well. Cart Barn Storage Electric Upgrade (FY21/22); Ukiah Men’s Golf Club Power upgrade and addition of twenty (20) charging stations in cart barn to allow for the transition to all electric carts, and the ultimate phase out of gas powered carts. Practice Area Adjacent to Hole #1 Construction of a practice sand trap. (FY21/22); Ukiah Men’s Golf Club HOLE #9 Remove the paved cart path adjacent to the green and replace it with turf blocks. (FY21/22); Ukiah Men’s Golf Club Page 181 of 292 2021/2022 Capital Improvement Projects JOINT PROJECTS; UKIAH MENS GOLF CLUB/ TAYMAN PARK GOLF GROUP: Bridges on Back Nine (FY21/22); Tayman Park Golf Group & Ukiah Men’s Golf Club ONGOING Inspect decking and replace wood as needed. Repair Failed Storm Drain; The storm drain pipe on the front nine, which extends from above Green #3 down to the east side of Fairway #8, is failing in several places. Explore ideas with the city for either temporary or spot fixes until the City has funds to replace the entire storm drain. (FY21/22); Tayman Park Golf Group & Ukiah Men’s Golf Club. Continued Tee Improvements; (FY21/22) Tayman Park Golf Group & Ukiah Men’s Golf Club ONGOING • Additional tee space is needed with emphasis on creating level playing surface and expansion. Here is a list of tees that are planned for improvements and description of work. • Tee #17. Expansion of middle tee and add new turf on all new portions, remove sand trap on the south side and replace with sod. • Tee #5. Reconstruct lower tee box including grading work. Replace failing fence and construct new low retaining wall to level ground. • Raise the middle tee box on hole #11. • Retaining Wall Repair. • Hole #12: Consider adding a dirt berm on the north side of the green and down the fairway to stop balls hitting on the right side of the fairway from running over the cliff. TAYMAN PARK GOLF GROUP PROJECTS: Sand Trap Reshaping and Possible Reduction of Sand Trap Size; (FY21/22) Tayman Park Golf Group ONGOING • Sand bunker hole #2. Reduce size of the existing sand bunker. • Reshaping both sand bunkers hole #3. Eliminate lip to ease balls trapped under top of bunker. • Sand bunker hole #4. Reduce size of the existing sand bunkers. Reroute irrigation line. (THE REROUTE OF THE IRRIGATION LINE HAS BEEN COMPLETED). • Reshape the edge of the sand trap on hole #6. Transition from Rye Grass Fairways to 3 Blend Fescue Grass; (FY21/22) Tayman Park Golf Group With the continued importance of water conservation, it’s important to find the right grasses to help reduce water usage. Fescue’s when blended with other grasses have been known to stay healthy with less watering. Page 182 of 292 2021/2022 Capital Improvement Projects 2021/2022 Capital Improvement Summary Items listed are planned projects. Funds may be limited and we will replace/repair the most important items first. Our goal will be to utilize our funds on projects to meet the highest priorities that will provide the best golf experience possible to the golfers. The Advisory Team will continue to look not only at immediate goals but will consider our long term goals as well. The Advisory Team will continue to enable a good working relationships between TPGG, the Men’s and Women’s Golf Clubs and the City. Thank you for allowing the Advisory Team the opportunity to improve the Ukiah Valley Golf Course through this CIP plan. City Staff would be pleased to arrange for City Council Members to tour the Golf Course and its Facilities. Page 183 of 292 City Council Meeting of July 21, 2021 Ukiah Valley Golf Course Capital Improvement Plan Page 184 of 292 PLANNING COMMISSION May 31, 2017 | 2 The Ukiah Valley Golf Course is operated under a Lease Agreement between the City of Ukiah (City) and Tayman Park Golf Group, Inc. (TPGG). The Ukiah Mens Golf Club (UMGC) operates a cart barn under a Lease Agreement with the City. Both groups are committed to making annual capital improvements to the course under an annually approved capital improvement plan (CIP) in cooperation with the City. CIP funding is provided by TPGG and the UMGC through these lease agreements and presented to Council for review and approval. Page 185 of 292 3 Tonight's topics Ukiah Men’s Golf Club projects Ukiah Men’s Golf Club Lease 2021/2022 Capital Improvement Plan Addendum #8 to the Tayman Park Golf Group Lease Page 186 of 292 Ukiah Men’s Golf Club projects •Improvements to Hole 2- tee box retaining wall Page 187 of 292 Hole 5 improvements- stairs and railing Page 188 of 292 Patio Shade Cover Page 189 of 292 FAIRWAY #7: Install steel posts and chain along westerly cart path to direct carts from the fairway back onto the cart path near the 100-yard marker. Page 190 of 292 TREE PLANTING: Add new trees between Holes #4 and #6 to better delineate fairways and to protect golfers on adjacent fairways. Add trees between Holes #7 and #8 for same reasons. Replace miscellaneous trees on the Back Nine where trees had died. Page 191 of 292 TEE #2: Construct a new forward tee. Page 192 of 292 Ukiah Men’s Golf Club Lease The UMGC requested a review and amendment of their lease agreement for the use of the cart storage facilities entered into in June of 2012. Very few modifications were needed and the majority of them were to memorialize actions the UMGC have already been practicing. The most notable changes are: •adjustment to the term (it will now be concurrent with any term extensions to the TPGG lease) •a more detailed description of the mechanics of the CIP program, •the establishment of a separate CIP bank account Page 193 of 292 11 As a result of altering the Ukiah Mens Golf Club Agreement the Tayman Park Golf Group Agreement will need to be amended to account for both parties holding separate CIP bank accounts. Tayman Park is amendable to this revision. No other changes are being made to the TPGG Agreement. Addendum #8 to the Tayman Park Golf Group Lease Page 194 of 292 12 A Community Resource TPGG provides food and beverage service to our community. The ‘Slush by the Park’ menu has proved to be an attraction to golfers and non-golfers alike. The renovated clubhouse is available for rental and hosts many gatherings. The first tee recently hosted a Moonlight Movie Madness event! Page 195 of 292 13 2021/2022 Capital Improvement Plan The 2021/2022 CIP is presented in a new format that outlines projects in three sections; A. 2020/2021 Capital Improvement Projects Completed B. Projects Identified in Prior Years Rolling Over to 2021/2022 C. New Projects Added, Identified for2021/2022 Page 196 of 292 Tree Maintenance (FY20/21); Ukiah Men’s Golf Club ONGOING    Secure Retaining Wall #8 Green (FY20/21); Tayman Park Golf Group & Ukiah Men’s  Golf Club   Cart Path Replacement Holes #10- #11 (FY20/21); Tayman Park Golf Group Course Signage (FY20/21); Tayman Park Golf Group    Directional Control Posts (FY21/22); Ukiah Men’s Golf Club ONGOING   Cart Barn Storage Electric Upgrade (FY21/22); Ukiah Men’s Golf Club   Practice Area Adjacent to Hole #1 (FY21/22); Ukiah Men’s Golf Club   HOLE #9 (FY21/22); Ukiah Men’s Golf Club   2021/2022 CIP Projects: Page 197 of 292   Bridges on Back Nine (FY21/22); Tayman Park Golf Group & Ukiah Men’s Golf Club  ONGOING   Repair Failed Storm Drain; The storm drain pipe on the front nine, which extends  from above Green #3 down to the east side of Fairway #8, is failing in several places.   Explore ideas with the city for either temporary or spot fixes until the City has funds to  replace the entire storm drain. (FY21/22); Tayman Park Golf Group & Ukiah Men’s Golf  Club.   Continued Tee Improvements; (FY21/22) Tayman Park Golf Group & Ukiah Men’s  Golf Club ONGOING Sand Trap Reshaping and Possible Reduction of Sand Trap Size; (FY21/22)  Tayman Park Golf Group ONGOING   Transition from Rye Grass Fairways to 3 Blend Fescue Grass; (FY21/22) Tayman  Park Golf Group   2021/2022 CIP Projects: Page 198 of 292 16 In addition to providing a safe recreational outlet the Ukiah Valley Golf Course provides a level of protection and firefighting space to protects the city of Ukiah from fire threats from the western hills. The golf course’s large irrigated, green, and trimmed open space create a fire protection zone, or buffer between the western hills and the adjacent western Ukiah residential neighborhoods. The recently completed Ukiah Mens Golf Club tree trimming and fuel reduction CIP project has enhanced that fire protection zone effectiveness. In this time of heightened fire safety awareness and preparation, the Ukiah Valley Golf Couse stands out as a significant and perhaps unrecognized fire protection tool benefiting the residents of Ukiah. Page 199 of 292 17 Summary Requesting approval of the CIP plan, and authorization for the City Manager to execute amended agreements with the Ukiah Mens Golf Club and Tayman Park Golf Group. Questions? Ukiah Mens Golf Club: Roger Vincent, President Tayman Park Golf Group: Frank Johnson, Owner/Golf Pro Julie Siderakis, Site Manager Page 200 of 292 Page 1 of 2 Agenda Item No: 12.b. MEETING DATE/TIME: 7/21/2021 ITEM NO: 2020-526 AGENDA SUMMARY REPORT SUBJECT: Annual Report Regarding the Visit Ukiah Program and Authorization for City Manager to Negotiate and Execute Performance Agreement between the Greater Ukiah Chamber of Commerce and the City of Ukiah for Continued Administration of the Program for Fiscal Year 2021-22. DEPARTMENT: Economic Development PREPARED BY: Shannon Riley, Deputy City Manager PRESENTER: Shannon Riley, Deputy City Manager. ATTACHMENTS: 1. Agreement_Greater Ukiah Chamber of Commerce 2020-07-01 2. 12b Correspondence Received - Katrina Kesson Summary: The City Council will receive a presentation regarding the Visit Ukiah program and consider authorizing the City Manager to negotiate and execute a performance agreement between the Greater Ukiah Chamber of Commerce and the City of Ukiah for the continued administration of the program. Background: In 2007, Ukiah residents voted to increase the transient occupancy tax (TOT) from 8% to 10% in part to create a mechanism for funding the promotion of tourism to the Ukiah area. Tourism has become an increasingly important economic driver for the community, and TOT revenue has more than doubled since the program began. Originally, the program was administered by the Chamber of Commerce. In 2011, it was transferred to the City of Ukiah, and beginning with the 2019-20 fiscal year, it has been transferred to the Greater Ukiah Business and Tourism Alliance, which represents the merger of the Greater Ukiah Chamber of Commerce, the Ukiah Main Street Program, and Visit Ukiah. The performance agreement for 2020-21 is provided as Attachment 1. Discussion: Oversight for the program is provided by Deputy City Manager Shannon Riley, who serves as staff liaison to the Board of Directors, and Facilities Administrator Kerry Randall, who serves as the Board President. Katrina Kessen, the Executive Director for the Greater Ukiah Business and Tourism Alliance, will present the annual report for the Visit Ukiah program. In spite of challenges presented by COVID-19 and staffing changes mid-year, this organization has served an important role within the business community and has formed strong alliances with the Economic Development and Financing Corporation, the West Business Development Center, Visit Mendocino, and the other Chambers of Commerce in the County. At this time, Staff recommends that the Council authorize the City Manager to negotiate and execute a performance agreement for the continued administration of the Visit Ukiah program by the Chamber of Commerce, which serves as the fiscal agent for the Greater Ukiah Business and Tourism Alliance. Recommended Action: Receive a presentation regarding the Visit Ukiah program and consider authorizing the City Manager to negotiate and execute a performance agreement between the Greater Ukiah Chamber of Commerce and the City of Ukiah for the continued administration of the program. Page 201 of 292 Page 2 of 2 BUDGET AMENDMENT REQUIRED: n/a CURRENT BUDGET AMOUNT: $87,000 PROPOSED BUDGET AMOUNT: n/a FINANCING SOURCE: Transient Occupancy Tax Revenue; 10112700 PREVIOUS CONTRACT/PURCHASE ORDER NO.: 2021-110 COORDINATED WITH: Greater Ukiah Business and Tourism Alliance Page 202 of 292 TOT MEASURE X PERFORMANCE AGREEMENT BETWEEN THE CITY OF UKIAH AND THE GREATER UKIAH CHAMBER OF COMMERCE This Agreement is made this _______ day of July, 2020, by and between the City of Ukiah, herein called City," and the Greater Ukiah Chamber of Commerce, a California not for profit corporation formed pursuant to the laws of the State of California, herein called "Chamber." RECITALS 1.The City is desirous of creating a quality promotional program for the Greater Ukiah area, the City of Ukiah, and Ukiah's tourism industry. 2.In November 2006, the voters of the City of Ukiah passed Measure X, which raised the transient occupancy tax (TOT) in the City from 8% to 10%. City Council Resolution No. 2006-68 ("Resolution"), as amended August 28, 2006, specified that for the first two years after the increase goes into effect, 75% of the additional revenue produced by the tax increase would be spent on promotion of the City of Ukiah and its tourist industry, and 50% thereafter. 3.The Resolution provides that the revenues expended for promotion of the City of Ukiah and its tourist industry shall be administered by the Greater Ukiah Chamber of Commerce, subject to an annual performance agreement with the City of Ukiah. 4.The Chamber agrees to perform this function on behalf of the City. The parties have entered this performance agreement to comply with the Resolution. NOW, THEREFORE, in consideration of the above-recited facts and agreement contained herein, it is agreed as follows: A. TERM This Agreement shall be effective from July 1, 2020 and shall terminate on June 30, 2021. B. SCOPE OF SERVICES The Chamber shall carry on promotional activities as Visit Ukiah with and on behalf of the City. These activities shall be carried out in cooperation and coordination with the City. These services shall include, but are not limited to, the work plan attached as Exhibit A. C. REPRESENTATION Visit Ukiah shall be represented by an Advisory Board comprised of individuals representing the various segments of the hospitality industry including, but not limited to, lodging, arts and culture, wine, and restaurants. Three Advisory Board members shall serve on the Executive Board of the Chamber (dba Greater Ukiah Business and Tourism Alliance); additionally, one City of Ukiah Staff Liaison and one City Council Liaison may be appointed to the Executive Board. D. RECORDS. REPORTS AND ACCOUNTABILITY The Chamber shall, by June 30, 2021 furnish the City with a written annual report, covering the activities and services performed during the term of this Agreement. The report shall include the type and scope of promotional activities implemented under this agreement and measures COU No. 2021-110 1st Attachment 1 Page 203 of 292 documenting the success of the promotional activities. Such report shall identify and quantify all work program tasks and objectives completed during the term of this agreement and detail and quantify the impact of completed program objectives on promotion and tourism for the City of Ukiah. The report shall also itemize and quantify any uncompleted program work tasks or goals, provide justification for failure to complete any tasks or goals, and forward recommendations for how those tasks or goals might be successfully completed in the future. Chamber shall maintain a bookkeeping system and books of account in accordance with generally accepted accounting principles consistently applied, which are capable of audit and which account for the funds provided to the Chamber pursuant to this Agreement, identifying how the funds were used to provide the services described in the work plan. The City shall have access to said books of account during regular business hours for purposes of inspection and audit. Chamber shall fully cooperate with the City and its agents and accountants during any such inspection and audit, including, but not limited to, making its employees, accountants, bookkeepers, or officials available to provide any requested information or documents. Chamber shall furnish a· detailed report by June 30, 2021, covering the annual activities of the promotional program undertaken on behalf of the City. Furthermore, the Chamber shall provide verbal reports to the Ukiah City Council at regularly scheduled Council meetings by January 31, 2021 and again by June 30, 2021, detailing the activities undertaken pursuant to this agreement. The presentation shall include a summary of the items identified in the written report. Any and all future Agreements between the Chamber and the City be predicated on the Chamber's on-going ability to accomplish the prescribed services contained in the "Scope of Services" and completion/submission of the identified reports. E. FINANCIAL COMPENSATION BY CITY In consideration of Chamber's performance of the above services, and under the terms of this Agreement, the City shall disburse to Chamber quarterly payments based on the same period from the prior year; the final payment shall include a reconciliation based on actual receipts, due to the Chamber no later than August 15, 2021. This sum of money shall constitute the entirety of the City's financial contribution to Chamber for the term and scope of services detailed in this Agreement. Of the disbursements provided by City to Chamber, Chamber shall appropriate and expend no less than 65 percent toward direct marketing and promotional activities. Chamber shall account for these activities explicitly in its books of account, referenced in section D, and report them as such in budget-to-actual income statements. Chamber shall submit a written request for the release of funds from the City and within 15 business days thereafter the City shall pay the request funds to the Chamber. F. INSURANCE AND INDEMNIFICATION During the term of this Agreement, the Chamber agrees to indemnify and hold harmless the City, its officers, agents, and employees, from and against any and all claims, losses, defense costs, or liability of any kind or nature which the City, and its officers, agents, and employees, may sustain or incur or which may be imposed upon them for injury to or death of persons, or damage Page 204 of 292 to property as a result of, arising out of, or in any manner connected with ttie Chamber's performance under the terms of this Agreement, excepting only liability arising out of the sole and active negligence of the City. Without limiting the Chamber's indemnification, it is agreed that the Chamber shall maintain in force at all times during the performance of this Agreement, the following policy or policies of insurance approved by the City and issued by admitted California insurers approved by the City covering its operations, which name the City as an additional insured: 1. Comprehensive General or Commercial Liability, including contractual liability, products, and completed operations and business automotive liability, all of which shall include coverage for both bodily injury and property damage with a combined single limit of One Million Dollars ($1,000,000). 2. Worker's Compensation coverage at statutory limits. 3. The certificates of insurance and endorsements shall be completed to the satisfaction of the City. Should the Chamber fail to comply with this paragraph, the City shall have the right to immediately terminate this Agreement without further notice to Chamber. G. RELATIONSHIP BETWEEN CHAMBER AND CITY Nothing in this Agreement shall be construed as making the Chamber or any of its employees or representatives, the agent or employee of the City for any purpose, or any employee of the City an employee of the Chamber or creating between the City and the Chamber the relationship of legal partners or joint ventures. It is understood that the contractual relationship of the Chamber to the City is that of an independent contractor. H. TERMINATION FOR NON-PERFORMANCE If any party to this Agreement breaches any provision thereof, then the other party may give the defaulting party a notice to remedy such violation within thirty (30) days. The other party may terminate the Agreement: (a) if such violation is not remedied within said 30 days; (b) if the breach cannot be remedied within such time period; or (c) the defaulting party has not commenced efforts to cure the breach or fails to diligently complete steps necessary to cure the breach. Should this contract be terminated for breach on the part of the Chamber, compensation as provided in paragraph E shall be refunded to the City on a prorata basis. A waiver by either party of performance of any provision of this Agreement shall not amount to a future waiver of the strict performance of such provisions or of any other provision of this Agreement. I. NON-PERFORMANCE DUE TO CONDITION BEYOND CONTROL OF PARTIES If either party is unable to perform its obligations under this Agreement due to conditions beyond its reasonable control, such as, but not limited to, changes in local, state, or federal laws or regulations, judicial interpretations of existing law, vote by the citizens of Ukiah, or administrative action, and not due to the fault or neglect of any party, such failure to perform shall not be deemed a violation of this Agreement, provided the party whose performance is so prevented performs Page 205 of 292 its obligation as soon as practicable after the occurrence of the event preventing performance under this Agreement no longer prevents such performance. Such party shall use reasonable diligence to put itself again in a position to carry out its obligations hereunder, and in the event such party does not or cannot within a reasonable time put itself again in a position to do so, the other party may, at its option, terminate this Agreement. J. MISCELLANEOUS PROVISIONS 1. WAIVER OR MODIFICATION INEFFECTIVE UNLESS IN WRITING No waiver or modification of the Agreement or of any covenant, condition, or limitations herein contained shall be valid unless in writing and duly executed by the party to be charged therewith. Furthermore, no evidence of any waiver or modification shall be offered or received in evidence in a proceeding, arbitration, or litigation between the parties arising out of or affecting this Agreement, or the rights or obligations of any party hereunder, unless such waiver or modification is in writing and duly executed. The provisions of this paragraph may not be waived, except as herein set forth. 2. SEVERABILITY Every provision of this Agreement is intended to be severable. If any term or provision hereof is illegal or invalid for any reason whatsoever, such illegality or invalidity shall not affect the validity of the remainder of the Agreement. 3. NOTICE Whenever notice is permitted or required by this Agreement, it shall be deemed given when personally delivered to or when deposited in the US Mail with proper first class postage affixed thereto and addressed to: CityofUkiah GreatUkiahChamberofCommerce City Manager ExecutiveDirector 300SeminaryAvenue 200SouthSchoolStreet Ukiah, CA95482 Ukiah, CA95482 4. DUPLICATE ORIGINALS This Agreement may be executed in duplicate originals, each bearing the original signature of the parties. Alternatively, this Agreement may be executed and delivered by facsimile or other electronic transmission, and in more than one counterpart, each of which shall be deemed an original, and all of which together shall constitute one and the same instrument. When executed using either alternative, the executed agreement shall be deemed an original admissible as evidence in any administrative or judicial proceeding to prove the terms and content of this Agreement. 5. AUTHORITY The parties hereto acknowledge that they have the authority to execute this Agreement on behalf of the entity that they represent as herein set forth below. 6. ARBITRATION Page 206 of 292 a) All claims or controversies, disputes and other matters in question arising out of or relating to this Agreement or the breach hereof, shall be decided by binding arbitration. Any such dispute shall be submitted to arbitration upon the written request of either party served on the other party. Arbitration shall comply with and be governed by the provisions of the California Arbitration Act. The award rendered by the arbitrator shall be final, and judgment may be entered upon it inaccordance with the laws of the State of California in any court having jurisdiction thereof. Arbitration shall be conducted in Ukiah, California. b) The arbitrator shall be a person mutually agreed upon by Chamber and City within 30 days’ written notice of either party's request for arbitration. If the parties cannot agree upon an arbitrator, they may apply to the superior court for the appointment of an arbitrator. c) Each party shall pay one-half of the charges, expenses and fees of the arbitrator and the arbitration, unless the arbitrator orders a different allocation of these costs. 7. ATTORNEY'S FEES AND COSTS By the parties’ signatures below, each of them hereby acknowledges that they have read, understood and agree to be bound by the arbitration provisions stated herein above. If any action is commenced to compel arbitration or to confirm and enforce an arbitrator's award, the prevailing party shall be entitled to reasonable attorney's fees and costs, and necessary disbursements in addition to any other relief to which that party may be entitled. 8. ENTIRE AGREEMENT This Agreement supersedes any and all other agreements, either, oral or in writing, between the parties hereto with respect to the terms and conditions contained herein, and contains all of the covenants and agreements between the parties with respect to this Agreement in any manner whatsoever. Each party to this agreement acknowledges that no representations, inducements, promises, or agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any party, which are not embodied herein, and that no other agreements, statement, or promise not contained in this agreement shall be valid or binding. 9. GOVERNING LAW AND JURISDICTION This agreement shall be governed by and construed in accordance with the laws of the State of California as they apply to a contract entered into and performed in that State. Jurisdiction and venue shall be in Mendocino County, California. 10. HEADINGS AND CONTEXT The headings of this Agreement are inserted for convenience only and do not define, limit or extend the scope or intent of this agreement or any provision thereof. When the context permits, a word or phrase used in the singular means the plural and when used in any gender, its meaning also includes all genders. 11. MERGER This Agreement constitutes the entire understanding between the parties as to the terms Page 207 of 292 Page 208 of 292 1 Kristine Lawler Subject:FW: Visit Ukiah Annual Report - For City Council Attachments:Light Gray Ripped Paper My Hometown Photo Collage (2).pdf; Annual update.citycouncil.2021.final.docx Importance:High From: katrina@exploreukiah.com <katrina@exploreukiah.com>   Sent: Wednesday, July 21, 2021 10:23 AM  To: Kristine Lawler <klawler@cityofukiah.com>  Subject: Visit Ukiah Annual Report ‐ For City Council  Importance: High    Good Morning,    Please find the Annual Report for Visit Ukiah.  Would you please distribute to the members of City Council and the City  Management (Sage and Shannon)?  This is what I will be reporting on this evening.    Thank you!    Katrina        Katrina M. Kessen  Executive Director, The Greater Ukiah Business and Tourism Alliance  200 South School Street | Ukiah, CA  95482  707.262.2092    Page 209 of 292   Page 210 of 292     Unprecedented times. Those words have become a drumbeat for the tourism industry worldwide. Our industry and our community have risen to the challenge To take the next steps leading to the economic middle ground between the devastation of 2020 and pre-coronavirus norms, safety remains a priority while businesses reopen and learn to operate in this “new normal,” as people get back to work to recover their livelihoods. As we move towards this new ground, we invite visitors back and strongly emphasize safe behavior. Additionally, we aim for a steady recovery in coming months so we can adapt quickly to new developments, such as reports of new COVID-19 cases, observed customer and visitor behavior, business, and community feedback, and of course, the unexpected. Summary Visit Ukiah is the destination marketing program for Ukiah and is the visitor facing pillar of The Greater Ukiah Business and Tourism Alliance. It staffs and operates the Ukiah Visitor Center, markets in various media outlets, and handles other tourism related projects such as trade shows. Since 2011, Transient Occupancy Tax (TOT) revenue has tripled, earning over $1.5 million for the City’s General Fund and nearly $200,000 per year for the Grace Hudson Museum and the Visit Ukiah program. 2019’s revenue was 26% higher than 2018. The 2020 TOT report is attached for your reference. Lodging and tourism promotion are vital to Mendocino County’s economy because of the positive impacts of visitor spending on community, businesses, and employees. Though TOT revenue is tracked through the lodging establishments within the city limits only, tourism produces an expansive multiplier effect within the community, restaurants, gas stations, retail shops, business services and more benefit from increased tourism. According to the most recent reporting from Mendocino County Tourism Commission: “In 2018, the most recent year for which complete baseline information is available, total direct travel spending in the county increased 9.15% to $482.2 million. Tourism remains a notable employer within the county with the industry supporting 6,900 jobs and generating earnings of more than $214 million.” These pre-pandemic numbers reflect a potential positive projection. Ukiah remains poised to be a choice destination as people seek driving adventures close to home. The strength of Ukiah’s tourism base is its diversity. The weekday traffic is largely composed of business travel which is nearly as heavy as the weekend leisure travel. This is largely because Ukiah is an ideal hub for businesses that have Bay Area, Sacramento area, coastal and north county presences; the Conference center is the epicenter for these gatherings and a critical asset for Ukiah. At the same time, leisure tourism has expanded rapidly, as has Ukiah’s reputation as a wedding destination. As the county seat and holder of vast resources, Ukiah must remain top of mind for both the leisure and work-related traveler. “Bleisure” is a hybrid term for business travel that extends into leisure time. This segment is an excellent demographic for Ukiah. Our current market strategy has included this visitor target. To remain up-to-date and part of vital conversations, the current Executive Director has joined the board for the North Coast Tourism Council and engages regularly with state level representation. There exists a strong partnership with the county tourism agency, Visit Mendocino which will aid in the extension of reach and visibility. The current Executive Director is a member of the Visit Mendocino Festival and Marketing Committee and an applicant for the Board of Directors. Page 211 of 292   Deliverables per 2020-2021 Contract – Project Summary Per the 2020-2021 Visit Ukiah Workplan, the primary focus and goals centered on leveraging growth of Transient Occupancy Tax (TOT) revenue by strengthening strategic partnerships and updating assets. Following are updates regarding the deliverables contained in the 2020-2021 Performance Agreement and Work Plan. Operate a Visitor Center at Ukiah Valley Conference to the extent that is allowed/prudent according to COVID-19 Guidelines. The Visitor Center reopened June 2020 for five days per week with limited hours once tourism was allowed to operate under a revision of the Public Health Order. Currently, it has resumed regular hours of operation with both paid and volunteer staff and keeps all materials updated/stocked. Improvements have been made to the Visitor Center with local, scenic artwork and small cosmetic upgrades to improve guest first impressions. Complete the development of and launch branding refresh and updated website. Per contract with the City of Ukiah, the marketing firm, Augustine, was retained in December 2019. The new website for www.visitukiah.com has been launched. This was in conjunction with Visit California advertising campaign. It is the beginning of the new brand roll out. Working closely with Augustine, edits continue as content is added and additional changes are made. Branded assets, such as signage and brochures are in development with Augustine with a targeted completion date of Fall 2021. Official full brand launch is targeted for Fall 2021. Marketing/Advertising for opening of tourism and optics regarding public perception and receptivity. In collaboration with countywide partners, The Greater Ukiah Business and Tourism Alliance including the Visit Ukiah program, created “Mask Up Mendo” a mask awareness and safety campaign. In conjunction with Mask Up Mendo, Visit Ukiah worked with Visit Mendocino to create the tourism focused program, “Safe Mendocino”. These programs were promoted through partners and stakeholders to create public confidence both for residents and tourists. Gift bags have been available through the Visitor Center that include the educational materials and safety supplies. These have been shared with residents and visitors. (Picture attached) Implemented marketing strategy with a focus on outdoors activities and rural location utilizing the trend for road trips and family friendly travel. Visit Ukiah participated in a video “Welcome Back” in partnership with Visit Mendocino as a marketing message for distribution through Visit California. This video is COVID-19 inspired to remain connected to potential visitors and provide a continuity of brand awareness. Through its position on the North Coast Tourism Council Board of Directors, the Executive Director has participated in the rebranding of the regional organization. This is helpful in brand awareness regionally with pivot points towards travel with Page 212 of 292   Ukiah as a destination. A regional campaign focusing on outdoor activities such as “Wine and Woof Walks” was launched to leverage Visit California’s advertising. The campaign has generated 600 direct leads to Visit Ukiah for requests for information. (https://northofordinaryca.com/) Visit Ukiah has engaged a local creative marketing team to create a series of videos that will showcase the area and highlight points of interest, businesses, and attractions. Another travel trend in our target demographics is towards wellness and health activities. We have begun the project to restore the Ukiah Walks program. This program consists of 4 walkable trails and routes with markers which originate at the Alex Thomas Plaza in downtown Ukiah. It features walks throughout historic neighborhoods, landmark trees with information plaques, and other routes that provide natural beauty. This asset can be enjoyed by the community and our visitors for years to come. Implement a comprehensive marketing plan that includes print and digital advertisements. A diverse marketing strategy was implemented that included the following placements:  VIA Magazine (Fall 2020)  Sunset Magazine  Visit California Travel Guide  Visit Ukiah Social Media Ads  Partnership with Visit Mendocino – video and television placements These placements generate “leads” which are requests for additional information from readers who saw the ads. These leads are forwarded to Visit Ukiah and a response is given by a digital link to our Visitor’s Guide or a packet with a Visit Ukiah brochure, Grace Hudson information, and Historic Walking Maps of downtown. To date, 2020-2021, the program has received over 1.5k leads. Visit Ukiah will partner with Visit Mendocino, stakeholders, and local businesses to create a countywide harvest festival in October. This will generate exposure in favorable markets and bring visibility to Ukiah. For the harvest season and holidays, Visit Ukiah will strategically target drive markets to draw visitors for a much sought after “home town” experience. A marketing plan is in the committee and board approval process which incorporates the official brand roll out, harvest and holiday activities, and segregate marketing for the winter shoulder season and into the next year. Continue to expand social media outreach. Robust social media marketing was implemented on Facebook with an average reach of 42k per quarter with post engagement of approximately 6k per quarter. These metrics show an increase of approximately 40% from last year at this time. Instagram showed an average reach of 3k per quarter. Develop and distribute at least three visitor-oriented newsletters. Visitor facing newsletters have been sent out to the mailing list of over 5k contacts with an average open rate of 32%. Industry average is 22%. Page 213 of 292   TRANSIENT OCCUPANCY REVENUE  10% Collected 8% Tax 2% Tax MEAS X CALC January February March April May June July August September October November December Total 80% 20% 50% 2009 42,091.81     44,496.70     46,181.94     48,623.75     52,980.10     69,142.20     70,858.35     68,177.41     64,850.73     59,609.22     45,928.36     43,749.79     656,690.36       525,352.29       131,338.07   65,669            2010 45,698.25     41,573.18     49,990.34     45,403.07     56,031.30     69,359.40     67,541.56     66,543.41     65,262.21     57,403.79     50,003.56     47,747.56     662,557.63       530,046.10       132,511.53   66,256            2011 43,242.45     47,813.12     55,043.86     55,538.20     58,837.48     75,580.22     76,151.37     80,129.89     77,778.99     66,166.23     57,806.50     50,717.09     744,805.40       595,844.32       148,961.08   74,481            2012 50,806.36     52,785.01     59,947.73     55,470.38     69,685.21     78,909.98     81,798.42     93,760.64     80,868.57     73,424.91     60,385.28     53,708.27     811,550.76       649,240.61       162,310.15   81,155            2013 48,876.37     53,885.43     57,980.43     58,035.87     74,958.27     90,338.33     93,825.07     96,996.48     89,229.61     85,362.62     72,389.95     61,673.41     883,551.84       706,841.47       176,710.37   88,355            2014 57,158.00     60,332.55     63,584.02     70,199.64     78,878.97     95,596.41     103,786.74   127,181.96   97,821.67     87,347.09     75,503.47     70,105.25     987,495.77       789,996.62       197,499.15   98,750            2015 70,621.18     75,892.08     72,366.05     75,833.59     92,006.11     110,884.42   118,652.16   134,506.45   144,561.89   110,750.79   85,112.38     82,144.71     1,173,331.81    938,665.45       234,666.36   117,333          2016 81,165.37     82,504.53     89,478.27     83,064.38     79,042.45     119,119.95   134,545.80   133,812.87   117,197.49   106,631.35   95,589.99     90,591.41     1,212,743.86    970,195.09       242,548.77   121,274          2017 96,456.49     90,535.04     96,977.26     93,501.15     131,846.15   130,584.45   128,233.13   133,906.44   123,353.41   148,210.92   125,606.69   108,510.99   1,407,722.12    1,126,177.70    281,544.42   140,772          2018 88,789.99     90,271.40     103,158.77   99,885.67     118,925.03   155,292.89   158,353.19   195,035.35   138,148.00   132,228.10   99,173.67     92,967.37     1,472,229.43    1,177,783.54    294,445.89   147,223          2019 112,053.68 101,003.90   105,746.54   107,003.40   131,564.92  159,731.74 184,317.67 234,240.84 227,025.73 230,521.90 201,013.97 87,640.00 1,881,864.29 1,505,491.43    376,372.86   188,186          2020 114,940.82   122,187.31   81,286.96     54,049.93     72,240.99     98,269.12     112,540.83   136,402.86   165,834.85   152,321.66   79,382.91     72,958.02     1,262,416.26    1,009,933.01    252,483.25   126,242          2021 77,231.48     82,389.49     57,779.00     103,584.23   Page 214 of 292 Page 215 of 292 Visitor Services TeamPage 216 of 292 Page 1 of 2 Agenda Item No: 12.c. MEETING DATE/TIME: 7/21/2021 ITEM NO: 2020-352 AGENDA SUMMARY REPORT SUBJECT: Receive Status Report and Consider Any Action or Direction Related to the Novel Coronavirus (COVID-19) Emergency Including Operational Preparedness and Response; Continuity of City Operations and Services; Community and Business Impacts; and Any Other Related Matters. DEPARTMENT: City Manager / Admin PREPARED BY: Tami Bartolomei, Office of Emergency Management Coordinator PRESENTER: Tami Bartolomei, Office of Emergency Management Coordinator ATTACHMENTS: None Summary: The City Council will receive a status report and consider any action or direction related to the Novel Coronavirus (COVID-19) Emergency including operational preparedness and response; continuity of City operations and services; community and business impacts; and any other related matters. Background: On March 4, 2020, California Governor Gavin Newsom declared a State of Emergency in California in response to the COVID-19 pandemic. The County of Mendocino declared a State of Emergency related to the COVID-19 on March 4, 2020. On March 17, 2020, the City Manager, acting as the Director of Emergency Services, declared the existence of a local emergency. On March 18, 2020, City Council approved a Resolution ratifying the proclamation declaring the existence of a local emergency. Since the onset of the emergency, the City of Ukiah has worked to respond to the public health and safety needs of the community in cooperation with the County of Mendocino and other partners. The local response for public health is lead regionally by the County of Mendocino and the County's Public Health Officer. In addition, the City of Ukiah has worked to maintain the continuity of public services including public safety, water, sewer, electric, airport, public works, and other essential activities. Discussion: As the coronavirus “COVID-19” continues to evolve, the City of Ukiah continues to monitor the situation and respond to emerging needs of the community. The City is in continued contact with local and state agencies, as well as community partners, hospitals, schools, and neighboring cities to ensure we have the most updated information pertaining to COVID-19 and are coordinating efforts. Reports and/or information from the City of Ukiah's Emergency Operation Center (EOC) may include, as necessary: * Emergency Operation Center (EOC) Status * COVID-19 Case Updates * Public Information Officer * Medical Services Page 217 of 292 Page 2 of 2 * School/Education * Public Safety (Police/Fire/EMS) * Shelter in Place Monitoring and Compliance * Community Service Groups * Homeless Response * Business Impacts/Services * Public Infrastructure/Construction Status * City Finance * Recovery Efforts and Planning * Other Related matters Staff will provide a status report to City Council and will seek direction or action on operational preparedness and response; continuity of City operations and services; community and business impacts; and any other related matters. Go to the City's website (www.cityofukiah.com) for direct access to information related to the Novel Coronavirus (COVID-19) emergency including local updates, City Services, Community/Resident Information, and Business Resources. Recommended Action: Receive status report and consider any action or direction related to the Novel Coronavirus (COVID-19) Emergency including operational preparedness and response; continuity of City operations and services; community and business impacts; and any other related matters. 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: Sage Sangiacomo, City Manager Page 218 of 292 Page 1 of 2 Agenda Item No: 13.a. MEETING DATE/TIME: 7/21/2021 ITEM NO: 2021-951 AGENDA SUMMARY REPORT SUBJECT: Consideration of Adoption of a Resolution Adopting the City of Ukiah Emergency Operations Plan. DEPARTMENT: City Manager / Admin PREPARED BY: Tami Bartolomei, Office of Emergency Management Coordinator PRESENTER: Tami Bartolomei, Emergency Management Coordinator ATTACHMENTS: 1. City of Ukiah Resolution and Exhibit A - Emergency Operation Plan.docx Summary: Council will consider adoption of a resolution adopting the City of Ukiah Emergency Operations Plan. Background: The City of Ukiah Emergency Operations Plan (EOP) provides a framework for response and recovery from emergencies or disasters. The EOP is a living document whereby processes, guidance, and protocols change from time to time and, so too must this document. The City last adopted an Emergency Operation Plan in February 2007. Although the current (and outdated) plan includes the functions and principles of the California Standardized Emergency Management System (EMS), National Incident Management System (NIMS) and Incident Command Structures (ICS), the plan consisted of over 500 pages, making it overly complicated for the community to read and understand. The updated EOP plan was designed to be a simple yet comprehensive emergency management plan to be read in thirty (30) minutes or less and to facilitate easy integration of people and organizations into the City of Ukiah’s Emergency Management program. The EOP base plan lays out the framework for emergency management including: Assumptions, i.e. circumstances assumed during plan development Identification of hazards likely to impact our community Roles and responsibilities Discussion: The updated EOP (See Exhibit A to Attachment 1) was developed to comply with State and Federal mandates. The plan was developed in partnership with both Ukiah Police Department and Fire Department staff along and in collaboration with other agencies who have an important role in planning for response and recovery to emergencies and disasters. On May 13, 2021, the City of Ukiah’s Disaster Council reviewed, commented and recommended the updated EOP be taken to City Council for adoption. The Disaster Council makes recommendations to City Council on matters pertinent to the development of response and recovery plans. The Disaster Council is chaired by the Mayor and key City staff along with critical stakeholders who provide key services during emergencies and/or disasters. Updating the plan is consistent with City’s Council’s goal of continuing to foster and support the safest neighborhoods. The City of Ukiah is vulnerable to natural and human-caused hazards which pose risk to people, property, the environment, and the economy. The important components of this planning process include understanding the risks, reducing vulnerability to those risks, and preparing for the impacts of emergencies and disasters. The EOP is designed to ensure continuity of operations and essential services such as utilities and other day-to-day operations during and after an emergency or disaster. Page 219 of 292 Page 2 of 2 The updated EOP complies with all local ordinances, state law, and aligns with contemporary emergency planning guidance. The EOP serves as the primary guide for reducing emergency and disaster risk within the City of Ukiah. Adoption of the EOP by resolution is required to maintain compliance with the State’s Standardized Emergency Management System (SEMS) and the federal government’s National Incident Management System (NIMS) program elements, enabling eligibility for state and federal disaster assistance and preparedness funding. There is no fiscal impact; the department utilized Complete EM software to develop the plan. Staff recommends City Council adopt the Resolution (Attachment 1) adopting the City of Ukiah Emergency Operations Plan. Recommended Action: Adopt resolution adopting the City of Ukiah Emergency Operations Plan. 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: City of Ukiah Disaster Council Page 220 of 292 Attachment 1 RESOLUTION NO. 2021-XX RESOLUTION OF THE CITY COUNCIL OF THE CITY OF UKIAH ADOPTING THE CITY OF UKIAH EMERGENCY OPERATIONS PLAN. WHEREAS: 1. The preservation of life, property, and the environment is an inherent responsibility of local government; and 2. The City of Ukiah may be subjected to emergencies and disasters of all types; and 3. The federal National Incident Management System (NIMS) and California’s Standardized Emergency Management System (SEMS) legislation require the creation, maintenance, training, and execution of emergency response protocols by every local government; and 4. The City of Ukiah Emergency Operations Plan describes how the City of Ukiah will manage and respond to major emergency incidents, including implementation of an Incident Command System and the Standardized Emergency Management System, National Incident Management System; and 5. On February 21, 2007, the Council adopted the City’s current Emergency Operations Plan; and 6. The City of Ukiah Emergency Operations Plan demonstrates the City of Ukiah’s steadfast commitment to the safety and protection of its citizens, and employees, and visitors; and 7. The draft plans were distributed to the Disaster Council for review and comment, and recommendations have been made by the Disaster Council for Ukiah City Council to adopt an updated Emergency Operations Plan; and 8. The City Council deems it in the best interest of the City of Ukiah to formally adopt the updated Emergency Operations Plan. NOW, THEREFORE, BE IT RESOLVED that the City Council hereby approves and adopts the City of Ukiah Emergency Operations Plan attached hereto as Exhibit A. PASSED AND ADOPTED this ___ day of July, 2021, by the following roll call vote: AYES: NOES: ABSENT: ABSTAIN: Juan V. Orozco, Mayor ATTEST: Kristine Lawler, City Clerk Page 221 of 292 Exhibit A Emergency Operation Plan May 13, 2021 Page 222 of 292 [OPTIONAL – Insert jurisdiction resolution adopting emergency plan] Page 223 of 292 Table of Contents 1. Introduction ................................................................................................................................................... 7 1.1. Purpose .................................................................................................................................................... 8 1.2. Scope......................................................................................................................................................... 8 1.3. Situation .................................................................................................................................................. 8 1.4. Plan Development and Organization ........................................................................................ 12 1.5. Authorities........................................................................................................................................... 13 1.6. Assumptions ....................................................................................................................................... 14 2. Concepts of Operation ..............................................................................................................................15 2.1. Mitigation............................................................................................................................................. 15 2.2. Preparedness ..................................................................................................................................... 16 2.2.1. Planning ........................................................................................................................................16 2.2.2. Training ........................................................................................................................................17 2.2.3. Exercising .....................................................................................................................................18 2.2.4. Equipping and Supplying .......................................................................................................18 2.3. Response .............................................................................................................................................. 19 2.3.1. Standardized Emergency Management System (SEMS) ............................................19 2.3.2. National Response Framework ...........................................................................................20 2.3.3. Essential Facilities ....................................................................................................................20 2.3.4. Alerts, Notification, and Warning .......................................................................................21 2.3.5. Activation Levels .......................................................................................................................21 2.3.6. Communications .......................................................................................................................22 2.3.7. Roles, Responsibilities, and Assignments........................................................................23 2.3.8. Managing Policy ........................................................................................................................26 2.3.9. Sharing Information.................................................................................................................26 2.3.10. Resource Management ...........................................................................................................27 2.4. Recovery .............................................................................................................................................. 28 2.4.1. Damage Assessment ................................................................................................................28 2.4.2. Short-Term Recovery ..............................................................................................................29 Page 224 of 292 2.4.3. Long-Term Recovery ...............................................................................................................29 3. Program Continuity ...................................................................................................................................30 3.1. Continuity of Government ............................................................................................................. 30 3.2. Continuity of Operations ............................................................................................................... 30 4. Plan Maintenance .......................................................................................................................................31 Page 225 of 292 Appendices A. Emergency Operations Center Contact List B. Emergency Facilities Contact List C. Hazard-Specific Policies and Procedures D. Function-Specific Policies and Procedures E. Standard Operating Procedures F. Resource Catalog G. Emergency Forms H. Continuity of Operations and Government I. Recommended Training Courses J. Annual Training Plan K. Multi-Year Exercise Plan L. Maps and Floor Plans M. Acronyms and Glossary Page 226 of 292 Emergency Plan City of Ukiah May 13, 2021 7 1.0 Introduction The City of Ukiah is vulnerable to natural and human-caused hazards which pose risk to people, property, the environment, and the economy. The City, in collaboration with other agencies, has an important role in planning for response and recovery to emergencies and disasters. A part of this planning process includes understanding the risks, reducing vulnerability to those risks, and preparing for the impacts of emergencies and disasters. The City of Ukiah has designed this Emergency Plan to ensure continuity of operations and essential services, such as police, fire, utilities, and other day-to-day operations during and after an emergency or disaster. This plan was developed in consultation with the Ukiah Disaster Council it complies with all local ordinances, state law, and aligns with contemporary emergency planning guidance. This plan serves as the primary guide for reducing emergency and disaster risk within the City of Ukiah. Increases in population, aging infrastructure and housing, rising costs, limited resources, environmental changes, and several other factors can contribute to more frequent and severe emergencies and disasters. Information is also now exchanged much faster and in greater quantity than just a few years ago. To meet these challenges, City of Ukiah emergency planning incorporates the principles of Whole Community and Resilience. Whole Community Approach is a framework for disaster planning which incorporates t he entire community in emergency preparedness (A Whole Community Approach, FEMA). By adopting Whole Community practices, the City invites broad participation in emergency management efforts to increase resiliency. By working toward resiliency, the City empowers individuals and organizations to understand, prepare for and recover from emergencies and disasters. The Whole Community approach achieves the fastest, most effective outcomes following emergencies and disasters. It also helps to preserve limited resources during an emergency so that those resources can be allocated more efficiently. Page 227 of 292 Emergency Plan City of Ukiah May 13, 2021 8 1.1. Purpose This plan supports the following emergency management program goals for the City:  Establish a local emergency management program that facilitates comprehensive inclusion of planning that is equitable and follows all Americans with Disabilities Act and Access and Functional Needs guidelines;  Comply with local, state, Federal Emergency Management Agency, and U.S. Department of Homeland Security program requirements;  Complete a comprehensive emergency management plan;  Specify policies, roles, resources, and activities necessary to manage a local emergency;  Adopt the National Incident Management System (NIMS); and  Facilitate collaboration among organizations involved in emergency management. 1.2. Scope This plan applies to any extraordinary situation, emergency, or disaster, regardless of cause. When this plan is implemented, the City is expected to execute this plan with maximum coordination, efficiency, and effect. Individuals, businesses, community-based organizations, and other non-governmental organizations should become familiar with this plan and be ready to support the policies and activities described herein. This plan is designed to be a simple yet comprehensive emergency management plan. It addresses multiple hazards, activities necessary before, during, and after disaster to reduce risks and impacts, and the outlines multi-agency collaboration and coordination necessary to accomplish activities described in this plan. 1.3. Situation The City of Ukiah has a population of approximately 16,000 (2010 US Census). Ukiah is located approximately 115 miles north of San Francisco and 145 miles west of Sacramento. The City lies adjacent to Highway 101, between State Route 20 to the North and 175 to the South Ukiah is located in the fertile Yokayo Valley between the Mendocino National Forest and the redwoods of California’s North Coast. Ukiah serves as the county seat and is the largest cit y in Mendocino County. Health care, social services, retail trade, lodging, entertainment, and food services are the largest industries within the City of Ukiah . Page 228 of 292 Emergency Plan City of Ukiah May 13, 2021 9 The City of Ukiah’s Hazard Mitigation Plan identifies Ukiah as vulnerable to earthquakes, fires, floods, disease outbreaks, landslides, severe winter storms, and transportation accidents. Effectively managing risk and emergencies within the City is particularly difficult because of the City’s limited resources, rural setting, and vulnerable access—and thus effective emergency management and response requires close collaboration with the County of Mendocino, other cities within the County, and other relevant agencies. City of Ukiah is most vulnerable to following hazards and threats: Hazard/Threat Vulnerability and Potential Impacts Communication Failure Mendocino County has experienced numerous wild fires. Fire in 2017 and again in 2018 significantly impacted networks and destroyed communication infrastructure. Other communication threats include: aging infrastructure, digital infrastructure owned and maintained by outside sources, and other, natural disasters. Dam Failure The Coyote Dam Lake Mendocino is upriver from the city and has the potential to flood parts of the City if it fails. Dam failure likelihood possible between 1 & 10% annual probability, or some time in your lifetime. Drought California experienced the most severe drought on record in 2014. Water resources have been stressed by periodic drought cycles and unprecedented restrictions in water diversion from the Russian River and Lake Mendocino in recent years. The City of Ukiah has reliable water resources, but is threatened by other impacts from drought conditions such as increased fire hazards due to dry fuels, and increased pests. Drought conditions are likely to occur several times in your lifetime. Page 229 of 292 Emergency Plan City of Ukiah May 13, 2021 10 Extreme Weather Extreme heat and cold waves have increased in recent years. More people will likely be exposed to extreme weather events potentially causing risk to human health. Earthquake The Maacama fault is located in the Coast Ranges of northwestern California. It has been interpreted as a right-stepping northern extension of the Rogers Creek fault and is one of three major fault zones that comprise the San Andreas fault system in northern California. The Fault has a northern and southern section, with a total length of just under 100 miles. The Maacama fault runs just east of Ukiah and through Willits. Ukiah is located within a severe shaking range and is likely to occur several times in your lifetime. Flood The City of Ukiah has a history of flooding associated with winter storms. Facilities, utilities, and other buildings within the 100- year floodplain are highly likely of a flood occurrence in any given year. Hazardous Material Incident Hazardous materials facilities and major transportation routes are located within the City of Ukiah. There are 15 critical facilities at risk for a hazardous material event within ¼ mile of transportation routes. Invasive Species Invasive species include insect pests and weeds. The Glassy Winged Sharpshooter is an invasive species that threatened local grape growers in 2008. Invasive weeds displace native vegetation, they harbor pests, reduce crop yields, and increase soil erosion, fire danger, and flood risk. Page 230 of 292 Emergency Plan City of Ukiah May 13, 2021 11 Landslide Landslides commonly occur in connection with other major natural disaster such as earthquakes and floods; however, landslides can be caused by normal, seasonal rainfall or erosion. USGS elevation data sets were used to determine the risk of landslides for the Ukiah area. Landslide possibility is between 1 & 10% annual probability or likely to occur. Power Outage The City of Ukiah Electric Utility receives electric energy over interconnected high voltage transmission lines owned and operated by PG&E. These transmission lines are jointly used by many California utilities. In an effort to protect communities from wildfire, PG&E exercises precautionary measures by de-energizing lines when extreme fire danger conditions exist. When transmission lines that feed the City are threatened, PGE may elect to de-energize the lines. These outages could impact City of Ukiah Electric Utility customers and could last several days. Rolling Blackouts, or rotating outages, are systematic, temporary power outages that help bring balance to the supply and demand of electricity in the market. If the electricity supply is low compared to the demand, the California Independent System Operator (CAISO) may require utilities to shed load to ensure demand can be met. This load shedding is accomplished by implementing Rolling Blackouts and help prevent the City of Ukiah electric utility customers from experiencing even longer outages. Rolling Blackouts can last up to one hour. City of Ukiah electric utility Page 231 of 292 Emergency Plan City of Ukiah May 13, 2021 12 customers could experience several Rolling Blackouts over the hot summer months. Public Health Crisis Disease outbreak can cause illness and result in significant casualties. In 2020 an outbreak of respiratory disease caused by a novel coronavirus COVID-19 was identified and the World Health Organization declared the outbreak a “public health emergency of international concern” and Health and Human Services declared a public health emergency for the United States. COVID-19 was characterized as a pandemic and declared by the President a national emergency. Mendocino County declared a local health emergency and shelter in place orders were established. The City of Ukiah declared a local emergency. Mendocino County experienced death, increased hospitalizations and outbreaks due to the virus. Wildland/Urban Interface Fire The terrain, vegetation, and weather conditions are favorable for the ignition and rapid spread of wildland fires. Wildland fire hazards areas are identified by determining the amount of fuel in a given area. Wildfire are highly likely to occur. Effectively managing risk and emergencies within the city is particularly difficult because of the city’s limited resources, rural setting, and vulnerable access. 1.4. Plan Development and Organization This plan was designed to be read in 30 minutes or less and to facilitate easy integration of people and organizations into the City of Ukiah emergency management program. It co nsists of Page 232 of 292 Emergency Plan City of Ukiah May 13, 2021 13 two parts: an emergency plan and appendices. The emergency plan defines the emergency management program, program administration, authorities, roles, concepts of operation, and activities. The appendices provide additional detail to describe how specific activities are conducted in emergency management activities. Appendices sometimes contain sensitive information, so they are not typically attached to or presented with the emergency plan. The Emergency Manager and Disaster Council may, at their discretion, develop documents and agreements to support execution of this emergency plan. The emergency plan serves as an important public policy document and is routinely presented to City Council for review and approval. The City of Ukiah Office of Emergency Management maintains a copy of all City emergency planning documents at: City of Ukiah Office of Emergency Management 300 Seminary Ave. Ukiah, 95482 (707)463-6213 OEM@cityofukiah.com 1.5. Authorities The following local, state, and federal legal authorities guide emergency activities in the City of Ukiah. City of Ukiah  Ukiah City Code, Division 6, Chapter 2  Mendocino County Code, Title 2, Chapters 2.28, 2.33  Mendocino County Code, Title 5, Chapter 5.12  Mendocino County Code, Title 7, Chapter 7.04  Mendocino County Code, Title 8, Chapter 8.80  Mendocino County Code, Title 9, Chapter 9.05  Mendocino County Code, Title 20, Chapters 20.168, 20.020 Page 233 of 292 Emergency Plan City of Ukiah May 13, 2021 14  Mendocino County Code, Title 22, Chapter 22.04 State of California  California Emergency Services Act, CA Govt. Code § 8550 et seq.  California Disaster Assistance Act, CA Govt. Code § 8680 et seq.  California Code of Regulations, Title 19, Division 2  California Code of Regulations, Title 2  California Disaster and Civil Defense Master Mutual Aid Agreement  Governor's Executive Order W-9-91  Governor’s Executive Order SB 833 Federal  Federal Civil Defense Act of 1950 (Public Law, as amended)  Homeland Security Presidential Directive 5, 2005, National Incident Management System  Presidential Policy Directive March 30, 2011, National Preparedness  Robert T. Stafford Disaster Relief and Emergency Assistance Act of 1988 (Public Law 93-288, as amended)  Title 44, Code of Federal Regulations  U.S. Army Corps of Engineers Flood Fighting (Public Law 84 -99) 1.6. Assumptions The following circumstances were assumed during plan development:  Organizations (i.e. law enforcement, fire and rescue, public health, transportation) will respond to calls for service during an emergency according to their respective authorities, policies, and capabilities.  Emergency activity may exhaust or exceed the capability of one or more organizations. Extraordinary efforts to manage scarce resources, especially among multiple organizations, may be required. Page 234 of 292 Emergency Plan City of Ukiah May 13, 2021 15  The City will lead response to emergencies that occur within our area of primary responsibility.  The State, Federal Government, or another local jurisdiction will lead response to incidents that occur within their jurisdiction  Unified Command will be established to lead response where jurisdictions coincide.  The City will provide and request aid during an emergency, pursuant to automatic and mutual aid agreements.  The City will exhaust or expect to exhaust available resources before asking for assistance from other jurisdictions.  The City will implement this emergency plan before requesting emergency assistance. 2.0 Concepts of Operation Ukiah City Code, Chapter 2, Article 3 established the role of the Emergency Management Director and assigns responsibility for emergency management to the City Manager. The ordinance also assigns day-to-day responsibility for emergency management program activities to an Emergency Management Coordinator who works within the City Manager’s Office. The Emergency Management Coordinator coordinates the work of internal and external stakeholders to accomplish various mitigation, preparedness, response, and recovery activities. 2.1. Mitigation Mitigation activities identify hazards and eliminate or reduce vulnerabilities before emergency or disaster impacts can occur. Risk created by a flood hazard, for example, can be described as a function of hazard, vulnerability and impact. Flooding is a hazard. Property constructed in a flood-prone area can be vulnerable to flooding. When flooding occurs, damage to buildings and roads can occur, or necessitate evacuation of people and animals. By identifying hazards and reducing or eliminating vulnerability before damage occurs, mitigation actions reduce risk and the likelihood of impacts. Mitigation can save people, property and the environment before they become adversely affected by emergency or disaster. Cost-effective mitigation saves more money than it costs to implement. City of Ukiah maintains a Local Hazard Mitigation Plan (LHMP) to guide local mitigation activity. The plan identifies hazards, analyzes risk, describes vulnerabilities and potential impact s, presents mitigation alternatives, and establishes a plan to systematically reduce risk. The City Page 235 of 292 Emergency Plan City of Ukiah May 13, 2021 16 develops this plan collaboratively with a broad group of community stakeholders and submits it to the Federal Emergency Management Agency (FEMA) through the state’s emergency management agency for approval every five years. FEMA requires a LHMP to receive an additional 15 percent of all disaster relief funding it provides to designated disaster areas. This additional funding serves as incentive to perform mo re mitigation work. The LHMP also earns the City points in the Community Rating System (CRS). Greater achievement in the CRS results in lower insurance premiums throughout the City. The Office of Emergency Management coordinates mitigation activity and maintains the LHMP for the City. 2.2. Preparedness Preparedness activities are designed to anticipate and prepare the City for emergency impacts that cannot be mitigated. This section describes the planning, training, exercising, equipping, and supplying activities associated with preparedness. 2.2.1. Planning Emergency planning involves the development of policies, plans, procedures, and job aids used when responding to or recovering from an emergency or disaster. This plan serves as the primary emergency planning document for the City of Ukiah. It is reviewed and approved by the City Council at least every four years and is maintained by the City of Ukiah Office of Emergency Management. Several appendices support this plan and contain either general or detailed information specific to a type of emergency or disaster. General appendices are developed and maintained by the Ukiah Office of Emergency Management and include: General Emergency Plan Appendix Purpose SEE ATTACHMENT LIST SEE ATTACHMENT LIST Page 236 of 292 Emergency Plan City of Ukiah May 13, 2021 17 Hazard-specific or functional appendices are developed and maintained by organizations that lead these activities (i.e. flood evacuation, mass care and sheltering). These assignments of emergency management responsibility include: Function-Specific Plan Appendix Lead Organization Evacuation Ukiah Police Department Care and Shelter Ukiah Office of Emergency Management in coordination with the Mendocino County Office of Emergency Services, Health and Human Services and Red Cross. Damage Assessment Ukiah Community Development Department Emergency planning is also important for individuals, families, businesses, and community- based organizations. Each resident and employee of the City is encouraged to prepare at home and their place of work by following the planning guides at http://www.ready.gov. More information about emergency planning is also available on the City of Ukiah Office of Emergency Management website at: http://www.cityofukiah.com/city-managers-office/ 2.2.2. Training Training familiarizes people with emergency management policies, plans, tools, and procedures. Because the City of Ukiah considers the knowledge and experience people gain from training and exercises important to response, the City maintains an emergency management training plan. The plan recommends training for each emergency role and specifies when and where that training will be available. Each organization that expects to employ staff in emergency roles should consider providing as much training for each role as practical before an emergency occurs. A list of recommended training courses and a training plan are attached as Appendices I and J, respectively. Page 237 of 292 Emergency Plan City of Ukiah May 13, 2021 18 The City strives to meet the State’s training guidance and maintain a record of all emergency management training. City departments place training certificates in individual personnel files within their respective departments and notify the City of Ukiah Office of Emergency Management when individuals complete training. 2.2.3. Exercising Exercising is an important complement to training. It allows individuals and organizations to practice what they learn and to develop proficiency when performing certain emergency tasks. The City of Ukiah conducts drills and exercises (i.e. table-top, functional, and full-scale) according to the U.S. Homeland Security Exercise and Evaluation Program (HSEEP). HSEEP offers a standard method for designing, conducting, and evaluating exerci ses. A multi-year exercise plan that incorporates HSEEP methodology is attached to this plan as Appendix K. Within 90 days following an exercise or real-world disaster event, the Ukiah Office of Emergency Management facilitates a process that results in an After-Action Report/Improvement Plan (AAR/IP). The purpose of the AAR/IP is to note strengths and weaknesses in response, and to identify opportunities for improvement. After completion of AAR/IPs, the City updates work planning and retains copies of the reports for a minimum of five years to support subsequent analysis, planning, and training. 2.2.4. Equipping and Supplying Specific equipment and supplies are sometimes needed during an emergency. Equipment can range from small appliances to heavy equipment (i.e. front loaders and dump trucks). Examples of supplies include batteries, food, water, office supplies, fuel, and medical material. Some equipment and supplies needed during emergencies are used day-to-day; others are obtained and stored just for use during emergencies (e.g. medical supplies on-board mass casualty trailers). The City’s Purchasing Department works with different agencies to identify and track the locations of key equipment and supplies that might be needed during an emergency. A resource catalog of equipment and supplies is attached as Appendix F. Page 238 of 292 Emergency Plan City of Ukiah May 13, 2021 19 Each organization is responsible for maintaining its own necessary equipment and supplies. The purpose of the resource catalog is to define what equipment and supplies are stored for a disaster, describe where they are located and how they can be obtained. 2.3. Response Response activities follow an emergency or begin when emergency impacts are imminent. Notification of response agencies is the first step in response so that emergency resources can be dispatched quickly. Sharing detailed information and with leaders and partner organizations then occurs to effect coordination and consider additional requirements for support. Emergencies or disasters can quickly overwhelm local resources. This section details how the City provides necessary communication and coordination during emergencies and disasters. 2.3.1. Standardized Emergency Management System (SEMS) SEMS was enacted as State of California Law following the Oakland Hills fire in 1992. SEMS standardizes the coordination of multi-agency response using:  The Incident Command System (ICS) – Common terminology, standardized processes and tools. Local governments in California are required to use SEMS to be eligible for state reimbursement of certain response costs.  Mutual Aid – A California tradition of neighbor jurisdictions helping each other in times of need, without promise of reimbursement. The California Master Mutual Aid Agreement dates back to the 1950s and has been signed by nearly all cities and counties in California. This concept of mutual aid remains prevalent in California despite the nation-wide introduction of the Emergency Management Assistance Compact (EMAC), a fee-for-service form of interstate aid.  Operational Area Model – A concept that outlines a statewide hierarchy of responsibility for emergency management. The management of most emergencies and disasters is a local responsibility (notwithstanding exceptions for terrorism, acts of war, incapacity, etc.). As needs during an emergency exceed local capability, requests for assistance are made by the immediately higher level of government. In this way, cities request additional assistance from their counties. Counties request additional assistance from the State and the State requests additional assistance from the Federal Government. Page 239 of 292 Emergency Plan City of Ukiah May 13, 2021 20 The City of Ukiah has worked to comply with SEMS since 1996. Individuals with questions about SEMS should contact the Ukiah Office of Emergency Management. 2.3.2. National Response Framework The National Response Framework (NRF) consists of federal=level policies, plans, and tools for homeland security and emergency management. Sufficient for the purpose of this plan, these federal-level policies, plans, and tools include:  National Preparedness Goal – A document that describes a vision of emergency management, defines core capabilities, and identifies key scenarios for which the nation should be prepared.  NIMS – Policy, practices, and tools that effectively make ICS adoption national in scope.  Numerous plans, appendices, guides, and resources – Tools to help local and state emergency management organizations conduct their work. 2.3.3. Essential Facilities The City of Ukiah manages emergencies from the City’s Emergency Operations Center (EOC). The EOC provides executive-level policy, information sharing, and coordination. The EOC may provide this support to one or more Incident Command Posts (ICP) established by response agencies. ICPs and their leaders (incident commanders) are delegated authority to command and control field response. The EOC does not direct response but rather ensures that all ICPs are supported well, coordinating, and operating in conformance with City policy. Other facilities support emergency management activities. These facilities include: Essential Emergency Facility Purpose Ukiah Emergency Operations Center Coordination of City-wide response to emergencies and disasters Ukiah Dispatch Coordination of law enforcement, fire and rescue response Page 240 of 292 Emergency Plan City of Ukiah May 13, 2021 21 Essential Emergency Facility Purpose Emergency Medical Services Dispatch Coordination of all medical first-response Sheriff's Office Dispatch Coordination of all County law enforcement first-response and management of county-wide alert and warning County Emergency Operations Center Coordination of County-wide response to emergencies and disasters Additional information regarding essential facilities is attached as Appendix B. 2.3.4. Alerts, Notification, and Warning Successful emergency and disaster management requires around-the-clock awareness of emergency conditions, the ability to quickly communicate emergency information to key individuals and organizations, and the capability to respond. The City has designated the Ukiah Police Dispatch as such a location to operate continually (24 hours per day/7 days per week/365 days per year). Any initial, critical information intended for emergency managers should be directed to the facility using the contact information in Appendix B or, in life - threatening situations, by calling 9-1-1. When the threat of extraordinary danger is present, communicating urgent warnings and instructions to large groups of recipients requires using mass notification systems such as landlines, mobile, text messages, outdoor sirens/speakers, and email. The City will utilize the Mendocino County Operational Area Mass Notification plan. This plan was developed in conjunction with local, regional, and state partners and is intended to meet the State of California guidelines and regulations. 2.3.5. Activation Levels Depending on the circumstances of an emergency, the City Manager or his/her designee may activate the EOC to provide leadership, support and coordination during an emergency. The Ukiah Office of Emergency Services is responsible for ensuring readiness of the EOC. Activation of the facility will occur at one of the following levels: Page 241 of 292 Emergency Plan City of Ukiah May 13, 2021 22 Level 1 Activation – Provision of minimum staffing when the EOC is monitoring a situation. This level of activation may also occur at a remote location (e.g. when a duty officer is working at another location or on-call from home). At this level of activation, only one or two individuals are typically activated as EOC staff. Level 2 Activation – Provision of an intermediate number of staff to operate the EOC when an emergency is imminent or otherwise less than severe or catastrophic. This level of activation typically involves assignment of ICS Command and General Section staff (approximately 2-10 individuals). Level 3 Activation – Implementation of full EOC capability and the full use of City resources. All ICS positions are filled (typically 11 or more people). Alternate EOC teams may be assembled to relieve one another during 24-hour, multi-day activations. Regardless of the level of EOC activation, persons are assigned to ICS positions. Operational periods (EOC shifts) typically span 12 hours (except during a Level 1 Activation, when the period is typically 24 hours). Incident Action Plans (IAP) are developed for each operational period. These and other EOC activities are conducted according to the SOPs attached to this plan as Appendix G. 2.3.6. Communications Communication activities are one of the two categories that most affect emergency management outcomes. Coordination is the other. To ensure effective communication s in the City, the EOC maintains all forms of communication listed below. This capability is tested on a quarterly basis. Typically, the testing takes place on the last day of January, April, July, and October each year, or the last work day of those months if the last day falls on a weekend.  ARES/RACES  CalCord  CESRS  IPAWS  MACS  City of Ukiah Emergency Operations Center  Statewide Fire Mutual Aid Radio System  Video conferencing Page 242 of 292 Emergency Plan City of Ukiah May 13, 2021 23 2.3.7. Roles, Responsibilities, and Assignments The City Manager (Emergency Services Director) assigns individuals to EOC positions according to operational need, experience and availability. Individuals assigned to work in the City EOC must complete a minimum level of training that includes ICS 100, 200 and 700 courses. EOC Command and General Staff must also complete ICS 300 and 400. Each individual assigned to the EOC will be a member of one of two teams. The EOC A- Team will be the first to activate the EOC. The EOC B-Team will staff the other 12-hour operational period or serve as the relief team. Individuals assigned to each EOC team are listed in Appendix A. Their roles and duties are described further in Appendix E. The EOC organization includes an EOC Director, Assistant Director, Public Information Officer, Safety Officer, Legal Counsel, and Liaison Officer who, collectively, comprise the EOC Command Staff. EOC General Staff consist of Chiefs who lead Operations, Planning and Intelligence, Logistics, and Finance and Administration Sections. A typical EOC organization chart is illustrated in Figure 1. Page 243 of 292 Emergency Plan City of Ukiah May 13, 2021 24 Page 244 of 292 Emergency Plan City of Ukiah May 13, 2021 25 The overall operation of the EOC involves three primary functions: 1. Managing emergency policy (e.g. declare emergencies, order evacuations, prioritize limited resources) 2. Collecting, analyzing and sharing information with emergency organizations, elected leaders and the public 3. Brokering resources (e.g. requesting outside assistance and directing it to incidents) Each of these EOC functions is described in the following subsections. Page 245 of 292 Emergency Plan City of Ukiah May 13, 2021 26 2.3.8. Managing Policy Field-level command and control of incident response does not typically occur at the EOC. However, the EOC plays a critical role in managing emergencies and disasters. Sharing information, coordinating resources, issuing formal declarations of emergency, ordering evacuations, and determining jurisdiction- wide priorities are all activities within the purview of the EOC. Generally, the EOC first establishes priorities and objectives during an action planning process. Typically, EOC priorities are to protect: 1. Life 2. Health and Safety 3. Property 4. The Environment 5. The Local Economy The action planning process culminates in an Incident Action Plan (IAP) each operational period. The process follows NIMS and is often described as the “Planning P” as shown in Figure 2. Appendix G contains forms used to create IAPs. Appendix E describes the planning process in detail and explains the role of each participant in the planning process. 2.3.9. Sharing Information The second of the three important EOC roles is sharing information about an emergency with agencies, government leaders and the public. Conveyance of information to the public occurs most often through media outlets. To effectively share information, the EOC Page 246 of 292 Emergency Plan City of Ukiah May 13, 2021 27 maintains robust communication capabilities described earlier in Section 2.3.6 of this plan. The EOC also uses traditional paper message forms (i.e. ICS 213) and information technology. Collecting accurate, timely information from responders is necessary for the EOC to meet response agency requirements for support. Sharing this information with other agencies, especially those able to provide resources to support an emergency, is essential to obtaining additional help. Continuously collecting, confirming and sharing intelligence is vital to the safety, efficiency and overall effectiveness of response activities. A Public Information Officer is assigned to the EOC to develop and coordinate information sharing with the media and, ultimately, the public. All EOC staff members are trained in the use of information-sharing tools as part of their EOC orientation. During training and exercising, they have opportunities to practice using these tools. Responsibilities, tools, and processes for sharing of information are described in Appendix E. 2.3.10. Resource Management The third of the three important EOC roles is to broker resources. An emergency may require a dispatch of specific, necessary resources. Depending on the circumstances, but especially if the needed resources are scarce, the EOC may have to carefully allocate resources to several emergency scenes or from one department to another. At other times, the EOC may facilitate movement of resources to or from the City (e.g. facilitating support between two incidents or cities). In these cases, the EOC serves as the conduit for resource requests. To best manage resources, the EOC maintains an emergency resource catalog (attached to this plan as Appendix F) and at least one active Cal OES workstation to coordinate resource requests. The tools and processes for accomplishing this work are described further in Appendix E. Page 247 of 292 Emergency Plan City of Ukiah May 13, 2021 28 2.4. Recovery The final area of City emergency management activity is recovery. Recovery is the process of returning to normal an area affected by an emergency or disaster. Recovery sometimes occurs within hours—for example, restoration of electricity and telephone service. After major disasters, recovery activities may span years. Good recovery depends on development of a recovery plan before an emergency occurs and beginning recovery as soon as possible after an emergency. Recovery activities begin with damage assessment which informs both short-term and long-term recovery activities. These three recovery activities are described in the subsections below. 2.4.1. Damage Assessment Damage assessment activities involve identifying, recording, compiling, and analyzing damage information in order to determine the type of recovery assistance needed. Following major disasters, a process known as a Preliminary Damage Assessment (PDA) is used to assess damage and determine to what extent state and federal assistance may be available. The process typically begins with a local proclamation of emergency, communicating the extent of damage and requesting state and/or federal assistance. Several resources are available to support damage assessment. The American Red Cross often conducts cursory assessments (sometimes called windshield surveys). These assessments are performed by driving through neighborhoods and quickly collecting information from inside a vehicle. Other support is available from local building departments that employ engineers and building inspectors. When additional help is needed, mutual aid is also available. Damage assessments must occur quickly and accurately in order to obtain timely assistance from state and federal agencies. For this reason, the Ukiah Community Development/Building and Code Enforcement Services is assigned to the Advance Planning Branch of the EOC Planning and Intelligence Section to coordinate quick and effective damage assessment. Tools and processes used for conducting this work are described in Appendices D and E. Page 248 of 292 Emergency Plan City of Ukiah May 13, 2021 29 2.4.2. Short-Term Recovery Establishing priorities is just as important in recovery as in response to ensure a timely and orderly restoration. Short-term recovery objectives are typically established in the EOC while response is underway. Recovery objectives usually include:  Opening transportation routes  Restoring utility service  Securing damaged areas  Removing hazardous materials and debris  Providing temporary housing  Implementing immediate environmental protection measures  Recovering costs  Establishing long-term recovery objectives 2.4.3. Long-Term Recovery Attainment of long-term recovery objectives generally does not occur until long after closure of an EOC. Long-term recovery activities include:  Performing complex environmental assessments and restoration  Rebuilding infrastructure (e.g., highways, bridges)  Rebuilding homes  Resuming industry and commerce When planning and conducting recovery activities, the City also carefully considers mitigation planning. Accomplishing emergency or disaster recovery in a way that eliminates or reduces future risk is an important program objective. Tools and processes associated with recovery activity are described further in Appendices D and E. Page 249 of 292 Emergency Plan City of Ukiah May 13, 2021 30 3.0 Program Continuity Emergencies can also threaten to destroy or delay the ability of government to carry out executive functions and provide essential services. This section summarizes the Continuity of Government and Continuity of Operations planning for the City of Ukiah. 3.1. Continuity of Government State law requires appointment of a standby officer for each member of a governing body. This practice also applies to individuals who lead departments responsible for maintaining law and order, or that provide public services relating to health and safety. The law requires procedures to ensure continued operation of political subdivisions in the event the governing bodies, including stand-by officers, are unavailable to serve. The City of Ukiah has developed a continuity plan that includes alternate locations and lines of succession to continue governance during a major disaster. This planning is maintained at the Ukiah Office of Emergency Services. The planning is exercised every 3-4 years. 3.2. Continuity of Operations Each City department also develops and maintains plans to restore or reconstitute essential government services following an emergency or disaster. This planning includes:  A line of succession for department leadership  A list of essential services and descriptions of acceptable tolerance for interruption  A strategy to mitigate interruption of each essential services  A strategy to restore each essential service, should it become interrupted  Definition of a continuity team for the department with assignments for each member  A list of vital records and a strategy for preserving and maintaining access to vital records  A record of training and exercises performed to maintain department plans Page 250 of 292 Emergency Plan City of Ukiah May 13, 2021 31 Because continuity of operations is vital to most departments and the constituents they serve, the City incorporates one or more Continuity of Operations objectives in the design of each annual emergency management exercise. 4.0 Plan Maintenance This base plan will be maintained by the Ukiah Office of Emergency Services and reviewed by the City Manager and the City Council no less than every four years. As changes are needed to plan appendices, the Ukiah Office of Emergency Services will work with responsible departments and organizations to facilitate these changes, and communicate this work to stakeholders. Annual training will be provided either as a new orientation or refresher training to all city staff whom may be expected to participate in an emergency response. A record of this training will be retained in each employee record and within the Ukiah Office of Emergency Services. An annual exercise will be conducted to maintain the capabilities described in this plan. The Ukiah Office of Emergency Services will coordinate design, facilitate and evaluate these exercises at the discretion of the lead agency, and draw support from other organizations as this may be required. Annual exercises may take the form of a table-top, functional or full-scale exercise, although a functional exercise will occur at least every three years. Each year, the Ukiah Office of Emergency Services will prepare an annual report of emergency management program accomplishments and future needs. Once approved by the City Manager, the Ukiah Office of Emergency Services will present each report to the City Council. Page 251 of 292 Emergency Plan City of Ukiah May 13, 2021 32 Appendices A. Emergency Operations Center Contact List B. Emergency Facilities Contact List C. Hazard-Specific Policies and Procedures D. Function-Specific Policies and Procedures E. Standard Operating Procedures F. Resource Catalog G. Emergency Forms H. Continuity of Operations and Government I. Recommended Training Courses J. Annual Training Plan K. Multi-Year Exercise Plan L. Maps and Floor Plans M. Acronyms and Glossary Page 252 of 292 Appendix A - Emergency Operations Contact List Emergency Plan City of Ukiah August 1, 2019 A-1 A. Emergency Operations Center Contact List This table identifies the people and organizations involved in emergency operations center activities. # Name EOC Role Organization Title Email Work Address Office Phone Cell Phone Home Address Home Phone TBD Ukiah EOC Manager TBD TBD TBD TBD TBD TBD TBD TBD Assistant Ukiah EOC Manager TBD TBD TBD TBD TBD TBD TBD TBD Ukiah EOC Operations Section Chief TBD TBD TBD TBD TBD TBD TBD TBD TBD Ukiah EOC Planning and Intelligence Section Chief TBD TBD TBD TBD TBD TBD TBD TBD TBD Ukiah EOC Logistics Section Chief TBD TBD TBD TBD TBD TBD TBD TBD TBD Ukiah EOC Finance and Administration Section Chief TBD TBD TBD TBD TBD TBD TBD TBD TBD Ukiah EOC Manager (B- Shift) TBD TBD TBD TBD TBD TBD TBD TBD Page 253 of 292 Appendix A - Emergency Operations Contact List Emergency Plan City of Ukiah August 1, 2019 A-2 TBD Ukiah EOC Operations Section Chief (B-Shift) TBD TBD TBD TBD TBD TBD TBD TBD TBD Ukiah EOC Planning and Intelligence Section Chief (B-Shift) TBD TBD TBD TBD TBD TBD TBD TBD TBD Ukiah EOC Logistics Section Chief (B-Shift) TBD TBD TBD TBD TBD TBD TBD TBD TBD Ukiah EOC Finance and Administratio n Section Chief (B-Shift) TBD TBD TBD TBD TBD TBD TBD TBD Primary EOC staff Secondary EOC staff Page 254 of 292 Appendix B – Essential Facility Contact List Emergency Plan City of Ukiah August 1, 2019 B-1 B. Emergency Facilities Contact List This list is provided in the EOC Page 255 of 292 Appendix C – Hazard-Specific Procedures Emergency Plan City of Ukiah May 2021 C C. Hazard-Specific Policies and Procedures The following hazards and threats may create or contribute to an emergency or disaster. Hazard-specific appendices follow this list. 1. Communications Failure 2. Dam Failure 3. Drought 4. Earthquake 5. Extreme Weather 6. Flood 7. Hazardous Materials Incident 8. Invasive Species 9. Landslide 10. Power Outage 11. Public Health Crisis 12. Wildland/Urban Interface Fire Page 256 of 292 Appendix C – Hazard-Specific Procedures Emergency Plan City of Ukiah May 2021 C Scenario: Communication failure Priorities: 1. Determine extent of communication failure 2. Assess need for and activate EOC, if necessary 3. Implement alternate communications 4. Test communications with all potentially affected areas 5. Dispatch damage assessment team 6. Activate Radio Amateur Civil Emergency Service/Amateur Radio Emergency Service (RACES/ARES) staff, if necessary 7. Request mutual aid (e.g. communications vehicle, mobile repeater) 8. Implement cost accounting system 9. Prepare to receive program support (local/state/federal) Issues to expect: 1. If communications are quiet, is this because there is nothing happening or because communications are not working? 2. What is the critical path to restoring communications? Is it recovery of a system or migration to another system? 3. Will mutual aid be available during the incident duration? not, what are the costs and source of funds to maintain support? Organizations to call for support: 1. County OES 2. Operational Area Fire Coordinator 3. Operational Area Law Enforcement Coordinator 4. Cal OES 5. Communication Utilities Companies Page 257 of 292 Appendix C – Hazard-Specific Procedures Emergency Plan City of Ukiah May 2021 C Scenario: Dam Failure Priorities: 1. Implement the Emergency Action Plan (EAP) 2. Facilitate or support additional public warning 3. Facilitate or support evacuation 4. Provide initial and continuous emergency public information 5. Identify additional response requirements 6. Assess condition of major transportation routes 7. Request mutual aid 8. Mobilize damage assessment teams 9. Implement cost accounting system 10. Prepare to receive program support (local/state/federal) Issues to expect: 1. Is the dam regulated by the Federal Energy Regulatory Commission (FERC)? If so, has the FERC EAP been maintained and exercised? 2. Who is managing the disaster (e.g. dam operator, affected city, county, all)? 3. How has public information been managed? 4. How is search and rescue being conducted? 5. What external assistance will be available and when is it expected? 6. expected? Organizations to call for support: 1. County OES 2. Cal OES 3. Department of Water Resources (Flood Management and Dam Safety) 4. Army Corps of Engineers Emergency Operations 5. Operational Area Fire and Rescue Coordinator 6. Operational Area Law Enforcement Coordinator Page 258 of 292 Appendix C – Hazard-Specific Procedures Emergency Plan City of Ukiah May 2021 C Scenario: Drought Priorities: 1. Define situation, including best and worst-case scenarios 2. Develop mitigation strategies to limit the effects of drought before health and safety impacts result 3. Collaborate with other agencies to maximize effect 4. Define plans for response before health and safety impacts are imminent 5. Communicate threat, impact, mitigation and response activities to the public Issues to expect: 1. What help will the City need to respond? 2. What sources of funding are available to manage an emergency before health and safety threats are imminent? Organizations to call for support: 1. County OES 2. U.S. Department of Agriculture (USDA) 3. National Resource Conservation Service (NRCS) 4. California State Water Resources Control Board (CSWRCB) 5. US Army Corps of Engineer (USACE) 6. Department of Water Resources (DWR) Page 259 of 292 Appendix C – Hazard-Specific Procedures Emergency Plan City of Ukiah May 2021 C Scenario: Earthquake Priorities: 1. Assess need for, condition of and activate EOC, if necessary 2. Establish communications with affected areas 3. Provide initial and continuous emergency public information 4. Identify additional response requirements 5. Assess condition of major transportation routes 6. Request mutual aid 7. Request mass care and shelter 8. Mobilize damage assessment teams 9. Implement cost accounting system 10. Prepare to receive program support (local/state/federal) Issues to expect: 1. What help will the city need to respond? 2. Is our house/building safe? 3. How will we sustain 24/7 operations? 4. What should earthquake victims do? Organizations to call for support: 1. County OES 2. Cal OES Region II Fire and Rescue Mutual Aid Coordinator 3. U.S. Geological Survey (USGS) 4. National Weather Service 5. Operational Area Fire and Rescue Coordinator 6. Operational Area Law Enforcement Coordinator Page 260 of 292 Appendix C – Hazard-Specific Procedures Emergency Plan City of Ukiah May 2021 C Scenario: Extreme Weather Priorities: 1. Participate in National Weather Services (NWS) and National Oceanic and Atmospheric Administration (NOAA) River Forecast Center (RFC) weather briefings 2. Warn people to prepare for storm 3. Request/Activate sheltering for those in need 4. Place response staff on alert and pre-position resources 5. Assess condition and restore major transportation routes damaged by weather 6. Provide initial continuous emergency public information 7. Establish contact and coordinate with the California Utilities Emergency Association (CUEA) 8. Identify additional response requirements 9. Request mutual aid 10. Mobilize damage assessment teams 11. Implement cost accounting system 12. Prepare to receive program support (local/state/federal) Issues to expect: 1. What help will the city need to respond? 2. How will we sustain 24/7 operations? 3. What sources of funding are available to manage this incident if it does not become a federally-declared major disaster? Organizations to call for support: 1. County OES 2. Cal OES 3. CUEA 4. Operational Area Fire and Rescue Coordinator 5. Operational Area Law Enforcement Coordinator Page 261 of 292 Appendix C – Hazard-Specific Procedures Emergency Plan City of Ukiah May 2021 C Scenario: Flood Priorities: 1. Participate in National Weather Services (NWS) and River Forecast Center (RFC) weather briefings 2. Warn people to prepare for flood 3. Request/Activate sheltering for those in need 4. Facilitate or support evacuation 5. Facilitate or support search and rescue 6. Assess condition and restore major transportation routes 7. Identify additional response requirements 8. Request mutual aid 9. Mobilize damage assessment teams 10. Implement cost accounting system 11. Prepare to receive program support (local/state/federal) Issues to expect: 1. What help will the city need to respond? 2. How is wastewater containment? 3. Is water safe to drink? 4. When will the water recede? 5. What will recovery entail? New land-use? 6. What sources of funding are available to manage this incident if it does not become a federally-declared major disaster? Organizations to call for support: 1. County OES 2. Cal OES 3. Cal Trans 4. Operational Area Law Enforcement Coordinator 5. Operational Area Fire and Rescue Coordinator Page 262 of 292 Appendix C – Hazard-Specific Procedures Emergency Plan City of Ukiah May 2021 C Scenario: Hazardous Material Spill Priorities: 1. Determine the nature, extent, and impact of the spill 2. Assess need for and activate EOC, if necessary 3. Ensure REHIT dispatch and support 4. Establish communications with affected surrounding areas 5. Implement shelter-in-place or evacuation 6. Provide initial and continuous emergency public information 7. Identify additional response requirements 8. Request mutual aid 9. Prepare to receive program support (local/state/federal) Issues to expect: 1. What help will the city need to respond? 2. Are some people evacuating and other sheltering-in-place? If so, why? 3. Are people safe in their homes and businesses? Organizations to call for support: 1. County OES 2. Operational Area Fire and Rescue Coordinator 3. Cal OES Region II Fire and Rescue Mutual Aid Coordinator 4. U.S. Environmental Protection Agency (EPA) 5. Department of Fish and Wildlife Page 263 of 292 Appendix C – Hazard-Specific Procedures Emergency Plan City of Ukiah May 2021 C Scenario: Invasive Species Priorities: 1. Determine the nature, extent, and impact of the spill 2. Assess need for and activate EOC, if necessary 3. Ensure County Agriculture dispatch and support 4. Establish communications with affected surrounding areas 5. Implement shelter-in-place or evacuation 6. Provide initial and continuous emergency public information 7. Identify additional response requirements 8. Request mutual aid 9. Prepare to receive program support (local/state/federal) Issues to expect: 1. What help will the city need to respond? 2. What resources will the farmers and businesses need? Organizations to call for support: 1. County OES 2. California Invasive Plan Council (CIPC) 3. U.S. Environmental Protection Agency (EPA) Page 264 of 292 Appendix C – Hazard-Specific Procedures Emergency Plan City of Ukiah May 2021 C Scenario: Landslide Priorities: 1. Determine the nature, extent, and impact of the landslide 2. Assess need for and activate EOC, if necessary 3. Ensure Public Works dispatch and support 4. Establish communications with affected surrounding areas 5. Implement shelter-in-place or evacuation 6. Provide initial and continuous emergency public information 7. Identify additional response requirements 8. Request mutual aid 9. Prepare to receive program support (local/state/federal) Issues to expect: 1. What help will the city need to respond? 2. Are some people evacuating and other sheltering-in-place? If so, why? 3. Are people safe in their homes and businesses? Organizations to call for support: 1. County OES 2. Operational Area Fire and Rescue Coordinator 3. Cal OES 4. Cal Trans Page 265 of 292 Appendix C – Hazard-Specific Procedures Emergency Plan City of Ukiah May 2021 C Scenario: Power Outage Priorities: 1. Determine the nature, extent, and impact of the outage 2. Assess need for and activate EOC, if necessary 3. Ensure City of Ukiah Electric Department is dispatched 4. Prepare backup Generators are operational 5. Establish communications with affected surrounding areas 6. Implement shelter-in-place or evacuation 7. Provide initial and continuous emergency public information 8. Identify additional response requirements 9. Request mutual aid 10. Prepare to receive program support (local/state/federal) Issues to expect: 1. What help will the city need to respond? 2. Are some people evacuating and other sheltering-in-place? If so, why? 3. Are people safe in their homes and businesses? Organizations to call for support: 1. County OES 2. Cal OES Region II Fire and Rescue Mutual Aid Coordinator 3. U.S. Environmental Protection Agency (EPA), Pacific Gas & Electric (PG&E), California Public Utilities Commission (CPUC), Northern California Power Agency (NCPA) Page 266 of 292 Appendix C – Hazard-Specific Procedures Emergency Plan City of Ukiah May 2021 C Scenario: Public Health Crisis Priorities: 1. Determine the nature, extent, and impact of the public health event 2. Assess need for and activate EOC, if necessary 3. Establish communications with affected areas 4. Define mitigation and response strategies 5. Engage and collaborate with all appropriate agencies 6. Provide initial and continuous emergency public information 7. Identify additional mitigation and response requirements Issues to expect: 1. What are the nature, extent, and impact of the event? 2. What help will the city need to respond? 3. How will we sustain continuous EOC operations? 4. What sources of funding are available to manage this incident if it does not become a federally-declared major disaster? Organizations to call for support: 1. California Department of Public Health (CDPH) 2. County OES 3. U.S. Centers for Disease Control and Prevention (CDC) Page 267 of 292 Appendix C – Hazard-Specific Procedures Emergency Plan City of Ukiah May 2021 C Scenario: Wildland/Urban Interface Fire Priorities: 1. Determine the nature, extent, and impact of the fire(s) 2. Assess need for and activate EOC, if necessary 3. Establish communications with affected areas 4. Convene conference call of Operational Area Fire Chiefs to discuss threat, priorities, and strategy 5. Establish liaison with incident and/or area commanders 6. Provide initial and continuous emergency public information 7. Identify additional response requirements 8. Request mutual aid 9. Assess need and issue order evacuation, if necessary 10. Activate mass care and shelter 11. Implement cost accounting system 12. Prepare to receive program support (local/state/federal) Issues to expect: 1. Will evacuations be necessary? 2. What help will the city need to respond? 3. Is our house/building safe? 4. How will we sustain 24/7 operations? Organizations to call for support: County OES 1. Cal Fire 2. Cal OES 3. Operational Area Fire and Rescue Coordinator 4. Operational Area Law Enforcement Coordinator 5. Cal OES 6. Region II Fire and Rescue Mutual Aid Coordinator 7. U.S. Forestry Service (USFS) Page 268 of 292 Appendix D – Emergency Functions Emergency Plan City of Ukiah May 13, 2021 D-1 D. Function-Specific Policies and Procedures The following appendices describe general or function-specific emergency management activities or considerations. Appendices follow this list. 1. SEE ATTACHMENT LIST 2. Evacuation 3. Care and Shelter 4. Damage Assessment [Insert each general or function-specific appendix. Page 269 of 292 Appendix E – Standard Operating Procedures Emergency Plan City of Ukiah May 13, 2021 E-1 E. Standard Operating Procedures This appendix describes the purpose and function of the Emergency Operations Center. It includes descriptions and checklists for each center role. [Insert each general or function-specific appendix. Page 270 of 292 Appendix F – Resource Catalog Emergency Plan City of Ukiah May 13, 2021 F F. Resource Catalog 1 Resource Catalog is kept in the EOC and with Finance Purchasing Department. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 Page 271 of 292 Appendix G – Emergency Forms Emergency Plan City of Ukiah May 13, 2021 G G. Emergency Forms 1 Emergency Forms Kept in Emergency Operations Center 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Page 272 of 292 Appendix H – Continuity of Operations and Government Emergency Plan City of Ukiah May 13, 2021 H-2 H. Continuity of Operations and Government 1 Succession of Leadership 2 This table identifies key leadership positions within the City of Ukiah and their lines of 3 succession. Contact information for each position is contained in Emergency Contact List 4 appendix. 5 Title Primary Secondary Tertiary Chief Elected Official City Mayor City Vice Mayor TBD Chief Executive City Manager Deputy City Manager TBD Chief Law Enforcement Officer Police Chief Deputy Police Chief TBD Public Health Officer County Health Officer Director of County Public Health Deputy Director of County Public Health Office of Emergency Management Office Of Emergency Management Manager Office of Emergency Management Coordinator TBD 6 Essential Functions 7 This table identifies essential government functions of the City of Ukiah and the associated 8 resumption strategy information, should an interruption occur. 9 Priority Function Continuity Goal Continuity Strategy Assigned To 911 Operations To recover from any 911 services interruption in five minutes or less Maintain a "hot" or "warm" back-up site or an agreement with another PSAP to provide coverage during interruption City Police Chief 10 Vital Records 11 Page 273 of 292 Appendix H – Continuity of Operations and Government Emergency Plan City of Ukiah May 13, 2021 H-3 This table identifies vital records of the City of Ukiah to be preserved and the preservation 1 strategy for each record. 2 Record Location Protection Strategy Assigned To City Employment Records Maintain off-site, electronic, back- up storage of all employment records City Human Resources Department Director 3 Page 274 of 292 Appendix I – Recommended Training Courses Emergency Plan City of Ukiah May 13, 2021 I I. Recommended Training Courses This table provides training recommendations for individuals who may be assigned responsibilities during an emergency. Course Type Location Pre- requisite Course Objective Who takes this IS-700 Self-guided www.fema.gov None Introduces the NIMS concept. NIMS provides a consistent nationwide template to enable all government, private-sector, and non-governmental organizations to work together during domestic incidents. All IS-800 Self-guided www.fema.gov IS-700 Introduces participants to the concepts and principles of the NRF. All IS 100.c Individual, On-line https://training.fema.gov/IS/courseOverview.aspx?code=IS- 100.c None Understand the Incident Command System EOC Staff IS 700.b Individual, On-line https://training.fema.gov/IS/courseOverview.aspx?code=IS- 700.b IS 100.c Understand the National Incident Management System EOC Staff Page 275 of 292 Appendix I – Recommended Training Courses Emergency Plan City of Ukiah August 1, 2019 I-2 Course Type Location Pre- requisite Course Objective Who takes this G-191 Classroom Cal OES Certified Trainer IS 100.c, IS 700.b Understand the ICS/EOC Interface EOC Command and General Staff G-775 Classroom Cal OES Certified Trainer IS 100.c, IS 700.b, G-191 Understand EOC Management and Operations EOC Command and General Staff Page 276 of 292 Appendix J – Multi – Year Exercise Plan Emergency Plan City of Ukiah May 13, 2021 J J. Multi-Year Exercise Plan This table describes exercises planned to evaluate and enhance emergency management capability. Month/Year of Exercise Exercise Type Scenario Objectives Agencies Involved Exercise Director Notes July 2021 EOC Drill- Wildand/Urban Interface Fire Initial exercise was a vehicle fire expanding to vegetation causing evacuation of western hills of Ukiah Activate EOC, facilitate evacuation and sheltering, develop Initial EOC Briefing and Priorities, coordinate damage assessment and recovery efforts, maintain adequate public information All city department and stakeholders OEM Manager This is a second part of an exercise December 2021 EOC Drill - Flood Heavy rains cause creeks and rivers to exceed their banks causing general flooding Activate EOC, facilitate evacuation and sheltering, develop Initial EOC Briefing and Priorities, coordinate damage assessment and recovery efforts, maintain adequate public information All city departments OEM Manager This drill is designed to precede a larger functional EOC exercise December 2019 EOC Drill - Flood Heavy rains cause creeks and rivers to exceed their banks causing general flooding Activate EOC, facilitate evacuation and sheltering, develop Initial EOC Briefing and Priorities, coordinate damage assessment and recovery efforts, maintain adequate public information All city departments City Community Services Administrator This drill is designed to precede a larger functional EOC exercise Page 277 of 292 Appendix K – Maps and Floor Plans Emergency Plan City of Ukiah May 13, 2021 K K. Maps and Floor Plans 1 These following maps, floor plans and other illustrations are used to support emergency 2 activities. Each illustration follows this list. 3 1. City Map 4 2. Flood Hazards Areas 5 3. Earthquake Faults 6 4. EOC Floor Plan 7 5. Planned Shelter Locations for City Residents and Visitors 8 Page 278 of 292 Appendix L – Acronyms and Glossary Emergency Plan City of Ukiah May 13, 2021 L L. Acronyms and Glossary The following acronyms are used in this plan. Acronym Meaning Definition AAR/IP After-Action Report/Improvement Plan (AAR/IP A report format created by FEMA to assist in the evaluation of exercises and real-world events, and to summarize opportunities for program improvement. CalOES California Governor's Office of Emergency Services The primary state agency within California responsible for coordination of emergency and disaster support. CRS Community Rating System A National Flood Insurance Program that rewards floodplain management activities that exceed minimum program requirements. EOC Emergency Operations Center The physical location at which the coordination of information and resources to support domestic incident management activities normally takes place. FEMA Federal Emergency Management Agency The primary U.S government agency responsible for supporting emergency preparedness, federal-level coordination and disaster relief. HSEEP Homeland Security Exercise and Evaluation Program A FEMA doctrine that defines a systematic approach to exercise design, conduct and evaluation. Page 279 of 292 Appendix L – Acronyms and Glossary Emergency Plan City of Ukiah August 1, 2019 L-2 Acronym Meaning Definition IAP Incident Action Plan An oral or written plan containing general objectives reflecting the overall strategy for managing an incident. ICP Incident Command Post The field location at which the primary tactical-level, on-scene incident command functions are performed. ICS Incident Command System A standardized on-scene emergency management construct specifically designed to provide for the adoption of an integrated organizational structure that reflects the complexity and demands of single or multiple incidents, without being hindered by jurisdictional boundaries. LHMP Local Hazard Mitigation Plan A plan format defined by FEMA that communicates a local or state’s analysis of disaster risk and intended actions to reduce those risks. NIMS National Incident Management System A system mandated by HSPD-5 that provides a consistent nationwide approach for Federal, State, local, and tribal governments; the private sector; and nongovernmental organizations to work effectively and efficiently together to prepare for, respond to, and recover from domestic incidents, regardless of cause, size, or complexity. Page 280 of 292 Appendix L – Acronyms and Glossary Emergency Plan City of Ukiah August 1, 2019 L-3 Acronym Meaning Definition PDA Preliminary Damage Assessment A FEMA process used to evaluate disaster damage and inform decisions to provide disaster assistance. PPD Presidential Policy Directive A form of Executive Order issued by the President of the United States with the advice and consent of the National Security Council. SOP Standard Operating Procedures Complete reference document or an operations manual that provides the purpose, authorities, duration, and details for the preferred method of performing a single function or a number of interrelated functions in a uniform manner Page 281 of 292 Page 1 of 2 Agenda Item No: 13.b. MEETING DATE/TIME: 7/21/2021 ITEM NO: 2021-953 AGENDA SUMMARY REPORT SUBJECT: Designation of Voting Delegates and Alternates for the League of California Cities Annual Conference – September 22-24, 2021. DEPARTMENT: City Clerk PREPARED BY: Kristine Lawler, City Clerk PRESENTER: Sage Sangiacomo, City Manager ATTACHMENTS: 1. League Correspondence 2. Voting Procedures 3. Voting Delegate Form Summary: Council is to designate a voting delegate and alternate(s) for the 2021 League of California Cities Annual Conference, and authorize the City Clerk to submit the Voting Delegate/Alternate Form on their behalf. Background: The League of California Cities 2021 Annual Conference is scheduled for September 22-24, 2021, in Sacramento (Attachment 1). On Friday, September 24, the League will hold its Annual Business meeting where members consider and take action on resolutions that establish League policy. The League is requesting the City Council to designate a voting delegate and, if desired, up to two voting delegate alternates to participate in this meeting (Attachment 2). Councilmember Rodin is currently assigned to the League, but is unable to attend the conference. Discussion: Staff is recommending that Council designate a Councilmember to serve as the Voting Delegate (if available) and Sage Sangiacomo, City Manager and Shannon Riley, Deputy City Manager as the Alternate(s) for the 2021 League Annual Conference; and authorize the City Clerk to submit the Voting Delegate/Alternate Form (Attachment 3) on their behalf. Recommended Action: Designate a Councilmember as the Voting Delegate, and Sage Sangiacomo, City Manager and Shannon Riley, Deputy City Manager as the Alternate(s) to represent the City of Ukiah for the 2021 League Annual Conference; and authorize the City Clerk to submit the Voting Delegate/Alternate Form on their behalf. 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 Page 282 of 292 Page 2 of 2 Page 283 of 292 ATTACHMENT 1 Page 284 of 292 Page 285 of 292 ATTACHMENT 2 Page 286 of 292 ATTACHMENT 3 Page 287 of 292 Page 1 of 1 Agenda Item No: 13.c. MEETING DATE/TIME: 7/21/2021 ITEM NO: 2019-62 AGENDA SUMMARY REPORT SUBJECT: 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). DEPARTMENT: City Clerk PREPARED BY: Kristine Lawler, City Clerk PRESENTER: Mayor Orozco and Various Councilmembers ATTACHMENTS: 1. 2021 City Council Special Assignments Summary: City Council members will provide reports and updates on their committee and ad hoc assignments. If necessary, the Council may consider modifications. Background: City Council members are assigned to a number of committees and ad hoc activities. These assignments are included as Attachment 1. Discussion: Previously, the City Council discussed having more time allocated to reporting on committee and ad hoc activities. Often, the Council Reports section of the regular agenda is rushed due to impending business (i.e., public hearings), and not enough time is afforded for reports beyond community activities. In an effort to foster regular updates on committee and ad hoc assignments, this item is being placed on the agenda to provide the City Council members an expanded opportunity to report on assignments and modify assignments as necessary. Recommended Action: Receive report(s). The Council will consider modifications to committee and ad hoc assignments along with the creation/elimination ad hoc(s). BUDGET AMENDMENT REQUIRED: No 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 Page 288 of 292  2021 CITY COUNCIL SPECIAL ASSIGNMENTS COUNTY/REGIONAL OnGoing One + Alternate MTG DATE/TIME MEETING LOCATION MAILING ADDRESS/CONTACT COMMITTEE FUNCTION ASSIGNED TO PRINCIPAL STAFF SUPPORT Disaster Council Shall meet a minimum of once a year at a time and place designated upon call of the chair Place designated upon call of the chair or, if she/he is unavailable or unable to call such meeting, the first vice chair and then the City Manager or her/his designee. Office of Emergency Management 300 Seminary Ave. Ukiah, CA 95482 467-5765 - Tami Bartolomei Develop any necessary emergency and mutual aid plans, agreements, ordinances, resolutions, rules, and regulations. Orozco Duenas- Alternate Tami Bartolomei, Office of Emergency Management Coordinator; 467-5765 tbartolomei@cityofukiah.com Greater Ukiah Business & Tourism Alliance 3rd Tuesday of month, 11:30 a.m. 200 S School St. Ukiah, CA 95482 200 S School St. Ukiah, CA 95482 Promotes tourism and works to strengthen and promote the historic downtown and businesses within the greater Ukiah area Duenas Rodin - Alternate Shannon Riley,Deputy City Manager; 467-5793 sriley@cityofukiah.com Mendocino Council of Governments (MCOG) 1st Monday of month, 1:30 p.m. Board of Supervisors Chambers 501 Low Gap Road Ukiah, CA Executive Director 367 N. State Street, Ste. 206 Ukiah, CA 95482 463-1859 Plan and allocate State funding, transportation, infrastructure and project County wide Brown Rodin- Alternate Tim Eriksen, Public Works Director/City Engineer; 463-6280 teriksen@cityofukiah.com Mendocino County Inland Water and Power Commission (IWPC) 2nd Thursday of month, 6:00 p.m. Civic Center 300 Seminary Avenue conference room 5 IWPC Staff P.O. Box 1247 Ukiah, CA 95482 391-7574 - Candace Horsley Develops coordination for water resources and current water rights: Potter Valley project - Eel River Diversion Orozco Brown- Alternate Sean White,Director of Water Resources; 463-5712 swhite@cityofukiah.com Mendocino Solid Waste Management Authority (MSWMA) 3rd Thursday of every other month (varies), 10:00 a.m. Willits Council Chambers Solid Waste Director 3200 Taylor Drive Ukiah, CA 95482 468-9710 County-wide Solid Waste JPA Brown Duenas- Alternate Tim Eriksen, Public Works Director/City Engineer; 463-6280 teriksen@cityofukiah.com Mendocino Transit Authority (MTA) Board of Directors Last Wednesday of month, 1:30 p.m. Alternating locations - Ukiah Conference Center or Fort Bragg, or Point Arena Executive Director 241 Plant Road Ukiah, CA 95482 462-1422 County-wide bus transportation issues and funding Duenas Orozco - Alternate Tim Eriksen, Public Works Director/City Engineer; 463-6280 teriksen@cityofukiah.com North Coast Opportunities (NCO)4th Wednesday of month, 2 p.m. Alternating locations - Ukiah and Lakeport Ross Walker, Governing Board Chair North Coast Opportunities 413 North State Street Ukiah, CA 95482 Assist low income and disadvantaged people to become self reliant Bartolomei (appointed 12/19/18) Tami Bartolomei, Community Services Administrator; 467-5765 tbartolomei@cityofukiah.com North Coast Rail Authority (NCRA)2nd Wednesday of month, 10:30 a.m.Various Locations - announced 419 Talmage Road, Suite M Ukiah, CA 95482 463-3280 Provides a unified and revitalized rail infrastructure meeting the freight and passenger needs of the region Shannon Riley, Deputy City Manager Shannon Riley,Deputy City Manager; 467-5793 sriley@cityofukiah.com Russian River Watershed Association (RRWA) 4th Thursday of month, 9:00 a.m. (only 5 times a year) Windsor Town Hall Russian River Watershed Association Attn: Daria Isupov 425 South Main St., Sebastopol, CA 95472 508-3670 Consider issues related to Russian river - plans projects and funding requests Rodin Brown- Alternate Tim Eriksen, Public Works Director/City Engineer; 463-6280 teriksen@cityofukiah.com Ukiah Valley Basin Groundwater Sustainability Agency (GSA) 2nd Thursday of month, 1:30 p.m. Board of Supervisors Chambers; 501 Low Gap Road Ukiah, CA County Executive Office Nicole French 501 Low Gap Rd., Rm. 1010 Ukiah, CA 95482 463-4441 GSA serves as the Groundwater Sustainability Agency in the Ukiah Valley basin Crane Duenas- Alternate Sean White, Director of Water Resources; 463-5712 swhite@cityofukiah.com COUNTY/REGIONAL One + Staff Alternate MTG DATE/TIME MEETING LOCATION MAILING ADDRESS/CONTACT COMMITTEE FUNCTION ASSIGNED TO PRINCIPAL STAFF SUPPORT Economic Development & Financing Corporation (EDFC) 2nd Thursday of month, 2:00 p.m. Primarily 631 S. Orchard Street (location varies) Executive Director 631 South Orchard Avenue Ukiah, CA 95482 467-5953 Multi-agency co-op for economic development and business loan program Riley (appointed 12/19/18) Shannon Riley, Deputy City Manager; 467-5793 sriley@cityofukiah.com Sun House Guild ex officio 2nd Tuesday of month, 4:30 p.m. Sun House 431 S. Main St. Ukiah, CA 431 S. Main Street Ukiah, CA 95482 467-2836 Support and expand Grace Hudson Museum Orozco Neil Davis- Alternate David Burton, Museum Director; 467-2836 dburton@cityofukiah.com Continued - COUNTY/REGIONAL One + Staff Alternate MTG DATE/TIME MEETING LOCATION MAILING ADDRESS/CONTACT COMMITTEE FUNCTION ASSIGNED TO PRINCIPAL STAFF SUPPORT Mendocino Youth Project JPA Board of Directors 3rd Wednesday of month, 7:45 a.m. 776 S. State Street Conference Room Mendocino Co. Youth Project 776 S. State Street, Ste. 107 Ukiah, CA 95482 707-463-4915 Targets all youth with a focus on drug and alcohol prevention, healthy alternatives and empowering youth to make healthy choices Cedric Crook, Patrol Lieutenant Cedric Crook, Patrol Lieutenant Nob; 463- 6771; ccrook@cityofukiah.com Northern California Power Agency (NCPA) 4th Thursday of month, 9:00 a.m. (see NCPA calendar) Roseville, CA and other locations 651 Commerce Drive Roseville, CA 95678 916-781-4202 Pool of public utilities for electric generation and dispatch Crane Grandi - Alternate Mel Grandi, Electric Utility Director; 463-6295 mgrandi@cityofukiah.com 1 5/20/2021 ATTACHMENT 1 Page 289 of 292  2021 CITY COUNCIL SPECIAL ASSIGNMENTS LOCAL/COUNTY/REGIONAL/LIASONS OnGoing One or Two Council and/or Staff MTG DATE/TIME LOCATION MAILING ADDRESS/CONTACT COMMITTEE FUNCTION ASSIGNED TO PRINCIPAL STAFF SUPPORT Adventist Health Community Advisory Council Quarterly: Aug. 27, 6:45 a.m. Nov 5, 6:45 a.m. 275 Hospital Drive Ukiah, CA 95482 275 Hospital Drive Ukiah, CA 95482 707-463-7623 Allyne Brown - Allyne.Brown@ah.org Provides the Adventist Health Ukiah Valley (AHUV) Governing Board and Administration with advice, support, and suggestions on matter of importance to Mendocino, Lake and Sonoma Counties. Brown Rodin - Alternate Kristine Lawler, City Clerk, 463-6217 klawler@cityofukiah.com League of California Cities Redwood Empire Legislative Committee Prior to Division Meetings, meets 3x in person and then via conference call Various locations that are announced Redwood Empire League President; Public Affairs Program Manager (916) 658-8243 Elected city officials and professional city staff attend division meetings throughout the year to share what they are doing and advocate for their interests in Sacramento Rodin Orozco-Alternate Sage Sangiacomo, City Manager; 463-6221 ssangiacomo@cityofukiah.com City Selection Committee Called as required by the Clerk of the Board BOS Conference Room 501 Low Gap Rd. Rm. 1090 Ukiah, CA C/O: BOS 501 Low Gap Rd., Rm 1090 Ukiah, CA 95482 463-4441 Makes appointments to LAFCO and Airport Land Use Commission Mayor Kristine Lawler, City Clerk; 463-6217 klawler@cityofukiah.com Investment Oversight Committee Varies Civic Center 300 Seminary Ave. Ukiah, CA 95482 Civic Center 300 Seminary Ave. Ukiah, CA 95482 Reviews City investments, policies, and strategies Crane Orozco, Alternate Alan Carter, Treasurer Dan Buffalo, Director of Finance; 463-6220 dbuffalo@cityofukiah.com Library Advisory Board 3rd Wednesdays of alternate months; 1:00 p.m. Various Mendocino County Libraries Ukiah County Library 463-4491 Review library policy and activities Supervisor Mulheren Kristine Lawler, City Clerk; 463-6217; klawler@cityofukiah.com Ukiah Players Theater Board of Directors 3rd Tuesday of month, 6:00 p.m 1041 Low Gap Rd Ukiah, CA 95482 462-1210 1041 Low Gap Rd Ukiah, CA 95482 462-1210 To oversee the activities, organization and purpose of the Ukiah Players Theater Greg Owen, Airport Manager (appointed 12/19/18) Kristine Lawler, City Clerk; 463-6217 klawler@cityofukiah.com Ukiah Unified School District (UUSD) Committee Quarterly 511 S. Orchard, Ste. D Ukiah, CA 95482 511 S. Orchard Ukiah, CA 95482 Information exchange with UUSD Board Chair, Mayor, Superintendent, and City Manager Mayor, City Manager and Police Chief Sage Sangiacomo, City Manager; 463-6221 ssangiacomo@cityofukiah.com Russian River Flood Control District (RRFCD) Liaison 1st Monday of month, 5:30 p.m. 151 Laws Ave.,Suite D Ukiah, CA 151 Laws Ave., Ukiah, CA 95482; rrfc@pacific.net; 462-5278 Proactively manage the water resources of the upper Russian River for the benefit of the people and environment of Mendocino County White/Orozco Sean White, Director of Water Resources; 463-5712 swhite@cityofukiah.com HHSA Advisory Board 2nd Wednesday of month; 9:00 a.m. Big Sur Room County Department of Social Services Executive Director Jackie Williams - 462-1934 c/o Ford St. Project 139 Ford St. Ukiah CA 95482 Discussions and possible work on health and human service issues Brown - Liaison Shannon Riley, Deputy City Manager; 467- 5793 sriley@cityofukiah.com Mendocino County Local Area Formation Commission (LAFCO) 1st Monday of month, 9:00 a.m.Board of Supervisors Chambers Executive Director 200 S. School Street, Ste. 2 Ukiah, CA 95482 463-4470 Required by legislation - planning spheres of influence, annexation, service areas, and special districts (positions not active) Crane Rodin Craig Schlatter, Director of Community Development; 463-6219; cschlatter@cityofukiah.com Mendocino County Airport Land Use Commission As needed BOS Conference Room 501 Low Gap Rd., Rm. 1090, Ukiah, CA Mendocino County Executive Office 501 Low Gap Rd. Rm. 1010 Ukiah, CA 95482 To formulate a land use compatibility plan, provide for the orderly growth of the airport and the surrounding area, and safeguard the general welfare of the inhabitants within the vicinity Owen/Schlatter Greg Owen, Airport Manager; 467-2855; gowen@cityofukiah.com Craig Schlatter, Director of Community Development; 463-6219; cschlatter@cityofukiah.com Mendocino County 1st District Liaison Monthly; TBD Civic Center Annex conference room #5 411 West Clay St. Ukiah, CA 95482 Civic Center 300 Seminary Ave. Ukiah, CA 95482 To coordinate activities and policy development with the City's 1st District Supervisor Brown Crane- Alternate Sage Sangiacomo, City Manager; 463-6221; ssangiacomo@cityofukiah.com Mendocino County 2nd District Liaison 1st Wednesdays of month, 8:00 a.m. Civic Center Annex conference room #5 411 West Clay St. Ukiah, CA 95482 Civic Center 300 Seminary Ave. Ukiah, CA 95482 To coordinate activities and policy development with the County's 2nd District Supervisor Brown Shannon Riley, Deputy City Manager; 467- 5793 sriley@cityofukiah.com LOCAL/COUNTY/REGIONAL/LIASONS OnGoing One or Two Council and/or Staff MTG DATE/TIME LOCATION MAILING ADDRESS/CONTACT COMMITTEE FUNCTION ASSIGNED TO PRINCIPAL STAFF SUPPORT Fire Executive Committee 2nd Wednesdays of month, 3:45 p.m. Ukiah Valley Conference Center, 200 S. School Street Ukiah, CA Stephanie Abba Civic Center 300 Seminary Ave. Ukiah, CA 95482 sabba@cityofukiah.com Per the recently adopted agreement between the City of Ukiah and the Ukiah Valley Fire Protection District Orozco/Brown Doug Hutchison, Fire Chief; 463-6263; dhutchison@cityofukiah.com STANDING COMMITTEES MTG DATE/TIME LOCATION MAILING ADDRESS/CONTACT COMMITTEE FUNCTION ASSIGNED TO PRINCIPAL STAFF SUPPORT Equity and Diversity TBD Virtual Meeting Room (link to be created) Civic Center 300 Seminary Ave. Ukiah, CA 95482 Improve diversity and equity in the City’s workforce and municipal services Orozco/Duenas Traci Boyl, City Manager's Office Management Analyst; 467-5720 tboyl@cityofukiah.com 2 5/20/2021 Page 290 of 292 COMMITTEE ASSIGNED TO PRINCIPAL STAFF SUPPORT Electric Grid Operational Improvements Crane/Orozco Mel Grandi, Electric Utility Director; 463-6295 mgrandi@cityofukiah.com Trench Cut Policy Development Crane/Brown Tim Eriksen, Public Works Director/City Engineer; 463-6280 teriksen@cityofukiah.com Budget Development Best Practices and Financial Policy For FY 21/22 Budget Crane/Brown Dan Buffalo, Director of Finance; 463-6220 dbuffalo@cityofukiah.com Sheri Mannion, Human Resource Director/Risk Manager; 463-6272, smannion@cityofukiah.com Advance Planning & Policy for Sphere of Influence (SOI), Municipal Service Review (MSR), Annexation, Tax Sharing, Detachment, and Out of Area Service Agreements Crane/Rodin Sage Sangiacomo, City Manager 463-6221 ssangiacomo@cityofukiah.com Shannon Riley, Deputy City Manager 467-5793 sriley@cityofukiah.com Craig Schlatter, Community Development Director 463-6219 cschlatter@cityofukiah.com Sean White, Director of Water Resources; 463-5712 swhite@cityofukiah.com Tim Eriksen, Public Works Director/City Engineer; 463-6280 teriksen@cityofukiah.com Mel Grandi, Electric Utility Director; 463-6295 mgrandi@cityofukiah.com Dan Buffalo, Director of Finance; 463-6220 dbuffalo@cityofukiah.com 2021 Electric Rate Study Crane/Duenas Mel Grandi, Electric Utility Director; 463‐6295  mgrandi@cityofukiah.com Housing Element and Implementation Review Rodin/Orozco Craig Schlatter, Community Development Director 463-6219 cschlatter@cityofukiah.com Planning Commissioner Appointment Process Crane/Rodin Craig Schlatter,Community Development Director 463‐6219 cschlatter@cityofukiah.com Darcy Vaughn, Assistant City Attorney 462‐6846 dvaughn@cityofukiah.onmicrosoft.com UVSD/ City Relations Ad hoc committee to address specific issues with the Ukiah Valley Sanitation District, including discussion of overall sewer system service delivery policies, operating policy revisions, potential revisions to the current Operating Agreement, and cost sharing Crane/Brown Dan Buffalo, Director of Finance;  463‐6220 dbuffalo@cityofukiah.com Sean White, Water Resources Director 463‐5712 swhite@cityofukiah.com  Upper Russian River Water Agency/City Relations Crane/Brown Sean White, Director of Water Resources;  463‐5712 swhite@cityofukiah.com    2021 AD HOC COMMITTEES 3 4/16/2021 Page 291 of 292 Page 1 of 1 Agenda Item No: 13.d. MEETING DATE/TIME: 7/21/2021 ITEM NO: 2019-204 AGENDA SUMMARY REPORT SUBJECT: Discussion and Possible Action Regarding the Cancellation of the August 4, 2021, Regular City Council Meeting with the Option for the Mayor and/or City Manager to Call for a Special Meeting on an Alternate Date if Time Sensitive Business Arises. DEPARTMENT: City Clerk PREPARED BY: Kristine Lawler, City Clerk PRESENTER: Sage Sangiacomo, City Manager ATTACHMENTS: None Summary: Council will consider cancelling the August 4, 2021, Regular City Council meeting due to only a few scheduled business items that can be moved to the August 18th meeting, and to take a summer break from the heavy meeting schedule maintained throughout the rest of the year. Background: City Council has regular meetings scheduled for the first and third Wednesdays of each month, with a regularly scheduled meeting on August 4, 2021. Council typically cancels a meeting around mid- summer after the budget hearings as there is typically fewer business items at that time of year, and this gives a break to both the Council and Staff from the heavy meeting schedule maintained throughout the rest of the year. Discussion: Staff is recommending the cancellation of the August 4, 2021, regular meeting, with the option for the Mayor and/or City Manager to call for a special meeting on an Alternate Date if time sensitive business arises. Recommended Action: Approve the cancellation of the August 4, 2021, Regular City Council Meeting with the option for the Mayor and/or City Manager to call for a special meeting on an alternate date if time sensitive business arises. 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 Page 292 of 292