Loading...
HomeMy WebLinkAbout2023-02-01 PacketPage 1 of 5 City Council Regular Meeting AGENDA (to be held both at the physical and virtual locations below) Civic Center Council Chamber ♦ 300 Seminary Avenue ♦ Ukiah, CA 95482 To participate or view the virtual meeting, go to the following link: https://zoom.us/j/97199426600 Or you can call in using your telephone only: • Call (toll free) 1-888-788-0099 • Enter the Access Code: 971 9942 6600 • To Raise Hand enter *9 • To Speak after being recognized: enter *6 to unmute yourself Or One tap mobile (for easy connection on smart phones): US: +16699009128,,97199426600# or +12532158782,,97199426600# Alternatively, you may view the meeting (without participating) by clicking on the name of the meeting at www.cityofukiah.com/meetings. February 1, 2023 - 6:00 PM 1. ROLL CALL 2. PLEDGE OF ALLEGIANCE 3. AB 2449 NOTIFICATIONS AND CONSIDERATIONS 4. PROCLAMATIONS/INTRODUCTIONS/PRESENTATIONS 4.a. Proclamation Recognizing February 2023 as Black History Month in the City of Ukiah. Recommended Action: Issue Proclamation. Attachments: 1. Black History Month Proclamation 2023 2. Mendo Black Lives Matter Flyer 2023 5. PETITIONS AND COMMUNICATIONS 6. APPROVAL OF MINUTES 6.a. Approval of the Minutes for the January 11, 2023, Special Meeting. Recommended Action: Approve the Minutes for the January 11, 2023, Special Meeting. Attachments: Page 1 of 390 Page 2 of 5 1. 2022-01-11 Draft Minutes 7. RIGHT TO APPEAL DECISION Persons who are dissatisfied with a decision of the City Council may have the right to a review of that decision by a court. The City has adopted Section 1094.6 of the California Code of Civil Procedure, which generally limits to ninety days (90) the time within which the decision of the City Boards and Agencies may be judicially challenged. 8. CONSENT CALENDAR The following items listed are considered routine and will be enacted by a single motion and roll call vote by the City Council. Items may be removed from the Consent Calendar upon request of a Councilmember or a citizen in which event the item will be considered at the completion of all other items on the agenda. The motion by the City Council on the Consent Calendar will approve and make findings in accordance with Administrative Staff and/or Planning Commission recommendations. 8.a. Report of Disbursements for the Month of December 2022. Recommended Action: Approve the Report of Disbursements for the Month of December 2022. Attachments: 1. December 2022 Summary of Disbursements 2. Account Codes for Reference 3. Object Codes for Reference 4. December 2022 Disbursement Detail 8.b. Request for Budget Amendment in the Amount of $7,500 to Cover Unexpected Parks Department Vehicle Maintenance Costs. Recommended Action: Approve budget amendment in the amount of $7,500 to cover unexpected Parks Department vehicle maintenance costs. Attachments: None 8.c. Approval of Plans and Specifications for the Great Redwood Trail Phase 4 Project, Specification No. 21-02, and Direct Staff to Advertise for Bids. Recommended Action: Approve thef Plans and Specifications for the Great Redwood Trail Phase 4 Project, Specification No. 21-02, and direct staff to advertise for bids. Attachments: 1. Great Redwood Trail Phase 4 Final Plan 8.d. Approve Plans and Specifications for the Fish Hatchery Supply Pump Replacement Project, Specification 23-04, and Direct Staff to Advertise for Bids. Recommended Action: Approve Plans and Specifications for Fish Hatchery Supply Pump Replacement project, Specification 23-04, and Direct Staff to Advertise for Bids. Attachments: 1. Low Voltage Motors Fractional to 250 HP 2. Vertical Pumps 3. Mechanical Equipment Installation 4. Engineering Cost Estimate 8.e. Consideration of Adoption of Resolution Approving Records Destruction for the Police Department. Recommended Action: Adopt resolution authorizing the destruction of outdated documents for the Police Department. Attachments: 1. Resolution 8.f. Adoption of Resolution of the City Council Reconsidering the Circumstances of the State of Emergency and Implementing Teleconferencing Requirements for City Council and Board and Commission Meetings During a Proclaimed State of Emergency Due to the COVID-19 Pandemic. Page 2 of 390 Page 3 of 5 Recommended Action: Adopt a Resolution of the City Council Reconsidering the Circumstances of the State of Emergency and Implementing Teleconferencing Requirements for City Council and Board and Commission Meetings during a Proclaimed State of Emergency Due to the COVID-19 Pandemic. Attachments: 1. AB 361 Findings Reconsideration for All Legislative Bodies 8.g. Consideration of Adoption of Resolution to Remove Approximately 360 Lineal Feet of On-Street Parking on the North Section of Hastings Road. Recommended Action: Adopt resolution removing approximately 360 lineal feet of on-street parking on the north section of Hastings Road. Attachments: 1. Proposed Resolution 2. 2022-11-28 Petition 8.h. Notification of Emergency Purchase of all Materials and Labor for the Repair of a Sinkhole and Storm Drain on Mendocino Drive from Ghilotti Construction in the Estimated Amount of $75,000, Approve Corresponding Budget Amendment, and Approve Additional Budget Amendment if Actuals Exceed Initial Estimated Amount. Recommended Action: Receive notification of the emergency purchase of all repair work on a storm drain and sinkhole from Ghilotti Construction for the estimated amount of $75,000, approve corresponding budget amendment, and approve additional budget amendments if actual exceed initial estimated amount. Attachments: 1. GCC - Sinkhole Repair - Contract No. 2223-159 8.i. Consideration of Nomination and Possible Adoption of a Resolution Appointing Rob Fitzsimmons to the Public Spaces Commission. Recommended Action: Adopt Resolution appointing Rob Fitzsimmons to the At-large City or County Resident position on the Public Spaces Commission, term to expire on February 1, 2026. Attachments: 1. City Code Sections 2. Application 3. Nomination 4. Proposed Resolution 9. AUDIENCE COMMENTS ON NON-AGENDA ITEMS The City Council welcomes input from the audience. If there is a matter of business on the agenda that you are interested in, you may address the Council when this matter is considered. If you wish to speak on a matter that is not on this agenda that is within the subject matter jurisdiction of the City Council, you may do so at this time. In order for everyone to be heard, please limit your comments to three (3) minutes per person and not more than ten (10) minutes per subject. The Brown Act regulations do not allow action to be taken on audience comments in which the subject is not listed on the agenda. 10. COUNCIL REPORTS 11. CITY MANAGER/CITY CLERK REPORTS 12. PUBLIC HEARINGS (6:15 PM) 12.a. Consider Changes to the Electric Utility Department Power Cost Surcharge Rider by Resolution. Recommended Action: Adopt Resolution modifying the Power Cost Surcharge Rider. Attachments: 1. Market_Conditions_Update_02012023 Page 3 of 390 Page 4 of 5 2. Amended Power Cost Surcharge Rider 02012023 3. Resolution Amending Power Cost Surcharge Rider 13. UNFINISHED BUSINESS 13.a. Review of Applications Received, and Possible Adoption of Resolution Making Appointments to Fill Vacancies on the City of Ukiah Planning Commission. Recommended Action: 1) Review, possibly interview applicants, and discuss applications received; 2) make nominations; 3) adopt resolution making appointments to fill vacant seats on the Planning Commission. Attachments: 1. Resolution 2021-52 2. Applications 3. Proposed Resolution 14. NEW BUSINESS 14.a. Annual Report on Public Spaces Commission Status and Outreach Plan. Recommended Action: Receive report. Attachments: 1. PSC Outreach Plan 2023dRAFT 2. 2023 Schedule DRAFT 14.b. Receive Updates on City Council Committee and Ad Hoc Assignments, and, if Necessary, Consider Modifications to Assignments and/or the Creation/Elimination of Ad Hoc(s). Recommended Action: Receive report(s). The Council will consider modifications to committee and ad hoc assignments along with the creation/elimination ad hoc(s). Attachments: 1. City Council Special Assignments 15. CLOSED SESSION - CLOSED SESSION MAY BE HELD AT ANY TIME DURING THE MEETING 15.a. Conference with Legal Counsel – Anticipated Litigation (Government Code Section 54956.9(d)(2)) Significant exposure to litigation pursuant to paragraph (2) of subdivision (d) of Section 54956.9: (1 case) 15.b. Conference with Legal Counsel – Anticipated Litigation (Government Code Section 54956.9(d)(2) or (3)) Significant exposure to litigation pursuant to paragraph (2) or (3) of subdivision (d) of Section 54956.9: (1 case)) 15.c. Conference with Legal Counsel – Existing Litigation (Government Code Section 54956.9(d)(1) Name of case: Roofing & Solar Construction, Inc. v. City of Ukiah et al., Mendocino County Superior Court Case No. 22CV00048 15.d. Conference with Legal Counsel – Existing Litigation (Government Code Section 54956.9(d)(1)) Name of case: Vichy Springs Resort v. City of Ukiah, Et Al; Case No. SCUK-CVPT-2018-70200 15.e. Conference with Legal Counsel – Existing Litigation (Government Code Section 54956.9(d)(1)) Name of case: Russian River Keepers et al. v. City of Ukiah, Case No. SCUK-CVPT-20-74612 Page 4 of 390 Page 5 of 5 15.f. Conference with Real Property Negotiators (Cal. Gov’t Code Section 54956.8) Property: APN Nos: 003-260-01, 003-500-14 Negotiator: Sage Sangiacomo, City Manager; Negotiating Parties: Eric Crane and Francine Selim Under Negotiation: Price & Terms of Payment 15.g. Conference with Labor Negotiator (54957.6) Agency Representative: Sage Sangiacomo, City Manager Employee Organizations: All Bargaining Units 16. ADJOURNMENT Please be advised that the City needs to be notified 72 hours in advance of a meeting if any specific accommodations or interpreter services are needed in order for you to attend. The City complies with ADA requirements and will attempt to reasonably accommodate individuals with disabilities upon request. Materials related to an item on this Agenda submitted to the City Council after distribution of the agenda packet are available for public inspection at the front counter at the Ukiah Civic Center, 300 Seminary Avenue, Ukiah, CA 95482, during normal business hours, Monday through Friday, 8:00 am to 5:00 pm. I hereby certify under penalty of perjury under the laws of the State of California that the foregoing agenda was posted on the bulletin board at the main entrance of the City of Ukiah City Hall, located at 300 Seminary Avenue, Ukiah, California, not less than 72 hours prior to the meeting set forth on this agenda. Kristine Lawler, City Clerk Dated: 1/27/23 Page 5 of 390 Page 1 of 2 Agenda Item No: 4.a. MEETING DATE/TIME: 2/1/2023 ITEM NO: 2023-2310 AGENDA SUMMARY REPORT SUBJECT: Proclamation Recognizing February 2023 as Black History Month in the City of Ukiah. DEPARTMENT: City Manager / Admin PREPARED BY: Maria Ceja, Administrative Analyst PRESENTER: Mari Rodin, City Council, Mayor ATTACHMENTS: 1. Black History Month Proclamation 2023 2. Mendo Black Lives Matter Flyer 2023 Summary: The City Council will issue a proclamation recognizing February 2023 as Black History Month in the City of Ukiah. Background: Black History Month is a national annual celebration observed in February of each year to recognize achievements by African Americans. Black History Month can be traced back to 1926, and since 1976, every American president has designated February as Black History Month and has endorsed a specific theme. The Black History Month 2023 theme, "Black Resistance", focuses on noting the strength of African Americans in resisting oppression in various forms throughout history and in the present day. Discussion: Black History Month reminds us to continue to fight for justice and equality. Therefore, the Ukiah City Council will issue a proclamation (Attachment 1) recognizing Black History Month as a uniting call for all of us to work towards a more diverse, supportive, inclusive and protective community. A flyer with local events has been attached (Attachment 2). Recommended Action: Issue Proclamation. BUDGET AMENDMENT REQUIRED: CURRENT BUDGET AMOUNT: PROPOSED BUDGET AMOUNT: FINANCING SOURCE: PREVIOUS CONTRACT/PURCHASE ORDER NO.: COORDINATED WITH: DIVERSITY-EQUITY INITIATIVES (DEI): Goal 1 – Create and sustain a diverse, equitable, and inclusive workplace and workforce that reflects, values, and celebrates the diverse community we serve. Goal 3 – Recruit, retain and advance a community of staff that reflects, values, and celebrates the diversity of the community we serve. Goal 4 – Identify and actively engage underrepresented communities in which to retain, expand, develop, and implement programs. CLIMATE INITIATIVES (CI): Page 6 of 390 Page 2 of 2 Page 7 of 390 WHEREAS, Black History Month is observed in February of each year and is a national annual celebration and recognition of achievements by African Americans; and WHEREAS, Black History Month seeks to recognize the central role that African Americans have played in our nation’s history and to honor the many achievements and contributions African Americans have made and continue to make in our society; and WHEREAS, Black History Month can be traced back to 1926 when the writer and scholar Dr. Carter G. Woodson, the “Father of Black History Month,” initiated the celebration which corresponded with the birthdays of Frederick Douglass and Abraham Lincoln, and in 1975, the celebration was expanded to include the entire month of February; and WHEREAS, Since 1976, every American president has designated February as Black History Month and has endorsed a specific theme; and WHEREAS, The Black History Month 2023 theme, Black Resistance, specifically noting the strength of African Americans in resisting oppression of various forms throughout history and in the present day; and WHEREAS, Black History Month reminds us to continue to fight for justice and equality and should be a uniting call to our nation to continue to work for a more diverse, supportive, inclusive, and protective union; and WHEREAS, Black History Month celebrates the many achievements and contributions made by African Americans, including our local heroes; and WHEREAS, we welcome the community to participate in the celebration and recognition of Black History Month. Information can be found on the Mendo Black Lives Matter Facebook page or by visiting https://www.mendoblm.com, the Association for the Study of African American Life and History (ASALH) 2023 Virtual Black History Month Festival at http://www.asalh.org/festival, and the Smithsonian National Museum of African American History & Culture at http://www.nmaahc.si.edu/events. NOW, THEREFORE BE IT RESOLVED that the City Council of the City of Ukiah hereby proclaims February 2023, as Black History Month in the City of Ukiah Signed and sealed, this 1st day of February in the year Two Thousand and Twenty-Three. Mari Rodin City Council, Mayor C I T Y O F U K I A H RECOGNIZING FEBRUARY 2023 AS “BLACK HISTORY MONTH” IN THE CITY OF UKIAH Attachment 1 Page 8 of 390 Attachment 2 Page 9 of 390 AGENDA ITEM 6a Page 1 of 4 CITY OF UKIAH CITY COUNCIL MINUTES Special Meeting CIVIC CENTER COUNCIL CHAMBERS 300 Seminary Avenue, Ukiah, CA 95482 Virtual Meeting Link: https://zoom.us/j/97199426600 Ukiah, CA 95482 January 11, 2023 6:00 p.m. 1. ROLL CALL Ukiah City Council met at a Special Meeting on January 11, 2023, having been legally noticed on January 6, 2023. The meeting was held in person and virtually at the following link: https://zoom.us/j/97199426600. Mayor Rodin called the meeting to order at 6:00 p.m. Roll was taken with the following Councilmembers Present: Juan V. Orozco, Susan Sher, Douglas, F. Crane, and Mari Rodin. Councilmembers Absent by Prearrangement: Josefina Dueňas. Staff Present: Sage Sangiacomo, City Manager; David Rapport, City Attorney; and Kristine Lawler, City Clerk. MAYOR RODIN PRESIDING. 2. PLEDGE OF ALLEGIANCE 3. AB 2449 NOTIFICATIONS AND CONSIDERATIONS 4. PROCLAMATIONS/INTRODUCTIONS/PRESENTATIONS a. City Council to Receive the Annual Diversity and Equity Report. Presenters: Traci Boyl, Senior Analyst and Maria Conchita Ceja, Administrative Analyst. Public Comment: Xochilt Morales de Martinez. Report was received. 5. PETITIONS AND COMMUNICATIONS City Clerk, Kristine Lawler, stated that no communications had been received. 6. APPROVAL OF MINUTES a. Approval of the Minutes for the December 21, 2022, Regular Meeting. Motion/Second: Crane/Sher to approve Minutes of December 21, 2022, a regular meeting, as submitted. Motion carried by the following roll call votes: AYES: Sher, Crane, and Rodin. NOES: None. ABSENT: Dueňas. ABSTAIN: Orozco. 7. RIGHT TO APPEAL DECISION 8. CONSENT CALENDAR a. Approve a Budget Amendment for Solid Waste Clean-Up and Abatement Activities in the Amount of $34,000 - Finance. b. Adoption of Resolution (2023-01) Approving the City of Ukiah's Qualified Contractors List for 2023 – City Clerk. Page 10 of 390 City Council Minutes for January 11, 2023, Continued: Page 2 of 4 c. Adoption of Resolution (2023-02) of the City Council Reconsidering the Circumstances of the State of Emergency and Implementing Teleconferencing Requirements for City Council and Board and Commission Meetings During a Proclaimed State of Emergency Due to the COVID- 19 Pandemic – City Attorney. d. Approval of Contract Amendment (COU No. 2122-118-A2) with GHD Inc. for Additional Design Support for the Great Redwood Trail Phase 4 Project in the Amount of $61,958.00 – Public Works. e. Consideration of Adoption of Resolution (2023-03) Reappointing Members to the Diversity and Equity Standing Committee - Administration. f. Consideration of Award of Contract (COU No. 2223-156) for the Gobbi Street Electric Service Overhead to Underground Conversion, Specification 22-09, to James Day Construction, DBA Coastal Mountain Electric, in the Amount of $113,271.10 – Electric Utility. g. Report to Council for the Purchase of Services (PO No. XXXXX) from SMB Environmental for Environmental Construction Inspection and Monitoring Services for the Recycled Water Project – Phase 4 at the Waste Water Treatment Plant, in the Amount of $56,000 – Public Works. h. Approve Purchase Order Number 48215-00 in the Amount of $48,002.52 for the Replacement of Knox Box Key Cores throughout the Ukiah Valley Fire District – Community Development. i. Approve Award of Contract (COU No. 2123-157) to the KPA Group for Phase Two Design Services for the City's Customer Service Center at 501 South State Street in the Amount of up to $117,625 – Administration. Motion/Second: Crane/Orozco to approve Consent Calendar Items 7a-7i, as submitted. Motion carried by the following roll call votes: AYES: Orozco, Sher, Crane, and Rodin. NOES: None. ABSENT: Dueňas. ABSTAIN: None. 9. AUDIENCE COMMENTS ON NON-AGENDA ITEMS No public comment was received. 10. COUNCIL REPORTS Presenter: Mayor Rodin 11. CITY MANAGER/CITY CLERK REPORTS Presenters:  Sewer Treatment Inflow Discussion – Sean White, Water Resources Director.  Storm Response Update – Traci Boyl, Senior Analyst     Administrative Services Day – Sage Sangiacomo, City Manager    Petition from Hastings (east of Hwy 101) Businesses Regarding On-street Parking – Sage Sangiacomo, City Manager 12. PUBLIC HEARINGS (6:15 PM) 13. UNFINISHED BUSINESS Page 11 of 390 City Council Minutes for January 11, 2023, Continued: Page 3 of 4 14. NEW BUSINESS a. Receive Updates; Discussion and Appointments Regarding 2023 Council Assignments; and Consideration of Disbandment and Modification to City Council Committees and Ad Hocs/Standing Committees. Presenter: Mayor Rodin. Staff Comment: Shannon Riley, Deputy City Manager. Motion/Second: Crane/Orozco to appoint Councilmembers Orozco and Sher to the Fire Executive Committee. Motion carried by the following roll call votes: AYES: Orozco, Sher, Crane, and Rodin. NOES: None. ABSENT: Dueňas. ABSTAIN: None. Motion/Second: Crane/Orozco to adopt the 2023 City Councilmember Special Assignment List, including ad hoc additions, modifications, and disbandments; and direct the Citiy Clerk to finalize and attach the List to the January 11, 2023, Minutes (attached). Motion carried by the following roll call votes: AYES: Orozco, Sher, Crane, and Rodin. NOES: None. ABSENT: Dueňas. ABSTAIN: None. THE CITY COUNCIL ADJOURNED TO CLOSED SESSION AT 8:19 P.M. 15. CLOSED SESSION a. Conference with Legal Counsel – Anticipated Litigation (Government Code Section 54956.9(d)(2)) Significant exposure to litigation pursuant to paragraph (2) of subdivision (d) of Section 54956.9: (2 cases) b. Conference with Legal Counsel – Anticipated Litigation (Government Code Section 54956.9(d)(2) or (3)) Significant exposure to litigation pursuant to paragraph (2) or (3) of subdivision (d) of Section 54956.9: (1 case) c. Conference with Legal Counsel – Existing Litigation (Government Code Section 54956.9(d)(1) Name of case: Roofing & Solar Construction, Inc. v. City of Ukiah et al., Mendocino County Superior Court Case No. 22CV00048 d. Conference with Legal Counsel – Existing Litigation (Government Code Section 54956.9(d)(1)) Name of case: Vichy Springs Resort v. City of Ukiah, Et Al; Case No. SCUK-CVPT-2018- 70200 e. Conference with Legal Counsel – Existing Litigation (Government Code Section 54956.9(d)(1)) Name of case: Russian River Keepers et al. v. City of Ukiah, Case No. SCUK-CVPT-20-74612 f. Conference with Real Property Negotiators (Cal. Gov't Code Section 54956.8) Property: APN Nos: 003-190-11 Negotiator: Sage Sangiacomo, City Manager Negotiating Parties: Dave Hull Under Negotiation: Price & Terms of Payment Page 12 of 390 City Council Minutes for January 11, 2023, Continued: Page 4 of 4 g. Conference with Real Property Negotiators (Cal. Gov’t Code Section 54956.8) Property: APN Nos: 003-260-01, 003-500-14 Negotiator: Sage Sangiacomo, City Manager; Negotiating Parties: Eric Crane and Francine Selim Under Negotiation: Price & Terms of Payment h. Conference with Labor Negotiator (54957.6) Agency Representative: Sage Sangiacomo, City Manager Employee Organizations: All Bargaining Units i. Public Employee Performance Evaluation (Government Code Section 54956 Title: City Manager No action reported; direction provided to Staff. 15. ADJOURNMENT There being no further business, the meeting adjourned at 9:55 p.m. ________________________________ Kristine Lawler, City Clerk Page 13 of 390 2023 CITY COUNCIL SPECIAL ASSIGNEMENTS LOCAL / UKIAH VALLEY MTG DATE/TIME MEETING LOCATION MAILING ADDRESS/CONTACT COMMITTEE FUNCTION ASSIGNED TO PRINCIPAL STAFF SUPPORT 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 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 Traci Boyl, City Manager's Office Management Analyst; 467-5720; tboyl@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 Rodin Duenas - Alternate Shannon Riley, Deputy City Manager; 467-5793 sriley@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 Rodin Orozco- Alternate Sean White, Director of Water Resources; 463-5712 swhite@cityofukiah.com North Coast Opportunities (NCO)4th Wednesday of month, 2 p.m. Alternating locations - Ukiah and Lakeport Governing Board Chair North Coast Opportunities 413 North State Street Ukiah, CA 95482 Assist low income and disadvantaged people to become self reliant Burgess Jake Burgess, Community Services Supervisor; 463-6201 jburgess@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 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 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 MENDOCINO COUNTY MTG DATE/TIME MEETING LOCATION MAILING ADDRESS/CONTACT COMMITTEE FUNCTION ASSIGNED TO PRINCIPAL STAFF SUPPORT 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 - Primary; Vice Mayor - Alternate) Mayor Rodin Vice Mayor Duenas - Alternate Kristine Lawler, City Clerk; 463-6217 klawler@cityofukiah.com 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 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 Duenas Kristine Lawler, City Clerk; 463-6217; klawler@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 Rodin 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 W est 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 Rodin Duenas - 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 Duenas Sher - Alternate Tim Eriksen, Public Works Director/City Engineer; 463-6280 teriksen@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 Liaisons: Owen/Schlatter Greg Owen, Airport Manager; 467-2855; gowen@cityofukiah.com Craig Schlatter, Director of Community Development; 463-6219; cschlatter@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 Rodin Crane - Desired Alternate if appointment becomes available with City Selection Committee Craig Schlatter, Director of Community Development; 463-6219; cschlatter@cityofukiah.com 1/13/2023 Page 14 of 390 2023 CITY COUNCIL SPECIAL ASSIGNEMENTS MENDOCINO COUNTY Continued MTG DATE/TIME MEETING LOCATION MAILING ADDRESS/CONTACT COMMITTEE FUNCTION ASSIGNED TO PRINCIPAL STAFF SUPPORT 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 Crane 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 Sher Duenas - Alternate Tim Eriksen, Public Works Director/City Engineer; 463-6280 teriksen@cityofukiah.com 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, Police Captain Duenas - Alternate Cedric Crook, Police Captain 463-6771; ccrook@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 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 REGIONAL MTG DATE/TIME LOCATION MAILING ADDRESS/CONTACT COMMITTEE FUNCTION ASSIGNED TO PRINCIPAL STAFF SUPPORT Great Redwood Trail Agency Bi-monthly, 3rd Thursdays, 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 Rodin Duenas - Alternate Neil Davis, Community Services Director 467-5764 ndavis@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 Orozco Duenas -Alternate Sage Sangiacomo, City Manager; 463-6221 ssangiacomo@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 425 South Main St., Sebastopol, CA 95472 508-3670 Consider issues related to Russian river - plans projects and funding requests Rodin Sher - Alternate Tim Eriksen, Public Works Director/City Engineer; 463-6280 teriksen@cityofukiah.com Northern California Power Agency (NCPA) Commission 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 State and local power utilities developing and operating power generation, providing scheduling and related energy services and providing regulatory and legislative support. Crane - Commissioner Sauers - Alternate and Commissioner in absence of Commissioner Crane Cindi Sauers - Electric Utility Director; 463-6286 csauers@cityofukiah.com Northern California Power Agency (NCPA) – Lodi Energy Center (LEC) Appointment 2nd Monday of  month, 10:00 AM Lodi, CA and other locations 651 Commerce Drive Roseville, CA 95678 916-781-4299 Committee oversees the operation, maintenance and  expenditures of the LEC 300 MW generating project. Sauers – Project Participate  Appointee Cindy Sauers, Electric Utility Director, 463‐6286, csauers@cityofukiah.com Transmission Agency of Northern California (TANC) 4th Wednesday of month, 10 a.m. 35 Iron Point Circle Suite 225 Folsom, CA 35 Iron Point Cir #225 Folsom, CA 95630 916-852-1673; info@tanc.us Provide electric transmission to its Member utilities through transmission line ownership or contract arrangements. Crane Sauers - Alternate Cindi Sauers - Electric Utility Director; 463-6286 csauers@cityofukiah.com STANDING COMMITTEES MTG DATE/TIME LOCATION MAILING ADDRESS/CONTACT COMMITTEE FUNCTION ASSIGNED TO PRINCIPAL STAFF SUPPORT Diversity and Equity 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 Fire Executive Committee 2nd Wednesdays of month, 3:45 p.m. Ukiah Valley Conference Center, 200 S. School Street Ukiah, CA 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/Sher Doug Hutchison, Fire Chief; 463-6263; dhutchison@cityofukiah.com 1/13/2023 Page 15 of 390 COMMITTEE ASSIGNED TO PRINCIPAL STAFF SUPPORT Electric Grid Operational Improvements Crane/Orozco Cindy Sauers, Electric Utility Director; 463-629586 csauers@cityofukiah.com Trench Cut Policy Development Crane Tim Eriksen, Public Works Director/City Engineer; 463-6280 teriksen@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 Craig Schlatter, Community Development Director 463-6219 cschlatter@cityofukiah.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/Orozco Dan Buffalo, Director of Finance;  463‐6220 dbuffalo@cityofukiah.com Sean White, Water Resources Director 463‐5712 swhite@cityofukiah.com  Orr Street Bridge Corridor Rodin/Sher Tim Eriksen, Public Works Director/City Engineer; 463-6280 teriksen@cityofukiah.com Complete Streets Rodin/Crane Tim Eriksen, Public Works Director/City Engineer; 463-6280 teriksen@cityofukiah.com Shannon Riley, Deputy City Manager 467-5793 sriley@cityofukiah.com Neil Davis, Community Services Director 467-5764 ndavis@cityofukiah.com Special Districts (Water District Consolidation)Orozco/Crane Shannon Riley, Deputy City Manager 467‐5793 sriley@cityofukiah.com Corp Yard Planning Crane/Orozco Jason Benson, Senior Civil Engineer  463‐6284 jbenson@cityofukiah.com Police Chief Recruitment Rodin/Sher Shannon Riley, Deputy City Manager 467‐5793 sriley@cityofukiah.com City/District Review of 2019/22 Proposed Fire Code Crane/Orozco Doug Hutchison, Fire Chief 463‐6263 dhutchison@cityofukiah.com Mendocino County Courthouse Project and Reuse Sher/Orozco Shannon Riley, Deputy City Manager 467‐5793 sriley@cityofukiah.com 2023 AD HOC COMMITTEES 1/13/2023 Page 16 of 390 Page 1 of 2 Agenda Item No: 8.a. MEETING DATE/TIME: 2/1/2023 ITEM NO: 2022-1479 AGENDA SUMMARY REPORT SUBJECT: Report of Disbursements for the Month of December 2022. DEPARTMENT: Finance PREPARED BY: Candice Rasmason, Accounts Payable PRESENTER: Consent Calendar ATTACHMENTS: 1. December 2022 Summary of Disbursements 2. Account Codes for Reference 3. Object Codes for Reference 4. December 2022 Disbursement Detail Summary: The Council will review and consider approval of the Report of Disbursements for the month of December 2022. Background: Payments made during the month of December 2022 are summarized in the Report of Disbursements. Further detail is supplied on the Schedule of Bills, representing the four (4) individual payment cycles within the month. Accounts Payable Check Numbers (City & UVFA): 3050563-3050687; 3050688-3050800; 3050801-3050935; 3050936-3051016 Accounts Payable Wire Transfers: 77-79 Payroll Check Numbers: 512278-512363; 512368-512453; 512454-512537 Payroll Manual Check Numbers: 512364-512367 Direct Deposit Numbers: 115849-116165; 116166-116484; 116485-116797 Manual Direct Deposit Numbers: N/A Void Check Numbers: 3050141, 3049140, 3050526 Void Direct Deposit Numbers: N/A Discussion: This report is submitted in accordance with Ukiah City Code Division 1, Chapter 7, Article 1. Attachment #1: December 2022 Summary of Disbursements Attachment #2: Account Codes for Reference Attachment #3: Object Codes for Reference Attachment #4: December 2022 Disbursement Detail Recommended Action: Approve the Report of Disbursements for the Month of December 2022. Page 17 of 390 Page 2 of 2 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 18 of 390 Attachment 1 FUNDS: 100 General Fund $320,319.34 700 Sanitary Disposal Site Fund $99,450.21 101 GF-(Sub-Fund) Visit Ukiah 701 Landfill Corrective Fund 105 GF-(Sub-Fund) Fire Authority $230,342.82 702 Disposal Closure Reserve Fund $52,113.94 110 Special General Fund 704 Post Closure Fund - Solid Waste 120 Streets Capital Improvement $593,366.03 710 Ambulance Services Fund $115,554.13 130 Gov'tl Debt SVC/Reserve Fund 720 Golf Fund $7,626.58 131 Debt Service Reserve 2022 LRB 730 Confernence Center Fund $15,201.24 200 City Adminstrative Services $113,807.66 750 Visit Ukiah 201 Worker's Comp Fund $3,300.48 777 Airport Fund $80,332.31 202 Liability Fund 778 Airport Capital Improvement Fund $19,075.88 203 Garage Fund $18,762.36 779 Special Aviation Fund 204 Purchasing Fund $1,645.40 800 Electric Fund $1,204,804.75 205 Billing & Collections Fund $18,751.11 801 Electric Capital Reserve Fund $61,020.97 206 Public Safety Dispatch Fund $6,417.57 803 Lake Mendocino Bond Reserve 207 Payroll Posting Fund $321,206.52 805 Street Lighting Fund 208 Building Maintenance/Corp Yard Fund $31,496.53 806 Public Benefits Fund $77,930.00 209 IT Fund $149,858.42 807 Cap and Trade 220 Equipment Reserve Fund 820 Water Fund $136,170.97 249 City Housing Bond Proceeds 822 Water Capital Improvement Fund $8,842.42 250 Special Revenue Fund 830 Recycled Water Fund $7,497.99 251 Special Projects Reserve Fund 840 City/District Sewer Fund $279,979.66 252 Streets/ROW Improvement Fund $2,271,418.27 841 Sewer Contruction Fund 253 CITY PROP 172 $19,441.08 843 Sewer Capital Fund 300 Park Development Fund 900 Special Deposit Trust $1,836.86 301 Anton Stadium Fund $0.00 901 General Service (Accts Recv)$374.21 302 Observatory Park Fund 902 U.S.W. Billing & Collection $62,224.40 304 Swimming Pool Fund $0.00 903 Public Safety - AB 109 $0.00 305 Riverside Park Fund $0.00 905 Federal Emergency Shelter Grant 306 Skate Park Fund $0.00 905 Mendocino Emergency Service Authority 310 Museum Grants 911 Russian River Watershed Association $77,499.73 311 Alex Rorbaugh Recreation Center Fund $14,194.71 915 UVFD $729.27 312 Downtown Business Improvement Fund 916 UVFD PROP 172 313 LMIHF Housing Asset Fund 917 UVFD Measure B $18,731.86 314 Winter Special Events $6,167.26 918 UVFD Mitigation $1,361.79 315 Advanced Planning Fund $34,063.59 940 Sanitation District Special Fund 316 SPECIAL RECREATION EVENTS $100.06 942 Rate Stabilization - UVSD Fund 500 2106 Gas Tax Fund 943 Sanitation District Capital Improvement Fund 501 2107 Gas Tax Fund 952 REDIP Sewer Enterprise Fund 503 2105 Gas Tax Fund 960 Community Redevelopment Agency 505 Signalization Fund 961 RDA Housing Pass-Through 506 Bridge Fund 962 Redevelopment Housing Fund 507 1998 STIP Augmentation Fund 963 Housing Debt 508 SB325 Reimbursement Fund 964 RDA Capital Pass-Through 509 S.T.P. Fund $354.07 965 Redevelopment Capital Improvement Fund 510 Trans-Traffic Congest Relief Fund 966 Redevelopment Debt Service 511 Rail Trail Fund $321.99 967 Housing Bond Proceeds 600 Community Development Block Grant 968 Non-Housing Bond Proceeds 601 EDBG 94-333 Revolving Loan 969 RDA Obligation Retirement Fund $733,682.58 602 Community Development Fund 844/944 Sewer Capital Projects Fund $9,369.42 603 08-HOME-4688 604 CDBG Grant 09-STBG-6417 605 11-HOME-7654 Fund $0.00 606 CDBG Grant 10-EDEF-7261 607 Prop 84 Grant Fund 609 13-CDBG-8940 610 City RDA Projects Fund Retainage Withheld $144,520.61 613 Home Program Activities 611 CDBG 16-CDBG-11147 $41,219.60 620 CASP Train 630 Asset Seizure Fund $440.00 631 Asset Seizure Fund (Drug/Alcohol) 633 H & S Education 11489(B)(2)(A1) 634 Federal Asset Seizure Grants 635 SUP Law Enforcement Service Fund 636 CBTHP Officer 637 Local Law Enforcement Block Grant 638 Asset Forfeiture 11470.2 H & S 639 Special Revenue - Police 640 Parking District Fund $567.95 670 Federal American Rescue Fund 691 Museum Fund 695 Transfer Station Fund 696 Solid Waste Mitigation Fund $13,994.80 PAYROLL CHECK NUMBERS: 512278-512363 TOTAL DEMAND PAYMENTS- A/P CHECKS $7,427,489.40 DIRECT DEPOSIT NUMBERS: 115849-116165 TOTAL DEMAND PAYMENTS- EFT's $0.00 PAYROLL PERIOD: 11/13/22-11/26/22 TOTAL PAYROLL CHECKS & DIRECT DEPOSITS $1,300,044.65 PAYROLL CHECK NUMBERS: 512368-512453 TOTAL PAYROLL EFT's (TAXES, PERS, VENDORS)$719,386.15 DIRECT DEPOSIT NUMBERS: 116166-116484 * vendor name( if applicable) PAYROLL PERIOD: 11/27/22-12/10/22 PAYROLL CHECK NUMBERS: 512454-512537 DIRECT DEPOST NUMBERS: 116485-116797 PAYROLL PERIOD: 12/11/22-12/24/22 VOID CHECK NUMBERS: TOTAL PAYMENTS $9,446,920.20 3050141, 3049140, 3050526 512364-512367 WIRE TRANSFER NUMBERS: 77-79 CERTIFICATION OF CITY CLERK This register of Payroll and Demand Payments was duly approved by the City Council on ____________________. City Clerk APPROVAL OF CITY MANAGER CERTIFICATION OF DIRECTOR OF FINANCE I have examined this Register and approve same.I have audited this Register and approve for accuracy and available funds. ____________________________________________________________________________________________ MANUAL CHECK NUMBERS: CITY OF UKIAH REPORT OF DISBURSEMENTS REGISTER OF PAYROLL AND DEMAND PAYMENTS FOR THE MONTH OF DECEMBER Page 19 of 390 Account Code Summary Attachment 2 10000000 GENERAL FUND 20012300 COMMUNITY OUTREACH/PUBLIC INFO 10017200 SUCCESSOR AGENCY 20012500 CITY CLERK 10020000 POLICE - GEN FUND 20012600 ECONOMIC DEVELOPMENT 10020210 POLICE PATROL 20012800 EMERGENCY MANAGEMENT 10020214 POLICE VOLUNTEERS 20013210 ACCOUNTS PAYABLE 10020216 COPS GRANT 20013220 PAYROLL 10020217 POLICE ANIMAL CONTROL 20013400 ACCOUNTING 10020218 POLICE CSO 20013401 BUDGET MANAGEMENT 10020220 CODE ENFORCEMENT 20014000 CITY ATTORNEY 10020224 MAJOR CRIMES TASK FORCE 20015100 CITY TREASURER 10021210 CITY FIRE 20016100 HUMAN RESOURCES 10022100 PARKS 20023510 HOUSING GRANTS 10022300 AQUATICS 20023520 NON-HOUSING GRANTS 10022700 MUSEUM - GEN FUND 20100000 WORKER'S COMP FUND 10022810 RECREATION ADMINISTRATION 20116220 WORKERS COMPENSATION 10022821 ADULT BASKETBALL 20200000 LIABILITY FUND 10022822 ADULT SOFTBALL 20216200 RISK MANAGEMENT 10022824 CO-ED VOLLEYBALL 20300000 GARAGE FUND 10022831 YOUTH BASKETBALL 20324100 GARAGE 10022832 YOUTH SOFTBALL 20324110 FLEET MAINTENANCE 10022840 DAY CAMP 20400000 PURCHASING FUND 10022850 CLASSES & CLINICS 20413500 PURCHASING 10022860 SPECIAL ACTIVITIES 20413510 CAPITAL ASSET MANAGEMENT 10022900 COMM SVCS SPECIAL SERVICES 20413520 GRANTS AND SPECIAL PROJECTS 10023100 PLANNING SERVICES 20414000 LEGAL SERVICES/EXPENSES 10023110 CURRENT PLANNING 20500000 BILLING AND COLLECTION FUND 10023300 BUILDING INSPECTION 20513300 UTILITY BILLING 10023320 BUILDING INSPECTION 20513380 METERING-ELECTRIC 10023411 CDBG GENERAL ADMIN 20513382 METERING-WATER 10024200 ENGINEERING/STREETS 20600000 PUBLIC SAFETY DISPATCH FUND 10024210 ENGINEERING 20620231 POLICE UKIAH DISPATCH 10024214 TRAFFIC SIGNAL OPERATIONS 20620232 POLICE FT BRAGG DISPATCH 10024224 STORM WATER 20700000 PAYROLL POSTING FUND 10024310 CORP YARD MAINTENANCE 20800000 BUILDING & MAINTENANCE 10024620 STREETS 20822500 BUILDING & MAINTENANCE 10100000 GF- (SUB-FUND) VISIT UKIAH 20824300 BLDG MAINT CORP YARD 10112700 GF-(SUB-FUND) VISIT UKIAH 20900000 IT FUND 10500000 MEASURE S GENERAL FUND 20913900 INFORMATION TECHNOLOGY 10521210 FIRE AUTHORITY 22000000 FIXED ASSET FUND 12000000 STREET REHABILITATION 25100000 SPECIAL PROJECTS RESERVE FUND 12024200 PUBLIC WORKS ENGINEERING 25200000 STREETS/ROW IMPROVEMENT FUND 13000000 GOV'TL DEBT SVC/RESERVE FUND 25224220 STREETS/ROW IMPROVEMENT FUND 13100000 DEBT SERVICE RESERVE 2022 LRB 25300000 PROP 172 FUND 20000000 CITY ADMINISTRATIVE SERVICES 25321210 CITY FIRE 20010000 CITY COUNCIL 30000000 PARK DEVELOPMENT FEES FUND 20012100 CITY MANAGER 30022200 PARK DEVELOPMENT 20012200 ADMINISTRATIVE SUPPORT 30100000 ANTON STADIUM FUND Page 20 of 390 Account Code Summary Attachment 2 30200000 OBSERVATORY PARK FUND 63500000 SUP.LAW ENFORCE.SVC.FD(SLESF) 30300000 PLAYGROUND & PARK AMENITIES FU 63520210 SLESF 30322230 PLAYGROUND AND PARK AMENITIES 63600000 CBTHP OFFICER 30400000 SWIMMING POOL FUND 63620210 CBTHP OFFICER 30522250 RIVERSIDE PARK 63800000 ASSET FORFEITURE 11470.2 H&S F 30600000 SKATE PARK FUND 63820210 ASSET FORFEITURE 11470 EXPENDI 30700000 SOFTBALL COMPLEX FUND 63900000 SPECIAL REVENUE POLICE 31100000 ARRC GENERAL OPERATING FUND 64000000 PKG. DIST. #1 OPER & MAINT FUN 31122000 ARRC 64012600 ECONOMIC DEVELOPMENT 31200000 DOWNTOWN BUSINESS IMPROVEMENT 64020213 POLICE PARKING ENFORCEMENT 31212600 ECONOMIC DEVELOPMENT 67000000 FEDERAL AMERICAN RESCUE FUNDS 31300000 LMIHF HOUSING ASSET FUND 69500000 TRANSFER STATION 31323400 HOUSING 69624000 SOLID WASTE MITIGATION FUND 31323431 LMI GENERAL ADMIN 70000000 SANITARY DISPOSAL SITE FUND 31500000 ADVANCED PLANNING FUND 70024500 LANDFILL 700 31523100 COMMUNITY PLANNING 70124500 LANDFILL CORRECTIVE 31600000 SPECIAL RECREATION EVENTS 70200000 DISPOSAL CLOSURE RESERVE FUND 31622861 SPECIAL RECREATION EVENTS 70224500 LANDFILL CLOSURE 50000000 GAS TAX FUND 70400000 POST CLOSURE FUND-SOLID WASTE 50024214 TRAFFIC SIGNAL OPERATIONS 71000000 AMBULANCE SERVICES FUND 50500000 SIGNALIZATION FUND 71021100 AMBULANCE SERVICES 50800000 SB325 REIMBURSEMENT FUND 72000000 GOLF FUND 50824210 SB325 ENGINEERING 72022400 GOLF 50900000 S.T.P.73000000 CONFERENCE CENTER FUND 50924210 STP ENGINEERING 73022600 CONFERENCE CENTER 51100000 RAIL TRAIL FUND 77700000 AIRPORT FUND 51124210 Rail Trail 77714000 CITY ATTORNEY 60000000 COMM. DEVELOPMT. BLOCK GRANT F 77725200 AIRPORT OPERATIONS 60023411 CDBG GENERAL ADMIN 77800000 AIRPORT CAPITAL IMPROVEMENT FU 60023412 CDBG ACTIVITY DELIVERY 77825200 AIRPORT CAPITAL 61100000 CDBG 16-CDBG-11147 77900000 SPECIAL AVIATION FUND 61112600 CDBG ECONOMIC DEVELOPMENT 77925200 AIRPORT SPECIAL 61123410 16-CDBG-11147 80000000 ELECTRIC FUND 61123411 CDBG GENERAL ADMIN 80014000 CITY ATTORNEY 61200000 FUND 612 UNASSIGNED 80026110 ELECTRIC OVERHEAD 61223400 HOME CDD HOUSING 80026120 ELECTRIC UNDERGROUND 61223422 HOME ACTIVITY DELIVERY 80026200 TELEMETRY & CALIBRATION 61323400 HOME HOUSING ACTIVITIES 80026210 SUBSTATION 61323421 HOME GENERAL ADMIN 80026220 HYDROELECTRIC PLANT 62000000 CASP CERTIF & TRAINING 80026400 ELECTRIC ADMINISTRATION 62023320 CASP CERTIF & TRAINING 80026440 POWER PURCHASES 63000000 ASSET SEIZURE FUND 80100000 ELECTRIC CAPITAL RESERVE FUND 63020210 ASSET SEIZURE EXPENDITURE 80126100 ELECTRIC CIP 63300000 H&S EDUCATION 11489(B)(2)(A1)80126220 HYDROELECTRIC PLANT 63320210 H&S ASSET SEIZURE EXPENDITURE 80500000 STREET LIGHTING FUND 63400000 FEDERAL ASSET SEIZURE GRANTS F 80526150 STREET LIGHTING 63420250 FED ASSET SEIZURE EXPENDITURE 80600000 PUBLIC BENEFITS CHARGES FUND Page 21 of 390 Account Code Summary Attachment 2 80626450 PUBLIC BENEFITS 80700000 ELECTRIC CAP AND TRADE FUND 80800000 ELECTRIC LOW CARBON FUEL STDS 80826100 ELECTRIC LOW CARBON FUEL STDS 82000000 WATER FUND 82027110 WATER 82027111 PROD OPERATIONS & MAINTENANCE 82027114 DISTRIB OPERATIONS & MAINT 82100000 WATER CAPITAL RESERVE FUND 82200000 WATER CONNECTION FEE FUND 82227113 WATER DISTRIBUTION CAPITAL 83000000 RECYCLED WATER 83027330 RECYCLED WATER 84000000 CITY/DIST. SEWER OPERATING FUN 84027220 WASTE WATER 84027221 CITY WASTE O & M 84027225 WASTE TREATMENT O & M 84100000 SEWER BOND DEBT SERVICE FUND 84127226 WASTEWATER TREATMENT CAPITAL 84200000 RATE STABILIZATION-CITY FUND 84300000 CONNECTION FEE SEWER FUND (CAP 84400000 CITY SEWER CAPITAL PROJECTS FU 84427221 CITY WASTEWATER O&M 844 84427222 CITY WASTE CAPITAL 90000000 SPECIAL DEPOSIT TRUST FUND 91500000 UKIAH VALLEY FIRE DEPARTMENT 91521400 UVFD FIRE ADMINISTRATION 91600000 UVFD PROP 172 91621400 UVFD PROP 172 91700000 UVFD MEASURE B UNASSIGNED 91721400 UVFD FIRE 91800000 UVFD MITIGATION FEES 91821400 UVFD MITIGATION 96900000 REDEVELOPMENT OBLIGATION RETIR 96917200 SUCCESSOR AGENCY 96995669 969 - RDA OBLIGATION RETIREMEN Page 22 of 390 51211 PERS UNFUNDED LIABILITY 54101 POSTAGE 51220 INSURANCE 54102 SMALL TOOLS 51230 WORKERS COMP 54103 LAB SUPPLIES 51240 MEDICARE 54106 SPECIALTY SUPPLIES 51260 FICA 54107 EMS SUPPLIES 51270 UNIFORM ALLOWANCE 54120 PW - SPECIAL SUPPLIES 51290 CELL PHONE STIPEND 54121 PW - ASPHALT CONCRETE 52100 CONTRACTUAL SERVICES 54122 PW - AGGREGATE BASE 52110 AMBULANCE BILLING 54124 PW - CONCRETE/SUPPLIES 52111 DEFIBRILLATOR MAINTENANCE 54125 PW - TRAFFIC PAINT 52112 M. S. OVERSIGHT 54126 PW-PREMARKS 52113 PLANNING STUDIES 54127 PW - SIGN POSTS/SHEETING 52114 COMPLIANCE STUDIES 54128 PW - COLD PATCH MATERIAL 52130 EDUCATIONAL & MARKETING MATL'S 54129 PW - TACK OIL 52131 ASSISTANCE TO SENIORS 54130 PW - SAFETY 52133 MONTHLY DISCOUNT PROGRAM 54131 PW - BARRICADES & CONES 52134 GENERAL ADMIN 54161 BACKGROUND & PHYSICALS 52135 ENERGY CONSERVATION PROGRAM 54162 ADVERTISING 52137 PUBLIC BENEFITS PROGRAM MGMT 54163 INTERVIEW SUPPLIES 52139 RESEARCH DEVELOPMENT & DEMO 54165 NEW EMPLOYEE FINGERPRINT 52150 LEGAL SERVICES/EXPENSES 54166 DOT TESTING PROGRAM 52151 EMPLOYEE BENEFIT ADMIN FEES 54167 EMPLOYEE DEVELOPMENT 52155 ACTIVITY DELIVERY 54169 LIVESCAN 52180 SECURITY SERVICES 54201 PRISONER EXPENSE 52181 VOLUNTEER EXPENSES 54202 MAJOR CRIME INVESTIGATIONS 52301 PROPERTY TAX ADMIN FEE 54203 RECRUITMENT 52304 LAFCO FEES AND PROP TAX EXP 54320 SOFTWARE 52500 TRUSTEE FEES 54330 COMPUTER AND TECHNOLOGY 52510 ADVERTISING & PROMOTION 54500 EQUIP RENTS AND LEASES 52515 ADVERTISING & PUBLICATION 54700 FINES & PENALTIES 52521 LIABILITY INSURANCE PREMIUM 55100 TELEPHONE 52522 LIABILITY & PROPERTY DEDUCT 55200 PG&E 52524 PROPERTY INSURANCE PREMIUM 55210 UTILITIES 52525 WORKER'S COMP. EXPENSE 56100 VEHICLE & EQUIPMENT MAINT. & R 52526 REMIF ASSESSMENT PAYMENTS 56112 EQUIPMENT PARTS FOR RESALE 52527 A.D.P. PREMIUM & DEDUCTIBLE 56120 EQUIPMENT MAINTENANCE & REPAIR 52528 LIABILITY INSURANCE 56125 LAB EQUIP-REPAIR & MAINT. 52529 EARTHQUAKE & FLOOD (DIC)56130 EXTERNAL SERVICES 52532 SAFETY & TRAINING SUPPORT 56210 FUEL & FLUIDS 52533 UVFA RETIREE HEALTH INS 56300 BUILDING MAINT. & REPAIR 52600 RENT 56410 EQUIPMENT RENTAL - PRIVATE 52601 DATA STORAGE & CONNECTIVITY 56504 FACILITY MAINTENANCE & REPAIR 52602 RENTAL OF CITY PROPERTY 56600 AIRFIELD MAINTENANCE & REPAIR 52841 SUCCESSOR AGENCY ADMIN 57100 LEARNING AND DEVELOPMENT 53000 LAWSUIT SETTLEMENT 57101 CONF & TRAINING-AQUATICS 54100 SUPPLIES 57300 MEMBERSHIPS & SUBSCRIPTIONS Object Code Summary Attachment 3 Page 23 of 390 58101 NCPA PLANT GENERATION 58102 NCPA POWER PURCHASES 58103 NCPA TRANSMISSION 58104 NCPA MANAGEMENT SERVICES 58105 NCPA THIRD PARTY SALES 58202 CHEMICALS 58401 AVIATION FUEL 58410 GARAGE LUBRICANTS & PARTS 58510 REIMBURSABLE JOBS 59100 PROPERTY TAXES PAID 59101 FEES 59102 FRANCHISE FEES 59105 CONTRIBUTIONS TO OTHER AGENCY 59106 SENIOR TRASH SUBSIDY 59108 BANK FEES 59400 OTHER EXPENSES 59500 LOANS ISSUED 59502 SCHOLARSHIPS 61200 PURCHASING ALLOCATION 61300 BILLING & COLLECTION ALLOCATIO 61410 RENT ALLOCATION 61420 BUILDING MAINTENANCE ALLOCATIO 61422 IT ALLOCATION 61430 CORP YARD ALLOCATION 61500 INSURANCE ALLOCATION 61600 GARAGE ALLOCATION 61700 DISPATCH 62100 ADMIN & OVERHEAD ALLOCATION 63000 INTERFUND SERVICES USED 70101 LOAN PAYMENTS MADE 70102 BOND INTEREST EXPENSE 70103 LOAN INTEREST 70201 LOAN PRINCIPAL PAYMENTS 70202 BOND PRINCIPAL PAYMENTS 74500 CAPITAL LEASE PRINCIPAL 74501 CAPITAL LEASE INTEREST 80100 MACHINERY & EQUIPMENT 80210 LAND ACQUISITION 80220 BUILDING IMPROVEMENTS 80230 INFRASTRUCTURE 90100 LOAN PROCEEDS 90101 LOAN PAYMENT RECEIVED Page 24 of 390 Attachment 4 Page 25 of 390 Page 26 of 390 Page 27 of 390 Page 28 of 390 Page 29 of 390 Page 30 of 390 Page 31 of 390 Page 32 of 390 Page 33 of 390 Page 34 of 390 Page 35 of 390 Page 36 of 390 Page 37 of 390 Page 38 of 390 Page 39 of 390 Page 40 of 390 Page 41 of 390 Page 42 of 390 Page 43 of 390 Page 44 of 390 Page 45 of 390 Page 46 of 390 Page 47 of 390 Page 48 of 390 Page 49 of 390 Page 50 of 390 Page 51 of 390 Page 52 of 390 Page 53 of 390 Page 54 of 390 Page 55 of 390 Page 56 of 390 Page 57 of 390 Page 58 of 390 Page 59 of 390 Page 60 of 390 Page 61 of 390 Page 62 of 390 Page 63 of 390 Page 64 of 390 Page 65 of 390 Page 66 of 390 Page 67 of 390 Page 68 of 390 Page 69 of 390 Page 70 of 390 Page 71 of 390 Page 72 of 390 Page 73 of 390 Page 74 of 390 Page 75 of 390 Page 76 of 390 Page 77 of 390 Page 78 of 390 Page 79 of 390 Page 80 of 390 Page 81 of 390 Page 82 of 390 Page 83 of 390 Page 84 of 390 Page 85 of 390 Page 86 of 390 Page 87 of 390 Page 88 of 390 Page 89 of 390 Page 90 of 390 Page 91 of 390 Page 92 of 390 Page 1 of 2 Agenda Item No: 8.b. MEETING DATE/TIME: 2/1/2023 ITEM NO: 2023-2290 AGENDA SUMMARY REPORT SUBJECT: Request for Budget Amendment in the Amount of $7,500 to Cover Unexpected Parks Department Vehicle Maintenance Costs. DEPARTMENT: Community Services PREPARED BY: Neil Davis, Community Services Director PRESENTER: Neil Davis, Community Services Director ATTACHMENTS: None Summary: Council will consider approval of a budget amendment to the Parks Team vehicle maintenance budget. Background: The Parks team utilizes a fleet of ten vehicles which all require routine maintenance. The 2022 fiscal year budget provided for $9,200 and ninety-eight percent of the funds were spent. The 2023 budget allowed for only $6,500 for this line item and is now $2,271.70 over budget. Discussion: The 2023 budget allowed for less than the 2022 budget, yet costs have gone up. With increased costs and some unexpected expenses, this year's maintenance for the Parks Team vehicles is averaging approximately $1,150 a month. At this rate, the total expenses for the year will be close to $14,000. The most likely reason for the decrease in budget from 2022 to 2023 is clerical error. Staff presumes the intent was for the budget to be $9,500 instead of the entered and approved $6,500. The under budgeting of this item has been exacerbated by an increase in costs and a few unexpected expenses. Staff requests a budget amendment in the amount of $7,500 to correct the clerical error and cover unexpected and increased costs. Well maintained vehicles reduce emissions and support the City's Climate initiative. Recommended Action: Approve budget amendment in the amount of $7,500 to cover unexpected Parks Department vehicle maintenance costs. BUDGET AMENDMENT REQUIRED: Yes CURRENT BUDGET AMOUNT: 10022100.56130: $6,500 PROPOSED BUDGET AMOUNT: 10022100.56130: $14,000 FINANCING SOURCE: General Fund PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A COORDINATED WITH: N/A DIVERSITY-EQUITY INITIATIVES (DEI): CLIMATE INITIATIVES (CI): 6c – Ensure that climate responsibility is integrated throughout the City’s departments and operations. Page 93 of 390 Page 2 of 2 Page 94 of 390 Page 1 of 2 Agenda Item No: 8.c. MEETING DATE/TIME: 2/1/2023 ITEM NO: 2023-2166 AGENDA SUMMARY REPORT SUBJECT: Approval of Plans and Specifications for the Great Redwood Trail Phase 4 Project, Specification No. 21-02, and Direct Staff to Advertise for Bids. DEPARTMENT: Public Works PREPARED BY: Andrew Stricklin, Associate Engineer PRESENTER: Tim Eriksen, Director of Public Works / City Engineer ATTACHMENTS: 1. Great Redwood Trail Phase 4 Final Plan Summary: Council will consider approval of Plans and Specifications for the Great Redwood Trail Phase 4 Project (GRT4), Specification No. 21-02, and consider directing Staff to advertise for bids. The engineer’s estimate for construction-contract items only for this project is $2,231,094, with an optional bid alternate of $1,098,093 for an additional segment of the trail. Background: City Council has previously awarded a contract in the amount of $312,491 to GHD Inc. for the completion of the design and preparation of the plans, specification, and estimate of the Great Redwood Trail Phase 4 (GRT4) project at the September 15, 2021 meeting. The GRT4 was originally intended to extend the existing rail trail phase 2 from Commerce Drive south approximately 1.9 miles past Plant Road near the City's wastewater treatment plant. The new phase would provide connectivity from the Redwood Business Park to the Ukiah Animal Shelter, Plant Road. Staff obtained the California Natural Resources Agency grant through the Urban Greening Program for a total of $3,563,212 to fund this project. Discussion: The original design alignment of the trail was planned to run directly on top of the abandoned railroad ballast as encouraged by the trail agency. To this date, the California Utilities Commission has yet to railbank the abandoned track alignment, forcing the City to shift the trail parallel east of the tracks in the same manner of phases 1-3 of the trail. This change in design and scope resulted in a needed amendment to GHD’s contract in the amount of $49,818 to compensate for additional environmental studies. During the course of design, multiple wetland locations were encountered along with the need to design more significant bridge crossings at waterways now that the trail is designed to be parallel to the existing tracks. A final amendment to GHD’s contract was approved by Council at the January 11, 2023 meeting. With the construction cost estimate exceeding the available funding through the grant, City Staff requested the project design to be split in two sections and receive approval from the grant agency for such an amendment. The base bid of the project will extend the trail from Commerce Drive south ending at Norgard Lane. The bid alternate would additionally extend the trail from Norgard Lane south to Plant Road (See Attachment 1 for both base bid and bid alternative plans) . If the construction bids come in lower than anticipated, Council will have the option to award one or both phases of the project to the selected low-bidder contractor. Some additional permitting and hydrology studies may be required if the bid alternate is possible and awarded as well. Recommended Action: Approve thef Plans and Specifications for the Great Redwood Trail Phase 4 Project, Specification No. 21-02, and direct staff to advertise for bids. BUDGET AMENDMENT REQUIRED: No Page 95 of 390 Page 2 of 2 CURRENT BUDGET AMOUNT: 51124210.80230.18253: $3,559,504 PROPOSED BUDGET AMOUNT: TBD FINANCING SOURCE: Urban Greening Program Grant PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A COORDINATED WITH: Tim Eriksen, Director of Public Works / City Engineer DIVERSITY-EQUITY INITIATIVES (DEI): Goal 5 – Instill diversity, equity, and inclusion as essential core elements of policy-making, accountability, and delivery of City services. CLIMATE INITIATIVES (CI): 2b – Encourage active transportation as a viable alternative to automobiles. 2d – Continue to expand the Great Redwood Trail – Ukiah. 4a – Implement nature-based climate solutions. 7a – Expand sustainable water practices. 10a – Protect from dangerous emission by preventing fires. Page 96 of 390 ATTACHMENT 1 Page 97 of 390 Project Client Plot Date:21 December 2022 - 6:10 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\GN\C3D\sheets\12557341-GHD-0000-IDX-GN-D002.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U SHEET INDEX G-002 2NONE C. PHELPS C. PHELPS E. FANSELAU E. FANSELAU SEP 30, 2022 SHEET LIST TABLE SEQUENCE NUMBER SHEET NUMBER SHEET TITLE GENERAL 1 G-001 COVER SHEET 2 G-002 SHEET INDEX 3 G-003 LEGEND & ABBREVIATIONS 4 G-004 CONSTRUCTION NOTES SURVEY CONTROL 5 G-005 SURVEY CONTROL AND ALIGNMENT DATA 6 G-006 SURVEY CONTROL AND ALIGNMENT DATA ADD ALTERNATIVE TYPICAL SECTIONS 7 C-001 TYPICAL SECTIONS - COMMERCE DR TO AIRPORT RD 8 C-002 TYPICAL SECTIONS - AIRPORT RD TO NORGARD LN 9 C-003 TYPICAL SECTIONS - NORGARD LN TO PLANT RD ADD ALTERNATIVE PLAN AND PROFILE 10 C-101 TRAIL PLAN AND PROFILE STA 400+00 TO 403+90 11 C-102 TRAIL PLAN AND PROFILE STA 403+90 TO 407+80 12 C-103 TRAIL PLAN AND PROFILE STA 407+80 TO 411+70 13 C-104 TRAIL PLAN AND PROFILE STA 411+70 TO 415+60 14 C-105 TRAIL PLAN AND PROFILE STA 415+60 TO 419+50 15 C-106 TRAIL PLAN AND PROFILE STA 419+50 TO 423+40 16 C-107 TRAIL PLAN AND PROFILE STA 423+40 TO 427+30 17 C-108 TRAIL PLAN AND PROFILE STA 427+30 TO 431+20 18 C-109 TRAIL PLAN AND PROFILE STA 431+20 TO 435+10 19 C-110 TRAIL PLAN AND PROFILE STA 435+10 TO 438+91 20 C-111 TRAIL PLAN AND PROFILE STA 438+91 TO 442+91 21 C-112 TRAIL PLAN AND PROFILE STA 442+91 TO 446+81 22 C-113 TRAIL PLAN AND PROFILE STA 446+81 TO 450+51 23 C-114 TRAIL PLAN AND PROFILE STA 450+51 TO 454+86 24 C-115 TRAIL PLAN AND PROFILE STA 454+86 TO 458+61 BASE BID AND ADD ALTERNATIVE 25 C-116 TRAIL PLAN AND PROFILE STA 458+61 TO 462+51 ADD ALTERNATIVE 26 C-117 TRAIL PLAN AND PROFILE STA 462+51 TO 466+41 ADD ALTERNATIVE 27 C-118 TRAIL PLAN AND PROFILE STA 466+41 TO 470+31 ADD ALTERNATIVE 28 C-119 TRAIL PLAN AND PROFILE STA 470+31 TO 474+21 ADD ALTERNATIVE 29 C-120 TRAIL PLAN AND PROFILE STA 474+21 TO 478+50 ADD ALTERNATIVE DRAINAGE PLANS 30 C-121 DRAINAGE PLAN 1 31 C-122 DRAINAGE PLAN 2 ENLARGED PLANS 32 C-401 GRADE CROSSING PLAN - COMMERCE DIVE 33 C-402 GRADE CROSSING PLAN - AIRPORT RD / AIRPORT PARK BLVD 34 C-403 GRADING CROSSING PLAN -NORGARD LN 35 C-404 GRADE CROSSING PLAN - PLANT RD ADD ALTERNATIVE 36 C-405 PEDESTRIAN TRAIL CONNECTION 1 37 C-406 PEDESTRIAN TRAIL CONNECTION 2 38 C-407 PARKING LOT AT MENDOCINO COUNTY ANIMAL SHELTER ADD ALTERNATIVE CONSTRUCTION DETAILS 39 C-501 CIVIL DETAILS 1 40 C-502 CIVIL DETAILS 2 41 C-503 CIVIL DETAILS 3 EROSION CONTROL 42 CE101 EROSION CONTROL PLAN STA 400+00 to 407+80 43 CE102 EROSION CONTROL PLAN STA 407+80 to 415+60 44 CE103 EROSION CONTROL PLAN STA 415+60 to 423+40 45 CE104 EROSION CONTROL PLAN STA 423+40 to 431+20 46 CE105 EROSION CONTROL PLAN STA 431+20 to 438+91 47 CE106 EROSION CONTROL PLAN STA 438+91 to 446+83 48 CE107 EROSION CONTROL PLAN STA 446+83 to 456+33 49 CE108 EROSION CONTROL PLAN STA 456+50 to 462+49 ADD ALTERNATIVE 50 CE109 EROSION CONTROL PLAN STA 462+49 to 470+29 ADD ALTERNATIVE 51 CE110 EROSION CONTROL PLAN STA 470+29 to 478+25 ADD ALTERNATIVE SHEET LIST TABLE SEQUENCE NUMBER SHEET NUMBER SHEET TITLE LANDSCAPE 52 L-101 LANDSCAPE AND SITE FURNISHING PLANS 53 L-102 LANDSCAPE AND SITE FURNISHING PLANS 54 L-103 LANDSCAPE AND SITE FURNISHING PLANS 55 L-104 LANDSCAPE AND SITE FURNISHING PLANS 56 L-201 PLANTING DETAILS 57 L-301 FURNISHING DETAILS 58 L-302 FURNISHING DETAILS STRUCTURAL 59 S-001 STRUCTURAL GENERAL NOTES 60 S-002 STRUCTURAL ABBREVIATIONS AND SYMBOLS 61 S-101 NORGARD LANE BRIDGE PLAN AND PROFILE - ADD ALTERNATIVE 62 S-102 PLANT ROAD BRIDGE PLAN AND PROFILE - ADD ALTERNATIVE 63 S-103 RETAINING WALL PLAN, PROFILE , AND SECTION 64 S-201 NORGARD LANE BRIDGE ABUTMENT ELEVATIONS - ADD ALTERNATIVE 65 S-202 PLANT ROAD BRIDGE ABUTMENT ELEVATIONS - ADD ALTERNATIVE 66 S-301 RETAINING WALL TYPICAL SECTION 67 S-501 TYPICAL STRUCTURAL DETAILS 68 S-502 STRUCTURAL BRIDGE DETAILS - ADD ALTERNATIVE 69 S-503 CMU WALL DEMOLITION DETAILS ELECTRICAL 70 E-001 ELECTRICAL SYMBOLS LEGEND, ABBREVIATIONS, AND GENERAL NOTES 71 E-101 TRAIL LIGHTING PLAN 1 72 E-102 TRAIL LIGHTING PLAN 2 73 E-103 TRAIL LIGHTING PLAN 3 74 E-501 ELECTRICAL DETAILS 1 75 E-502 ELECTRICAL DETAILS 2 76 E-601 ELECTRICAL SINGLE LINE DIAGRAM AND SCHEDULES CROSS SECTIONS 77 C-801 CROSS SECTIONS STA 400+50 TO 404+00 78 C-802 CROSS SECTIONS STA 404+50 TO 408+00 79 C-803 CROSS SECTIONS STA 408+50 TO 412+00 80 C-804 CROSS SECTIONS STA 412+50 TO 416+00 81 C-805 CROSS SECTIONS STA 416+50 TO 420+00 82 C-806 CROSS SECTIONS STA 420+50 TO 424+00 83 C-807 CROSS SECTIONS STA 424+50 TO 428+00 84 C-808 CROSS SECTIONS STA 428+50 TO 432+00 85 C-809 CROSS SECTIONS STA 432+50 TO 436+00 86 C-810 CROSS SECTIONS STA 436+50 TO 440+00 87 C-811 CROSS SECTIONS STA 440+50 TO 444+00 88 C-812 CROSS SECTIONS STA 444+50 TO 448+00 89 C-813 CROSS SECTIONS STA 448+50 TO 452+00 90 C-814 CROSS SECTIONS STA 452+50 TO 456+00 91 C-815 CROSS SECTIONS STA 456+50 TO 460+00 ADD ALTERNATIVE 92 C-816 CROSS SECTIONS STA 460+50 TO 464+00 ADD ALTERNATIVE 93 C-817 CROSS SECTIONS STA 464+50 TO 468+00 ADD ALTERNATIVE 94 C-818 CROSS SECTIONS STA 468+50 TO 472+00 ADD ALTERNATIVE 95 C-819 CROSS SECTIONS STA 472+50 TO 476+00 ADD ALTERNATIVE 96 C-820 CROSS SECTIONS STA 476+50 TO 480+00 ADD ALTERNATIVE Page 98 of 390 GRD HORZ HWY INV JCT LS LAT LT (L) IP GV HB JUNCTION LATERAL LEFT LEFT LIFT STATION HIGHWAY INVERT IRON PIPE GROUND HOSE BIBB GATE VALVE HORIZONTAL CONTACT ENGINEER FOR NOTE: WD YD XING W/ VERT V W WIDE CROSSING YARD VERTICAL VOLT(S) WITH WATER L CENTERLINECL, C EACHEA ENGR ELEC FL, F EL/ELEV GALV FH G GAL FTG GR FT FP FS FLR FIN EW FF EP EQ ER EF FIRE HYDRANT FOOT OR FEET FIRE PROTECTION FINISHED SURFACE GALLON GAS LINE FOOTING GRADE GALVANIZED FLOOR FLOW LINEL ELECTRIC ENGINEER EACH WAY FINISH FLOOR FINISH EQUAL ELEVATION EDGE ROAD EDGE PAVING EACH FACE CMP CMU CONT CONC CONT'D COORD DIA, Ø DWG DR DW E (E) d DTL DF DI CU CV COR CO CLR PENNY (NAIL SIZE) DROP (DRAINAGE) INLET DOMESTIC WATER LINE DRIVE DRAWING EXISTING EAST DIAMETER DETAIL DOUGLAS FIR CLEAR, CLEARANCE CORRUGATED METAL PIPE CONCRETE MASONRY UNIT CONTINUOUS CONTINUED COORDINATE CUBIC CHECK VALVE CORNER CLEANOUT CONCRETE ARV AGG ASS'Y. AWWA BLVD BLDG BOT @ BO CI C BFP BM B- AVE AC AB AB AT BACK FLOW PREVENTER BORING BOULEVARD BLOW OFF BOTTOM CAST IRON CONDUIT BUILDING BENCH MARK ASPHALT CONCRETE AGGREGATE BASE AIR-VACUUM RELEASE VALVE AMERICAN WATER WORKS ASSOCIATION AGGREGATE ASSEMBLY AVENUE ANCHOR BOLT SCHEDULESCH, SANITARY SEWER STAINLESS STEEL STORM DRAIN MANHOLE UNIFORM BUILDING CODE TEST PIT UNLESS OTHERWISE NOTED TS TW TWLT UBC UNO TC TG THK TP T, TEL TOP OF SLAB TWO WAY LEFT TURN LANE TOP OF WALK TOP OF CONCRETE TELEPHONE TOP GRATE THICK SCHED SO SS STA S STL STL STD SD SIM SHT SDMH SOUTH STATION STANDARD STEEL STORM DRAIN SIMILAR SHEET POUNDS PER SQUARE INCH PRESSURE TREATED, OR PRESSURE REDUCING VALVE POINT OF CONNECTION REINFORCED CONCRETE PIPE RELATIVE COMPACTION ROCK SLOPE PROTECTION POLYVINYL CHLORIDE REDUCED PRESSURE ROADRD RW, or R/W RT S RSP RPP RDWD REQ'T REQ'D RIGHT-OF-WAY RIGHT SLOPE REDWOOD REQUIREMENT REQUIRED PT PVC RC RCP (R) POC PLWD PP PRV PSI RIGHT PLYWOOD POWER POLE NOT IN CONTRACT NEW(N) OPNG PL PLCS P/L, P NIC NO O.C. NTS OPENING PLACES PROPERTY LINE PLATE NUMBER ON CENTER NOT TO SCALE MH MIN MISC N MG M MFR MAX MAN HOLE MINIMUM MISCELLANEOUS MILLION GALLON NORTH MANUFACTURER MAXIMUM METER NEW STORM DRAINAGE INLET /CATCH BASIN UTILITY POLE GUY PEDESTRAIN LEVEL LIGHT LED COBRA HEAD LIGHT UTILITY VAULT / CABINET UTILITY BOX / PULL BOX TELEPHONE PEDESTAL FIBER OPTIC MARKER RAILROAD SWITCH RAILROAD CROSSING ARM RAILROAD CROSSING POST PEDESTRIAN BEACON GENERAL: CENTERLINE DIAMETER APPROXIMATE DELTA TOPOGRAPHIC: EXISTING UTILITY (CONTINUED): NEWEXISTING Ø ± BOTTOM OF CURB, BEGIN CURVEBC BVC BEGIN VERTICAL CURVE PORTLANDPCC EC END CURVE EVC END VERTICAL CURVE ABBREVIATIONS NOT LISTED. PRINCIPAL GRADE BREAKGB NON SHRINKNS RAILROAD SPIKERRSPK CAST IN PLACEC.I.P. AGENCY RETAINED ITEMSARI SETBACKSB OVERHEAD ELECTRICALOHE TANGENTT PLANTERPLTR TR TRASH RECEPTACLE X-WALK CROSSWALK SHEET WHERE SECTION OR DETAIL OCCURS LETTER INDICATES SECTION, NUMBER INDICATES DETAIL CONCRETE CEMENT LEGEND ABBREVIATIONS L BEGIN CURB RETURNBCR ECR END CURB RETURN ETW EDGE OF TRAVELED WAY ES EDGE OF SHOULDER TW TOP OF WALK HMA HOT MIX ASPHALT TYP TYPICAL MSE MECHANICALLY STABILIZED EARTH HMA-CO '' '' '' (COLORIZED OPEN GRADED-WMA) WMA WARM MIX ASPHALT SURVEY - FOUND MONUMENT SURVEY CONTROL POINT - SET SURVEY CONTROL POINT - FOUND PROPERTY LINE (APPROXIMATE) RIGHT OF WAY (APPROXIMATE) LIMITS OF CONSTRUCTION IN GRTA ROW, MINIMUM SETBACK FROM CL DRAINAGE SWALE, CREEK, OR DITCH CONTOUR LINE LIMITS OF EARTHWORK CUT LIMITS OF EARTHWORK FILL STORM DRAIN/CULVERT FENCE RAILROAD TRACKS BUILDING OUTLINE PLANTER TREE / VEGETATION TREE TO REMAIN, TO BE PROTECTED TREE TO BE REMOVED POLE (UTILITY) POST SIGN (SINGLE POST) FLOW DIRECTION IE INVERT ELEVATION L LENGTH R, RAD RADIUS LF LINEAL FEET ROW RIGHT OF WAY ORIGINAL GROUNDOG OR FG FINISH GRADE HDPE HIGH DENSITY POLYETHYLENE PIPE HYD HYDRANT JP JUNCTION UTILITY POLE POINT OF CURVEPC PE POLYETHYLENE POINT OF TANGENT BEGINNING RR RAILROAD SAT SATURATED SF SQUARE FEET SQUARESQ T&G TONGUE AND GROOVE WQDB WATER QUALITY DETENTION BASIN 1 C501 NEW TOPOGRAPHIC (CONTINUED): EXISTING ASPHALT CONCRETE DRIVEWAY CONCRETE SLAB DETECTABLE WARNING SURFACE AGGREGATE BASE SHOULDER RIPARIAN HABITAT WETLAND WATERS SILT FENCE PER CALTRANS BMP FACT SHEET SC-1 PLACE FIBER ROLLS FOR SLOPE PROTECTION DURING CONSTRUCTION PER CALTRANS BMP FACT SHEET SC-5 STORM DRAIN INLET PROTECTION PER CALTRANS FACT SHEET SC-6 JUTE BLANKET PER CALTRANS BMP FACT SHEET SS-7 TREE PROTECTION FENCING, SEE LANDSCAPE PLAN FOR NOTES ESA WETLAND PROTECTION FENCING D w SANITARY SEWER WATER GAS OVERHEAD ELECTRICAL UNDERGROUND ELECTRICAL CONDUIT UNDERGROUND FIBER OPTIC CABLE STORM DRAIN MANHOLE SANITARY SEWER MANHOLE TELECOM MANHOLE ELECTRICAL METER FIRE HYDRANT WATER VALVE WATER METER GAS METER GAS VALVE UTILITY: NEWEXISTING OR INDICATES DIRECTION OR FLOW NORTHWESTERN PACIFIC RAILROAD COMPANYNWP Co STORM DRAIN JUNCTION BOXSDJB BMP BEST MANAGEMENT PRACTICE FG AT DESIGN CL EG AT DESIGN CL PROFILE LEGEND: EG EXISTING GRADE GUT GUTTER TOC TOP OF CURB VAR VARIES FND FOUND HPGN HIGH PRECISION GEODETIC NETWORK DEMO DEMOLISH ROCK SLOPE PROTECTION ANGLE POINTAP RETAINING WALL (TRIANGLES ON RETAINED SIDE) CENTRAL INSTRUMENT HOUSE LOCATIONCIL ST START GRTA GREAT REDWOOD TRAIL AGENCY X MPH MILES PER HOUR ORDINARY HIGH WATEROHW DBH DIAMETER AT BREAST HEIGHT ORDINARY HIGH WATER LINE, APPROXIMATE CABLE RAILING AT WALLS LEGEND & ABBREVIATIONS G-003 3NO SCALE H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 Project Client Plot Date:21 December 2022 - 6:11 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\GN\C3D\sheets\12557341-GHD-0000-NOT-GN-D003.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U LEGEND & ABBREVIATIONS G-003 3NO SCALE H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 Page 99 of 390 CONSTRUCTION NOTES G-004 4NO SCALE H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 Project Client Plot Date:21 December 2022 - 6:11 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\GN\C3D\sheets\12557341-GHD-0000-NOT-GN-D003.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U CONSTRUCTION NOTES G-004 4NO SCALE H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 TRAFFIC CONTROL NOTES: 1.ALL PERMANENT AND TEMPORARY ROADSIDE SIGNS SHALL BE PLACED IN ACCORDANCE WITH THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). CONTRACTOR SHALL USE THE CA MUTCD FOR TRAFFIC CONTROL. SEE SPECIAL PROVISIONS FOR OTHER TRAFFIC CONTROL REQUIREMENTS. 2.THE CONTRACTOR IS RESPONSIBLE FOR PREPARING AND SUBMITTING A TRAFFIC CONTROL PLAN IN ACCORDANCE WITH THE PROJECT PLANS, THE CONTRACTOR'S SEQUENCING PLAN, CA MUTCD, AND THE PROJECT SPECIAL PROVISIONS. 3.CONTRACTOR TO COORDINATE TEMPORARY TRAFFIC CONTROL WITH THE CITY. 4.CONTRACTOR SHALL PROVIDE TEMPORARY PEDESTRIAN ACCESS DURING CONSTRUCTION. GRADING NOTES: 1.THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL SURVEY DATA. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING RIGHT-OF-WAY LINES, SLOPE EASEMENTS, AND ALL HORIZONTAL AND VERTICAL CONTROL PRIOR TO CONSTRUCTION. 2.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING AND SHALL ARRANGE FOR STAKING BY A CALIFORNIA LICENSED SURVEYOR. STAKING WILL BE REVIEWED BY ENGINEER FOR CONFORMANCE TO DESIGN PRIOR TO CONSTRUCTION. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF ALL CONSTRUCTION. ADEQUATE SHORING BRACING, TIES, AND SUPPORTS SHALL BE USED TO PROVIDE PROPER TEMPORARY INTEGRITY DURING ALL PHASES OF CONSTRUCTION. 4.ALL EXISTING LANDSCAPED AND UNPAVED AREAS WHICH ARE DISTURBED BY CONSTRUCTION OR EARTHWORK OPERATIONS SHALL BE HAND RAKED SMOOTH AND RETURNED TO ORIGINAL EXISTING CONDITIONS. UTILITY NOTES: 1.THE LOCATION OF UTILITIES SHOWN IN THE PLANS IS APPROXIMATE AND IS ONLY SHOWN TO ASSIST THE CONTRACTOR IN COMPLETING THE WORK. THE CONTRACTOR SHALL VERIFY ALL UTILITIES WITH OWNERS PRIOR TO CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES THROUGH THE NEGLIGENCE OF THE CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 2.IF ANY WORK IS IN CLOSE PROXIMITY TO EXISTING UTILITIES AND COORDINATION IS REQUESTED BY THE UTILITY COMPANY, THE CONTRACTOR SHALL COORDINATE UTILITY WORK WITH THE RESPONSIBLE UTILITY COMPANY (UTILITY OWNER). 3.THE ACTUAL LOCATION OF EXISTING UTILITIES MAY VARY FROM THAT SHOWN ON THE PLANS. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTRACTOR SHALL POTHOLE AND LOCATE ALL EXISTING UTILITIES VARIATIONS IN LOCATION AND DEPTH SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND CITY IMMEDIATELY SO THAT THE LOCATION OF UTILITIES MAY BE CHECKED WITH THE PROPOSED DESIGN. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) NORTH A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO ANY EXCAVATION. DIAL (TOLL FREE) 1-800-642-2444 OR 811. ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION. 4.ALL EXISTING UTILITIES AND TIE-IN POINTS SHOULD BE CONSIDERED ACTIVE UTILITIES UNLESS OTHERWISE INDICATED. 5.CONSTRUCTION ACTIVITY WILL TAKE PLACE IN THE VICINITY OF OVERHEAD ELECTRIC TRANSMISSION LINES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE AWARE OF, AND OBSERVE, THE MINIMUM CLEARANCES FOR WORKERS AND EQUIPMENT OPERATING NEAR HIGH VOLTAGE ELECTRIC LINES AS SET OUT IN THE HIGH VOLTAGE SAFETY ORDERS OF THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY AS WELL AS OTHER APPLICABLE SAFETY REGULATIONS. GENERAL NOTES: 1.THE CONTRACTOR SHALL READ AND MAKE CAREFUL EXAMINATION OF THE PLANS, SPECIFICATIONS, QUANTITIES AND MATERIAL ESTIMATES AND VISIT THE SITE OF THE PROPOSED CONSTRUCTION TO BECOME FAMILIAR WITH THE SITE CONDITIONS AND LIMITATIONS BEFORE MAKING A BID. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL ERRORS RESULTING FROM THE FAILURE TO MAKE SUCH AN EXAMINATION. ANY INFORMATION DERIVED FROM THE MAPS, PLANS, SPECIFICATIONS, PROFILES, DRAWINGS OR FROM THE ENGINEER WILL NOT RELIEVE THE CONTRACTOR FROM ANY RISK OR FROM FULFILLING THE TERMS OF THE CONTRACT. 2.ALL CONSTRUCTION SHALL CONFORM TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION 2018 STANDARD SPECIFICATIONS, CITY OF UKIAH STANDARD DRAWINGS, THE PROJECT PLANS, AND THE PROJECT SPECIAL PROVISIONS UNLESS OTHERWISE NOTED. 3.THE CONTRACTOR SHALL PROVIDE, PROCURE AND PAY FOR ALL PERMITS REQUIRED TO CARRY ON AND COMPLETE THE WORK. THESE INCLUDE, BUT ARE NOT LIMITED TO, A CITY OF UKIAH ENCROACHMENT PERMIT (WAIVED), COUNTY OF MENDOCINO ENCROACHMENT PERMIT, RIGHT OF ENTRY PERMIT BY GRTA, CURRENT BUSINESS LICENSE, VALID AND PROPER CONTRACTOR'S LICENSE. ENCROACHMENT PERMITS MUST BE LOCATED ON THE JOB SITE DURING WHICH TIME CONTRACTOR IS WORKING THERE. 4.CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) NORTH A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO ANY EXCAVATION. DIAL (TOLL FREE) 1-800-642-2444 OR 811. 5.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. 6.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 EQUAL". THE CONTRACTOR MAY OFFER ANY MATERIAL OR EQUIPMENT WHICH SHALL BE EQUAL IN EVERY RESPECT TO THAT SPECIFIED; PROVIDED THAT WRITTEN APPROVAL FIRST IS OBTAINED FROM THE CITY ENGINEER. 7.MATERIALS SHALL BE SO STORED TO ENSURE THE PRESERVATION OF THEIR QUALITY AND FITNESS FOR THE WORK. ALL MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR (UNLESS OTHERWISE NOTED). THEY SHALL BE SO LOCATED AND DISPOSED THAT PROMPT AND PROPER INSPECTION THEREOF MAY BE MADE. 8.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 OR SUCH PORTIONS WHICH MAY NOT HAVE EXPIRED; BUT SUCH TAKING OF POSSESSION AND USE SHALL NOT BE DEEMED AN ACCEPTANCE OF ANY WORK NOT COMPLETED IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. IF SUCH PRIOR USE INCREASES THE COST OF OR DELAYS THE WORK, THE CONTRACTOR SHALL BE ENTITLED TO SUCH COMPENSATION, OR EXTENSION OF TIME OR BOTH, AS THE ENGINEER MAY DETERMINE. 9.PROJECT REQUIRES A CLASS A GENERAL ENGINEERING CONTRACTOR'S LICENSE IN THE STATE OF CALIFORNIA. 10.QUANTITIES OF ITEMS, LENGTH OF PROJECT, AND SITE CONDITIONS SHOWN IN THE PLANS ARE APPROXIMATE. 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, GHD INC., THE GRTA, AND THEIR REPRESENTATIVES HARMLESS FROM ANY AND ALL LIABILITY, REAL AND/OR ALLEGED, IN CONJUNCTION WITH THE PERFORMANCE OF THIS PROJECT. 12.CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING STRUCTURES, ROADS, AND UTILITIES DURING CONSTRUCTION REGARDLESS WHETHER IN CITY, PRIVATE, OR GRTA PROPERTY. ALL DAMAGE SHALL SHALL BE RESTORED TO EQUAL OR BETTER CONDITION AT THE CONTRACTOR'S EXPENSE. 13.CONTRACTOR SHALL VERIFY LOCATIONS, ELEVATIONS, 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 ON 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. 14.A SET OF APPROVED CONSTRUCTION DRAWINGS AND SPECIAL PROVISIONS SHALL BE KEPT AT ALL TIMES AT THE JOB SITE ON WHICH ALL CHANGES OR VARIATIONS IN THE WORK, INCLUDING ALL EXISTING UTILITIES, ARE TO BE RECORDED AND/OR CORRECTED DAILY BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER WHEN THE WORK TO BE DONE IS COMPLETED. 15.CONTRACTOR SHALL PROVIDE AND MAINTAIN SUFFICIENT TEMPORARY BARRIERS TO PROVIDE FOR THE SAFETY OF THE PUBLIC TO THE SATISFACTION OF THE ENGINEER. 16.SHOULD GRADING OPERATIONS ENCOUNTER HAZARDOUS MATERIALS, OR WHAT APPEAR TO BE HAZARDOUS MATERIALS, STOP WORK IN THE AFFECTED AREA IMMEDIATELY AND CONTACT 911 (OR THE APPROPRIATE AGENCY) AND CITY FOR FURTHER INSTRUCTION. 17.CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 72 HOURS IN ADVANCE OF COMMENCEMENT OF ANY PART OF THE WORK AND SHALL COORDINATE CONSTRUCTION SCHEDULE WITH CITY OF UKIAH AND GRTA REPRESENTATIVE TO MINIMIZE IMPACT TO RESIDENTS AND ADJACENT LANDOWNERS. 18.UNSUITABLE EXCAVATED MATERIAL SHALL BE REMOVED FROM SITE AND DISPOSED OF IN A MANNER CONSISTENT WITH APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY AND EXPENSE FOR PROPER DISPOSAL OF UNSUITABLE MATERIALS TAKEN FROM SITE AND PROVIDE WRITTEN DOCUMENTATION OF PERMISSION AND ENVIRONMENTAL DOCUMENTATION FOR USE OF ANY DISPOSAL SITE AS REQUESTED BY THE ENGINEER. 19.THE DESIGN FEATURES INCLUDING HORIZONTAL AND VERTICAL ALIGNMENTS, TYPICAL SECTIONS, APPROACHES, AND OTHER DESIGN DETAILS SHOWN ON THESE DESIGN PLANS SHALL NOT BE ALTERED OR MODIFIED IN ANY WAY DURING CONSTRUCTION WITHOUT THE EXPRESSED, WRITTEN DIRECTION AND APPROVAL OF THE ENGINEER AND/OR CONTRACTING OFFICER. 20.NO WORK SHALL BE PERFORMED OUTSIDE OF THE DESIGNATED CONSTRUCTION LIMITS WITHOUT THE APPROVAL OF THE CITY. 21.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPROVED STAGING AREAS WITH THE CITY OF UKIAH CITY ENGINEER AND THE GRTA. 22.NEW STRIPING AND MARKINGS SHALL BE THERMOPLASTIC PER SECTION 84 OF THE 2018 CALTRANS STANDARD SPECIFICATIONS. 23.ALL WORK WITHIN GRTA ROW SHALL CONFORM TO GRTA BMP'S AND GRTA'S RIGHT OF ENTRY PERMIT. NO HEAVY EQUIPMENT SHALL BE OPERATED WITHIN 8 FEET OF THE TRACK END OF TIES. 1.THE CURB RAMP STANDARDS DEPICTED HERE MAY NOT BE APPROPRIATE FOR ALL LOCATIONS. FIELD CONDITIONS AT INDIVIDUAL LOCATIONS MAY REQUIRE SPECIFIC DESIGNS. DESIGNS MUST BE CONSISTENT WITH THE PROVISIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) 2018 STANDARD PLANS AND /OR CITY OF UKIAH STANDARD PLANS TO THE MAXIMUM EXTENT FEASIBLE. 2.SIDEWALK THICKNESS SHALL BE 4" MINIMUM, RAMP THICKNESS SHALL BE 4" MINIMUM OVER 3" AGGREGATE BASE. 3.TRANSITIONS FROM RAMPS AND LANDINGS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES NOT EXCEEDING 1/4" VERTICAL. 4.MAXIMUM SLOPES OF ADJOINING GUTTERS, THE ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED 5% WITHIN 4'-0" OF THE TOP AND BOTTOM OF THE CURB RAMP. 5.C0NTRACTOR TO PROVIDE 0.3' AC EDGE PATCH AROUND CURB AND/OR CURB AND GUTTER LINE, AS REQUIRED IN FIELD 6.A 6" HIGH WARNING CURB IS REQUIRED PER CBC 1133B.8.1 WHENEVER THERE IS AN ABRUPT CHANGE IN GRADE ELEVATION OFF THE EDGE OF A WALKING SURFACE THAT EXCEEDS 4" VERTICAL. 7.CONTRACTOR SHALL PROVIDE CONTINUOUS PATH OF TRAVEL AT ALL TIMES. A CONTINUOUS PATH OF TRAVEL SHALL BE 48 INCHES MINIMUM UNOBSTRUCTED WIDTH WITH RIGID SURFACE MATERIALS AT CROSS SLOPES OF 2% MAXIMUM AND A RUNNING SLOPE OF 5% MAXIMUM IN THE DIRECTION OF TRAVEL OR 8.33% MAXIMUM FOR RAMP. PLASTIC MESH FENCING SHALL BE INSTALLED ADJACENT TO THE TEMPORARY PEDESTRIAN RAMP TO PROVIDE VISUAL WARNING AND CONTROL FOR PEDESTRIANS. THE PLASTIC MESH SHALL BE 4 FOOT HIGH MINIMUM IN SAFETY ORANGE COLOR AND SECURELY WIRE TIED TO TYPE II BARRICADES OR EQUAL BARRICADES SHALL BE PROPERLY SPACED AND ADEQUATELY WEIGHTED WITH SAND BAGS OR APPROVED EQUAL TO ENSURE MESH REMAINS VERTICAL AND AT PROPER HEIGHT AT ALL TIMES. 8.WHEN AN EXISTING PATH OF TRAVEL IS TO BE BLOCKED OR REMOVED, THE CONTRACTOR SHALL SUBMIT AN ACCESS PLAN FOR CITY APPROVAL. NO WORK SHALL COMMENCE UNTIL AN APPROVED ACCESS PLAN HAS BEEN OBTAINED FROM THE CITY. THE ACCESS PLAN SHALL CONSIST OF TEMPORARY RAMPS OR AN APPROVED EQUAL. 9.IF THE CONSTRUCTION WORK AREA IS WITHIN AN EXISTING FACILITY (E.G. BUS STOPS, CROSSWALKS, ETC.), CONTRACTOR SHALL PROVIDE 48 HOURS ADVANCE NOTICE TO OWNERS OF THE FACILITY INDICATING THE AFFECTED LOCATION AND DURATION OF WORK. NO TWO FACILITIES OR PROGRAMS IN SEQUENCE SHALL BE BLOCKED OR CLOSED FOR PUBLIC USE. 10.PAYMENT FOR PROVIDING A CONTINUOUS PATH OF TRAVEL SHALL BE CONSIDERED AS INCLUDED IN VARIOUS ITEMS OF WORK AND NO SEPARATE PAYMENT SHALL BE MADE. PROVISIONS FOR CONTINUOUS PATH OF TRAVEL SHALL INCLUDE INSTALLATION AND MAINTENANCE OF TEMPORARY RAMPS, POTHOLING OF UTILITIES, RESTORATION OF EXISTING STREET IMPROVEMENTS, COORDINATION OF WORK, TRAFFIC CONTROLS AND ALL ASSOCIATED WORK NEEDED TO COMPLETE THIS REQUIREMENT. HOWEVER, THE CONTRACTOR WILL BE ENTITLED FOR ADDITIONAL WORKING DAYS TO THE CONTRACT PERIOD FOR RIGHT-OF-WAY DELAYS AT NO FAULT BY THE CONTRACTOR. TEMPORARY PEDESTRIAN ACCESS NOTES: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 (CA MUTCD LATEST EDITION) 2018 POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS MANUAL 2018 CALIFORNIA BUILDING CODE (CBC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 2 2018 CALIFORNIA ELECTRICAL CODE (CEC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 3 2010 AMERICANS WITH DISABILITIES ACT (ADA) STANDARDS FOR ACCESSIBLE DESIGN (ADAS) GEOTECHNICAL REPORT, GREAT REDWOOD TRAIL PHASE 4, CRAWFORD & ASSOCIATES, INC. SEPTEMBER 2022 PROJECT SCOPE: *CONSTRUCT AN ACCESSIBLE CALTRANS CLASS I MULTI-USE PATH WITHIN THE RAILROAD RIGHT OF WAY. *THE PATH EXTENDS FROM COMMERCE DRIVE SOUTH TO PLANT ROAD, ALONG THE EAST SIDE OF THE EXISTING RAIL ROAD TRACKS. *ACCESSIBILITY IMPROVEMENTS INCLUDE NEW ACCESSIBLE RAMPS AT EACH STREET CROSSING, WITH THE APPROPRIATE CROSSWALK MARKINGS. GOVERNING ANGENCIES: CITY OF UKIAH 300 SEMINARY AVE UKIAH, CA 95482 (707) 463-6200 MENDOCINO COUNTY 860 NORTH BUSH STREET UKIAH, CA 95482 (707) 234-6650 CALTRANS DIVISION OF LOCAL ASSISTANCE, DISTRICT 1 PO BOX 3700 EUREKA. CA 95502 (707) 441-3977 NORTH COAST REGIONAL WATER QUALITY CONTROL BOARD 5550 SKYLANE BLVD SUITE A SANTA ROSA CA 95403-1072 (707) 576-2220 CALIFORNIA DEPT. OF FISH AND WILDLIFE NORTHERN REGION 619 SECOND STREET EUREKA, CA 95501 (707) 445-6493 Page 100 of 390 432+00 433+00 434+00 435+00 436+00 437+00 438+00 439+00 440+00 441+00 442+00 443+00 444+00 445+00 446+00 447+00 448+00 449+00 450+00 451+00 452+00 453+00 454+00 455+00 456+00"T" LINE NO R G A R D L N AIR P O R T PA R K B L V D N H W Y 1 0 1 S O U T H H W Y 1 0 1 N O R T H C409 C410 L407 C415 C416 L410 C417 C418 L411 C419 C420 L412 C421 C422 L413 C423 C424 L414 C425 C426 L415 C427 C428 L416 C429 C430 L417 C431 L418 C432 L419 C433 L420 C434 C435 L421 C411 C412 L408 C413 C414 L409 AIR P O R T B L V D W I N E R Y 407+00 408+00 409+00 410+00 411+00 412+00 413+00 414+00 415+00 416+00 417+00 418+00 419+00 420+00 421+00 422+00 423+00 424+00 425+00 426+00 427+00 428+00 429+00 430+00 431+00 N "T" LINE L402C401 C402 L403 C403 C404 L404 C405 C406 L405 C407 C408 L406 400+00 401+00 402+00 403+00 404+00 405+00 406+00"T" LINECO M M E R C E D R I V E N STA 400+00, 0.00' N: 2176582.3922 E: 6221216.3334 L400 C400 L401 LINE AND CURVE TABLE "T" LINE NUMBER L400 C400 L401 C401 L402 C402 L403 C403 C404 L404 C405 C406 L405 C407 ST END BC MP EC ST END BC MP EC ST END BC MP EC ST END BC MP EC BC MP EC ST END BC MP EC BC MP EC ST END BC MP EC STATION 400+00.00 400+35.09 400+35.09 400+84.52 401+33.87 401+33.87 417+08.10 417+08.10 417+09.86 417+11.62 417+11.62 419+63.37 419+63.37 419+65.13 419+66.88 419+66.88 423+60.31 423+60.31 425+71.62 427+81.14 427+81.14 428+10.93 428+40.70 428+40.70 428+86.09 428+86.09 428+96.58 429+06.86 429+06.86 429+17.14 429+27.21 429+27.21 429+47.21 429+47.21 429+53.52 429+59.79 NORTHING 2176582.392 2176547.306 2176547.306 2176497.873 2176448.653 2176448.653 2174881.255 2174881.255 2174879.503 2174877.758 2174877.758 2174628.211 2174628.211 2174626.469 2174624.719 2174624.719 2174232.999 2174232.999 2174022.615 2173821.902 2173821.902 2173793.601 2173765.979 2173765.979 2173723.898 2173723.898 2173714.172 2173703.690 2173703.690 2173693.423 2173683.871 2173683.871 2173665.277 2173665.277 2173659.408 2173654.152 EASTING 6221216.333 6221216.137 6221216.137 6221215.860 6221220.460 6221220.460 6221366.951 6221366.951 6221367.115 6221367.347 6221367.347 6221400.555 6221400.555 6221400.787 6221400.951 6221400.951 6221437.581 6221437.581 6221457.255 6221523.306 6221523.306 6221532.619 6221543.784 6221543.784 6221560.792 6221560.792 6221564.723 6221565.120 6221565.120 6221565.510 6221569.293 6221569.293 6221576.657 6221576.657 6221578.982 6221582.476 RADII - - - 1000.00 - - - - 90.00 - - - - 90.00 - - - - 1873.00 - - 900.00 - - - - 60.00 - - 60.00 - - - - 60.00 - BEARING S0°19'15"W STRAIGHT S0°19'15"W ARC S5°20'22"E ARC S5°20'22"E STRAIGHT S5°20'22"E ARC S7°34'48"E ARC S7°34'48"E STRAIGHT S7°34'48"E ARC S5°20'32"E ARC S5°20'32"E STRAIGHT S5°20'32"E ARC S18°12'56"E ARC S18°12'56"E ARC S22°00'27"E ARC S22°00'27"E STRAIGHT S22°00'27"E ARC S2°10'23"E ARC S2°10'23"E ARC S21°36'22"E ARC S21°36'22"E STRAIGHT S21°36'22"E ARC S33°37'01"E ARC TANGENT - - - 98.75 - - - - 3.52 - - - - 3.51 - - - - 419.94 - - 59.55 - - - - 20.67 - - 20.25 - - - - 12.55 - DEF ANGLE - - - 5°39'36" - - - - 2°14'26" - - - - 2°14'16" - - - - 12°52'23" - - 3°47'31" - - - - 19°50'04" - - 19°25'58" - - - - 12°00'39" - ARC LENGTH - - - 98.79 - - - - 3.52 - - - - 3.52 - - - - 420.82 - - 59.57 - - - - 20.77 - - 20.35 - - - - 12.58 - LINE AND CURVE TABLE "T" LINE NUMBER C408 L406 C409 C410 L407 C411 C412 L408 C413 C414 L409 C415 C416 L410 BC MP EC ST END BC MP EC BC MP EC ST END BC MP EC BC MP EC ST END BC MP EC BC MP EC ST END BC MP EC BC MP EC ST END STATION 429+59.79 429+66.50 429+73.16 429+73.16 433+66.72 433+66.72 433+76.30 433+85.80 433+85.80 433+95.34 434+04.81 434+04.81 434+96.75 434+96.75 435+06.29 435+15.76 435+15.76 435+25.30 435+34.76 435+34.76 436+00.00 436+00.00 436+13.57 436+26.93 436+26.93 436+40.50 436+53.87 436+53.87 440+75.30 440+75.30 440+85.08 440+94.78 440+94.78 441+04.56 441+14.26 441+14.26 441+36.77 NORTHING 2173654.152 2173648.561 2173642.287 2173642.287 2173274.492 2173274.492 2173265.545 2173256.081 2173256.081 2173246.651 2173237.733 2173237.733 2173151.791 2173151.791 2173142.873 2173133.443 2173133.443 2173124.013 2173115.095 2173115.095 2173054.113 2173054.113 2173041.430 2173030.731 2173030.731 2173020.032 2173007.349 2173007.349 2172613.396 2172613.396 2172604.255 2172594.582 2172594.582 2172584.908 2172575.768 2172575.768 2172554.731 EASTING 6221582.476 6221586.193 6221588.582 6221588.582 6221728.649 6221728.649 6221732.057 6221733.505 6221733.505 6221734.949 6221738.338 6221738.338 6221770.994 6221770.994 6221774.382 6221775.826 6221775.826 6221777.269 6221780.658 6221780.658 6221803.830 6221803.830 6221808.649 6221816.993 6221816.993 6221825.338 6221830.157 6221830.157 6221979.849 6221979.849 6221983.322 6221984.752 6221984.752 6221986.181 6221989.654 6221989.654 6221997.647 RADII - 60.00 - - - - 90.00 - - 90.00 - - - - 90.00 - - 90.00 - - - - 90.00 - - 90.00 - - - - 90.00 - - 90.00 - - - BEARING S33°37'01"E ARC S20°50'54"E ARC S20°50'54"E STRAIGHT S20°50'54"E ARC S8°42'15"E ARC S8°42'15"E ARC S20°48'20"E ARC S20°48'20"E STRAIGHT S20°48'20"E ARC S8°42'15"E ARC S8°42'15"E ARC S20°48'20"E ARC S20°48'20"E STRAIGHT S20°48'20"E ARC S37°57'06"E ARC S37°57'06"E ARC S20°48'20"E ARC S20°48'20"E STRAIGHT S20°48'20"E ARC S8°24'15"E ARC S8°24'15"E ARC S20°48'20"E ARC S20°48'20"E STRAIGHT TANGENT - 13.34 - - - - 19.04 - - 18.97 - - - - 18.97 - - 18.97 - - - - 26.83 - - 26.83 - - - - 19.44 - - 19.44 - - - DEF ANGLE - 12°46'07" - - - - 12°08'39" - - 12°06'05" - - - - 12°06'05" - - 12°06'05" - - - - 17°08'46" - - 17°08'46" - - - - 12°24'05" - - 12°24'05" - - - ARC LENGTH - 13.37 - - - - 19.08 - - 19.01 - - - - 19.01 - - 19.01 - - - - 26.93 - - 26.93 - - - - 19.48 - - 19.48 - - - LINE AND CURVE TABLE "T" LINE NUMBER C417 C418 L411 C419 C420 L412 C421 C422 L413 C423 C424 L414 C425 C426 BC MP EC BC MP EC ST END BC MP EC BC MP EC ST END BC MP EC BC MP EC ST END BC MP EC BC MP EC ST END BC MP EC BC MP EC STATION 441+36.77 441+46.54 441+56.25 441+56.25 441+66.02 441+75.73 441+75.73 444+18.72 444+18.72 444+29.76 444+40.55 444+40.55 444+51.59 444+62.39 444+62.39 444+77.89 444+77.89 444+88.93 444+99.73 444+99.73 445+10.77 445+21.57 445+21.57 447+83.71 447+83.71 447+91.84 447+99.91 447+99.91 448+07.64 448+15.33 448+15.33 448+35.33 448+35.33 448+44.09 448+52.80 448+52.80 448+61.16 448+69.48 NORTHING 2172554.731 2172545.590 2172537.409 2172537.409 2172529.228 2172520.087 2172520.087 2172292.942 2172292.942 2172282.621 2172271.580 2172271.580 2172260.539 2172250.218 2172250.218 2172235.728 2172235.728 2172225.407 2172217.158 2172217.158 2172208.909 2172198.588 2172198.588 2171953.536 2171953.536 2171945.943 2171937.957 2171937.957 2171930.362 2171923.117 2171923.117 2171904.360 2171904.360 2171896.140 2171888.662 2171888.662 2171881.524 2171873.704 EASTING 6221997.647 6222001.120 6222006.476 6222006.476 6222011.831 6222015.304 6222015.304 6222101.614 6222101.614 6222105.535 6222105.526 6222105.526 6222105.517 6222109.439 6222109.439 6222114.944 6222114.944 6222118.866 6222126.205 6222126.205 6222133.544 6222137.466 6222137.466 6222230.579 6222230.579 6222233.464 6222234.943 6222234.943 6222236.350 6222239.030 6222239.030 6222245.970 6222245.970 6222249.011 6222253.580 6222253.580 6222257.942 6222260.914 RADII - 90.00 - - 90.00 - - - - 60.00 - - 60.00 - - - - 60.00 - - 60.00 - - - - 90.00 - - 90.00 - - - - 90.00 - - 90.00 - BEARING S20°48'20"E ARC S33°12'25"E ARC S33°12'25"E ARC S20°48'20"E ARC S20°48'20"E STRAIGHT S20°48'20"E ARC S0°02'53"W ARC S0°02'53"W ARC S20°48'20"E ARC S20°48'20"E STRAIGHT S20°48'20"E ARC S41°39'33"E ARC S41°39'33"E ARC S20°48'20"E ARC S20°48'20"E STRAIGHT S20°48'20"E ARC S10°29'31"E ARC S10°29'31"E ARC S20°18'11"E ARC S20°18'11"E STRAIGHT S20°18'11"E ARC S31°25'35"E ARC S31°25'35"E ARC S20°48'20"E ARC TANGENT - 19.44 - - 19.44 - - - - 21.72 - - 21.72 - - - - 21.72 - - 21.72 - - - - 16.18 - - 15.39 - - - - 17.44 - - 16.66 - DEF ANGLE - 12°24'05" - - 12°24'05" - - - - 20°51'13" - - 20°51'13" - - - - 20°51'13" - - 20°51'13" - - - - 10°18'49" - - 9°48'40" - - - - 11°07'24" - - 10°37'15" - ARC LENGTH - 19.48 - - 19.48 - - - - 21.84 - - 21.84 - - - - 21.84 - - 21.84 - - - - 16.20 - - 15.41 - - - - 17.47 - - 16.68 - CONTROL POINT TABLE Point # 1001 1002 1003 1004 1005 1006 1007 1008 1009 1010 1011 Eastings 2176598.91 2176617.13 2175896.41 2175389.86 2174889.01 2174337.60 2173822.60 2173376.51 2172736.94 2172118.10 2175975.15 Northings 6221293.14 6221112.65 6221202.32 6221249.68 6221297.40 6221348.68 6221432.96 6221644.32 6221796.69 6222072.16 6221303.57 Elevation 604.46 606.80 605.24 604.98 603.54 600.25 594.54 595.17 592.08 586.15 597.33 Description NAIL NAIL NAIL NAIL NAIL NAIL NAIL NAIL NAIL NAIL NAIL CONTROL POINT TABLE Point # 1012 1013 1014 1015 1016 1017 1019 1020 1021 1022 1023 Eastings 2174800.80 2173835.02 2172649.07 2171450.18 2171110.93 2170969.32 2169143.54 2169139.43 2168593.13 2166769.50 2166788.92 Northings 6221434.42 6221563.76 6222013.86 6222444.64 6222386.82 6222603.62 6223321.33 6223192.45 6223529.52 6224153.98 6224193.83 Elevation 592.64 590.74 584.18 584.40 587.24 585.35 579.42 581.14 576.52 574.12 572.44 Description NAIL NAIL NAIL NAIL NAIL NAIL NAIL NAIL NAIL NAIL NAIL Project Client Plot Date:21 December 2022 - 6:12 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\VS\C3D\sheets\12557341-GHD-0000-CTL-VS-D005.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U SURVEY CONTROL AND ALIGNMENT DATA G-005 5AS SHOWN H. DAAS H. DAAS R. MADDOCK E. FANSELAU SEP 30, 2022 B- B MA T C H L I N E B - B M A T C H L I N E A- A MA T C H L I N E A- A MA T C H L I N E 0 160'80' BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS CCS ZONE 2, NAD 83 (EPOCH 2010.00) AS DETERMINED BY GPS FAST-STATIC TIES TO CORS STATIONS, DN9089(P334), DK6396(P206), DM7530(P059), DN7378(P319), DN7390(P335), DO7031(CASR), DM6171(P188), DN7384(P329), AND DN5651(P339). ALL DISTANCES ARE GROUND DISTANCES; MULTIPLY BY 0.99989086 TO CONVERT TO GRID DISTANCES. BENCHMARK: THE VERTICAL DATUM FOR THIS SURVEY IS NAVD 88, DETERMINED BY GPS FAST-STATIC TIES TO THE ABOVE CORS STATIONS. PROJECT BENCH MARK IS A BRASS DISK IN STANDARD WELL MONUMENT AT THE INTERSECTION OF THE CENTER LINES OF FORD STREET AND MYRON STREET. ELEVATION = 610.92 (NAVD88). SEE G-006 TABLES FOR MORE SEGMENTS Page 101 of 390 457+00 458+00 459+00 460+00 461+00 462+00 463+00 464+00 465+00 466+00 467+00 468+00 469+00 470+00 471+00 472+00 473+00 474+00 475+00 476+00 477+00 478+00 479+00"T" LINE PL A N T R O A D H W Y 1 0 1 S O U T H H W Y 1 0 1 N O R T H N STA 480+00, 0.00' N: 2168951.7620 E: 6223361.9116 NO R G A R D L N BRIDGE NO. 1 BRIDGE NO. 2 C436 C437 L422 C438 L423 C439 L424 C440 L425 LINE AND CURVE TABLE "T" LINE NUMBER L415 C427 C428 L416 C429 C430 L417 C431 L418 C432 L419 C433 L420 C434 ST END BC MP EC BC MP EC ST END BC MP EC BC MP EC ST END BC MP EC ST END BC MP EC ST END BC MP EC ST END BC MP EC STATION 448+69.48 450+00.33 450+00.33 450+14.74 450+28.91 450+28.91 450+43.32 450+57.49 450+57.49 450+77.49 450+77.49 450+92.02 451+06.29 451+06.29 451+23.91 451+41.09 451+41.09 452+71.79 452+71.79 452+75.13 452+78.46 452+78.46 454+83.74 454+83.74 454+93.97 455+04.11 455+04.11 455+33.72 455+33.72 455+37.64 455+41.55 455+41.55 455+66.30 455+66.30 455+80.33 455+93.86 NORTHING 2171873.704 2171751.385 2171751.385 2171737.914 2171723.517 2171723.517 2171709.120 2171695.649 2171695.649 2171676.953 2171676.953 2171663.377 2171652.113 2171652.113 2171638.447 2171621.597 2171621.597 2171496.593 2171496.593 2171493.405 2171490.289 2171490.289 2171298.390 2171298.390 2171288.827 2171280.323 2171280.323 2171255.714 2171255.714 2171252.456 2171248.943 2171248.943 2171226.751 2171226.751 2171214.174 2171200.146 EASTING 6222260.914 6222307.391 6222307.391 6222312.510 6222313.167 6222313.167 6222313.823 6222318.942 6222318.942 6222326.046 6222326.046 6222331.205 6222340.371 6222340.371 6222351.492 6222356.639 6222356.639 6222394.822 6222394.822 6222395.796 6222396.980 6222396.980 6222469.891 6222469.891 6222473.524 6222479.211 6222479.211 6222495.669 6222495.669 6222497.847 6222499.584 6222499.584 6222510.551 6222510.551 6222516.767 6222516.761 RADII - - - 90.00 - - 90.00 - - - - 90.00 - - 90.00 - - - - 100.00 - - - - 90.00 - - - - 60.00 - - - - 60.00 - BEARING S20°48'20"E STRAIGHT S20°48'20"E ARC S2°36'38"E ARC S2°36'38"E ARC S20°48'20"E ARC S20°48'20"E STRAIGHT S20°48'20"E ARC S39°08'18"E ARC S39°08'18"E ARC S16°59'08"E ARC S16°59'08"E STRAIGHT S16°59'08"E ARC S20°48'14"E ARC S20°48'14"E STRAIGHT S20°48'14"E ARC S33°46'25"E ARC S33°46'25"E STRAIGHT S33°46'25"E ARC S26°17'56"E ARC S26°17'56"E STRAIGHT S26°17'56"E ARC S0°01'17"W ARC TANGENT - - - 28.46 - - 28.46 - - - - 28.67 - - 34.58 - - - - 6.66 - - - - 20.33 - - - - 7.82 - - - - 27.32 - DEF ANGLE - - - 18°11'42" - - 18°11'42" - - - - 18°19'59" - - 22°09'11" - - - - 3°49'06" - - - - 12°58'11" - - - - 7°28'29" - - - - 26°19'13" - ARC LENGTH - - - 28.58 - - 28.58 - - - - 28.80 - - 34.80 - - - - 6.66 - - - - 20.37 - - - - 7.83 - - - - 27.56 - LINE AND CURVE TABLE "T" LINE NUMBER C435 L421 C436 C437 L422 C438 L423 C439 L424 C440 L425 BC MP EC ST END BC MP EC BC MP EC ST END BC MP EC ST END BC MP EC ST END BC MP EC ST END STATION 455+93.86 456+04.93 456+15.76 456+15.76 456+56.14 456+56.14 456+62.73 456+68.57 456+68.57 456+76.59 456+83.30 456+83.30 457+42.46 457+42.46 457+51.63 457+60.75 457+60.75 462+06.78 462+06.78 462+10.79 462+14.79 462+14.79 462+51.56 462+51.56 462+55.58 462+59.60 462+59.60 480+00.00 NORTHING 2171200.146 2171189.074 2171178.730 2171178.730 2171141.004 2171141.004 2171134.843 2171132.410 2171132.410 2171129.450 2171121.602 2171121.602 2171063.747 2171063.747 2171054.788 2171046.223 2171046.223 2170629.249 2170629.249 2170625.500 2170621.638 2170621.638 2170586.245 2170586.245 2170582.371 2170578.608 2170578.608 2168951.762 EASTING 6222516.761 6222516.757 6222520.705 6222520.705 6222535.102 6222535.102 6222537.454 6222543.583 6222543.583 6222551.042 6222552.719 6222552.719 6222565.081 6222565.081 6222566.996 6222570.248 6222570.248 6222728.588 6222728.588 6222730.012 6222731.096 6222731.096 6222741.038 6222741.038 6222742.127 6222743.557 6222743.557 6223361.912 RADII - 60.00 - - - - 15.00 - - 15.00 - - - - 120.00 - - - - 90.00 - - - - 90.00 - - - BEARING S0°01'17"W ARC S20°53'18"E ARC S20°53'18"E STRAIGHT S20°53'18"E ARC S68°21'13"E ARC S68°21'13"E ARC S12°03'42"E ARC S12°03'42"E STRAIGHT S12°03'42"E ARC S20°47'37"E ARC S20°47'37"E STRAIGHT S20°47'37"E ARC S15°41'26"E ARC S15°41'26"E STRAIGHT S15°41'26"E ARC S20°48'41"E ARC S20°48'41"E STRAIGHT TANGENT - 21.78 - - - - 12.07 - - 14.15 - - - - 18.27 - - - - 8.01 - - - - 8.04 - - - DEF ANGLE - 20°54'35" - - - - 47°27'55" - - 56°17'31" - - - - 8°43'55" - - - - 5°06'11" - - - - 5°07'16" - - - ARC LENGTH - 21.90 - - - - 12.43 - - 14.74 - - - - 18.29 - - - - 8.02 - - - - 8.04 - - - CONTROL POINT TABLE Point # 1001 1002 1003 1004 1005 1006 1007 1008 1009 1010 1011 Eastings 2176598.91 2176617.13 2175896.41 2175389.86 2174889.01 2174337.60 2173822.60 2173376.51 2172736.94 2172118.10 2175975.15 Northings 6221293.14 6221112.65 6221202.32 6221249.68 6221297.40 6221348.68 6221432.96 6221644.32 6221796.69 6222072.16 6221303.57 Elevation 604.46 606.80 605.24 604.98 603.54 600.25 594.54 595.17 592.08 586.15 597.33 Description NAIL NAIL NAIL NAIL NAIL NAIL NAIL NAIL NAIL NAIL NAIL CONTROL POINT TABLE Point # 1012 1013 1014 1015 1016 1017 1019 1020 1021 1022 1023 Eastings 2174800.80 2173835.02 2172649.07 2171450.18 2171110.93 2170969.32 2169143.54 2169139.43 2168593.13 2166769.50 2166788.92 Northings 6221434.42 6221563.76 6222013.86 6222444.64 6222386.82 6222603.62 6223321.33 6223192.45 6223529.52 6224153.98 6224193.83 Elevation 592.64 590.74 584.18 584.40 587.24 585.35 579.42 581.14 576.52 574.12 572.44 Description NAIL NAIL NAIL NAIL NAIL NAIL NAIL NAIL NAIL NAIL NAIL Project Client Plot Date:21 December 2022 - 6:12 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\VS\C3D\sheets\12557341-GHD-0000-CTL-VS-D005.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U SURVEY CONTROL AND ALIGNMENT DATA ADD ALTERNATIVE G-006 6AS SHOWN H. DAAS H. DAAS R. MADDOCK E. FANSELAU SEP 30, 2022 0 160'80' BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS CCS ZONE 2, NAD 83 (EPOCH 2010.00) AS DETERMINED BY GPS FAST-STATIC TIES TO CORS STATIONS, DN9089(P334), DK6396(P206), DM7530(P059), DN7378(P319), DN7390(P335), DO7031(CASR), DM6171(P188), DN7384(P329), AND DN5651(P339). ALL DISTANCES ARE GROUND DISTANCES; MULTIPLY BY 0.99989086 TO CONVERT TO GRID DISTANCES. BENCHMARK: THE VERTICAL DATUM FOR THIS SURVEY IS NAVD 88, DETERMINED BY GPS FAST-STATIC TIES TO THE ABOVE CORS STATIONS. PROJECT BENCH MARK IS A BRASS DISK IN STANDARD WELL MONUMENT AT THE INTERSECTION OF THE CENTER LINES OF FORD STREET AND MYRON STREET. ELEVATION = 610.92 (NAVD88). Page 102 of 390 2:1 2:1 1 TYPICAL SECTION NO SCALE STA 400+31.10 TO STA 423+70 OG RAIL CL TRAIL CL 2' SHLDR 5' LANE 5' LANE 2' SHLDR EPESEP ES 1.5% FG 1 2 1 R/W VARIES 6' TO 10.8'VARIES 15.2' TO 20' RAIL CL OG 2 TYPICAL SECTION NO SCALE STA 423+70 TO STA 427+80 TRAIL CL 2' SHLDR 5' LANE 5' LANE 2' SHLDR EPESEP ES 1.5% FG 1.5% 1 2 1GRADE TO DRAIN GRADE TO DRAIN 3 TYPICAL SECTION NO SCALE STA 427+80 TO STA 431+50 20'R/W 6' 1.5% RAIL CL OG TRAIL CL 2' SHLDR 5' LANE 5' LANE 2' SHLDR EPESEP ES 2:1 1.5% FG 1 2 1 1.5% GRADE TO DRAIN R/W VARIES 6' TO 6.8' VARIES 18.9' TO 20' 4 TYPICAL SECTION NO SCALE STA 431+50 TO STA 429+70.45 RAIL CL OG TRAIL CL 2' SHLDR 5' LANE 5' LANE 2' SHLDR EPESEP ES 2:1 2:1 1.5% FG 1 2 1 VARIES 18.8' TO 18.9' VARIES 6.7' TO 6.8'R/W 4 4 SHEET KEYNOTES 1.SHOULDER SECTION: 1.00' CLASS 2 AB 2.TRAIL SECTION: 0.25' AC 0.67' CLASS 2 AB 3.PARKING LOT SECTION (ADD ALTERNATIVE): 0.33' AC 0.67'' CLASS 2 AB 4.STRUCTURE FILL SHEET GENERAL NOTES 1.PROTECT EXISTING RAIL AT ALL TIMES. 2.COMPACT AGGREGATE BASE TO 95% RELATIVE COMPACTION. 3.SCARIFY & RECOMPACT UPPER 8" OF SUBGRADE TO 95% RELATIVE COMPACTION. 4.SIDE SLOPE ARE 2:1 (H:V) MAX. LEGEND AC CLASS 2 AB STRUCTURE BACKFILL Project Client Plot Date:21 December 2022 - 6:13 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D001.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U TYPICAL SECTIONS - COMMERCE DR TO AIRPORT RD C-001 7NO SCALE H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 Page 103 of 390 2:1 2:1 1 TYPICAL SECTION NO SCALE STA 432+68 TO STA 444+13.39 STA 445+25.78 TO STA 451+50 OG RAIL CL TRAIL CL 2' SHLDR 5' LANE 5' LANE 2' SHLDR EPESEP ES 1.5% FG 1 2 1 R/W VARIES 2' TO 11' VARIES 10' TO 19' RAIL CL OG TRAIL CL 2' SHLDR 5' LANE 5' LANE 2' SHLDR EPESEP ES 2:1 1.5%* FG 1 2 1 1.5% GRADE TO DRAIN VARIES 10.2' TO 19' VARIES 2' TO 10.7'R/W 3 TYPICAL SECTION NO SCALE STA 451+50 TO STA 454+20.48 4 TYPICAL SECTION NO SCALE STA 454+20.48 TO STA 454+65.48 * NOTE: SLOPE TRANSITIONS FROM 1.5% LEFT TO 1.5% RIGHT. TRANSITION STARTS AT STA 453+50 AND ENDS AT STA 454+00 RAIL CL OG TRAIL CL5' LANE 5' LANE 2' SHLDR EPEP ES 1.5% FG 2 1 13' R/W 10' 5 TYPICAL SECTION NO SCALE STA 454+65.48 TO STA 456+20.76 TRAIL CL 2' SHLDR 5' LANE 5' LANE 2' SHLDR EPESEP ES 2:1 1.5% FG 1 2 1 2:1 VARIES -2.5' TO 11'R/W RAIL CL OG VARIES 10' TO 23.6' RAIL CL OG TRAIL CL 2' SHLDR 5' LANE 5' LANE 2' SHLDR EPESEP ES 1.5% FG 1 2 1 VARIES 11.1' TO 19' VARIES 2' TO 9.8'R/W 2 TYPICAL SECTION NO SCALE STA 444+13.39 TO STA 445+25.78 CABLE RAILING PER CALTRANS B11-47 4 WIRE MATS, TYP. H B=~0.7' - 1.0' H MECHANICALLY STABILIZED EARTH WALL EXCAVATION LIMIT 1 S-301 SHEET KEYNOTES 1.SHOULDER SECTION: 1.00' CLASS 2 AB 2.TRAIL SECTION: 0.25' AC 0.67' CLASS 2 AB 3.PARKING LOT SECTION (ADD ALTERNATIVE): 0.33' AC 0.67'' CLASS 2 AB 4.STRUCTURE FILL SHEET GENERAL NOTES 1.PROTECT EXISTING RAIL AT ALL TIMES. 2.COMPACT AGGREGATE BASE TO 95% RELATIVE COMPACTION. 3.SCARIFY & RECOMPACT UPPER 8" OF SUBGRADE TO 95% RELATIVE COMPACTION. 4.SIDE SLOPE ARE 2:1 (H:V) MAX. LEGEND AC CLASS 2 AB STRUCTURE BACKFILL Project Client Plot Date:21 December 2022 - 6:13 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D001.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U TYPICAL SECTIONS - AIRPORT RD TO NORGARD LN C-002 8NO SCALE H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 Page 104 of 390 RAIL CL OG TRAIL CL 2' SHLDR 5' LANE 5' LANE 2' SHLDR EPESEP ES 2:1 2:11.5% FG 1 2 1 VARIES 2.5' TO 11.9'R/W VARIES 23.5' TO 14.1' 1 TYPICAL SECTION NO SCALE STA 456+56.14 TO STA 457+61.83 2 TYPICAL SECTION NO SCALE STA 458+06.83 TO STA 461+98 RAIL CL OG TRAIL CL 2' SHLDR 5' LANE 5' LANE 2' SHLDR EPESEP ES 2:1 2:1 1.5% FG 1 2 1 VARIES 14' TO 14.1' VARIES 11.9' TO 12'R/W RAIL CL OG TRAIL CL 2' SHLDR 5' LANE 5' LANE 2' SHLDR EPESEP ES 2:1 2:11.5% FG 1 2 1 VARIES 12' TO 16' VARIES 10' TO 14' 3 TYPICAL SECTION NO SCALE STA 461+98 TO STA 466+82 STA 467+32 TO STA 473+70.81 R/W RAIL CL OG TRAIL CL 2' SHLDR 5' LANE 5' LANE 2' SHLDR EPESEP ES 1.5% FG 1.5% 1 2 1 16'R/W 11.5' GRADE TO DRAIN 4 TYPICAL SECTION NO SCALE STA 466+82 TO STA 467+32 5 TYPICAL SECTION NO SCALE STA 473+70.81 TO STA 477+07.87 STA 477+37.87 TO STA 477+66.74 RAIL CL OG TRAIL CL 2' SHLDR 5' LANE 5' LANE 2' SHLDR EPESEP ES 2:1 1.5% FG 1 2 1 2:1 6.5' VARIES 11.2' TO 12.2'R/W 3.5' 4' CHAINLINK FENCE PER CALTRANS STD. PLAN A85 3 VARIES 3.5' TO 4.1' SAWCUT PROTECT EXISTING PAVEMENT IN PLACE VARIES 1.5% TO 3.5% 4 CONFORM TO EXISTING PAVEMENT GRADE SHEET KEYNOTES 1.SHOULDER SECTION: 1.00' CLASS 2 AB 2.TRAIL SECTION: 0.25' AC 0.67' CLASS 2 AB 3.PARKING LOT SECTION (ADD ALTERNATIVE): 0.33' AC 0.67'' CLASS 2 AB 4.STRUCTURE FILL SHEET GENERAL NOTES 1.PROTECT EXISTING RAIL AT ALL TIMES. 2.COMPACT AGGREGATE BASE TO 95% RELATIVE COMPACTION. 3.SCARIFY & RECOMPACT UPPER 8" OF SUBGRADE TO 95% RELATIVE COMPACTION. 4.SIDE SLOPE ARE 2:1 (H:V) MAX. LEGEND AC CLASS 2 AB STRUCTURE BACKFILL Project Client Plot Date:21 December 2022 - 6:13 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D001.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U TYPICAL SECTIONS - NORGARD LN TO PLANT RD ADD ALTERNATIVE C-003 9NO SCALE H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 Page 105 of 390 DD ST O P 600 60 0 600 605 605605 605 605 605 605 605605 605 605 60 5 FO 604 604 606 599 600601602 603 604 605 605 605 604 603 604 606 607 606 604 603 603 604 604 603 602 601 605 400+00 401+00 402+00 403+00 404+00 CO M M E R C E D R R/W R/W R/W R/W R/WR/W REMOVE CIL GRADING LIMITS (TYP) RAIL CL "T" LINE REMOVE METER REMOVE CONCRETE SLAB FIBER OPTIC LINE (AT&T) PROTECT IN PLACE STA 400+31.10, 0.00' BEGIN BASE BID CONFORM TO (E) SIDEWALK BC : 4 0 0 + 3 5 . 0 9 EC : 4 0 1 + 3 3 . 8 7 S0°19'15"W 35.09 S5°20'22"E 1574.23 R10 0 0 .0 0 9 8 .7 9 SEE LANDSCAPE PLANS STA 401+97.19, 10.31' L BEGIN MODULAR RETAINING WALL STA 402+25.84, 10.31' L END MODULAR RETAINING WALL 2 C-503 WATER TANK STA 402+00.65, 11.31' L BEGIN WATER TANK GRADING STA 402+22.65, 11.31' L END WATER TANK GRADING STA 404+39, 9.00' L BEGIN WATER TANK GRADING C-503WATER TANK 5 C-502 5 C-502 MA T C H L I N E S T A 4 0 3 + 9 0 EL E V A T I O N EL E V A T I O N 595 600 605 610 615 620 595 600 605 610 615 620 400+00 401+00 402+00 403+00 403+90 -0.40%-0.16% EL = 6 0 5 . 3 3 C O N F O R M ST A = 4 0 0 + 3 1 . 1 0 EL = 6 0 4 . 9 9 ST A = 4 0 1 + 1 6 . 4 9 400+50 60 5 . 7 60 5 . 2 5 401+00 60 4 . 7 60 5 . 0 5 401+50 60 4 . 8 60 4 . 9 3 402+00 60 4 . 8 60 4 . 8 5 402+50 60 4 . 8 60 4 . 7 7 403+00 60 4 . 8 60 4 . 6 9 403+50 60 4 . 8 60 4 . 6 1 PG OG CO M M E R C E D R 600 601 602 603 604 402+00 "T" LINE GRADING LIMITS (TYP) PAD Elev 602.29 PAD Elev 602.16 PAD Elev 602.27 PAD Elev 602.40 WALL Elev 604.26 CONFORM WALL Elev 603.99 CONFORM WALL Elev 604.21 WALL Elev 604.21 Project Client Plot Date:21 December 2022 - 6:16 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U TRAIL PLAN TRAIL PROFILE SCALE: 1" = 20' (H) 1" = 4' (V) 0 40'20'10' TRAIL PLAN AND PROFILE STA 400+00 TO STA 403+90 C-101 101" = 20' H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 N SHEET GENERAL NOTES 1.FOR SIGNING AND STRIPING INFORMATION AND LAYOUT, SEE SHEET C-401. 2.ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION. SE E S H E E T C - 1 0 2 1 WATER TANK EF EF 2022-12-13 WATER TANK N 0 20'10' R/W R/W Page 106 of 390 600600600 60 0 605 605 605605 605 605 605 605605605 606 604 603 603 604 604 603 602 601 604 603 602 602 603 604 604 603 602 601 605 604 603 603 604 605 606 606 605 604 603 602 601 600 600 605 605 605 597 598599 601 602 602 602 603 603 603 604 604 604 604 59 8 59 9 6 0 1 6 0 2 6 0 3 604 404+00 405+00 406+00 407+00 408+00 R/W R/W R/WR/W R/W R/W R/W R/W SEE SHEET C-405 FOR MORE INFORMATION "T" LINE STA 405+23.82, 1.97' L REMOVE UTILITY POLE GRADING LIMITS (TYP) RAIL CL FIBER OPTIC LINE (AT&T) PROTECT IN PLACE (E) RETAINING WALL 5 C-502 MODULAR RETAINING WALL SEE LANDSCAPE PLANS PANDA EXPRESS PARKING LOT SEE SHEET S-503 FOR MODIFICATIONS TO EXISTING PRIVATE RETAINING WALL STA 404+39, 9.00' L BEGIN WATER TANK GRADING STA 404+61, 9.00' L END WATER TANK GRADING 2 C-503 WATER TANK MA T C H L I N E S T A 4 0 3 + 9 0 MA T C H L I N E S T A 4 0 7 + 8 0 EL E V A T I O N EL E V A T I O N 595 600 605 610 615 620 595 600 605 610 615 620 403+90 404+00 405+00 406+00 407+00 407+80 -0.16%-0.25%-0.36%0.17% EL = 6 0 4 . 4 7 ST A = 4 0 4 + 3 8 . 5 3 EL = 6 0 4 . 0 6 ST A = 4 0 6 + 0 0 . 9 5 EL = 6 0 4 . 0 3 ST A = 4 0 6 + 0 8 . 9 5 404+00 60 4 . 7 60 4 . 5 3 404+50 60 4 . 6 60 4 . 4 4 405+00 60 4 . 4 60 4 . 3 1 405+50 60 4 . 1 60 4 . 1 9 406+00 60 4 . 6 60 4 . 0 6 406+50 60 4 . 3 60 4 . 1 0 407+00 60 4 . 1 60 4 . 1 9 407+50 60 4 . 1 60 4 . 2 7 PG OG 604 "T" LINE PAD Elev 604.00 PAD Elev 603.89 PAD Elev 603.85 PAD Elev 603.96 GRADING LIMITS (TYP) Project Client Plot Date:21 December 2022 - 6:16 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U TRAIL PLAN TRAIL PROFILE SCALE: 1" = 20' (H) 1" = 4' (V) 0 40'20'10' TRAIL PLAN AND PROFILE STA 403+90 TO STA 407+80 C-102 111" = 20' H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 N SHEET GENERAL NOTES 1.ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION. SE E S H E E T C - 1 0 3 SE E S H E E T C - 1 0 1 1 WATER TANK EF EF 2022-12-13 WATER TANK N 0 20'10' R/W R/W Page 107 of 390 600600 605 605 605 597 598599 601 602 602 602 603 603 603 604 604 604 605 605 605 605 601 602 602 602 603 603 603 604 604 604 605 605 601 601 601 602 602 602 603 603 603 604 604 604 605 601 601 602 602 603 603 604 604 605 408+00 409+00 410+00 411+00 412+00 R/W R/W R/W R/W R/W R/W R/W R/W RAIL CL GRADING LIMITS (TYP) "T" LINE FIBER OPTIC LINE (AT&T) PROTECT IN PLACE FIBER OPTIC LINE (AT&T) PROTECT IN PLACE MODULAR RETAINING WALL MA T C H L I N E S T A 4 0 7 + 8 0 MA T C H L I N E S T A 4 1 1 + 7 0 EL E V A T I O N EL E V A T I O N 595 600 605 610 615 620 595 600 605 610 615 620 407+80 409+00 410+00 411+00 411+70 0.17% 408+00 60 4 . 2 60 4 . 3 6 408+50 60 3 . 9 60 4 . 4 4 409+00 60 4 . 0 60 4 . 5 3 409+50 60 4 . 1 60 4 . 6 2 410+00 60 4 . 3 60 4 . 7 0 410+50 60 4 . 7 60 4 . 7 9 411+00 60 5 . 0 60 4 . 8 7 411+50 60 4 . 9 60 4 . 9 6 PG OG Project Client Plot Date:21 December 2022 - 6:16 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U TRAIL PLAN TRAIL PROFILE SCALE: 1" = 20' (H) 1" = 4' (V) 0 40'20'10' TRAIL PLAN AND PROFILE STA 407+80 TO STA 411+70 C-103 121" = 20' H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 N SHEET GENERAL NOTES 1.ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION. SE E S H E E T C - 1 0 4 SE E S H E E T C - 1 0 2 Page 108 of 390 595 605 601 602 603 604 600 605 605 605 598 599 601 601 601 602 602 602 603 603 603 604 604 604 600 598599 601 601 601 602 602 602 603 603 603 604 604 604 600599 601 601 601 602 602 602 603 603 603 604 604 604 604 600 601 601 601 602 602 602 603 603 603 604 604604 604 594 605605 604 412+00 413+00 414+00 415+00 416+00 R/W R/W R/W R/W R/W R/W R/W R/W "T" LINE RAIL CL GRADING LIMITS (TYP) FIBER OPTIC LINE (AT&T) PROTECT IN PLACE SEE LANDSCAPE PLANS STA 414+11.90, 19.50' L BEGIN MODULAR RETAINING WALL STA 414+14, 9.00' L BEGIN WATER TANK GRADING STA 414+36, 9.00' L END WATER TANK GRADING STA 414+38.47, 19.50' L END MODULAR RETAINING WALL 2 C-503 WATER TANK 5 C-502 5 C-502 MA T C H L I N E S T A 4 1 1 + 7 0 MA T C H L I N E S T A 4 1 5 + 6 0 EL E V A T I O N EL E V A T I O N 595 600 605 610 615 620 595 600 605 610 615 620 411+70 413+00 414+00 415+00 415+60 -0.49% -0.35% 0.17% EL = 6 0 5 . 2 4 ST A = 4 1 3 + 1 5 . 5 4 EL = 6 0 4 . 3 5 ST A = 4 1 5 + 0 0 . 0 0 412+00 60 4 . 8 60 5 . 0 5 412+50 60 4 . 9 60 5 . 1 3 413+00 60 5 . 2 60 5 . 2 2 413+50 60 4 . 9 60 5 . 0 8 414+00 60 4 . 6 60 4 . 8 3 414+50 60 4 . 5 60 4 . 5 9 415+00 60 4 . 2 60 4 . 3 5 415+50 60 4 . 1 60 4 . 1 7 PG OG 600 599 601 602 603 604 414+00 "T" LINE PAD Elev 604.45 PAD Elev 604.34 PAD Elev 604.22 PAD Elev 604.33 WALL Elev 602.85 CONFORM WALL Elev 604.34 WALL Elev 604.34 WALL Elev 602.50 CONFORM GRADING LIMITS (TYP) Project Client Plot Date:21 December 2022 - 6:17 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U TRAIL PLAN TRAIL PROFILE SCALE: 1" = 20' (H) 1" = 4' (V) 0 40'20'10' TRAIL PLAN AND PROFILE STA 411+70 TO STA 415+60 C-104 131" = 20' H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 N SHEET GENERAL NOTES 1.ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION. SE E S H E E T C - 1 0 5 SE E S H E E T C - 1 0 3 1 WATER TANK EF EF 2022-12-13 WATER TANK N 0 20'10' R/W R/W Page 109 of 390 600599 601 601 602 602 603 603 604 604 604 604 600 601 601 601 602 602 602 603 603 603 604 604 604 604 600 600 600 601 601 601 602 602 602 603 603 603 604 604 595 600 600 600 593 594 596 597598 599 599 599 601 601 601 602 602 602602 602 603 603 604 604 5 9 3 594 600 600 599 599 601 601 602 602 6 0 3604 60 4 604 594 59 6 59 7 59 8 5 9 9 6 0 1 6 0 2 6 0 3 604 416+00 417+00 418+00 419+00 R/W R/W R/W R/W R/W R/W R/W R/W SEE SHEET C-406 FOR MORE INFORMATION GRADING LIMITS (TYP) RAIL CL "T" LINE FIBER OPTIC LINE (AT&T) PROTECT IN PLACE (E) RETAINING WALL BC: 417+08.10 BC: 419+63.37 EC: 417+11.62 EC: 419+66.88 S7°34'48"E 251.75 R90.00 3.52 R90.00 3.52 SEE LANDSCAPE PLANS SEE LANDSCAPE PLANS HOLIDAY INN PARKING LOT SEE SHEET S-503 FOR MODIFICATIONS TO EXISTING PRIVATE RETAINING WALL STA 417+39.84, 8.00' L BEGIN WATER TANK GRADING STA 417+61.84, 8.00' L END WATER TANK GRADING 2 C-503 WATER TANK MA T C H L I N E S T A 4 1 5 + 6 0 MA T C H L I N E S T A 4 1 9 + 5 0 EL E V A T I O N EL E V A T I O N 595 600 605 610 615 620 595 600 605 610 615 620 415+60 416+00 417+00 418+00 419+00 419+50 -0.35%0.46%-1.27% EL = 6 0 3 . 6 2 ST A = 4 1 7 + 0 8 . 1 0 EL = 6 0 4 . 4 1 ST A = 4 1 8 + 7 8 . 5 8 416+00 60 4 . 1 60 4 . 0 0 416+50 60 3 . 9 60 3 . 8 2 417+00 60 3 . 8 60 3 . 6 5 417+50 60 3 . 8 60 3 . 8 1 418+00 60 4 . 0 60 4 . 0 5 418+50 60 4 . 2 60 4 . 2 8 419+00 60 4 . 1 60 4 . 1 4 PG OG 602 603 604 604 "T" LINE PAD Elev 603.61 PAD Elev 603.50PAD Elev 603.39 PAD Elev 603.50 GRADING LIMITS (TYP) Project Client Plot Date:21 December 2022 - 6:17 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U TRAIL PLAN TRAIL PROFILE SCALE: 1" = 20' (H) 1" = 4' (V) 0 40'20'10' TRAIL PLAN AND PROFILE STA 415+60 TO STA 419+50 C-105 141" = 20' H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 N SHEET GENERAL NOTES 1.ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION. S E E S H E E T C - 1 0 6 SE E S H E E T C - 1 0 4 1 WATER TANK EF EF 2022-12-13 WATER TANK 0 20'10' R/W R/W N Page 110 of 390 595 600 600 600 593 594 596597598 599 599 599 601 601 601 602 602 602 602 595 600 600 600 600 592 593 594 596 596 596 597 597 597 598 598 598 599 599 599 601 601 602 602 596 596 596 597 597 598 598 599 599 595 600 600 600 592 593 594 596597 598 598 598 599 599 599 601 601 601 601 602 602 6 0 1 6 0 2 60 36036 0 3 60 4 420+00 421+00 422+00 423+00 R/W R/W R/W R/W R/W R/W R/W R/WGRADING LIMITS (TYP) "T" LINE GRADING LIMITS (TYP) RAIL CL FIBER OPTIC LINE (AT&T) PROTECT IN PLACE BC: 419+63.37 BC : 4 2 3 + 6 0 . 3 1 EC: 419+66.88 S5°20'32"E 393.43 R90.00 3.52 M A T C H L I N E S T A 4 1 9 + 5 0 MA T C H L I N E S T A 4 2 3 + 4 0 EL E V A T I O N EL E V A T I O N 595 600 605 610 615 620 595 600 605 610 615 620 419+50 420+00 421+00 422+00 423+00 423+40 0.27%-1.27% PVI STA = 423+34.03 PVI EL = 603.19 K = 19.87 L = 90.00' BV C S = 4 2 2 + 8 9 . 0 3 BV C E = 6 0 3 . 0 7 EV C S = 4 2 3 + 7 9 . 0 3 EV C E = 6 0 1 . 2 7 EL = 6 0 2 . 4 0 ST A = 4 2 0 + 3 6 . 7 8 420+00 60 2 . 8 60 2 . 8 7 420+50 60 2 . 4 60 2 . 4 4 421+00 60 2 . 4 60 2 . 5 7 421+50 60 2 . 5 60 2 . 7 0 422+00 60 2 . 5 60 2 . 8 3 422+50 60 2 . 6 60 2 . 9 7 423+00 60 2 . 6 60 3 . 0 7 PG OG Project Client Plot Date:21 December 2022 - 6:17 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U TRAIL PLAN TRAIL PROFILE SCALE: 1" = 20' (H) 1" = 4' (V) 0 40'20'10' TRAIL PLAN AND PROFILE STA 419+50 TO STA 423+40 C-106 151" = 20' H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 N SHEET GENERAL NOTES 1.ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION. SE E S H E E T C - 1 0 7 S E E S H E E T C - 1 0 5 Page 111 of 390 590 600 595 600 600 600 600 592 593 594 596 596 596 597 597 597 598 598 598 599 599 599 601 601 602 602 596 595 600 600 592 593 594 596 596 596 597 597 597 598 598 598 599 599 599 599 599 595 595 595 595 595 591 592593594 596 596 596 597 597 598 598 599 599 594 595 595 591 592 592 592 593 593 593 593 593 594 594 596 596 597 597 5 9 5 6 0 0 593 59 3 59 4 5 9 6 5 9 7 5 9 8 5 9 9 6 0 1 6 0 2 60 3 X X X X 423+00 424+00 425+00 426+00 427+00 R/W R/W R/W R/W R /W R /W R /W R /W GRADING LIMITS (TYP) "T" LINE STA 424+67.27, 0.49' R REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 23" STA 426+04.51, 5.65' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 22" STA 426+08.70, 4.42' R REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 24" STA 427+14.15, 4.46' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 18" RAIL CL GRADING LIMITS (TYP) FIBER OPTIC LINE (AT&T) PROTECT IN PLACE FIBER OPTIC LINE (AT&T) PROTECT IN PLACE BC : 4 2 3 + 6 0 . 3 1 R 18 7 3 .0 0 4 2 0 .8 2 MA T C H L I N E S T A 4 2 3 + 4 0 M A T C H L I N E S T A 4 2 7 + 3 0 EL E V A T I O N EL E V A T I O N 590 595 600 605 610 615 590 595 600 605 610 615 423+40 424+00 425+00 426+00 427+00 427+30 -4.26% -1.24% 1.37% PVI STA = 423+34.03 PVI EL = 603.19 K = 19.87 L = 90.00' BV C S = 4 2 2 + 8 9 . 0 3 BV C E = 6 0 3 . 0 7 EV C S = 4 2 3 + 7 9 . 0 3 EV C E = 6 0 1 . 2 7 EL = 5 9 4 . 3 8 ST A = 4 2 5 + 4 0 . 6 7 EL = 5 9 2 . 3 0 ST A = 4 2 7 + 0 8 . 0 5 423+50 60 1 . 7 60 2 . 3 0 424+00 60 0 . 4 60 0 . 3 8 424+50 59 8 . 3 59 8 . 2 5 425+00 59 6 . 3 59 6 . 1 2 425+50 59 4 . 5 59 4 . 2 7 426+00 59 3 . 8 59 3 . 6 4 426+50 59 2 . 9 59 3 . 0 2 427+00 59 2 . 3 59 2 . 4 0 PG OG Project Client Plot Date:21 December 2022 - 6:17 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U TRAIL PLAN TRAIL PROFILE SCALE: 1" = 20' (H) 1" = 4' (V) 0 40'20'10' TRAIL PLAN AND PROFILE STA 423+40 TO STA 427+30 C-107 161" = 20' H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 N SHEET GENERAL NOTES 1.ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION. S E E S H E E T C - 1 0 8 SE E S H E E T C - 1 0 6 Page 112 of 390 590590590 590 590 590 595 595 595595 595 595 591 592 59 2 592 593 593 593 593 593 594 594 596 596 597 597 590 590 590 590 5 9 0 590 590 590 595 595 595595 591 591 591 591 592 592 592 592 593 593 593 593 594 594 594 596 596 596596 597 597 597597 598 598 590 590 591 591 592593594 590 595 595 591 591 591 592 592 593 593 593 594 594 594 596 5 9 1 59 1 59259 2 592 5 9 2 593 5 9 3 593 XXXXXXXX XX X427+00 428+00 429+00 430+00 431+00 R /W R /W R /W R /W R/W R/W R/W R/W STA 427+14.15, 4.46' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 18" RAIL CL GRADING LIMITS (TYP) DRAINAGE SYSTEM NO. 1 SEE SHEET C-121 WATERS D5 STA 428+74.89, 2.56' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 16" STA 429+59.14, 13.13' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 29" STA 429+63.89, 9.43' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 16" STA 429+38.51, 7.67' L REMOVE TREE ARROYO WILLOW (SALIX LASIOLEPIS) DBH = 20" STA 430+31.71, 6.77' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 40" STA 430+50.07, 5.42' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 45" STA 430+80.40, 6.09' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 44" STA 431+24.77, 4.94' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 10" STA 432+01.85, 6.32' L VALLEY OAK (QUERCUS LOBATA) VALLEY OAK (QUERCUS LOBATA) VALLEY OAK (QUERCUS LOBATA) PROTECT FENCE IN PLACE "T" LINE PROTECT FENCE IN PLACE RIPARIAN HABITAT FIBER OPTIC LINE (AT&T) PROTECT IN PLACE STA 431+17.66, 7.29' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 40" BC : 4 2 8 + 8 6 . 0 9 BC : 4 2 9 + 4 7 . 2 1 EC : 4 2 8 + 4 0 . 7 0 EC : 4 2 9 + 2 7 . 2 1 EC : 4 2 9 + 7 3 . 1 6 PC C : 4 2 7 + 8 1 . 1 4 PR C : 4 2 9 + 0 6 . 8 6 P R C : 4 2 9 + 5 9 . 7 9 S22°00'27"E 45.39 S20°50'54"E 393.56 S21°36'22"E 20.00 R 9 0 0 .0 0 5 9 .5 7 R60.0020.77 R60.0020.35 R 6 0 .0 0 1 2 .5 8 R 6 0 .0 0 1 3 .3 7 STA 431+06.79, 8.17' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 40" STA 431+68.44, 8.69' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 26" STA 429+06.86, 5.92' L BEGIN CABLE RAILING STA 429+73.16, 5.92' L END CABLE RAILING GAS, SIZE UNKNOWN PROTECT IN PLACE CABLE RAILING PER CALTRANS RSP B11-47 MA T C H L I N E S T A 4 2 7 + 3 0 MA T C H L I N E S T A 4 3 1 + 2 0 EL E V A T I O N EL E V A T I O N 580 585 590 595 600 605 580 585 590 595 600 605 427+30 428+00 429+00 430+00 431+00 431+20 -1.01%0.64% 1.37% -2.21% 3.78% 2.78% EL = 5 9 3 . 3 0 ST A = 4 2 7 + 8 1 . 1 4 EL = 5 9 0 . 9 0 ST A = 4 2 8 + 9 0 . 0 5 EL = 5 9 2 . 4 8 ST A = 4 2 9 + 3 1 . 9 3 EL = 5 9 2 . 7 8 ST A = 4 2 9 + 4 2 . 7 2 EL = 5 9 1 . 6 5 ST A = 4 3 0 + 5 4 . 6 8 427+50 59 2 . 2 59 2 . 8 7 428+00 59 1 . 5 59 2 . 8 8 428+50 58 9 . 6 59 1 . 7 8 429+00 58 9 . 3 59 1 . 2 7 429+50 58 8 . 0 59 2 . 7 1 430+00 58 9 . 1 59 2 . 2 0 430+50 58 9 . 3 59 1 . 7 0 431+00 59 0 . 3 59 1 . 9 4 OG PG ST A = 4 2 9 + 1 7 . 5 6 EL = 5 8 8 . 6 0 ST A = 4 2 9 + 5 4 . 7 5 EL = 5 8 8 . 6 0 OHW - D5 48" CMP 48" CMP Project Client Plot Date:21 December 2022 - 6:18 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U TRAIL PLAN TRAIL PROFILE SCALE: 1" = 20' (H) 1" = 4' (V) 0 40'20'10' TRAIL PLAN AND PROFILE STA 427+30 TO STA 431+20 C-108 171" = 20' H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 N SHEET GENERAL NOTES 1.ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION. SE E S H E E T C - 1 0 9 SE E S H E E T C - 1 0 7 Page 113 of 390 590 595 595 590 595 595 591 591 591 592 592 593 593 593 594 594 594 596 595 595 595 591 592 592 592 593 593 593 594 594 594 59 5 5 9 5 590 590 59 0 590 590 586 586 587 58 7 588 58 8 589 58 9 5 8 9 589 589 591 591 591 591 59 1 591 592 592 59 2 592 592592 592 592 593 593 593 593 593 58 6 586 58 7 58 7 5 8 8 58 8 5 8 9 595 591 592 592 592 592 592 593 593594 594 592 593 594 59 0 5 9 0 5 8 9 58 9 59 1 5 9 1 5 9 2 592 5 9 3 5 9 4 XXXXXXXXXXXX XXXX431+00 432+00 433+00 434+00 435+00 R/W R/W R/W R/W R/W R/W R/W R/W STA 431+24.77, 4.94' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 10" STA 432+01.85, 6.32' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 16" STA 432+10.47, 4.75' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 13" STA 432+19.70, 6.59' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 30" PROTECT FENCE IN PLACE "T" LINE PROTECT FENCE IN PLACE AIR P O R T P A R K B L V D AIR P O R T R D RAIL CL GRADING LIMITS (TYP) STA 433+00.25, 5.19' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 11" STA 433+01.63, 5.04' L REMOVE TREE CALIFORNIA PRIVET (LIGUSTRUM OVALIFOLIUM) DBH = 12" STA 433+15.87, 7.00' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 30" STA 433+42, 6.16' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 27"STA 433+64.56, 5.20' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 10" STA 433+70.14, 5.57' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 8" STA 433+82.22, 6.92' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 32" STA 434+91.32, 8.61' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 45" STA 431+17.66, 7.29' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 40" DRAINAGE SYSTEM NO. 2 SEE SHEET C-121 STA 434+13.31, 7.00' L BEGIN HEADWALL BEGIN CABLE RAILING STA 434+23.81, 7.00' L END HEADWALL END CABLE RAILING FIBER OPTIC LINE (AT&T) PROTECT IN PLACE BC : 4 3 3 + 6 6 . 7 2 BC : 4 3 4 + 9 6 . 7 5 EC : 4 3 4 + 0 4 . 8 1 EC : 4 3 5 + 3 4 . 7 6 PR C : 4 3 3 + 8 5 . 8 0 PR C : 4 3 5 + 1 5 . 7 6 S20°48'20"E 91.94 S20°50'54"E 393.56 R 9 0.0019.08 R90.0 0 19.01 R 9 0.00 19.01 R 9 0.0 0 19.01 STA 431+06.79, 8.17' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 40" STA 431+68.44, 8.69' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 26" PGE GAS MARKER FIBER OPTIC LINE (AT&T) PROTECT IN PLACE GAS, SIZE UNKNOWN PROTECT IN PLACE FIBER OPTIC MARKER (AT&T) CABLE RAILING PER CALTRANS RSP B11-47 MA T C H L I N E S T A 4 3 1 + 2 0 MA T C H L I N E S T A 4 3 5 + 1 0 EL E V A T I O N EL E V A T I O N 580 585 590 595 600 605 580 585 590 595 600 605 431+20 432+00 433+00 434+00 435+00 435+10 0.64% -2.09% 3.06% 2.38% 1.25%-1.25% -7.50 % 1.30%-2.01% EL = 5 9 2 . 1 0 ST A = 4 3 1 + 2 4 . 6 8 EL = 5 9 4 . 4 8 ST A = 4 3 2 + 2 4 . 7 9 EL = 5 9 4 . 6 1 ST A = 4 3 2 + 3 5 . 3 1 EL = 5 9 4 . 7 5 ST A = 4 3 2 + 4 5 . 4 7 EL = 5 9 4 . 5 1 ST A = 4 3 2 + 5 6 . 9 9 EL = 5 9 4 . 3 7 ST A = 4 3 2 + 6 8 . 4 3 EL = 5 9 0 . 6 1 ST A = 4 3 3 + 1 8 . 5 9 EL = 5 8 8 . 6 0 ST A = 4 3 4 + 1 4 . 5 2 431+50 59 1 . 9 59 2 . 7 0 432+00 59 1 . 8 59 3 . 8 9 432+50 59 4 . 6 59 4 . 6 5 433+00 59 1 . 2 59 2 . 0 0 433+50 58 9 . 6 58 9 . 9 5 434+00 58 8 . 7 58 8 . 9 0 434+50 58 9 . 4 58 9 . 6 9 435+00 59 0 . 8 59 1 . 2 2 AI R P O R T R D OG PG OHW - D4 ST A = 4 3 4 + 0 6 . 5 3 EL = 5 8 8 . 4 0 ST A = 4 3 4 + 2 5 . 2 1 EL = 5 8 8 . 4 0 24" RCP Project Client Plot Date:21 December 2022 - 6:18 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U TRAIL PLAN TRAIL PROFILE SCALE: 1" = 20' (H) 1" = 4' (V) 0 40'20'10' TRAIL PLAN AND PROFILE STA 431+20 TO STA 435+10 C-109 181" = 20' H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 N 1.FOR SIGNING AND STRIPING INFORMATION AND LAYOUT, SEE SHEET C-402. SHEET GENERAL NOTES 2.ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION. SE E S H E E T C - 1 1 0 SE E S H E E T C - 1 0 8 1 CONSTRUCTION NOTES EF EF 2022-12-13 DURING CONSTRUCTION: SANDBAG CULVERT INLET PUMP WATER TO DOWNSTREAM CULVERT ON EAST SIDE OF TRACKS OR PROVIDE ALTERNATIVE SOLUTION WITH ENGINEER APPROVAL Page 114 of 390 590 586 586 587 588 589 591 59 1 591 592 59 2 592 592 592 593 593 590 595 586 587 591 592 592 592 592 592 593 593594 594 596 585 590 590 586 587 588 589 591 590 590 588 589 5 9 0 5 8 7 5 8 8 5 8 9 5 9 1 59 1 5 9 2 592 X 435+00 436+00 437+00 438+00 439+00 R/W R/W R/W R/W R/W R/W R/W R/W STA 434+91.32, 8.61' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 45" "T" LINE RAIL CL GRADING LIMITS (TYP) STA 434+23.81, 7.00' L FIBER OPTIC LINE (AT&T) PROTECT IN PLACE BC : 4 3 4 + 9 6 . 7 5 BC : 4 3 6 + 0 0 . 0 0 EC : 4 3 5 + 3 4 . 7 6 EC : 4 3 6 + 5 3 . 8 7 PR C : 4 3 5 + 1 5 . 7 6 P R C : 4 3 6 + 2 6 . 9 3 S20°48'20"E 421.43 S20°48'20"E 65.24 R 9 0.00 19.01 R 9 0.0 0 19.0 1 R 9 0 .0 0 2 6 .9 3 R 9 0 .0 0 2 6 .9 3 CALTRANS RSP B11-47 MA T C H L I N E S T A 4 3 5 + 1 0 MA T C H L I N E S T A 4 3 8 + 9 1 EL E V A T I O N EL E V A T I O N 580 585 590 595 600 605 580 585 590 595 600 605 435+10 436+00 437+00 438+00 438+90 3.06%-3.39% -0.22%0.54% -5.00% -3.06% PVI STA = 435+48.54 PVI EL = 592.71 K = 3.25 L = 21.00' BV C S = 4 3 5 + 3 8 . 0 4 BV C E = 5 9 2 . 3 9 EV C S = 4 3 5 + 5 9 . 0 4 EV C E = 5 9 2 . 3 5 EL = 5 9 0 . 9 6 ST A = 4 3 6 + 0 0 . 0 0 EL = 5 8 8 . 2 7 ST A = 4 3 6 + 5 3 . 8 7 EL = 5 8 6 . 8 0 ST A = 4 3 7 + 0 1 . 8 3 EL = 5 8 6 . 4 6 ST A = 4 3 8 + 5 1 . 8 3 435+50 59 2 . 0 59 2 . 5 3 436+00 59 1 . 2 59 0 . 9 6 436+50 58 8 . 5 58 8 . 4 6 437+00 58 7 . 3 58 6 . 8 6 437+50 58 6 . 7 58 6 . 6 9 438+00 58 6 . 7 58 6 . 5 8 438+50 58 6 . 7 58 6 . 4 7 PG OG Project Client Plot Date:21 December 2022 - 6:18 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U TRAIL PLAN TRAIL PROFILE SCALE: 1" = 20' (H) 1" = 4' (V) 0 40'20'10' TRAIL PLAN AND PROFILE STA 435+10 TO STA 438+91 C-110 191" = 20' H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 N SHEET GENERAL NOTES 1.ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION. SE E S H E E T C - 1 1 1 SE E S H E E T C - 1 0 9 Page 115 of 390 5 8 5 590 58 3 58 4 586 5 8 7 5 8 8 589 590 587 588 589 5 8 0 580 585 5 8 5 585 5 8 1 581 5 8 2 582 583 583 5 8 3 583 58 4 584 586 586 587 587 588 588 584 585 585 58 1 582 583 583 58 4 584 586 586 587 587 588 588 5 8 5 5 8 3 58 4 5 8 6 584 583 584 583 583 583 584 584 583 584 583 583 583 584 D X XX XXX X X 439+00 440+00 441+00 442+00 443+00 R/W R/W R/W R/W R/W R/W R/W R/WGRADING LIMITS (TYP) RAIL CL WATERS D3 "T" LINE STA 440+77.11, 7.04' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 11" STA 442+26.79, 2.77' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 15" STA 442+69.99, 4.55' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 6" STA 442+97.61, 0.44' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 7" STA 443+23.73, 13.92' R REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 5" VALLEY OAK (QUERCUS LOBATA) STA 441+81.02, 0.76' R REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 8" STA 441+87.04, 2.29' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 5" WETLAND D WETLAND D FIBER OPTIC LINE (AT&T) PROTECT IN PLACE DRAINAGE SYSTEM NO. 3 SEE SHEET C-122 STA 441+25.77, 7.00' L BEGIN HEADWALL BEGIN CABLE RAILING STA 441+36.77, 7.00' L END HEADWALL END CABLE RAILING FIBER OPTIC LINE (AT&T) PROTECT IN PLACE 5 C-501 WETLAND GRADING BOTTOM ELEV 582.32 STA 440+96.69, 51.73' R BEGIN WETLAND GRADING STA 442+17.54, 50.50' R END WETLAND GRADING STA 441+11.65, 43.44' R AP BC : 4 4 0 + 7 5 . 3 0 BC : 4 4 1 + 3 6 . 7 7 EC : 4 4 1 + 1 4 . 2 6 EC : 4 4 1 + 7 5 . 7 3 PR C : 4 4 0 + 9 4 . 7 8 P R C : 4 4 1 + 5 6 . 2 5 S20°48'20"E 22.50 S20°48'20"E 242.99 R 90.00 19.48 R 9 0.0 0 19.4 8 R 9 0 .0 0 19 .4 8 R 9 0 .0 0 1 9 .4 8 CABLE RAILING PER CALTRANS RSP B11-47 MA T C H L I N E S T A 4 3 8 + 9 1 MA T C H L I N E S T A 4 4 2 + 9 1 EL E V A T I O N EL E V A T I O N 575 580 585 590 595 575 580 585 590 595 438+90 439+00 440+00 441+00 442+00 442+90 0.54%-0.28% -2.33% -0.58% 0.00% -1.34% EL = 5 8 6 . 8 7 ST A = 4 3 9 + 2 6 . 6 9 EL = 5 8 6 . 5 9 ST A = 4 4 0 + 2 6 . 8 3 EL = 5 8 4 . 2 8 ST A = 4 4 1 + 2 5 . 7 6 EL = 5 8 4 . 2 8 ST A = 4 4 1 + 3 6 . 7 7 EL = 5 8 2 . 7 1 ST A = 4 4 2 + 5 3 . 7 7 EL = 5 8 2 . 2 0 ST A = 4 4 1 + 2 5 . 8 3 EL = 5 8 2 . 2 0 ST A = 4 4 1 + 3 0 . 2 2 439+00 58 6 . 8 58 6 . 7 2 439+50 58 6 . 6 58 6 . 8 0 440+00 58 6 . 6 58 6 . 6 7 440+50 58 5 . 2 58 6 . 0 5 441+00 58 4 . 7 58 4 . 8 8 441+50 58 3 . 6 58 4 . 1 0 442+00 58 2 . 9 58 3 . 4 3 442+50 58 2 . 0 58 2 . 7 6 PG OG OHW - D3 24" CMP Project Client Plot Date:21 December 2022 - 6:18 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U TRAIL PLAN TRAIL PROFILE SCALE: 1" = 20' (H) 1" = 4' (V) 0 40'20'10' TRAIL PLAN AND PROFILE STA 438+91 TO STA 442+91 C-111 201" = 20' H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 N SHEET GENERAL NOTES 1.ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION. SE E S H E E T C - 1 1 2 SE E S H E E T C - 1 1 0 Page 116 of 390 585 586 587 588 588 580 580 585 585 585 585 585 57 9 579 58 1 581 582 58 2 583 583 58 3 58 4 584 584 586586 586 586 586 587 587 587 587 587 588 588 5 8 3 580 585 585 585 58 1 58258 3 58 4 58 4 586 586 586 5 8 5 58 5 582 58 2 5 8 3 58 3 5 8 3 58 3 5 8 4 58 4 5 8 4 584 583 583 583 583 X X X XXX X X X XX X 443+00 444+00 445+00 446+00 447+00 R/W R/W R/W R/W R/W R/W R/W R/W STA 442+69.99, 4.55' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 6" STA 442+97.61, 0.44' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 7" STA 443+23.73, 13.92' R REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 5" STA 443+39.11, 0.10' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 5" STA 443+40.70, 4.53' R REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 6" STA 443+56.89, 5.68' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 18" STA 443+63.85, 5.05' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 5" STA 443+76.66, 7.55' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 28" STA 443+94.51, 9.16' R REMOVE TREE COTTONWOOD (POPULUS FREMONTII SSP. FREMONTII) DBH = 8" STA 444+13.39, 2.53' L REMOVE TREE COTTONWOOD (POPULUS FREMONTII SSP. FREMONTII) DBH = 9" STA 444+84.55, 0.71' R REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 8" STA 443+22.85, 0.20' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 5" "T" LINE RAIL CL GRADING LIMITS (TYP) RAIL CL "T" LINE WETLAND D DRAINAGE SYSTEM NO. 4 SEE SHEET C-122 FIBER OPTIC LINE (AT&T) PROTECT IN PLACE STA 444+10.22, 7.00' L BEGIN MSE WALL BEGIN CABLE RAILING STA 445+25.78, 7.00' L END MSE WALL END CABLE RAILING STA 442+17.54, 50.50' R END WETLAND GRADING 5 C-501 WETLAND GRADING BOTTOM ELEV 582.58 STA 445+81.03, 48.15' R END WETLAND GRADING STA 444+91.88, 40.16' R AP STA 444+69.93, 40.53' R AP STA 443+99.26, 49.72' R BEGIN WETLAND GRADING STA 447+35.97, 45.54' R BEGIN WETLAND GRADING BC : 4 4 4 + 1 8 . 7 2 BC : 4 4 4 + 7 7 . 8 9 EC : 4 4 4 + 6 2 . 3 9 EC : 4 4 5 + 2 1 . 5 7 PR C : 4 4 4 + 4 0 . 5 5 P R C : 4 4 4 + 9 9 . 7 3 S20°48'20"E 262.15 S20°48'20"E 15.50 R60.0021.84 R60.0 0 21.8 4 R 6 0 .0 0 2 1 .8 4 R 6 0 .0 0 2 1 .8 4 WETLAND D CABLE RAILING PER CALTRANS RSP B11-47 MA T C H L I N E S T A 4 4 2 + 9 1 MA T C H L I N E S T A 4 4 6 + 8 1 EL E V A T I O N EL E V A T I O N 575 580 585 590 595 575 580 585 590 595 442+90 443+00 444+00 445+00 446+00 446+80 -0.58%-0.30% 3.36% -1.99% 7.50% -7.50 % 0.37% 0.00% PVI STA = 444+10.31 PVI EL = 581.96 K = 5.77 L = 45.00' BV C S = 4 4 3 + 8 7 . 8 1 BV C E = 5 8 2 . 0 3 EV C S = 4 4 4 + 3 2 . 8 1 EV C E = 5 8 3 . 6 5 PVI STA = 445+25.78 PVI EL = 582.28 K = 5.97 L = 47.00' BV C S = 4 4 5 + 0 2 . 2 8 BV C E = 5 8 4 . 0 4 EV C S = 4 4 5 + 4 9 . 2 8 EV C E = 5 8 2 . 3 7 EL = 5 8 2 . 1 3 ST A = 4 4 3 + 5 3 . 7 7 EL = 5 8 5 . 8 7 ST A = 4 4 4 + 6 2 . 3 9 EL = 5 8 5 . 8 7 ST A = 4 4 4 + 7 7 . 8 9 EL = 5 8 2 . 4 8 ST A = 4 4 5 + 7 9 . 6 8 EL = 5 8 4 . 1 6 ST A = 4 4 6 + 2 9 . 6 8 443+00 58 1 . 7 58 2 . 4 4 443+50 58 1 . 3 58 2 . 1 6 444+00 58 1 . 3 58 2 . 1 2 444+50 58 3 . 8 58 4 . 9 4 445+00 58 2 . 6 58 4 . 2 1 445+50 58 1 . 8 58 2 . 3 7 446+00 58 3 . 4 58 3 . 1 6 446+50 58 4 . 1 58 3 . 7 5 OG PG 36" CMP Project Client Plot Date:21 December 2022 - 6:18 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U TRAIL PLAN TRAIL PROFILE SCALE: 1" = 20' (H) 1" = 4' (V) 0 40'20'10' TRAIL PLAN AND PROFILE STA 442+91 TO STA 446+81 C-112 211" = 20' H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 N SHEET GENERAL NOTES 1.SEE SHEET S-103 FOR WALL PROFILE AND DETAIL. 2.ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION. SE E S H E E T C - 1 1 3 SE E S H E E T C - 1 1 1 Page 117 of 390 580 580 585 585 585 585 585 585 585 58 1 58 1 58 1 5 8 2 58 2 582 582 583 5 8 3 58 3 583 58 4 58 4 58 4 584 586 586 586 586586 586 586 580580 58 1 581 585 58 5 583 584 586 586 5 8 5585 5 8 1 58 1 58 2 5 8 2 5 8 2 58 2 5 8 3 583 5 8 4 584 582 581 581 581 582 X 447+00 448+00 449+00 450+00 451+00 R/W R/W R/W R/W R/W R/W R/W R/W RAIL CL STA 447+95.03, 1.23' L REMOVE TREE VALLEY OAK (QUERCUS LOBATA) DBH = 12" "T" LINE GRADING LIMITS (TYP) WETLAND B FIBER OPTIC LINE (AT&T) PROTECT IN PLACE DRAINAGE SYSTEM NO. 5 SEE SHEET C-122 STA 448+20.08, 7.00' L BEGIN HEADWALL BEGIN CABLE RAILING STA 448+30.58, 7.00' L END HEADWALL END CABLE RAILING 12" HIGH-PRESSURE GAS MAIN PROTECT IN PLACE STA 450+57.49, 7.00' L BEGIN MSE WALL BEGIN CABLE RAILING STA 450+77.49, 7.00' L END MSE WALL END CABLE RAILING 5 C-501 WETLAND GRADING BOTTOM ELEV 580.33 STA 447+35.97, 45.54' R BEGIN WETLAND GRADING STA 448+11.75, 44.17' R AP STA 448+90.99, 46.64' R END WETLAND GRADING BC : 4 4 7 + 8 3 . 7 1 BC : 4 4 8 + 3 5 . 3 3 BC : 4 5 0 + 0 0 . 3 3 BC : 4 5 0 + 7 7 . 4 9 EC : 4 4 8 + 1 5 . 3 3 EC : 4 4 8 + 6 9 . 4 8 EC : 4 5 0 + 5 7 . 4 9 PR C : 4 4 7 + 9 9 . 9 1 P R C : 4 4 8 + 5 2 . 8 0 PR C : 4 5 0 + 2 8 . 9 1 P R C : 4 5 1 + 0 6 . 2 9 S20°18'11"E 20.00 S20°48'20"E 130.85 S20°48'20"E 20.00 R90.00 16.20 R 9 0.0 0 15.41 R 9 0 .0 0 17 .4 7 R 9 0 .0 0 1 6 .6 8 R 90.0028.58 R90.0028.58 R 9 0 .0 0 2 8 .8 0 R 3 FIBER OPTIC LINE (AT&T) PROTECT IN PLACE CABLE RAILING PER CALTRANS RSP B11-47 CABLE RAILING PER CALTRANS RSP B11-47 MA T C H L I N E S T A 4 4 6 + 8 1 MA T C H L I N E S T A 4 5 0 + 5 1 EL E V A T I O N EL E V A T I O N 575 580 585 590 595 575 580 585 590 595 446+80 448+00 449+00 450+00 450+50 -1.99% 7.50% -5.00% 2.10%0.00% 0.25% 2.79% PVI STA = 448+53.17 PVI EL = 581.75 K = 3.52 L = 25.00' BV C S = 4 4 8 + 4 0 . 6 7 BV C E = 5 8 2 . 3 7 EV C S = 4 4 8 + 6 5 . 6 7 EV C E = 5 8 2 . 0 1 EL = 5 8 0 . 9 1 ST A = 4 4 7 + 9 2 . 3 2 EL = 5 8 2 . 6 4 ST A = 4 4 8 + 1 5 . 3 3 EL = 5 8 3 . 9 8 ST A = 4 4 9 + 5 9 . 8 4 EL = 5 8 2 . 6 4 ST A = 4 4 8 + 3 5 . 3 3 EL = 5 8 4 . 0 9 ST A = 4 5 0 + 0 0 . 3 3 447+00 58 2 . 3 58 2 . 7 6 447+50 58 1 . 2 58 1 . 7 6 448+00 58 0 . 2 58 1 . 4 9 448+50 58 1 . 1 58 2 . 0 3 449+00 58 2 . 2 58 2 . 7 3 449+50 58 3 . 7 58 3 . 7 8 450+00 58 3 . 7 58 4 . 0 8 OG PG 24" RCP Project Client Plot Date:21 December 2022 - 6:18 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U TRAIL PLAN TRAIL PROFILE SCALE: 1" = 20' (H) 1" = 4' (V) 0 40'20'10' TRAIL PLAN AND PROFILE STA 446+81 TO STA 450+51 C-113 221" = 20' H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 N SHEET GENERAL NOTES 1.ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION. SE E S H E E T C - 1 1 4 SE E S H E E T C - 1 1 2 1 WETLAND C MODIFICATIONS KG KG 2022-12-19 Page 118 of 390 585 585 585 583 584 586 586586 586 5 8 5 583 5 8 4 5 8 6 5 8 6 5 8 6 586 586 5 8 7 59 0 59 5 600 58 7 58 8 58 9 59 1 59 2 59 3 59 4 59 6 597 598 59 9 590 589 5 8 5 585 585 586 587451+00 452+00 453+00 454+00 455+00 R/W R/W R/W R/W R/W R/W R/W R/W RAIL CL GRADING LIMITS (TYP) "T" LINE WETLAND B STA 454+00.58, 7.00' L AP STA 454+83.74, 7.00' L AP FIBER OPTIC LINE (AT&T) PROTECT IN PLACE STA 453+34.65, 5.00' L AP STA 453+13.37, 18.00' L AP STA 453+65.36, 5.00' L AP STA 453+44.07, 18.00' L AP C44(CA) (TRUCKS ENTERING EXITING) ON YELLOW SIGN PANEL BIKE SCALE SIGN PER SECTION 9B OF THE CA MUTCD C44(CA) (TRUCKS ENTERING EXITING) ON YELLOW SIGN PANEL BIKE SCALE SIGN PER SECTION 9B OF THE CA MUTCD W I N E R Y EXISTING GATE PROTECT IN PLACE 16' STA 450+57.49, 7.00' L BEGIN MSE WALL BEGIN CABLE RAILING STA 450+77.49, 7.00' L END MSE WALL END CABLE RAILING BC : 4 5 2 + 7 1 . 7 9 BC: 454+83.74 BC : 4 5 0 + 7 7 . 4 9 EC : 4 5 2 + 7 8 . 4 6 E C : 4 5 5 + 0 4 . 1 1 EC : 4 5 0 + 5 7 . 4 9 EC : 4 5 1 + 4 1 . 0 9 PR C : 4 5 0 + 2 8 . 9 1 P R C : 4 5 1 + 0 6 . 2 9 S16°59'08"E 130.71 S20°48'14"E 205.28 S33°46'25 " E 29.60 S20°48'20"E 20.00 R 10 0 .0 0 6 .6 6 R 9 0 .0 0 2 0 .3 7 R90.0028.58 R 9 0 .0 0 2 8 .8 0 R 9 0 .0 0 3 4 .8 0 CABLE RAILING PER CALTRANS RSP B11-47 12" HIGH-PRESSURE GAS MAIN PROTECT IN PLACE MA T C H L I N E S T A 4 5 0 + 5 1 M A T C H L I N E S T A 4 5 4 + 8 6 EL E V A T I O N EL E V A T I O N 575 580 585 590 595 575 580 585 590 595 450+50 451+00 452+00 453+00 454+00 454+85 0.45%2.79% -3.00%0.98% 0.99% 0.44% EL = 5 8 5 . 6 8 ST A = 4 5 0 + 5 7 . 4 9 EL = 5 8 5 . 7 7 ST A = 4 5 0 + 7 7 . 4 9 EL = 5 8 4 . 0 9 ST A = 4 5 1 + 3 3 . 3 8 EL = 5 8 5 . 4 5 ST A = 4 5 2 + 7 1 . 7 9 EL = 5 8 7 . 1 2 ST A = 4 5 4 + 4 0 . 0 0 451+00 58 3 . 9 58 5 . 0 9 451+50 58 4 . 0 58 4 . 2 6 452+00 58 4 . 2 58 4 . 7 5 452+50 58 4 . 7 58 5 . 2 4 453+00 58 5 . 2 58 5 . 7 3 453+50 58 5 . 0 58 6 . 2 3 454+00 58 6 . 0 58 6 . 7 2 454+50 58 6 . 9 58 7 . 1 6 PG OG Project Client Plot Date:21 December 2022 - 6:19 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U TRAIL PLAN TRAIL PROFILE SCALE: 1" = 20' (H) 1" = 4' (V) 0 40'20'10' TRAIL PLAN AND PROFILE STA 450+51 TO STA 454+86 C-114 231" = 20' H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 N SHEET GENERAL NOTES 1.ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION. S E E S H E E T C - 1 1 5 SE E S H E E T C - 1 1 3 Page 119 of 390 COM R R TM 586 600 585 590 586 586 586 586 586 587 588 589 587 58 5 58 4 586 585 5 8 1 5 8 2 5 8 3 5 8 4 586 585 583 583 584 5 8 5 5 8 5 586 585 590 595 58 6 587 5 8 7 5 8 8588 587 58 7 455+00 456+0 0 457+00 458+00 459+00 R/W R/W R/W R/W R/W R/W R/W R/W PROTECT COLUMN IN PLACE GRADING LIMITS (TYP) NO R G A R D L N S B H W Y 1 0 1 N B H W Y 1 0 1 PROTECT COLUMN IN PLACE PROTECT FENCE IN PLACE RAIL CL NORGARD LANE BRIDGE SEE SHEET S-101 WATERS D2 CO U N T Y R/ W CO U N T Y R / W CO U N T Y R / W CO U N T Y R/ W "T" LINE STA 454+00.58, 7.00' L AP STA 454+83.74, 7.00' L AP STA 457+42.46, 5.00' L AP STA 457+42.46, 5.00' R AP PROTECT EXISTING RAIL BRIDGE IN PLACE STA 457+61.83, 0.00' BEGIN BRIDGE STA 458+06.83, 0.00' END BRIDGE STA 458+27.91, 5.00' L AP STA 458+27.91, 5.00' R AP C44(CA) (TRUCKS ENTERING EXITING) BIKE SCALE SIGN PER SECTION 9B OF THE CA MUTCD EN D B A S E B I D , B E G I N A D D - A L T GAS LINE PROTECT IN PLACE FIBER OPTIC LINE PROTECT IN PLACEBC: 454+83.74 B C : 4 5 5 + 3 3 . 7 2 BC: 457+42.46 B C : 4 5 5 + 6 6 . 3 0 BC : 4 5 6 + 5 6 . 1 4 E C : 4 5 5 + 0 4 . 1 1 E C : 4 5 5 + 4 1 . 5 5 EC: 457+60.75 EC : 4 5 6 + 1 5 . 7 6 EC : 4 5 6 + 8 3 . 3 0 PR C : 4 5 5 + 9 3 . 8 6 PRC: 456+68.57 S33°46'25" E 29.60 S26°17'56"E 24.75 S20°47'37"E 446.03 S12°03'42" E 59.16S20°53'18"E 40.38R90.0 0 2 0 .3 7 R 6 0 .0 0 7 .8 3 R120.0 0 18.2 9 R 60.0027.56 R60.0021.90 R 1 5 .0 0 1 2 .4 3 R 1 5 .0 0 1 4 .7 4 SEE ELECTRICAL PLANS 12" HIGH-PRESSURE GAS MAIN PROTECT IN PLACE MA T C H L I N E S T A 4 5 4 + 8 6 MA T C H L I N E S T A 4 5 8 + 6 1 EL E V A T I O N EL E V A T I O N 575 580 585 590 595 575 580 585 590 595 454+85 455+00 456+00 457+00 458+00 458+60 0.00%-1.62% -0.98% -4.50%0.39%-0.60%-0.50% 2.36%0.44% EL = 5 8 8 . 0 9 ST A = 4 5 8 + 0 7 . 9 1 EL = 5 8 6 . 4 3 ST A = 4 5 6 + 2 5 . 7 6 EL = 5 8 6 . 1 2 ST A = 4 5 6 + 3 2 . 8 2 EL = 5 8 6 . 1 5 ST A = 4 5 6 + 4 2 . 3 4 EL = 5 8 6 . 1 0 ST A = 4 5 6 + 5 1 . 1 4 EL = 5 8 6 . 0 0 ST A = 4 5 6 + 7 2 . 0 9 EL = 5 8 8 . 0 9 ST A = 4 5 7 + 6 0 . 7 5 EL = 5 8 7 . 4 7 ST A = 4 5 5 + 1 9 . 8 1 EL = 5 8 3 . 0 0 ST A = 4 5 7 + 7 3 . 2 0 EL = 5 8 3 . 0 0 ST A = 4 5 7 + 8 9 . 0 8 455+00 58 7 . 0 58 7 . 3 8 455+50 58 7 . 3 58 7 . 1 7 456+00 58 6 . 3 58 6 . 6 9 456+50 58 6 . 1 58 6 . 1 1 457+00 58 5 . 7 58 6 . 6 6 457+50 58 5 . 0 58 7 . 8 4 458+00 58 4 . 4 58 8 . 0 9 458+50 58 5 . 1 58 7 . 4 1 NO R G A R D L N OG PG NORGARD LANE BRIDGE SEE SHEET S-101 OHW - D2 Project Client Plot Date:21 December 2022 - 6:19 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U TRAIL PLAN TRAIL PROFILE SCALE: 1" = 20' (H) 1" = 4' (V) 0 40'20'10' TRAIL PLAN AND PROFILE STA 454+86 TO STA 458+61 C-115 241" = 20' H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 N SHEET GENERAL NOTES BASE BID AND ADD ALTERNATIVE SE E S H E E T C - 1 1 6 SE E S H E E T C - 1 1 4 1 UPDATED NOTES EF EF 2022-12-20 1.FOR SIGNING AND STRIPING INFORMATION AND LAYOUT, SEE SHEET C-403. 2.ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION. 3.HYDRAULIC CALCULATIONS FOR STREAM IMPACTS MUST BE COMPLETED PRIOR TO CONSTRUCTION. Page 120 of 390 585 590 595 58 5 586 587 586 587 586 586 586 586 586 586587 587 587 588 588 586 587 5 8 6 586586 5 8 6 5 8 7 5 8 7 587 588588 5 8 8 459+00 460+00 461+00 462+00 R/W R/W R/W R/W R/W R/W R/W R/W NORGARD LANE BRIDGE SEE SHEET S-101 STA 458+06.83, 0.00' END BRIDGE STA 458+27.91, 5.00' L AP STA 458+27.91, 5.00' R AP "T" LINE RAIL CL GRADING LIMITS (TYP) 12" HIGH-PRESSURE GAS MAIN PROTECT IN PLACE FIBER OPTIC LINE (AT&T) PROTECT IN PLACE BC : 4 6 2 + 0 6 . 7 8 BC : 4 6 2 + 5 1 . 5 6 EC : 4 6 2 + 1 4 . 7 9 EC : 4 6 2 + 5 9 . 6 0 S15°41'26"E 36.76 R 9 0.0 0 8 .0 2 R90.00 8.04 MA T C H L I N E S T A 4 5 8 + 6 1 MA T C H L I N E S T A 4 6 2 + 5 1 EL E V A T I O N EL E V A T I O N 575 580 585 590 595 600 575 580 585 590 595 600 458+60 459+00 460+00 461+00 462+00 462+50 2.25% 0.92%-0.56% -3.62% -1.62%EL = 5 8 5 . 7 9 ST A = 4 5 9 + 4 9 . 6 4 EL = 5 8 6 . 9 0 ST A = 4 5 9 + 9 9 . 0 4 EL = 5 8 8 . 1 1 ST A = 4 6 1 + 3 0 . 0 4 EL = 5 8 7 . 6 7 ST A = 4 6 2 + 0 9 . 3 9 459+00 58 5 . 8 58 6 . 6 0 459+50 58 5 . 7 58 5 . 8 0 460+00 58 6 . 7 58 6 . 9 1 460+50 58 7 . 6 58 7 . 3 7 461+00 58 7 . 8 58 7 . 8 3 461+50 58 8 . 2 58 8 . 0 0 462+00 58 7 . 9 58 7 . 7 2 OG PG Project Client Plot Date:21 December 2022 - 6:19 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U TRAIL PLAN TRAIL PROFILE SCALE: 1" = 20' (H) 1" = 4' (V) 0 40'20'10' TRAIL PLAN AND PROFILE STA 458+61 TO STA 462+51 C-116 251" = 20' H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 N ADD ALTERNATIVE SHEET GENERAL NOTES 1.ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION. SE E S H E E T C - 1 1 7 SE E S H E E T C - 1 1 5 Page 121 of 390 586 586 586 586 587 586 5 8 5 585 5 8 6 586 586 5 8 7 463+00 464+00 465+00 466+00 R/W R/W R/W R/W R/W R/W R/W R/W GRADING LIMITS (TYP) RAIL CL "T" LINE GRADING LIMITS (TYP) GRADING LIMITS (TYP)12" HIGH-PRESSURE GAS MAIN PROTECT IN PLACE FIBER OPTIC LINE (AT&T) PROTECT IN PLACE BC : 4 6 2 + 0 6 . 7 8 BC : 4 6 2 + 5 1 . 5 6 EC : 4 6 2 + 1 4 . 7 9 EC : 4 6 2 + 5 9 . 6 0 S15°41'26"E 36.76 S20°48'41"E 1740.40 R 9 0.0 0 8 .0 2 R90.00 8.04 MA T C H L I N E S T A 4 6 2 + 5 1 MA T C H L I N E S T A 4 6 6 + 4 1 EL E V A T I O N EL E V A T I O N 575 580 585 590 595 600 575 580 585 590 595 600 462+50 463+00 464+00 465+00 466+00 466+40 -3.62%0.65%-0.25% -0.67% EL = 5 8 5 . 8 5 ST A = 4 6 2 + 5 9 . 6 0 EL = 5 8 6 . 5 0 ST A = 4 6 3 + 5 9 . 2 6 EL = 5 8 6 . 0 0 ST A = 4 6 5 + 5 9 . 2 6 463+00 58 6 . 0 58 6 . 1 1 463+50 58 6 . 1 58 6 . 4 4 464+00 58 6 . 0 58 6 . 4 0 464+50 58 6 . 1 58 6 . 2 7 465+00 58 5 . 9 58 6 . 1 5 465+50 58 5 . 7 58 6 . 0 2 466+00 58 5 . 8 58 5 . 7 3 PG OG Project Client Plot Date:21 December 2022 - 6:19 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U TRAIL PLAN TRAIL PROFILE SCALE: 1" = 20' (H) 1" = 4' (V) 0 40'20'10' TRAIL PLAN AND PROFILE STA 462+51 TO STA 466+41 C-117 261" = 20' H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 N ADD ALTERNATIVE SHEET GENERAL NOTES 1.ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION. SE E S H E E T C - 1 1 8 SE E S H E E T C - 1 1 6 Page 122 of 390 585 585 586 585 584 585 585 585 584 585 466+00 467+00 468+00 469+00 470+00 R/W R/W R/W R/W R/W R/W R/W R/W GRADING LIMITS (TYP) RAIL CL "T" LINE GRADING LIMITS (TYP) 12" HIGH-PRESSURE GAS MAIN PROTECT IN PLACE FIBER OPTIC LINE (AT&T) PROTECT IN PLACE FIBER OPTIC LINE (AT&T) PROTECT IN PLACE MA T C H L I N E S T A 4 6 6 + 4 1 MA T C H L I N E S T A 4 7 0 + 3 1 EL E V A T I O N EL E V A T I O N 575 580 585 590 595 600 575 580 585 590 595 600 466+40 467+00 468+00 469+00 470+00 470+30 -0.67%0.48%-0.22% EL = 5 8 5 . 0 0 ST A = 4 6 7 + 0 9 . 2 6 EL = 5 8 5 . 6 0 ST A = 4 6 8 + 3 4 . 2 6 466+50 58 5 . 4 58 5 . 4 0 467+00 58 5 . 2 58 5 . 0 6 467+50 58 5 . 1 58 5 . 2 0 468+00 58 5 . 3 58 5 . 4 4 468+50 58 5 . 3 58 5 . 5 7 469+00 58 5 . 1 58 5 . 4 6 469+50 58 5 . 1 58 5 . 3 5 470+00 58 4 . 5 58 5 . 2 4 OG PG Project Client Plot Date:21 December 2022 - 6:19 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U TRAIL PLAN TRAIL PROFILE SCALE: 1" = 20' (H) 1" = 4' (V) 0 40'20'10' TRAIL PLAN AND PROFILE STA 466+41 TO STA 470+31 C-118 271" = 20' H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 N ADD ALTERNATIVE SHEET GENERAL NOTES 1.ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION. SE E S H E E T C - 1 1 9 SE E S H E E T C - 1 1 7 Page 123 of 390 585 585 584 585 582 583 584 584 584 582 583 583 583 584 582 583 583 583 584 891011 585 583584 582 470+00 471+00 472+00 473+00 474+00 R/W R/W R/W R/W R/W R/W R/W R/W "T" LINE GRADING LIMITS (TYP) RAIL CL FIBER OPTIC LINE (AT&T) PROTECT IN PLACE RELOCATE STORAGE CONTAINER COORDINATE RELOCATION WITH CITY OF UKIAH REMOVE CONCRETE PAD 12" HIGH-PRESSURE GAS MAIN PROTECT IN PLACE STA 473+38.49, 15.55' L BEGIN FENCE (TYPE CL-4) PER CALTRANS STD. PLAN A85 STA 473+38.49, 8.76' L AP FENCE PROTECT IN PLACE SEE SHEET C-407 FOR MORE INFORMATION MA T C H L I N E S T A 4 7 0 + 3 1 MA T C H L I N E S T A 4 7 4 + 2 1 EL E V A T I O N EL E V A T I O N 575 580 585 590 595 600 575 580 585 590 595 600 470+30 471+00 472+00 473+00 474+00 474+20 -0.79% -0.22% EL = 5 8 5 . 0 2 ST A = 4 7 0 + 9 9 . 2 6 470+50 58 4 . 4 58 5 . 1 3 471+00 58 4 . 7 58 5 . 0 2 471+50 58 4 . 0 58 4 . 6 2 472+00 58 3 . 5 58 4 . 2 3 472+50 58 3 . 5 58 3 . 8 3 473+00 58 3 . 4 58 3 . 4 4 473+50 58 3 . 0 58 3 . 0 4 474+00 58 2 . 8 58 2 . 6 5 PG OG Project Client Plot Date:21 December 2022 - 6:19 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U TRAIL PLAN TRAIL PROFILE SCALE: 1" = 20' (H) 1" = 4' (V) 0 40'20'10' TRAIL PLAN AND PROFILE STA 470+31 TO STA 474+21 C-119 281" = 20' H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 N ADD ALTERNATIVE SHEET GENERAL NOTES 1.ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION. SE E S H E E T C - 1 2 0 SE E S H E E T C - 1 1 8 Page 124 of 390 ATT & T OP T I C A L AT T & T OP T I C A L 582 583 583 583 584 582 583 583 583 584 582 582 582 582 583 5 8 1 5 8 2 58 0 580 579 581 581 580 579 581 580 580 579 58 1 4 3 2 1567891011 5 8 2 581 582 582 582 X XXXX474+00 475+00 476+00 477+00 478+00 R/W R/W R/W R/W R/W R/W RAIL CL "T" LINE STA 476+86.79, 5.00' L AP STA 476+86.79, 5.00' R AP STA 477+58.95, 5.00' L AP STA 477+58.95, 5.00' R AP STA 477+07.87, 0.00' BEGIN BRIDGE WATERS D1 PLANT RD BRIDGE SEE SHEET S-102 PROTECT EXISTING RAIL BRIDGE IN PLACE PL A N T R D SEE SHEET C-407 FOR MORE INFORMATION FIBER OPTIC LINE (AT&T) PROTECT IN PLACE STA 477+06.79, 8.75' L END FENCE (TYPE CL-4) 12" GAS LINE PROTECT IN PLACE STA 477+14.80, 1.83' L REMOVE TREE BIG LEAF MAPLE (ACER MACROPHYLLUM) DBH = 5" STA 477+15.88, 1.88' L REMOVE TREE BIG LEAF MAPLE (ACER MACROPHYLLUM) DBH = 5" STA 477+20.83, 4.67' L REMOVE TREE BIG LEAF MAPLE (ACER MACROPHYLLUM) DBH = 5" STA 477+20.87, 3.23' L REMOVE TREE BIG LEAF MAPLE (ACER MACROPHYLLUM) DBH = 4" STA 477+30.96, 5.23' R REMOVE TREE BIG LEAF MAPLE (ACER MACROPHYLLUM) DBH = 5" STA 477+37.87, 0.00' END BRIDGE ANIMAL SHELTER SEE LANDSCAPE PLANS STA 475+54.81, 8.75' L END FENCE (TYPE CL-4) STA 475+94.81, 8.75' L BEGIN FENCE (TYPE CL-4) PER CALTRANS STD. PLAN A85 FIBER OPTIC LINE (AT&T) PROTECT IN PLACE SANITARY SEWER LINE PROTECT IN PLACE MA T C H L I N E S T A 4 7 4 + 2 1 EL E V A T I O N EL E V A T I O N 570 575 580 585 590 595 570 575 580 585 590 595 474+20 475+00 476+00 477+00 478+00 478+50 -0.79% 0.00% -5.41% -1.00%-0.50% 1.35% EL = 5 8 1 . 4 3 ST A = 4 7 5 + 5 4 . 8 1 EL = 5 8 2 . 7 5 ST A = 4 7 7 + 3 8 . 9 5 EL = 5 8 1 . 2 4 ST A = 4 7 7 + 6 6 . 7 4 EL = 5 8 1 . 1 3 ST A = 4 7 7 + 7 7 . 9 5 EL = 5 8 1 . 2 3 ST A = 4 7 5 + 9 4 . 5 7 EL = 5 8 2 . 7 5 ST A = 4 7 7 + 0 6 . 7 9 EL = 5 7 9 . 6 0 ST A = 4 7 7 + 1 3 . 1 6 EL = 5 7 9 . 6 0 ST A = 4 7 7 + 2 8 . 6 6 474+50 58 2 . 1 58 2 . 2 6 475+00 58 1 . 9 58 1 . 8 6 475+50 58 2 . 2 58 1 . 4 7 476+00 58 2 . 0 58 1 . 3 0 476+50 58 1 . 9 58 1 . 9 8 477+00 58 1 . 0 58 2 . 6 5 477+50 58 0 . 8 58 2 . 1 5 478+00 58 0 . 7 PLANT RD BRIDGE SEE SHEET S-102 PL A N T R D OHW - D1 PG OG Project Client Plot Date:21 December 2022 - 6:20 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U TRAIL PLAN TRAIL PROFILE SCALE: 1" = 20' (H) 1" = 4' (V) 0 40'20'10' TRAIL PLAN AND PROFILE STA 474+21 TO STA 478+50 C-120 291" = 20' H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 N ADD ALTERNATIVE SHEET GENERAL NOTES SE E S H E E T C - 1 1 9 1.FOR SIGNING AND STRIPING INFORMATION AND LAYOUT, SEE SHEET C-404. 2.ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION. 3.HYDRAULIC CALCULATIONS FOR STREAM IMPACTS MUST BE COMPLETED PRIOR TO CONSTRUCTION. 1 UPDATED NOTES EF EF 2022-12-20 Page 125 of 390 59 2 59 0 59 5 5 9 5 59 1 59 2 59 3 59 4 5 9 6 59 6 5 9 7 59 7 42 9 + 0 0 "T " L I N E 48" CMP 48" CMP (E) 48" CMP (E) 48" CMP RA I L C L 38' x 6' R/ W R/ W PROTECT HEADWALL IN PLACE R/ W WETLAND (TYP) GRADING LIMITS (TYP) REMOVE (E) RSP 1 C-503 ROCK SLOPE PROTECTION EL E V A T I O N EL E V A T I O N DS-1A - PROFILE 585 590 595 600 585 590 595 600 0+00 0+50 1+00 1+09 ST A = 4 2 9 + 3 1 . 3 2 IN V = 5 8 7 . 3 7 ST A = 4 2 9 + 3 2 . 2 5 IN V = 5 8 7 . 2 7 48" CMP OG FG GRADE TO DRAIN 1 C-503 "T" LINE 48" CMP 20 LF @ S=0.0050 UNIVERSAL COUPLING COLLAR PER CALTRANS STD. PLAN D97C2. 5 ' CABLE RAILING PER REVISED CALTRANS STD PLAN B11-47 EL E V A T I O N EL E V A T I O N DS-1B - PROFILE 585 590 595 600 585 590 595 600 0+00 0+50 1+00 1+09 ST A = 4 2 9 + 4 4 . 3 0 IN V = 5 8 7 . 4 9 ST A = 4 2 9 + 4 3 . 4 8 IN V = 5 8 7 . 6 9 48" CMP OG FG GRADE TO DRAIN 1 C-503 "T" LINE 2. 5 ' 48" CMP 20 LF @ S=0.0099 UNIVERSAL COUPLING COLLAR PER CALTRANS STD. PLAN D97C CABLE RAILING PER REVISED CALTRANS STD PLAN B11-47 589 589 59 0 5 9 0 590 5 9 0 589 589 59 1 5 9 1 5 9 1 59 2 59 2 5 9 2 59 3 59 3 5 9 3 586 58 6 587 587 588 588 589 43 4 + 0 0 "T " L I N E R/ W R/ W R/ W R/ W RA I L C L 24" RCP (E) 24" RCP HEADWALL GRADING LIMITS (TYP) 10' x 4' 1 C-503 ROCK SLOPE PROTECTION EL E V A T I O N EL E V A T I O N DS-2 - PROFILE 583 585 590 595 583 585 590 595 0+00 0+50 1+00 1+13 24" RCP 24" RCP 16 LF @ S=0.0035 ST A = 4 3 4 + 1 7 . 1 8 IN V = 5 8 5 . 4 1 ST A = 4 3 4 + 1 8 . 5 6 IN V = 5 8 5 . 3 6 OG FG 6 C-501 CONCRETE COLLAR STRAIGHT HEADWALL SINGLE CIRCULAR PIPE PER CALTRANS REVISED STD. PLAN D89A 1 C-503 "T" LINE CABLE RAILING PER REVISED CALTRANS STD PLAN B11-47 1. 5 ' 4' 10.5' 0. 6 7 ' 1' INV = 585.36 24" RCP 4. 2 5 ' 5.25'5.25' 1' TRAIL BEHIND WALL ELEV 588.78 FG AT SHOULDER ELEV 588.50 FG AT SHOULDER ELEV 590.61 TOP OF HEADWALL FINISHED GRADE, FLOWLINE TOP OF FOOTING BOTTOM OF FOOTING 1' Project Client Plot Date:21 December 2022 - 6:22 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-DRN-RD-D121.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U DRAINAGE PLAN 1 C-121 30AS NOTED H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 1B 1A 0 20'10' 1" = 10'1 DRAINAGE SYSTEM 1 - PLAN SCALE: 1" = 10' N 0 20'10' 1" = 10' 0 10'5' 1" = 5' H: V: 0 20'10' 1" = 10' 0 10'5' 1" = 5' H: V: 0 20'10' 1" = 10'2 DRAINAGE SYSTEM 2 - PLAN SCALE: 1" = 10' N 0 20'10' 1" = 10' 0 10'5' 1" = 5' H: V: DRAINAGE SYSTEM 2 - HEADWALL PROFILE SCALE: 1" = 2.5' SHEET GENERAL NOTES 1.ROCK SLOPE PROTECTION: MINIMUM ROCK SLOPE PROTECTION AT STANDARD CMP OR RCP OUTLET SHALL BE FACING CLASS, PLACEMENT METHOD B. MINIMUM THICKNESS SHALL BE 1.8 FEET AND MINIMUM STONE WEIGHT SHALL BE 7 POUNDS. Page 126 of 390 D 585 58 4 5 8 3 5 8 3 58 4 5 8 3 5 8 3 583 44 1 + 0 0 D 24 " C M P 24 INCH CORRUGATED METAL PIPE R/ W R/ W R/ W R/ W RA I L C L "T " L I N E WETLAND (TYP) HEADWALL GRADING LIMITS (TYP) 10' x 4'1 C-503 ROCK SLOPE PROTECTION 1 C-502 STORM DRAIN MANHOLE 5 C-501 WETLAND GRADING EL E V A T I O N EL E V A T I O N DS-3 - PROFILE 577 580 585 590 577 580 585 590 0+00 0+50 0+91 OG FG 24" CMP24" CMP 15 LF @ S=0.0094 ST A = 4 4 1 + 3 1 . 2 7 IN V = 5 8 0 . 4 6 ST A = 4 4 1 + 2 3 . 5 2 IN V = 5 8 0 . 6 0 SD M H 4 8 " ST A = 4 4 1 + 2 3 . 5 2 , 5 . 7 0 ' R RI M = 5 8 4 . 4 2 H = 3 . 8 2 ' STRAIGHT HEADWALL, SINGLE CIRCULAR PIPE PER CALTRANS REVISED STD. PLAN D89A GRADE TO DRAIN 5 C-501 WETLAND GRADING 1 C-502 1 C-503 "T" LINE CABLE RAILING PER REVISED CALTRANS STD PLAN B11-47 1. 5 ' 4' 585 585 58 4 583 4 4 5 + 0 0 R/ W R/ W R/ W R/ W MSE WALL WETLAND (TYP) RA I L C L 36" CMP 36 INCH CORRUGATED METAL PIPE GRADING LIMITS (TYP) " T " L I N E 5 C-501 WETLAND GRADING 17' x 6' 1 C-503 ROCK SLOPE PROTECTION EL E V A T I O N DS-4 - PROFILE 577 580 585 590 577 580 585 590 0+00 0+50 0+80 GRADE TO DRAIN ST A = 4 4 4 + 7 0 . 1 4 IN V = 5 8 0 . 7 9 ST A = 4 4 4 + 7 0 . 1 4 IN V = 5 8 0 . 6 5 36" CMP OG FG 5 C-501 WETLAND GRADING UNIVERSAL COUPLING COLLAR PER CALTRANS STD. PLAN D97C 1 C-503 "T" LINE 36" CMP 7 LF @ S=0.0200 2' 6' CABLE RAILING PER REVISED CALTRANS STD PLAN B11-47 582 582 581 5 8 0 58 0 581 58 1 44 8 + 0 0 " T " L I N E R/ W R/ W R/ W R/ W RA I L C L WETLAND (TYP) GRADING LIMITS (TYP) HEADWALL 24" RCP 24" RCP 5 C-501 WETLAND GRADING 10' x 4'1 C-503 ROCK SLOPE PROTECTION EL E V A T I O N EL E V A T I O N DS-5 - PROFILE 575 580 585 590 575 580 585 590 0+00 0+50 0+80 24" RCP 16 LF @ S=0.0035 24" RCP ST A = 4 4 8 + 2 5 . 3 3 IN V = 5 7 9 . 2 8 ST A = 4 4 8 + 2 5 . 3 3 IN V = 5 7 9 . 3 4 GRADE TO DRAIN OG FG 1 C-503 STRAIGHT HEADWALL SINGLE CIRCULAR PIPE PER CALTRANS REVISED STD. PLAN D89A "T" LINE CABLE RAILING PER REVISED CALTRANS STD PLAN B11-47 1. 5 ' 4' 5 C-501 WETLAND GRADING 6 C-501 CONCRETE COLLAR 11' 1' 5.5'5.5' 24" CMP TRAIL BEHIND WALL ELEV 584.10 FG AT SHOULDER ELEV 584.10 FG AT SHOULDER 4. 2 5 ' 0. 6 7 ' 1'INV = 580.46 ELEV 585.71 TOP OF HEADWALL FINISHED GRADE, FLOWLINE TOP OF FOOTING BOTTOM OF FOOTING 1' 24" RCP INV = 579.28 TRAIL BEHIND WALL 10.5' 1' 4. 2 5 ' 0. 6 7 ' 1' 1' ELEV 582.53 FG AT SHOULDER ELEV 582.53 FG AT SHOULDER ELEV 584.53 TOP OF HEADWALL 5.25'5.25' FINISHED GRADE, FLOWLINE TOP OF FOOTING BOTTOM OF FOOTING Project Client Plot Date:21 December 2022 - 6:23 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-DRN-RD-D121.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U DRAINAGE PLAN 2 C-122 31AS NOTED H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 0 20'10' 1" = 10' 0 10'5' 1" = 5' H: V: 0 20'10' 1" = 10'3 DRAINAGE SYSTEM 3 - PLAN SCALE: 1" = 10' N 0 20'10' 1" = 10'4 DRAINAGE SYSTEM 4 - PLAN SCALE: 1" = 10' N 0 20'10' 1" = 10' 0 10'5' 1" = 5' H: V: 0 20'10' 1" = 10'5 DRAINAGE SYSTEM 5 - PLAN SCALE: 1" = 10' N 0 20'10' 1" = 10' 0 10'5' 1" = 5' H: V: DRAINAGE SYSTEM 3 - HEADWALL PROFILE SCALE: 1" = 2.5' DRAINAGE SYSTEM 5 - HEADWALL PROFILE SCALE: 1" = 2.5' DRAINAGE SYSTEM 4 - MSE WALL PROFILE SCALE: 1" = 2.5' FOR MSE WALL PROFILE SEE SHEET S-103 SHEET GENERAL NOTES 1.ROCK SLOPE PROTECTION: MINIMUM ROCK SLOPE PROTECTION AT STANDARD CMP OR RCP OUTLET SHALL BE FACING CLASS, PLACEMENT METHOD B. MINIMUM THICKNESS SHALL BE 1.8 FEET AND MINIMUM STONE WEIGHT SHALL BE 7 POUNDS. Page 127 of 390 D D STOP STOP BIKE LANE FO 40 0 + 0 0 4 0 1 + 0 0 COMMERCE DR " T " L I N E R A I L C L R / W R / W R / W R / W A I R P O R T R D A I R P O R T R D UD2 RD2 C1 C1 P4 P5 S1 #R1-1 (STOP) P6 150 LF S1 #W3-1 (STOP AHEAD) S1 #W10-2(L) (GRADE CROSSING) RD1 RD1 UD1 S1R5-3 (NO MOTOR VEHICLES) Project Client Plot Date:21 December 2022 - 6:25 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-INT-RD-D401.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U GRADE CROSSING PLAN - COMMERCE DIVE C-401 321" = 20' H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 N 0 40'20'10'GRADE CROSSING PLAN - COMMERCE DIVE SCALE: 1" = 20' KEY NOTES CD1 PROTECT EXISTING DRIVEWAY. CD2 SAWCUT WITH 1'HMA (TYPE A) BACKFILL. CD3 REMOVE FENCE. C1 NON-MOTORIZED PATHWAY. C2 CURB RAMP PER CALTRANS STD. PLAN A88A AND A88B. C3 4' CHAIN LINK FENCE PER CALTRANS STD. PLAN A85. GENERAL NOTES 1.CONTOURS AND VEGETATION ARE NOT SHOWN FOR CLARITY. SEE PLAN AND PROFILE PLANS. 4.CONTRACTOR TO FIELD FIT GATES AND FENCES. 5.ALL EXISTING STRIPING THAT CONFLICTS WITH THE PROPOSED STRIPING (WITHIN 25' OF THE TRACK) IS TO BE REMOVED BY GRINDING, UNLESS OTHERWISE NOTED. 6.CONTRACTOR TO VERIFY WITH ENGINEER ALL STRIPE TO BE REMOVED PRIOR TO REMOVAL. 7.# SIGN: BIKE SCALE SIGN PER SECTION 9B OF THE CA MUTCD. 8.SIGNS ARE PER CALIFORNIA MUTCD STD. UNLESS STATED OTHERWISE. 9.ALL EXISTING STREET SIGNS WITHIN RAIL RIGHT OF WAY ARE TO REMAIN UNLESS FOUND IN CONFLICT WITH CROSSING IMPROVEMENTS. IN THIS CASE, THESE SIGNS ARE EITHER REMOVED, RELOCATED, OR REPLACED PER DIRECTION OF THE FIELD ENGINEER WITH APPROVAL OF CITY OR COUNTY PUBLIC WORKS DEPARTMENT. 10.CONTRACTOR TO MARK PLACEMENT OF ALL SIGNS, PAVEMENT MARKINGS, AND STRIPING IN THE FIELD FOR VERIFICATION AND APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION. 11.PATHWAY SIGNS AT GRADE CROSSINGS ARE SET 50' O.C. AS MEASURED FROM SIGN R1-1. 12.LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM INFORMATION AVAILABLE AT THE TIME OF DESIGN. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTRACTOR SHALL NOTIFY THE OWNER AND UNDERGROUND SERVICES ALERT (U.S.A.) (800) 277-2600 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. CONTRACTOR TO VERIFY ACTUAL SITE CONDITIONS PRIOR TO PERFORMING WORK. CONSTRUCTION NOTES PAVEMENT DELINEATION NOTES PD1 REMOVE STRIPE OR MARKING. P1 24" x LANE WIDTH WHITE THERMOPLASTIC MARKING. P2 RAILROAD CROSSING WHITE THERMOPLASTIC MARKING PER CALTRANS STD. PLAN A24B. P3 10' WHITE THERMOPLASTIC CONTINENTAL CROSSWALK PER CALTRANS STD. PLAN A24F. P4 12" x LANE WIDTH WHITE PAINT MARKING. P5 'STOP' WHITE PAINT MARKING PER CALTRANS STD. PLAN A24D (1/2 SCALE). P6 4" YELLOW PAINT STRIPE. P7 'STOP' WHITE THERMOPLASTIC MARKING PER CALTRANS STD. PLAN A24D. P8 THERMOPLASTIC WHITE YEILD LINE PAVEMENT MARKING PER CALTRANS STD. PLAN A24E. SIGNING NOTES SD1 REMOVE SIGN. SD2 RELOCATE SIGN. SD3 PROTECT SIGN IN PLACE. S1 ROADSIDE SIGN PER CITY OF UKIAH STD. PLAN 120. S2 RECTANGULAR RAPID FLASHING BEACON, SEE ELECTRICAL PLANS. UTILITY NOTES UD1 PROTECT UTILITY IN PLACE. UD2 REMOVE METER. UD3 RELOCATE UTILITY MARKER. RAIL NOTES RD1 PROTECT EXISTING EQUIPMENT IN PLACE. RD2 REMOVE CIL. Page 128 of 390 R R R R 4 3 1 + 0 0 4 3 2 + 0 0 4 3 3 + 0 0 43 4 + 0 0 AIRP O R T P A R K B L V D AI R P O R T R D R A I L C L R / W R / W R / W R / W CITY R/W CITY R/W " T " L I N E EM E R A L D S U N DR I V E W A Y P2 S1W10-1 (RR XING) PD1 PD1 P7 SD1 S1R15-1P (CROSSBUCK) R1-1 (STOP) P1 S1W11-15 (TRAIL WARNING) W16-7P (ARROW) P1 S1 W10-1 (RR XING)PD1 PD1 PD1 S1 R15-1P (CROSSBUCK) R1-1 (STOP) P1 P7 P3 CD2 SD1 C2CASE F P4 S1#R1-1 (STOP) P5 P6150 LF S1#W3-1 (STOP AHEAD) S1#W10-2(R) (GRADE CROSSING) C1 CD1 CD1 C2 CASE F P4 S1 #R1-1 (STOP) P5 P6 150 LF S1 #W3-1 (STOP AHEAD) S1 #W10-2(L) (GRADE CROSSING) C1 UD1 UD1 UD1 S1W3-1 (STOP AHEAD) S1 W11-15 (TRAIL WARNING) W16-7P (ARROW) UD3 UD3 UD3 Project Client Plot Date:21 December 2022 - 6:25 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-INT-RD-D401.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U GRADE CROSSING PLAN - AIRPORT RD / AIRPORT PARK BLVD C-402 331" = 20' H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 N GRADE CROSSING PLAN - AIRPORT RD / AIRPORT PARK BLVD SCALE: 1" = 20' 0 40'20'10' KEY NOTES CD1 PROTECT EXISTING DRIVEWAY. CD2 SAWCUT WITH 1'HMA (TYPE A) BACKFILL. CD3 REMOVE FENCE. C1 NON-MOTORIZED PATHWAY. C2 CURB RAMP PER CALTRANS STD. PLAN A88A AND A88B. C3 4' CHAIN LINK FENCE PER CALTRANS STD. PLAN A85. GENERAL NOTES 1.CONTOURS AND VEGETATION ARE NOT SHOWN FOR CLARITY. SEE PLAN AND PROFILE PLANS. 4.CONTRACTOR TO FIELD FIT GATES AND FENCES. 5.ALL EXISTING STRIPING THAT CONFLICTS WITH THE PROPOSED STRIPING (WITHIN 25' OF THE TRACK) IS TO BE REMOVED BY GRINDING, UNLESS OTHERWISE NOTED. 6.CONTRACTOR TO VERIFY WITH ENGINEER ALL STRIPE TO BE REMOVED PRIOR TO REMOVAL. 7.# SIGN: BIKE SCALE SIGN PER SECTION 9B OF THE CA MUTCD. 8.SIGNS ARE PER CALIFORNIA MUTCD STD. UNLESS STATED OTHERWISE. 9.ALL EXISTING STREET SIGNS WITHIN RAIL RIGHT OF WAY ARE TO REMAIN UNLESS FOUND IN CONFLICT WITH CROSSING IMPROVEMENTS. IN THIS CASE, THESE SIGNS ARE EITHER REMOVED, RELOCATED, OR REPLACED PER DIRECTION OF THE FIELD ENGINEER WITH APPROVAL OF CITY OR COUNTY PUBLIC WORKS DEPARTMENT. 10.CONTRACTOR TO MARK PLACEMENT OF ALL SIGNS, PAVEMENT MARKINGS, AND STRIPING IN THE FIELD FOR VERIFICATION AND APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION. 11.PATHWAY SIGNS AT GRADE CROSSINGS ARE SET 50' O.C. AS MEASURED FROM SIGN R1-1. 12.LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM INFORMATION AVAILABLE AT THE TIME OF DESIGN. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTRACTOR SHALL NOTIFY THE OWNER AND UNDERGROUND SERVICES ALERT (U.S.A.) (800) 277-2600 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. CONTRACTOR TO VERIFY ACTUAL SITE CONDITIONS PRIOR TO PERFORMING WORK. CONSTRUCTION NOTES PAVEMENT DELINEATION NOTES PD1 REMOVE STRIPE OR MARKING. P1 24" x LANE WIDTH WHITE THERMOPLASTIC MARKING. P2 RAILROAD CROSSING WHITE THERMOPLASTIC MARKING PER CALTRANS STD. PLAN A24B. P3 10' WHITE THERMOPLASTIC CONTINENTAL CROSSWALK PER CALTRANS STD. PLAN A24F. P4 12" x LANE WIDTH WHITE PAINT MARKING. P5 'STOP' WHITE PAINT MARKING PER CALTRANS STD. PLAN A24D (1/2 SCALE). P6 4" YELLOW PAINT STRIPE. P7 'STOP' WHITE THERMOPLASTIC MARKING PER CALTRANS STD. PLAN A24D. P8 THERMOPLASTIC WHITE YEILD LINE PAVEMENT MARKING PER CALTRANS STD. PLAN A24E. SIGNING NOTES SD1 REMOVE SIGN. SD2 RELOCATE SIGN. SD3 PROTECT SIGN IN PLACE. S1 ROADSIDE SIGN PER CITY OF UKIAH STD. PLAN 120. S2 RECTANGULAR RAPID FLASHING BEACON, SEE ELECTRICAL PLANS. UTILITY NOTES UD1 PROTECT UTILITY IN PLACE. UD2 REMOVE METER. UD3 RELOCATE UTILITY MARKER. RAIL NOTES RD1 PROTECT EXISTING EQUIPMENT IN PLACE. RD2 REMOVE CIL. Page 129 of 390 CO M R R R R TM TM ATT& T OPTIC A L 4 5 5 + 0 0 45 6 + 0 0 45 7 + 0 0 4 5 8 + 0 0 "T " L I N E R A I L C L R / W R / W R / W R / W COUNTY R/W COUNTY R/W COUNTY R/W COUNTY R/W NORGARD LN SB H W Y 1 0 1 NB H W Y 1 0 1 S1W10-1 (RR XING)S1R15-1P (CROSSBUCK) R1-5 (YIELD HERE TO PEDS) P8 P3 PD1 S1 R15-1P (CROSSBUCK) R1-5 (YIELD HERE TO PEDS) S1 W10-1 (RR XING) P2 P8 S1 W11-15 (TRAIL WARNING) W16-7P (ARROW) CD1 C2CASE A SD1 S1#R1-1 (STOP) P4 P5 P6150 LF S1#W3-1 (STOP AHEAD) C1 UD1 S1#W10-2(R) (GRADE CROSSING) S1W11-15 (TRAIL WARNING) W16-7P (ARROW) CD1 ADD ALTERNATIVE C1 ADD ALTERNATIVE CASE F S1 ADD ALTERNATIVE #R1-1 (STOP) P4 ADD ALTERNATIVE P5 ADD ALTERNATIVE CD1 C1 ADD ALTERNATIVE S1 ADD ALTERNATIVE #W3-1 (STOP AHEAD) P6 ADD ALTERNATIVE 150 LF UD1 S1 ADD ALTERNATIVE #W10-2(L) (GRADE CROSSING) UD1 PD1P2 PD1 S2 S2 UD1 Project Client Plot Date:21 December 2022 - 6:25 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-INT-RD-D401.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U GRADING CROSSING PLAN -NORGARD LN C-403 341" = 20' H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 N GRADING CROSSING PLAN -NORGARD LN SCALE: 1" = 20' KEY NOTES CD1 PROTECT EXISTING DRIVEWAY. CD2 SAWCUT WITH 1'HMA (TYPE A) BACKFILL. CD3 REMOVE FENCE. C1 NON-MOTORIZED PATHWAY. C2 CURB RAMP PER CALTRANS STD. PLAN A88A AND A88B. C3 4' CHAIN LINK FENCE PER CALTRANS STD. PLAN A85. GENERAL NOTES 1.CONTOURS AND VEGETATION ARE NOT SHOWN FOR CLARITY. SEE PLAN AND PROFILE PLANS. 4.CONTRACTOR TO FIELD FIT GATES AND FENCES. 5.ALL EXISTING STRIPING THAT CONFLICTS WITH THE PROPOSED STRIPING (WITHIN 25' OF THE TRACK) IS TO BE REMOVED BY GRINDING, UNLESS OTHERWISE NOTED. 6.CONTRACTOR TO VERIFY WITH ENGINEER ALL STRIPE TO BE REMOVED PRIOR TO REMOVAL. 7.# SIGN: BIKE SCALE SIGN PER SECTION 9B OF THE CA MUTCD. 8.SIGNS ARE PER CALIFORNIA MUTCD STD. UNLESS STATED OTHERWISE. 9.ALL EXISTING STREET SIGNS WITHIN RAIL RIGHT OF WAY ARE TO REMAIN UNLESS FOUND IN CONFLICT WITH CROSSING IMPROVEMENTS. IN THIS CASE, THESE SIGNS ARE EITHER REMOVED, RELOCATED, OR REPLACED PER DIRECTION OF THE FIELD ENGINEER WITH APPROVAL OF CITY OR COUNTY PUBLIC WORKS DEPARTMENT. 10.CONTRACTOR TO MARK PLACEMENT OF ALL SIGNS, PAVEMENT MARKINGS, AND STRIPING IN THE FIELD FOR VERIFICATION AND APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION. 11.PATHWAY SIGNS AT GRADE CROSSINGS ARE SET 50' O.C. AS MEASURED FROM SIGN R1-1. 12.LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM INFORMATION AVAILABLE AT THE TIME OF DESIGN. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTRACTOR SHALL NOTIFY THE OWNER AND UNDERGROUND SERVICES ALERT (U.S.A.) (800) 277-2600 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. CONTRACTOR TO VERIFY ACTUAL SITE CONDITIONS PRIOR TO PERFORMING WORK. CONSTRUCTION NOTES PAVEMENT DELINEATION NOTES PD1 REMOVE STRIPE OR MARKING. P1 24" x LANE WIDTH WHITE THERMOPLASTIC MARKING. P2 RAILROAD CROSSING WHITE THERMOPLASTIC MARKING PER CALTRANS STD. PLAN A24B. P3 10' WHITE THERMOPLASTIC CONTINENTAL CROSSWALK PER CALTRANS STD. PLAN A24F. P4 12" x LANE WIDTH WHITE PAINT MARKING. P5 'STOP' WHITE PAINT MARKING PER CALTRANS STD. PLAN A24D (1/2 SCALE). P6 4" YELLOW PAINT STRIPE. P7 'STOP' WHITE THERMOPLASTIC MARKING PER CALTRANS STD. PLAN A24D. P8 THERMOPLASTIC WHITE YEILD LINE PAVEMENT MARKING PER CALTRANS STD. PLAN A24E. SIGNING NOTES SD1 REMOVE SIGN. SD2 RELOCATE SIGN. SD3 PROTECT SIGN IN PLACE. S1 ROADSIDE SIGN PER CITY OF UKIAH STD. PLAN 120. S2 RECTANGULAR RAPID FLASHING BEACON, SEE ELECTRICAL PLANS. UTILITY NOTES UD1 PROTECT UTILITY IN PLACE. UD2 REMOVE METER. UD3 RELOCATE UTILITY MARKER. RAIL NOTES RD1 PROTECT EXISTING EQUIPMENT IN PLACE. RD2 REMOVE CIL. 0 40'20'10' Page 130 of 390 R R ATT&T OPTICAL ATT&T OPTICAL 4 7 6 + 0 0 4 7 7 + 0 0 4 7 8 + 0 0 4 7 9 + 0 0 R / W R / W R / W R / W R A I L C L PLANT RD " T " L I N E CITY R/W CITY R/W CITY R/W CITY R/W CD1 CD1 C3 S1W10-1 (RR XING) P7 PD1 P1 S1R15-1P (CROSSBUCK) R1-1 (STOP) SD1 S1W11-15 (TRAIL WARNING) W16-7P (ARROW) UD1 UD1 P7 P1 P3 SD1 SD1 S1 R15-1P (CROSSBUCK) R1-1 (STOP) UD1 CD2 SD1 C2CASE F S1#R1-1 (STOP) P4 P5 P6150 LF S1#W3-1 (STOP AHEAD) C1 S1#W10-2(R) (GRADE CROSSING) S1 W11-15 (TRAIL WARNING) W16-7P (ARROW) UD1 Project Client Plot Date:21 December 2022 - 6:25 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-INT-RD-D401.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U GRADE CROSSING PLAN - PLANT RD ADD ALTERNATIVE C-404 351" = 20' H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 N GRADE CROSSING PLAN - PLANT RD ADD ALTERNATIVE SCALE: 1" = 20' 0 40'20'10' KEY NOTES CD1 PROTECT EXISTING DRIVEWAY. CD2 SAWCUT WITH 1'HMA (TYPE A) BACKFILL. CD3 REMOVE FENCE. C1 NON-MOTORIZED PATHWAY. C2 CURB RAMP PER CALTRANS STD. PLAN A88A AND A88B. C3 4' CHAIN LINK FENCE PER CALTRANS STD. PLAN A85. GENERAL NOTES 1.CONTOURS AND VEGETATION ARE NOT SHOWN FOR CLARITY. SEE PLAN AND PROFILE PLANS. 4.CONTRACTOR TO FIELD FIT GATES AND FENCES. 5.ALL EXISTING STRIPING THAT CONFLICTS WITH THE PROPOSED STRIPING (WITHIN 25' OF THE TRACK) IS TO BE REMOVED BY GRINDING, UNLESS OTHERWISE NOTED. 6.CONTRACTOR TO VERIFY WITH ENGINEER ALL STRIPE TO BE REMOVED PRIOR TO REMOVAL. 7.# SIGN: BIKE SCALE SIGN PER SECTION 9B OF THE CA MUTCD. 8.SIGNS ARE PER CALIFORNIA MUTCD STD. UNLESS STATED OTHERWISE. 9.ALL EXISTING STREET SIGNS WITHIN RAIL RIGHT OF WAY ARE TO REMAIN UNLESS FOUND IN CONFLICT WITH CROSSING IMPROVEMENTS. IN THIS CASE, THESE SIGNS ARE EITHER REMOVED, RELOCATED, OR REPLACED PER DIRECTION OF THE FIELD ENGINEER WITH APPROVAL OF CITY OR COUNTY PUBLIC WORKS DEPARTMENT. 10.CONTRACTOR TO MARK PLACEMENT OF ALL SIGNS, PAVEMENT MARKINGS, AND STRIPING IN THE FIELD FOR VERIFICATION AND APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION. 11.PATHWAY SIGNS AT GRADE CROSSINGS ARE SET 50' O.C. AS MEASURED FROM SIGN R1-1. 12.LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM INFORMATION AVAILABLE AT THE TIME OF DESIGN. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTRACTOR SHALL NOTIFY THE OWNER AND UNDERGROUND SERVICES ALERT (U.S.A.) (800) 277-2600 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. CONTRACTOR TO VERIFY ACTUAL SITE CONDITIONS PRIOR TO PERFORMING WORK. CONSTRUCTION NOTES PAVEMENT DELINEATION NOTES PD1 REMOVE STRIPE OR MARKING. P1 24" x LANE WIDTH WHITE THERMOPLASTIC MARKING. P2 RAILROAD CROSSING WHITE THERMOPLASTIC MARKING PER CALTRANS STD. PLAN A24B. P3 10' WHITE THERMOPLASTIC CONTINENTAL CROSSWALK PER CALTRANS STD. PLAN A24F. P4 12" x LANE WIDTH WHITE PAINT MARKING. P5 'STOP' WHITE PAINT MARKING PER CALTRANS STD. PLAN A24D (1/2 SCALE). P6 4" YELLOW PAINT STRIPE. P7 'STOP' WHITE THERMOPLASTIC MARKING PER CALTRANS STD. PLAN A24D. P8 THERMOPLASTIC WHITE YEILD LINE PAVEMENT MARKING PER CALTRANS STD. PLAN A24E. SIGNING NOTES SD1 REMOVE SIGN. SD2 RELOCATE SIGN. SD3 PROTECT SIGN IN PLACE. S1 ROADSIDE SIGN PER CITY OF UKIAH STD. PLAN 120. S2 RECTANGULAR RAPID FLASHING BEACON, SEE ELECTRICAL PLANS. UTILITY NOTES UD1 PROTECT UTILITY IN PLACE. UD2 REMOVE METER. UD3 RELOCATE UTILITY MARKER. RAIL NOTES RD1 PROTECT EXISTING EQUIPMENT IN PLACE. RD2 REMOVE CIL. NOTE (THIS SHEET ONLY): ALL WORK SHOWN ON THIS SHEET IS PART OF THE ADD ALTERNATIVE. Page 131 of 390 605 604 601 600 604 600 60 0 59 8 59 9 6 0 1 6 0 2 6 0 3 604 406+00 1 C-501 STANDARD VERTICAL CURB 4 C-501 HANDRAIL 2 1 6 C-502 1 S-503 EXISTING CMU WALL 5' - 0 " 5 ' - 0 " 6 C-502 CONCRETE STAIRS PANDA EXPRESS PARKING LOT R/W R/W PROTECT SD DI IN PLACE BEGIN RETAINING WALL Elev 603.99PCC STA 406+00.95, 5.00' L AP H = 0' BEGIN STAIRS H = 0.5' Elev 603.90PCC STA 406+00.95, 11.00' L AP, GB BEGIN HANDRAIL Elev 603.87FOC STA 406+08.95, 11.00' L AP BEGIN/END STANDARD VERTICAL CURB Elev 603.88FOC STA 406+08.95, 10.03' L AP, GB BEGIN/END HANDRAIL END STAIRS Elev 603.96PCC STA 406+08.95, 5.00' L GB BEGIN CURB RAMP Elev 603.90FOC STA 406+14.60, 10.66' L GB BEGIN RETAINING WALL Elev 603.96PCC STA 406+14.88, 5.66' L AP H = 0' BEGIN HANDRAIL Elev 602.44FOC STA 406+32.99, 12.70' L GB H = 1.5' Elev 602.51PCC STA 406+33.54, 7.73' L GB Elev 602.37FOC STA 406+37.96, 13.25' L GB H = 1.5' Elev 602.45PCC STA 406+38.51, 8.28' L GB Elev 600.91FOC STA 406+56.34, 15.29' L GB, AP END RETAINING WALL Elev 600.99PCC STA 406+56.89, 10.32' L GB H = 0.5' BEGIN STANDARD VERTICAL CURB Elev 600.94FOC STA 406+62.86, 10.98' L AP Elev 600.88FOC STA 406+56.32, 17.76' L GB, AP Elev 600.85FOC STA 406+63, 21.81' L AP Elev 600.81FOC STA 406+57.06, 22.71' L GB Elev 599.42FOC STA 406+38.02, 20.52' L GB Elev 599.36FOC STA 406+33.08, 21.27' L GB Elev 599.28FOC STA 406+33.83, 26.21' L GB Elev 599.35FOC STA 406+38.77, 25.47' L GB CONFORM Elev 597.61SAWCUT STA 406+08.95, 33.14' L AP CONFORM Elev 597.72SAWCUT STA 406+00.29, 31.64' L AP END RETAINING WALL Elev 597.77PCC STA 406+00.95, 30.64' L AP, GB H = 0' END STAIRS END STANDARD VERTICAL CURB Elev 597.75FOC STA 406+08.95, 29.97' L GB, AP H = 0" END CURB RAMP Elev 597.83FOC STA 406+08.95, 24.91' L GB, AP Elev 597.87FOC STA 406+08.95, 22.00' L GB H = 3.0' Elev 597.90PCC STA 406+00.95, 22.00' L GB END HANDRAIL Elev 597.90FOC STA 406+14.79, 24.03' L GB H = 6" Elev 597.82FOC STA 406+15.53, 28.97' L GB END HANDRAIL 2:1 OR FLATTER 2:1 OR FLATTER 2:1 OR FLATTER 2:1 OR FLATTER "T" LINE 1' HMA BACKFILL BEGIN REMOVE WALL STA 406+25.47, 28.14' L END REMOVE WALL STA 405+99.95, 28.20' L FIBER OPTIC LINE PROTECT IN PLACE 2:1 OR FLATTER 1. 5 0 % 0.36% 1. 4 7 % 0.18% 1 . 2 7 % 0.25% 7.90% 1.25% 1 . 5 0 % 1 . 5 0 % 1.25% 1.9 4 % 7.73% 7.90% 7.90% 1 . 5 0 % 1. 2 5 % 1. 5 0 % 0.79% 0. 7 9 % 0.79% 7.90% 7.90% 1. 5 0 % 1. 5 0 % 1.25% 1.25% 1 . 9 4 % 1 . 0 2 % 7.90% 7.90% 1. 5 0 % 1.19% 1.07% 1. 5 1 % 1. 5 0 % 0.38% 0.36% 0.38% 1. 1 0 % 1.12% 1.36 % 1. 7 6 % 8'-0" 6'-8" 8" 1' - 0 " 2'-0" 6" 604 END CONCRETE PAD Elev 604.09PCC STA 406+84.81, 5.00' L AP BEGIN CONCRETE PAD Elev 604.06PCC STA 406+66.77, 5.00' L AP BEGIN MODULAR RETAINING WALL Elev 604.03PCC STA 406+66.77, 7.00' L H=0' BEGIN HANDRAIL H=2' Elev 603.96PCC STA 406+66.81, 11.05' L BC H=2' Elev 603.91PCC STA 406+74.77, 19.10' L EC H=2' Elev 603.87PCC STA 406+84.77, 19.18' L AP END MODULAR RETAINING WALL Elev 604.06PCC STA 406+84.81, 7.00' L H=0' END HANDRAIL SEE LANDSCAPE PLANS R = 10' 1. 5 0 % 1. 5 0 % 0.40% "T" LINE R/W R/W 5 C-502 MODULAR RETAINING WALL 4 C-501 HANDRAIL 1'-0" 1' - 0 " 1' - 3 " 1'-8"1'-4" 2' - 7 " 2" C L R 2" CLR 3" C L R 2" CLR Project Client Plot Date:21 December 2022 - 6:27 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-INT-RD-D405.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U PEDESTRIAN TRAIL CONNECTION 1 C-405 361" = 5' H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 SHEET KEYNOTES 1.SAWCUT EXISTING SIDEWALK OR ASPHALT PAVEMENT. 2.(N) DETECTABLE WARNING PER CALTRANS STANDARD DRAWING A88A. SHEET GENERAL NOTES 1.LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM INFORMATION AVAILABLE AT THE TIME OF DESIGN. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTRACTOR SHALL NOTIFY THE OWNER AND UNDERGROUND SERVICES ALERT (U.S.A.) (800) 277-2600 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. CONTRACTOR TO VERIFY ACTUAL SITE CONDITIONS PRIOR TO PERFORMING WORK. N 0 10'5'PEDESTRIAN TRAIL CONNECTION 1 SCALE: 1" = 5' AREA TO BE DEMOLISHED LEGEND A - DEMOLISH EXISTING CMU WALL AND CONCRETE FOOTING B - A SECTION SCALE: 1" = 2' C - C ENLARGMENT SECTION SCALE: 1" = 2' B SECTION SCALE: 1" = 2' 8'-0"' VA R I E S 0 . 5 ' - 3 . 0 ' D - TRAIL (N) SIDEWALK RAMP PER DETAIL 5/C-502 #5 @ 12" EA WAY, CENTERED IN WALL STD LAP SPLICE EXTEND STAIR HORIZ. REINFORCING INTO ADJACENT CURB/WALL N 0 10'5'CONCRETE PAD GRADING SCALE: 1" = 5' THICKEN STAIRS UNDER WALL TOP OF STAIR TREAD BEYOND ADDT #4 HORIZ. BAR 2:1 OR FLATTER SLOPE MOUNT ADD'L RAILING AS NECESSARY TO FACE OF WALL 2:1 OR FLATTER SLOPE D ENLARGMENT SECTION SCALE: 1" = 2' #5 @ 12" OC #6 @ 12" OC #6 @ 12" OC T&B PAID FOR AS MINOR CONCRETE (CURB RAMP) 6 C-502 CONCRETE STAIRS 4 C-501 HANDRAIL 1 C-501 STANDARD VERTICAL CURB POUR MONOLITHIC WITH STAIRWAY. CONNECT WITH NO. 4 DOWELS SPACED AT 4'-0", MIN LENGTH 8" 4 C-501 HANDRAIL 1 C-501 STANDARD VERTICAL CURB 1 C-501 STANDARD VERTICAL CURB LANDING 6" RETAINING WALL CONNECTED WITH STAIRS HALL BE PAID AS PART OF THE STRUCTURAL CONCRETE (STAIRS) BID ITEM Page 132 of 390 600 601 602 603 604 604 604 5 9 3 604 59 5 60 0 59 4 59 6 59 7 59 8 5 9 9 6 0 1 6 0 2 6 0 3 595 600 604 416+00 417+00 3 C-501 4 C-501 HANDRAIL 1 2 6 C-502 EXISTING CMU WALL END STAIRS Elev 603.87PCC STA 416+13.34, 5.00' L GB BEGIN CURB RAMP BEGIN/END CURB (TYPE A1-6) Elev 603.82FOC STA 416+13.35, 9.99' L AP, GB BEGIN/END HANDRAIL Elev 603.77FOC STA 416+19.09, 10.63' L GB BEGIN RETAINING WALL Elev 603.84PCC STA 416+19.64, 5.66' L AP H = 0' BEGIN HANDRAIL Elev 601.28FOC STA 416+48.91, 13.94' L GB Elev 601.21FOC STA 416+53.88, 14.49' L GB H = 2.0' Elev 601.29PCC STA 416+54.43, 9.52' L GB H = 2.0' Elev 601.35PCC STA 416+49.46, 8.97' L GB H = 2.0' Elev 598.80PCC STA 416+84.25, 12.83' L GB Elev 598.72FOC STA 416+83.69, 17.80' L GB, AP H = 2.0' Elev 598.75PCC STA 416+90.21, 13.49' L AP H = 2.0' Elev 598.67PCC STA 416+90.52, 24.11' L AP H = 2.0' Elev 598.62PCC STA 416+84.51, 25.14' L GB Elev 598.69FOC STA 416+83.67, 20.21' L GB, AP H = 2.0' Elev 596.13PCC STA 416+54.94, 30.21' L GB Elev 596.20FOC STA 416+54.10, 25.28' L GB H = 2.0' Elev 596.07PCC STA 416+50.01, 31.05' L GB Elev 596.14FOC STA 416+49.17, 26.12' L GB END HANDRAIL Elev 593.78PCC STA 416+20.44, 36.11' L GB Elev 593.86FOC STA 416+19.60, 31.19' L GB END STANDARD VERTICAL CURB Elev 593.70PCC STA 416+13.37, 37.33' L GB, AP END CURB RAMP Elev 593.78FOC STA 416+13.37, 32.25' L AP, GB END RETAINING WALL Elev 593.75PCC STA 416+05.38, 37.99' L AP H = 0' END STAIRS Elev 593.81FOC STA 416+13.37, 30.00' L GB H = 2.0' Elev 593.81PCC STA 416+05.37, 30.01' L GB END HANDRAIL Elev 603.81FOC STA 416+13.35, 11.00' L GB H = 2.0' Elev 603.81PCC STA 416+05.35, 11.01' L GB BEGIN HANDRAIL BEGIN STAIRS Elev 603.90PCC STA 416+05.34, 5.00' L AP BEGIN RETAINING WALL H = 0'H = 1.5' Elev 602.34PCC STA 416+37.65, 7.66' L CONFORM Elev 593.69SAWCUT STA 416+04.72, 39.00' L AP CONFORM Elev 593.55SAWCUT STA 416+13.38, 40.99' L AP 20 STEPS AT 6" PER STEP 2:1 OR FLATTER 2:1 OR FLATTER 2:1 OR FLATTER 2:1 OR FLATTER R/W R/W "T" LINE INTERCEPT (E) SD PIPE WITH (N) DROP INLET ADJUST INLET TO GRADE AND CAP IN PLACE PROTECT SD DI IN PLACE 1' HMA BACKFILL HOLIDAY INN PARKING LOT HANDRAIL REMOVE EXISTING CROSSWALK 10' CROSSWALK 1' WIDE THERMOPLSTIC MARKING END RETAINING WALL BEGIN REMOVE WALL BEGIN STANDARD VERTICAL CURB STA 416+29.49, 35.24' L END REMOVE WALL STA 416+04.55, 36.01' L 0.00% 1. 5 0 % 0.37% 1. 0 0 % 0.90 % 0.95% 1 . 5 0 % 0.47% 1.30 % 8.30% 8.30% 1.25% 1.25% 1 . 5 0 % 1 . 5 0 % 1.93 % 8.30% 8.30% 1 . 5 0 % 0.79% 0. 7 9 % 0.79% 1. 5 0 % 1 . 0 2 % 8.30% 1. 5 0 % 1.25% 1. 5 0 % 1.25% 1 . 9 4 % 8.30% 7.62% 1. 5 0 % 7.62% 1.25% 1. 5 0 % 1.11% 1. 7 7 % 0.00% 0. 7 5 % 1.0 6 % 0.75% 1. 2 5 % 6 C-502 CONCRETE STAIRS S 602 603 604 BEGIN CONCRETE PAD Elev 603.57PCC STA 417+00.93, 5.00' L AP1. 5 0 % 2:1 OR FLATTER Elev 603.51PCC STA 417+00.93, 9.24' L BC Elev 603.36PCC STA 417+11.68, 19.18' L EC R = 10' SEE LANDSCAPE PLANS END CONCRETE PAD Elev 603.67PCC STA 417+35.57, 5.00' L AP Elev 603.47PCC STA 417+36.15, 18.22' L AP 1. 5 0 % 0.46% "T" LINE R/W R/W Project Client Plot Date:21 December 2022 - 6:28 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-INT-RD-D405.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U PEDESTRIAN TRAIL CONNECTION 2 C-406 371" = 5' H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 N 0 10'5'PEDESTRIAN TRAIL CONNECTION 2 SCALE: 1" = 5' A C-405 DEMOLISH EXISTING CMU WALL AND CONCRETE FOOTING B C-405 N 0 10'5'CONCRETE PAD GRADING SCALE: 1" = 5' SHEET KEYNOTES 1.SAWCUT EXISTING SIDEWALK OR ASPHALT PAVEMENT. 2.(N) DETECTABLE WARNING PER CALTRANS STANDARD DRAWING A88A. SHEET GENERAL NOTES 1.LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM INFORMATION AVAILABLE AT THE TIME OF DESIGN. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTRACTOR SHALL NOTIFY THE OWNER AND UNDERGROUND SERVICES ALERT (U.S.A.) (800) 277-2600 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. CONTRACTOR TO VERIFY ACTUAL SITE CONDITIONS PRIOR TO PERFORMING WORK. AREA TO BE DEMOLISHED LEGEND LANDING Page 133 of 390 © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS 4 3 2 1567891011 5 8 2 583 581 582 582 582 AT T & T OP T I C A L AT T & T OP T I C A L 582 582 583 583 583 584 582 583 583 583 584 582 582 582 582 583 5 8 1 5 8 2 580 579 581 580 580 579 58 1 473+00 474+00 475+00 476+00 477+00 478+00 16' 24 . 5 ' DR I V E A I S L E 24' (TYP) 9' (T Y P ) "T" LINE S RELOCATE STORAGE CONTAINER COORDINATE RELOCATION WITH CITY OF UKIAH SEE LANDSCAPE PLANS SAWCUT 1' INTO EXISTING PAVEMENT CONFORM (N) AND (E) PAVEMENT Elev 582.19SAWCUT STA 473+70.81, 25.80' L AP Elev 582.23AC STA 473+70.81, 24.80' L AP STORAGE CONTAINERS PROTECT IN PLACE GAS LINE PROTECT IN PLACE UKIAH ANIMAL SHELTER Elev 582.79AC STA 473+70.81, 10.51' L AP 4" WHITE PAINT PAVEMENT STRIPE (TYP) 20' EMERGENCY ACCESS 6" CLASS 2 AB SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS A1 ROLLER GATE WITH LOCK CONTRACTOR TO SUBMIT CUT SHEET FOR APPROVAL FOUNDATION PER CALTRANS STANDARD PLAN A85 PL A N T R D Elev 581.28PCC/AC STA 475+54.87, 10.50' L AP Elev 581.15AC STA 475+54.81, 19.08' L AP Elev 580.95PCC/AC STA 475+94.81, 19.08' L AP Elev 581.08PCC/AC STA 475+94.57, 10.50' L AP Elev 580.10SAWCUT STA 477+15.57, 25.80' L AP Elev 580.10AC STA 477+15.57, 24.80' L AP Elev 580.10AC STA 477+15.57, 22.80' L AP Elev 580.52AC STA 477+07.74, 10.50' L AP 4' CHAINLINK FENCE PER CALTRANS STD. PLAN A85 BEGIN CONCRETE PAD Elev 581.35PCC/AC STA 475+54.81, 5.00' L AP END CONCRETE PAD Elev 581.16PCC/AC STA 475+94.57, 5.00' L AP CITY OF UKIAH WASTEWATER TREATMENT PLANT Project Client Plot Date:21 December 2022 - 6:29 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-INT-RD-D407.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U PARKING LOT AT UKIAH ANIMAL SHELTER ADD ALTERNATIVE C-407 381" = 20' C. PHELPS C. PHELPS H. DAAS E. FANSELAU SEP 30, 2022 SHEET GENERAL NOTES 1.LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM INFORMATION AVAILABLE AT THE TIME OF DESIGN. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTRACTOR SHALL NOTIFY THE OWNER AND UNDERGROUND SERVICES ALERT (U.S.A.) (800) 277-2600 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. CONTRACTOR TO VERIFY ACTUAL SITE CONDITIONS PRIOR TO PERFORMING WORK. 2.CONTRACTOR MUST COORDINATE WITH ANIMAL SHELTER TO MAINTAIN ACCESS TO FACILITY DURING CONSTRUCTION. N 0 10'5' 1" = 5' PARKING LOT AT UKIAH ANIMAL SHELTER ADD ALTERNATIVE SCALE: 1" = 20' Page 134 of 390 NOTE: ALL PIPES SHALL BE GALVANIZED STEEL RAIL PIPE 11 4"Ø STD. (TYP) TYP 1/8 EQ . EQ . EQ . 10" MIN (TYP) 36 " T Y P (3 4 " M I N , 3 8 " M A X ) 2. 0 0 ' 5.00' MAX 1.00' 1.00' 1. 5 0 ' 0. 2 5 ' PLAN 2" MIN 9" M I N 9" MIN. EMBEDMENT WHEN INSTALLING ON TOP OF WALL OR ON STAIRS DETAIL SIDEWALK/RAMP SIDE OG FG BOTTOM ELEVATION PER PLANS DO NOT COMPACT EXCAVATED AREA 2:1 OR FLATTER (TYP) 5.00' 0% SEED PER SEED MIX SEASONAL WETLAND SEED MIX HERB STRATUM SCIENTIFIC NAME COMMON NAME LIFEFORM LB PER ACRE AGROSTIS EXARATA SPIKE BENTGRASS PERENNIAL GRASS 2 DESCHAMPSIA CAESPITOSA TUFTED HAIR GRASS PERENNIAL GRASS 2 HORDEUM BRACHYANTHERUM MEADOW BARLEY PERENNIAL GRASS 2 JUNCUS EFFUSUS SSP. PACIFICUS BOG RUSH PERENNIAL RUSH 2 JUNCUS PATENS COMMON RUSH PERENNIAL RUSH 2 OENANTHE SARMENTOSA WATER PARSLEY PERENNIAL HERB 2 POTENTILLA ANSERINA SILVERWEED PERENNIAL HERB 2 2-#4 WHEN W=1'-0" 3-#4 WHEN W=1'-6" SQUARE OR ROUND COLLAR#4 @ 12" D 6" M I N . W NEW SD PIPEEXIST SD PIPE CMP OR RCP W=1'-0" IF D<24" W=1'-6" IF D>24" Project Client Plot Date:21 December 2022 - 6:30 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-DTL-RD-D501.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D Size Status Code CITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U CIVIL DETAILS 1 C-501 39AS SHOWN H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 1 STANDARD VERTICAL CURB SCALE: NTS 3 DROP INLET SCALE: NTS 4 HANDRAIL SCALE: NTS 5 WETLAND GRADING SCALE: NTS 6 CONCRETE COLLAR SCALE: NTS 2 SIGN STANDARD SCALE: NTS Page 135 of 390 UNIT ELEVATION UNIT PLAN CONTROL JOINT 8" 12 " ± 18" 3-PLANE SPLIT CAP UNIT ELEVATION 4" 18" 10 . 5 " ± 3-PLANE SPLIT CAP UNIT PLAN 8" UNIT 4" CAP UNIT ELEVATION 8" OR 16" STEP FG OG 6" CLASS II AB (95% R.C.) 3" PERFORATED PLASTIC PIPE UNDERDRAIN CLASS II PERMEABLE MATERIAL CAP UNIT 6" 6"6" 3" PLASTIC PIPE UNDERDRAIN IN CORED HOLE IN BLOCKS AT LOW POINTS @ 50' MAX 1" (TYP) MODULAR UNIT VA R I E S 0' T O 2 ' CLASS II AB (95% R.C.) 3" CLASS A FILTER FABRIC NOTE: THE CONTRACTOR MUST VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. 5" 4 C-501 MIRAGRID 3XT (OR EQUIVALENT) BETWEEN BLOCKS 2 AND 3 1 2 3 4 5' GRID & PIN CONNECTION GEOGRID IS TO BE PLACED ON LEVEL BACKFILL AND EXTENDED OVER THE FIBERGLASS PINS. PLACE NEXT UNIT. PULL GRID TAUGHT AND BACKFILL. STAKE AS REQUIRED. ST R E N G T H DI R E C T I O N NOTES: 1.CONCRETE SHALL BE A LIGHT BROOM FINISH. 2.RISERS SHALL BE NO LESS THAN 4" TALL AND NO GREATER THAN 7" TALL. 3.ALL EXTERIOR STAIR THREADS SHALL HAVE 2" WIDE MIN. WARNING STRIPES PER CBC 1133B.4.4 4.CONCRETE TO BE 2,500 PSI MIN. 5.POUR CONCRETE OVER COMPACTED SUBGRADE. 6.STAIR RISE & TREAD TO BE DETERMINED FOR SITE CONDITIONS BASED ON REQUIREMENTS. 7.BASE OF CONCRETE TO BE 6" MIN BELOW FINISHED GRADE 8.SUBGRADE FOR STAIRS SHALL CONSIST OF 6" MINIMUM CLASS 2 AGGREGATE BASE COMPACTED TO 95% RELATIVE COMPACTION. 1' - 0 " 1'-0" 1" EQ U A L RI S E R S TREAD WIDTH + 1'-0" MIN 11 2" MAX EQUAL TREADS 5'-0" MAX. 11" MIN 9" MIN EMBEDMENT OF POSTS, 2" CLR. MIN FROM EDGE OF CONCRETE, w/ #3 HAIRPIN WITH 12" LEGS, TYP 1'-0" MIN 3' - 0 " 3' - 0 " MA X 3' - 0 " M A X 12 " 1/2" RADIUS AT NOSING, TYP #4 BAR AT 12" OC, EACH WAY, BEND AS REQUIRED #4 BAR EA TREAD #4 BAR @ 12" OC EW EL. VARIES (N) WALKWAY EL. VARIES (N) WALKWAY 1' - 0 " 6 " M I N ADJACENT VERTICAL CURB A C-405 CONCRETE STAIRS 4 C-501 Project Client Plot Date:21 December 2022 - 6:30 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-DTL-RD-D501.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D Size Status Code CITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U CIVIL DETAILS 2 C-502 40AS SHOWN H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 1 STORM DRAIN MANHOLE SCALE: NTS 2 STORM DRAIN MANHOLE FRAME AND COVER SCALE: NTS 5 MODULAR RETAINING WALL SCALE: NTS 6 CONCRETE STAIRS SCALE: NTS 3 SIDEWALK SCALE: NTS 4 SCORE MARK DETAILS FOR SIDEWALKS SCALE: NTS 1 MODULAR RETAINING WALL REVISIONS SG SG 2022-12-13 Page 136 of 390 NOTES: 1.PLACE ROCK SLOPE PROTECTION PER TABLE. 2.THE USE OF BILOGICAL METHODS (E.G. CUTTINGS, BRUSH MATTRESSES) TO PROTECT SLOPES IS ENCOURAGED. 3.DIAMETER OF PIPE SHALL BE DESIGNATED 'D'. HEIGHT ABOVE CREED BED SHALL BE DESIGNATED 'Y'. WHERE D IS LESS THAN 24", MINIMUM Y SHALL BE 2 FEET. WHERE D IS GREATER THAN OR EQUAL TO 24", MINIMUM Y SHALL BE 1 FOOT. 4.ATTENTION IS DIRECTOED TO THE REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF FISH AND GAME AND THE REGIONAL WATER QUALITY CONTROL BOARD REGARDING STREAMBED ALTERATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ANY AND ALL PERMIT CONDITIONS ROCK SLOPE DIMENSIONS CULVERT SIZE D (INCHES) RIPRAP CLASS LENGTH OF APRON L (FEET) DEPTH OF APRON H (FEET) 12 2 6 1.5 18 2 8 1.5 24 2 10 1.5 30 3 14.5 2 36 3 17 2 42 4 23 2.5 48 4 26 2.5 DEPTH PER TABLE LE N G T H P E R T A B L E R/ W RA I L C L TR A I L C L TRAIL STRUCTURAL SECTION TRAIL FG 1% PAD LIMITS 12 . 6 7 ' 8.5' 1' 2' MODULAR RETAINING WALL 1' 3' 5' ES ET W 2.45' PAD FG WATER TANK OG R/ W TR A I L C L PAD LIMITS MODULAR RETAINING WALL 2' 12 . 6 7 ' 8.5' WATER TANK TRAIL STRUCTURAL SECTION 1' 1' 1' TRAIL FG OG PAD FG 1% 5.31' 7.31' ES ET W TRAIL STRUCTURAL SECTION TRAIL FGR/ W TR A I L C L RA I L C L PAD LIMITS 12 . 6 7 ' 8.5' WATER TANK PAD FG 2:1 CATCH LIMITS 2.62' 0.85' 1' 1' 3' 5' ES ET W 1% OG R/ W TR A I L C L RA I L C L TRAIL STRUCTURAL SECTION TRAIL FG OG 1% PAD LIMITS PAD FG 12 . 6 7 ' 8.5' WATER TANK 2:1 CATCH LIMITS 2.63' 1.25' 1' 2' 4' ES ET W SECTION STATION 402+11 RA I L C L 22' 11 ' PLAN PAD LIMITS WATER TANK (TYP) SECTION STATION 404+50 SECTION STATION 414+25 SECTION STATION 417+50 5 C-502 5 C-502 12" AB AT 95% RC 12" AB AT 95% RC MIN 12" AB AT 95% RC 12" AB AT 95% RC 3' 1' 1'1' 1' 1'1' NOTE: WATER TANK SHOULD BE 5000 GALLON CAPACITY 8.5 FT IN DIAMETER. CONTRACTOR TO SUBMIT FOR APPROVAL. Project Client Plot Date:21 December 2022 - 6:30 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-DTL-RD-D501.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D Size Status Code CITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U CIVIL DETAILS 3 C-503 41AS NOTED H. DAAS H. DAAS E. FANSELAU E. FANSELAU SEP 30, 2022 1 ROCK SLOPE PROTECTION SCALE: NTS 2 WATER TANK SCALE: NTS 1 WATER TANK EF EF 2022-12-13 Page 137 of 390 DD 600 60 0 600 605 605605 605 605 605 605 605605 605 605 60 5 FO 604 604 606 599 600601602 603 604 605 605 605 604 603 604 606 607 606 604 603 603 604 604 603 602 601 605 400+00 401+00 402+00 403+00 404+00 CO M M E R C E D R R/W R/W R/W R/W R/WR/W RAIL CL "T" LINE MA T C H L I N E S T A 4 0 3 + 9 0 600600600 60 0 605 605 605605 605 605 605 605605605 606 604 603 603 604 604 603 602 601 604 603 602 602 603 604 604 603 602 601 605 604 603 603 604 605 606 606 605 604 603 602 601 600 600 605 605 605 597 598599 601 602 602 602 603 603 603 604 604 604 604 59 8 59 9 6 0 1 6 0 2 6 0 3 604 404+00 405+00 406+00 407+00 408+00 R/W R/W R/WR/W R/W R/W R/W R/W "T" LINE RAIL CL MA T C H L I N E S T A 4 0 3 + 9 0 MA T C H L I N E S T A 4 0 7 + 8 0 Project Client Plot Date:21 December 2022 - 6:32 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\EN\C3D\sheets\12557341-GHD-0000-ERO-EN-D101.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U EROSION CONTROL PLAN 0 40'20'10' EROSION CONTROL PLAN STA 400+00 TO STA 407+80 CE101 421" = 20' C. PHELPS C. PHELPS E. FANSELAU E. FANSELAU SEP 30, 2022 N NEROSION CONTROL PLAN EROSION CONTROL LEGEND TEMPORARY SILT FENCE PER CALTRANS BMP FACT SHEET SC-1 PLACE TEMPORARY FIBER ROLLS FOR SLOPE PROTECTION DURING CONSTRUCTION PER CALTRANS BMP FACT SHEET SC-5 STORM DRAIN INLET PROTECTION PER CALTRANS FACT SHEET SC-6 JUTE BLANKET PER CALTRANS BMP FACT SHEET SS-7 TEMPORARY TREE PROTECTION FENCING, SEE LANDSCAPE PLAN FOR NOTES TEMPORARY ESA WETLAND PROTECTION FENCING RIPARIAN AREA TO REMAIN, TO BE PROTECTED RIPARIAN AREA TO BE TEMPORARY IMPACT RIPARIAN AREA TO BE PERMANENT IMPACT WETLAND TO REMAIN, TO BE PROTECTED WETLAND OR WATERS TO BE TEMPORARY IMPACT WETLAND OR WATERS TO BE PERMANENT IMPACT WATERS TO REMAIN, TO BE PROTECTED EXISTING TREE TO REMAIN, TO BE PROTECTED EXISTING TREE TO BE REMOVEDX SE E B E L O W SE E A B O V E SE E S H E E T C E 1 0 2 Page 138 of 390 600600 605 605 605 597 598599 601 602 602 602 603 603 603 604 604 604 605 605 605 605 601 602 602 602 603 603 603 604 604 604 605 605 601 601 601 602 602 602 603 603 603 604 604 604 605 601 601 602 602 603 603 604 604 605 408+00 409+00 410+00 411+00 412+00 R/W R/W R/W R/W R/W R/W R/W R/W RAIL CL "T" LINE MA T C H L I N E S T A 4 0 7 + 8 0 MA T C H L I N E S T A 4 1 1 + 7 0 595 605 601 602 603 604 600 605 605 605 598 599 601 601 601 602 602 602 603 603 603 604 604 604 600 598599 601 601 601 602 602 602 603 603 603 604 604 604 600599 601 601 601 602 602 602 603 603 603 604 604 604 604 600 601 601 601 602 602 602 603 603 603 604 604604 604 594 605605 604 412+00 413+00 414+00 415+00 416+00 R/W R/W R/W R/W R/W R/W R/W R/W "T" LINE RAIL CL MA T C H L I N E S T A 4 1 1 + 7 0 MA T C H L I N E S T A 4 1 5 + 6 0 Project Client Plot Date:21 December 2022 - 6:32 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\EN\C3D\sheets\12557341-GHD-0000-ERO-EN-D101.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U EROSION CONTROL PLAN 0 40'20'10' EROSION CONTROL PLAN STA 407+80 TO STA 415+60 CE102 431" = 20' C. PHELPS C. PHELPS E. FANSELAU E. FANSELAU SEP 30, 2022 N NEROSION CONTROL PLAN EROSION CONTROL LEGEND TEMPORARY SILT FENCE PER CALTRANS BMP FACT SHEET SC-1 PLACE TEMPORARY FIBER ROLLS FOR SLOPE PROTECTION DURING CONSTRUCTION PER CALTRANS BMP FACT SHEET SC-5 STORM DRAIN INLET PROTECTION PER CALTRANS FACT SHEET SC-6 JUTE BLANKET PER CALTRANS BMP FACT SHEET SS-7 TEMPORARY TREE PROTECTION FENCING, SEE LANDSCAPE PLAN FOR NOTES TEMPORARY ESA WETLAND PROTECTION FENCING RIPARIAN AREA TO REMAIN, TO BE PROTECTED RIPARIAN AREA TO BE TEMPORARY IMPACT RIPARIAN AREA TO BE PERMANENT IMPACT WETLAND TO REMAIN, TO BE PROTECTED WETLAND OR WATERS TO BE TEMPORARY IMPACT WETLAND OR WATERS TO BE PERMANENT IMPACT WATERS TO REMAIN, TO BE PROTECTED EXISTING TREE TO REMAIN, TO BE PROTECTED EXISTING TREE TO BE REMOVEDX SE E B E L O W SE E A B O V E SE E S H E E T C E 1 0 3 SE E S H E E T C E 1 0 1 Page 139 of 390 600599 601 601 602 602 603 603 604 604 604 604 600 601 601 601 602 602 602 603 603 603 604 604 604 604 600 600 600 601 601 601 602 602 602 603 603 603 604 604 595 600 600 600 593 594 596 597598 599 599 599 601 601 601 602 602 602602 602 603 603 604 604 5 9 3 594 600 600 599 599 601 601 602 602 6 0 3604 60 4 604 594 59 6 59 7 59 8 5 9 9 6 0 1 6 0 2 6 0 3 604 416+00 417+00 418+00 419+00 R/W R/W R/W R/W R/W R/W R/W R/W RAIL CL "T" LINE MA T C H L I N E S T A 4 1 5 + 6 0 MA T C H L I N E S T A 4 1 9 + 5 0 595 600 600 600 593 594 596597598 599 599 599 601 601 601 602 602 602 602 595 600 600 600 600 592 593 594 596 596 596 597 597 597 598 598 598 599 599 599 601 601 602 602 596 596 596 597 597 598 598 599 599 595 600 600 600 592 593 594 596597 598 598 598 599 599 599 601 601 601 601 602 602 6 0 1 6 0 2 60 36036 0 3 60 4 420+00 421+00 422+00 423+00 R/W R/W R/W R/W R/W R/W R/W R/W "T" LINE RAIL CLM A T C H L I N E S T A 4 1 9 + 5 0 MA T C H L I N E S T A 4 2 3 + 4 0 Project Client Plot Date:21 December 2022 - 6:32 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\EN\C3D\sheets\12557341-GHD-0000-ERO-EN-D101.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U EROSION CONTROL PLAN 0 40'20'10' EROSION CONTROL PLAN STA 415+60 TO STA 423+40 CE103 441" = 20' C. PHELPS C. PHELPS E. FANSELAU E. FANSELAU SEP 30, 2022 N NEROSION CONTROL PLAN EROSION CONTROL LEGEND TEMPORARY SILT FENCE PER CALTRANS BMP FACT SHEET SC-1 PLACE TEMPORARY FIBER ROLLS FOR SLOPE PROTECTION DURING CONSTRUCTION PER CALTRANS BMP FACT SHEET SC-5 STORM DRAIN INLET PROTECTION PER CALTRANS FACT SHEET SC-6 JUTE BLANKET PER CALTRANS BMP FACT SHEET SS-7 TEMPORARY TREE PROTECTION FENCING, SEE LANDSCAPE PLAN FOR NOTES TEMPORARY ESA WETLAND PROTECTION FENCING RIPARIAN AREA TO REMAIN, TO BE PROTECTED RIPARIAN AREA TO BE TEMPORARY IMPACT RIPARIAN AREA TO BE PERMANENT IMPACT WETLAND TO REMAIN, TO BE PROTECTED WETLAND OR WATERS TO BE TEMPORARY IMPACT WETLAND OR WATERS TO BE PERMANENT IMPACT WATERS TO REMAIN, TO BE PROTECTED EXISTING TREE TO REMAIN, TO BE PROTECTED EXISTING TREE TO BE REMOVEDX SE E B E L O W S E E A B O V E SE E S H E E T C E 1 0 4 SE E S H E E T C E 1 0 2 Page 140 of 390 590 600 595 600 600 600 600 592 593 594 596 596 596 597 597 597 598 598 598 599 599 599 601 601 602 602 596 595 600 600 592 593 594 596 596 596 597 597 597 598 598 598 599 599 599 599 599 595 595 595 595 595 591 592593594 596 596 596 597 597 598 598 599 599 594 595 595 591 592 592 592 593 593 593 593 593 594 594 596 596 597 597 5 9 5 6 0 0 593 59 3 59 4 5 9 6 5 9 7 5 9 8 5 9 9 6 0 1 6 0 2 60 3 X X X X 423+00 424+00 425+00 426+00 427+00 R/W R/W R/W R/W R /W R /W R /W R /W "T" LINE RAIL CL MA T C H L I N E S T A 4 2 3 + 4 0 M A T C H L I N E S T A 4 2 7 + 3 0 590590590 590 590 590 595 595 595595 595 595 591 592 59 2 592 593 593 593 593 593 594 594 596 596 597 597 590 590 590 590 5 9 0 590 590 590 595 595 595595 591 591 591 591 592 592 592 592 593 593 593 593 594 594 594 596 596 596596 597 597 597597 598 598 590 590 591 591 592593594 590 595 595 591 591 591 592 592 593 593 593 594 594 594 596 5 9 1 59 1 59259 2 592 5 9 2 593 5 9 3 593 XXXXXXXX XX X427+00 428+00 429+00 430+00 431+00 R /W R /W R /W R /W R/W R/W R/W R/W RAIL CL WATERS D5 PROTECT FENCE IN PLACE "T" LINE 48" CMP RIPARIAN HABITAT MA T C H L I N E S T A 4 2 7 + 3 0 MA T C H L I N E S T A 4 3 1 + 2 0 Project Client Plot Date:21 December 2022 - 6:32 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\EN\C3D\sheets\12557341-GHD-0000-ERO-EN-D101.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U EROSION CONTROL PLAN 0 40'20'10' EROSION CONTROL PLAN STA 423+40 TO STA 431+20 CE104 451" = 20' C. PHELPS C. PHELPS E. FANSELAU E. FANSELAU SEP 30, 2022 N NEROSION CONTROL PLAN EROSION CONTROL LEGEND TEMPORARY SILT FENCE PER CALTRANS BMP FACT SHEET SC-1 PLACE TEMPORARY FIBER ROLLS FOR SLOPE PROTECTION DURING CONSTRUCTION PER CALTRANS BMP FACT SHEET SC-5 STORM DRAIN INLET PROTECTION PER CALTRANS FACT SHEET SC-6 JUTE BLANKET PER CALTRANS BMP FACT SHEET SS-7 TEMPORARY TREE PROTECTION FENCING, SEE LANDSCAPE PLAN FOR NOTES TEMPORARY ESA WETLAND PROTECTION FENCING RIPARIAN AREA TO REMAIN, TO BE PROTECTED RIPARIAN AREA TO BE TEMPORARY IMPACT RIPARIAN AREA TO BE PERMANENT IMPACT WETLAND TO REMAIN, TO BE PROTECTED WETLAND OR WATERS TO BE TEMPORARY IMPACT WETLAND OR WATERS TO BE PERMANENT IMPACT WATERS TO REMAIN, TO BE PROTECTED EXISTING TREE TO REMAIN, TO BE PROTECTED EXISTING TREE TO BE REMOVEDX S E E B E L O W SE E A B O V E SE E S H E E T C E 1 0 5 SE E S H E E T C E 1 0 3 Page 141 of 390 590 595 595 590 595 595 591 591 591 592 592 593 593 593 594 594 594 596 595 595 595 591 592 592 592 593 593 593 594 594 594 59 5 5 9 5 590 590 59 0 590 590 586 586 587 58 7 588 58 8 589 58 9 5 8 9 589 589 591 591 591 591 59 1 591 592 592 59 2 592 592592 592 592 593 593 593 593 593 58 6 586 58 7 58 7 5 8 8 58 8 5 8 9 595 591 592 592 592 592 592 593 593594 594 592 593 594 59 0 5 9 0 5 8 9 58 9 59 1 5 9 1 5 9 2 592 5 9 3 5 9 4 XXXXXXXXXXXX XXXX431+00 432+00 433+00 434+00 435+00 R/W R/W R/W R/W R/W R/W R/W R/W "T" LINE WATERS D4 CONTINUES PAST RIGHT OF WAYAIR P O R T P A R K B L V D AIR P O R T R D RAIL CL WATERS D4 MA T C H L I N E S T A 4 3 1 + 2 0 MA T C H L I N E S T A 4 3 5 + 1 0 590 586 586 587 588 589 591 59 1 591 592 59 2 592 592 592 593 593 590 595 586 587 591 592 592 592 592 592 593 593594 594 596 585 590 590 586 587 588 589 591 590 590 588 589 5 9 0 5 8 7 5 8 8 5 8 9 5 9 1 59 1 5 9 2 592 X 435+00 436+00 437+00 438+00 439+00 R/W R/W R/W R/W R/W R/W R/W R/W "T" LINE RAIL CLMA T C H L I N E S T A 4 3 5 + 1 0 MA T C H L I N E S T A 4 3 8 + 9 1 Project Client Plot Date:21 December 2022 - 6:32 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\EN\C3D\sheets\12557341-GHD-0000-ERO-EN-D101.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U EROSION CONTROL PLAN 0 40'20'10' EROSION CONTROL PLAN STA 431+20 TO STA 438+91 CE105 461" = 20' C. PHELPS C. PHELPS E. FANSELAU E. FLANSELAU SEP 30, 2022 N NEROSION CONTROL PLAN EROSION CONTROL LEGEND TEMPORARY SILT FENCE PER CALTRANS BMP FACT SHEET SC-1 PLACE TEMPORARY FIBER ROLLS FOR SLOPE PROTECTION DURING CONSTRUCTION PER CALTRANS BMP FACT SHEET SC-5 STORM DRAIN INLET PROTECTION PER CALTRANS FACT SHEET SC-6 JUTE BLANKET PER CALTRANS BMP FACT SHEET SS-7 TEMPORARY TREE PROTECTION FENCING, SEE LANDSCAPE PLAN FOR NOTES TEMPORARY ESA WETLAND PROTECTION FENCING RIPARIAN AREA TO REMAIN, TO BE PROTECTED RIPARIAN AREA TO BE TEMPORARY IMPACT RIPARIAN AREA TO BE PERMANENT IMPACT WETLAND TO REMAIN, TO BE PROTECTED WETLAND OR WATERS TO BE TEMPORARY IMPACT WETLAND OR WATERS TO BE PERMANENT IMPACT WATERS TO REMAIN, TO BE PROTECTED EXISTING TREE TO REMAIN, TO BE PROTECTED EXISTING TREE TO BE REMOVEDX SE E B E L O W SE E A B O V E SE E S H E E T C E 1 0 6 SE E S H E E T C E 1 0 4 1 WATERS D4 MODIFICATIONS KG KG 2022-12-19 Page 142 of 390 5 8 5 590 58 3 58 4 586 5 8 7 5 8 8 589 590 587 588 589 5 8 0 580 585 5 8 5 585 5 8 1 581 5 8 2 582 583 583 5 8 3 583 58 4 584 586 586 587 587 588 588 584 585 585 58 1 582 583 583 58 4 584 586 586 587 587 588 588 5 8 5 5 8 3 58 4 5 8 6 584 583 584 583 583 583 584 584 583 584 583 583 583 584 X XX XXX X X 439+00 440+00 441+00 442+00 443+00 R/W R/W R/W R/W R/W R/W R/W R/W RAIL CL WATERS D3 "T" LINE WETLAND D D STA 442+33.63, 8.75' L BEGIN ESA FENCE MA T C H L I N E S T A 4 3 8 + 9 1 MA T C H L I N E S T A 4 4 2 + 9 1 585 586 587 588 588 580 580 585 585 585 585 585 57 9 579 58 1 581 582 58 2 583 583 58 3 58 4 584 584 586586 586 586 586 587 587 587 587 587 588 588 5 8 3 580 585 585 585 58 1 58258 3 58 4 58 4 586 586 586 5 8 5 58 5 582 58 2 5 8 3 58 3 5 8 3 58 3 5 8 4 58 4 5 8 4 584 583 583 583 583 X X X XXX X X X XX X 443+00 444+00 445+00 446+00 447+00 R/W R/W R/W R/W R/W R/W R/W R/W "T" LINE RAIL CL "T" LINE WETLAND D STA 443+62.59, 9.18' L END ESA FENCE STA 443+73.50, 7.80' R END ESA FENCE STA 443+36.10, 9.61' R BEGIN ESA FENCE MA T C H L I N E S T A 4 4 2 + 9 1 MA T C H L I N E S T A 4 4 6 + 8 3 Project Client Plot Date:21 December 2022 - 6:32 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\EN\C3D\sheets\12557341-GHD-0000-ERO-EN-D101.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U EROSION CONTROL PLAN 0 40'20'10' EROSION CONTROL PLAN STA 438+91 TO STA 446+83 CE106 471" = 20' C. PHELPS C. PHELPS E. FANSELAU E. FANSELAU SEP 30, 2022 N NEROSION CONTROL PLAN EROSION CONTROL LEGEND TEMPORARY SILT FENCE PER CALTRANS BMP FACT SHEET SC-1 PLACE TEMPORARY FIBER ROLLS FOR SLOPE PROTECTION DURING CONSTRUCTION PER CALTRANS BMP FACT SHEET SC-5 STORM DRAIN INLET PROTECTION PER CALTRANS FACT SHEET SC-6 JUTE BLANKET PER CALTRANS BMP FACT SHEET SS-7 TEMPORARY TREE PROTECTION FENCING, SEE LANDSCAPE PLAN FOR NOTES TEMPORARY ESA WETLAND PROTECTION FENCING RIPARIAN AREA TO REMAIN, TO BE PROTECTED RIPARIAN AREA TO BE TEMPORARY IMPACT RIPARIAN AREA TO BE PERMANENT IMPACT WETLAND TO REMAIN, TO BE PROTECTED WETLAND OR WATERS TO BE TEMPORARY IMPACT WETLAND OR WATERS TO BE PERMANENT IMPACT WATERS TO REMAIN, TO BE PROTECTED EXISTING TREE TO REMAIN, TO BE PROTECTED EXISTING TREE TO BE REMOVEDX SE E B E L O W SE E A B O V E SE E S H E E T C E 1 0 7 SE E S H E E T C E 1 0 5 Page 143 of 390 580 580 585 585 585 585 585 585 585 58 1 58 1 58 1 5 8 2 58 2 582 582 583 5 8 3 58 3 583 58 4 58 4 58 4 584 586 586 586 586586 586 586 580580 58 1 581 585 58 5 583 584 586 586 585585 5 8 1 58 1 58 2 5 8 2 5 8 2 58 2 5 8 3 583 5 8 4 584 582 581 581 581 582 X 447+00 448+00 449+00 450+00 451+00 R/W R/W R/W R/W R/W R/W R/W R/W RAIL CL "T" LINE WETLAND C WETLAND BWETLAND B MA T C H L I N E S T A 4 4 6 + 8 3 MA T C H L I N E S T A 4 5 0 + 7 5 TM 585 585 585 583 584 586 586586 586 5 8 5 583 5 8 4 5 8 6 5 8 6 5 8 6 586 586 5 8 7 59 0 59 5 600 58 7 58 8 58 9 59 1 59 2 59 3 59 4 59 6 597 598 5 9 9 585 590 586 586 586 586 586 587 588 589 587 5 8 5 585 586 587 587451+00 452+00 453+00 454+00 455+00 456+00 R/W R/W R/W R/W RAIL CL "T" LINE WETLAND B PROTECT COLUMN IN PLACE NO R G A R D L N S B H W Y 1 0 1 N B H W Y 1 0 1 RAIL CL CO U N T Y R / W CO U N T Y R/ W "T" LINE CONSTRUCTION STAGING AREA EN D B A S E B I D , B E G I N A D D - A L T Project Client Plot Date:21 December 2022 - 6:32 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\EN\C3D\sheets\12557341-GHD-0000-ERO-EN-D101.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U EROSION CONTROL PLAN 0 40'20'10' EROSION CONTROL PLAN STA 446+83 TO STA 456+33 CE107 481" = 20' C. PHELPS C. PHELPS E. FANSELAU E. FANSELAU SEP 30, 2022 N NEROSION CONTROL PLAN EROSION CONTROL LEGEND TEMPORARY SILT FENCE PER CALTRANS BMP FACT SHEET SC-1 PLACE TEMPORARY FIBER ROLLS FOR SLOPE PROTECTION DURING CONSTRUCTION PER CALTRANS BMP FACT SHEET SC-5 STORM DRAIN INLET PROTECTION PER CALTRANS FACT SHEET SC-6 JUTE BLANKET PER CALTRANS BMP FACT SHEET SS-7 TEMPORARY TREE PROTECTION FENCING, SEE LANDSCAPE PLAN FOR NOTES TEMPORARY ESA WETLAND PROTECTION FENCING RIPARIAN AREA TO REMAIN, TO BE PROTECTED RIPARIAN AREA TO BE TEMPORARY IMPACT RIPARIAN AREA TO BE PERMANENT IMPACT WETLAND TO REMAIN, TO BE PROTECTED WETLAND OR WATERS TO BE TEMPORARY IMPACT WETLAND OR WATERS TO BE PERMANENT IMPACT WATERS TO REMAIN, TO BE PROTECTED EXISTING TREE TO REMAIN, TO BE PROTECTED EXISTING TREE TO BE REMOVEDX MA T C H L I N E S T A 4 5 0 + 7 5 SE E B E L O W SE E A B O V E SE E S H E E T C E 1 0 8 SE E S H E E T C E 1 0 6 1 WETLAND C REVISIONS KG KG 2022-12-19 Page 144 of 390 COM 585 58 5 58 4 586 585 5 8 1 5 8 2 5 8 3 5 8 4 586 585 583 583 584 5 8 5 5 8 5 586 585 58 6 587 5 8 8588 457+00 458+00 R/W R/W NO R G A R D L N PROTECT COLUMN IN PLACE PROTECT FENCE IN PLACE WATERS D2 CO U N T Y R/ W CO U N T Y R / W PROTECT EXISTING RAIL BRIDGE IN PLACE EN D B A S E B I D , B E G I N A D D - A L T 585 590 595 58 5 586 587 586 587 586 586 586 586 586 586 587 587 587 588 588 586 587 5 8 6 586586 5 8 6 5 8 7 5 8 7 587 588588 5 8 8 459+00 460+00 461+00 462+00 R/W R/W R/W R/W R/W R/W R/W R/W "T" LINE RAIL CLMA T C H L I N E S T A 4 5 8 + 5 9 MA T C H L I N E S T A 4 6 2 + 4 9 Project Client Plot Date:21 December 2022 - 6:32 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\EN\C3D\sheets\12557341-GHD-0000-ERO-EN-D101.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U EROSION CONTROL PLAN 0 40'20'10' EROSION CONTROL PLAN STA 456+50 TO STA 462+49 CE108 491" = 20' C. PHELPS C. PHELPS E. FANSELAU E. FANSELAU SEP 30, 2022 N NEROSION CONTROL PLAN EROSION CONTROL LEGEND TEMPORARY SILT FENCE PER CALTRANS BMP FACT SHEET SC-1 PLACE TEMPORARY FIBER ROLLS FOR SLOPE PROTECTION DURING CONSTRUCTION PER CALTRANS BMP FACT SHEET SC-5 STORM DRAIN INLET PROTECTION PER CALTRANS FACT SHEET SC-6 JUTE BLANKET PER CALTRANS BMP FACT SHEET SS-7 TEMPORARY TREE PROTECTION FENCING, SEE LANDSCAPE PLAN FOR NOTES TEMPORARY ESA WETLAND PROTECTION FENCING RIPARIAN AREA TO REMAIN, TO BE PROTECTED RIPARIAN AREA TO BE TEMPORARY IMPACT RIPARIAN AREA TO BE PERMANENT IMPACT WETLAND TO REMAIN, TO BE PROTECTED WETLAND OR WATERS TO BE TEMPORARY IMPACT WETLAND OR WATERS TO BE PERMANENT IMPACT WATERS TO REMAIN, TO BE PROTECTED EXISTING TREE TO REMAIN, TO BE PROTECTED EXISTING TREE TO BE REMOVEDX MA T C H L I N E S T A 4 5 8 + 5 9 ADD ALTERNATIVE SE E B E L O W SE E A B O V E SE E S H E E T C E 1 0 9 SE E S H E E T C E 1 0 7 Page 145 of 390 586 586 586 586 587 586 5 8 5 585 5 8 6 586 586 5 8 7 463+00 464+00 465+00 466+00 R/W R/W R/W R/W R/W R/W R/W R/W RAIL CL "T" LINE MA T C H L I N E S T A 4 6 2 + 4 9 MA T C H L I N E S T A 4 6 6 + 3 9 585 585 586 585 584 585 585 585 584 585 466+00 467+00 468+00 469+00 470+00 R/W R/W R/W R/W R/W R/W R/W R/W RAIL CL "T" LINE MA T C H L I N E S T A 4 6 6 + 3 9 MA T C H L I N E S T A 4 7 0 + 2 9 Project Client Plot Date:21 December 2022 - 6:32 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\EN\C3D\sheets\12557341-GHD-0000-ERO-EN-D101.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U EROSION CONTROL PLAN 0 40'20'10' EROSION CONTROL PLAN STA 462+49 TO STA 470+29 CE109 501" = 20' C. PHELPS C. PHELPS E. FANSELAU E. FANSELAU SEP 30, 2022 N NEROSION CONTROL PLAN EROSION CONTROL LEGEND TEMPORARY SILT FENCE PER CALTRANS BMP FACT SHEET SC-1 PLACE TEMPORARY FIBER ROLLS FOR SLOPE PROTECTION DURING CONSTRUCTION PER CALTRANS BMP FACT SHEET SC-5 STORM DRAIN INLET PROTECTION PER CALTRANS FACT SHEET SC-6 JUTE BLANKET PER CALTRANS BMP FACT SHEET SS-7 TEMPORARY TREE PROTECTION FENCING, SEE LANDSCAPE PLAN FOR NOTES TEMPORARY ESA WETLAND PROTECTION FENCING RIPARIAN AREA TO REMAIN, TO BE PROTECTED RIPARIAN AREA TO BE TEMPORARY IMPACT RIPARIAN AREA TO BE PERMANENT IMPACT WETLAND TO REMAIN, TO BE PROTECTED WETLAND OR WATERS TO BE TEMPORARY IMPACT WETLAND OR WATERS TO BE PERMANENT IMPACT WATERS TO REMAIN, TO BE PROTECTED EXISTING TREE TO REMAIN, TO BE PROTECTED EXISTING TREE TO BE REMOVEDX ADD ALTERNATIVE SE E B E L O W SE E A B O V E SE E S H E E T C E 1 0 9 SE E S H E E T C E 1 0 8 Page 146 of 390 585 585 584 585 582 583 584 584 584 582 583 583 583 584 582 583 583 583 584 891011 585 583584 582 470+00 471+00 472+00 473+00 474+00 R/W R/W R/W R/W R/W R/W R/W R/W "T" LINE RAIL CLMA T C H L I N E S T A 4 7 0 + 2 9 MA T C H L I N E S T A 4 7 4 + 1 9 ATT & T OP T I C A L ATT & T OP T I C A L 582 583 583 583 584 582 583 583 583 584 582 582 582 582 583 5 8 1 5 8 2 58 0 580 579 581 581 580 579 581 580 580 579 58 1 4 3 2 1567891011 5 8 2 581 582 582 582 X XXXX474+00 475+00 476+00 477+00 478+00 R/W R/W R/W R/W R/W R/W RAIL CL "T" LINE WATERS D1 PROTECT EXISTING RAIL BRIDGE IN PLACE PL A N T R D (E) STORM DRAIN INLET IS NOT LOCATED INLET PROTECTION LOCATION IS APPROXIMATE MA T C H L I N E S T A 4 7 4 + 1 9 Project Client Plot Date:21 December 2022 - 6:33 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\EN\C3D\sheets\12557341-GHD-0000-ERO-EN-D101.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U EROSION CONTROL PLAN 0 40'20'10' EROSION CONTROL PLAN STA 470+29 TO STA 478+25 CE110 511" = 20' C. PHELPS C. PHELPS E. FANSELAU E. FANSELAU SEP 30, 2022 N NEROSION CONTROL PLAN EROSION CONTROL LEGEND TEMPORARY SILT FENCE PER CALTRANS BMP FACT SHEET SC-1 PLACE TEMPORARY FIBER ROLLS FOR SLOPE PROTECTION DURING CONSTRUCTION PER CALTRANS BMP FACT SHEET SC-5 STORM DRAIN INLET PROTECTION PER CALTRANS FACT SHEET SC-6 JUTE BLANKET PER CALTRANS BMP FACT SHEET SS-7 TEMPORARY TREE PROTECTION FENCING, SEE LANDSCAPE PLAN FOR NOTES TEMPORARY ESA WETLAND PROTECTION FENCING RIPARIAN AREA TO REMAIN, TO BE PROTECTED RIPARIAN AREA TO BE TEMPORARY IMPACT RIPARIAN AREA TO BE PERMANENT IMPACT WETLAND TO REMAIN, TO BE PROTECTED WETLAND OR WATERS TO BE TEMPORARY IMPACT WETLAND OR WATERS TO BE PERMANENT IMPACT WATERS TO REMAIN, TO BE PROTECTED EXISTING TREE TO REMAIN, TO BE PROTECTED EXISTING TREE TO BE REMOVEDX ADD ALTERNATIVE SE E B E L O W SE E A B O V E SE E S H E E T C E 1 0 9 Page 147 of 390 Project Client Plot Date:30 September 2022 - 11:59 AM N:\Shared\PROJECTS\2021\00-2021-230 Ukiah, CA Great Redwood Trail Phase 4\CAD\L101.dwgPlotted By:Carmela Sambo 0 Bar i s o ne i n c h o n o r ig i nal si ze sh eet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of prof essional service, is the property of GHD. This document may only be used by GHD’s client (and any ot her per s on who GHD has agreed can use this document) for the purpose f or which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 2022-09-30 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. B. BURCHFIELD R. BOOTH, C. SAMBO R. BOOTH R. BOOTH 304 12th Street, Suite 2A | Oakland, CA 94607 510-540-5008 | altago.com SCALE PLAN SCALE FEET 020 2010 40 MA T C H L I N E - S E E B E L O W L E F T MA T C H L I N E - S E E A B O V E R I G H T MA T C H L I N E - S E E S H E E T L - 1 0 2 1"=20' LANDSCAPE AND SITE FURNISHINGS PLAN L-101 52 MATERIALS LEGEND SEATING BENCH PICNIC TABLE BOULDERS SHADE STRUCTURE BIKE RACK BIKE REPAIR STATION INTERPRETIVE SIGN CONCRETE PAVING S 13 L-301 400+00 401+00 402+00 403+00 S CO M M E R C E D R EC 42 SF EC 142 SF EC 154 SF HA AM AM AM AM AM AM AM QLCE QL QL CE AMAM HA HA CE AMCE EC 104 SF EC 147 SFPERENNIALS (272 sf) GRASSES (1,125 sf) PERENNIALS (328 sf)PERENNIALS (255 sf) PERENNIALS (161 sf) PERENNIALS (451 sf)AM INTERPRETIVE SIGN SEATING BENCH CONCRETE PAD (55 SF) CONCRETE PAVING (17.5 SF) R / W R / W 12 L302 11' 5' 404+00 405+00 406+00 407+00 408+00 CEAM HA AM QL QLAMCE AMCE AMCE AMCE CEAM AM EC 96 SF EC 155 SF EC 44 SF PERENNIALS (120 sf) GRASSES (326 sf) PERENNIALS (108 sf) PERENNIALS (56 sf)GRASSES (177 sf)GRASSES (2,420 sf) PERENNIALS (721 sf)PERENNIALS (776 sf) EC 159 SF PERENNIALS (270 sf) PERENNIALS (174 sf) STONE SEATING BOULDER (2) SEATING BENCH (2) CONCRETE PAD (199 SF) CONCRETE PAVING (42 SF) R / W R / W R / W 12 L302 MODULAR RETAINING WALL 3 C-502 18' 14 ' 11' 7' R 8 ' PANDA EXPRESS PARKING LOT Page 148 of 390 SCALE PLAN SCALE FEET 020 2010 40 MA T C H L I N E - S E E S H E E T L - 1 0 3 Project Client Plot Date:30 September 2022 - 12:00 PM N:\Shared\PROJECTS\2021\00-2021-230 Ukiah, CA Great Redwood Trail Phase 4\CAD\L102.dwgPlotted By:Carmela Sambo 0 Bar i s o ne i n c h o n o r ig i nal si ze sh eet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of prof essional service, is the property of GHD. This document may only be used by GHD’s client (and any ot her per s on who GHD has agreed can use this document) for the purpose f or which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 2022-09-30 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. B. BURCHFIELD R. BOOTH, C. SAMBO R. BOOTH R. BOOTH 304 12th Street, Suite 2A | Oakland, CA 94607 510-540-5008 | altago.com LANDSCAPE AND SITE FURNISHINGS PLAN 53 MA T C H L I N E - S E E S H E E T L - 1 0 1 L-1021"=20' D 415+00 416+00 417+00 418+00 419+00 S EC 52 SF EC 56 SF EC 110 SF AMAM QL AM AM AM AM AM CE CE CE CEHA QL QL CEHACE HA GRASSES (409 sf) GRASSES (723 sf) PERENNIALS (478 sf) PERENNIALS (554 sf) GRASSES (501 sf) PERENNIALS (219 sf) PERENNIALS (304 sf) GRASSES (282 sf) PERENNIALS (120 sf) GRASSES (488 sf) PERENNIALS (184 sf) PERENNIALS (823 sf) GRASSES (613 sf) PERENNIALS (357 sf) SEATING BENCH ON CONCRETE PAVING (17.5 SF) CONCRETE PAD (28 SF) R / W R / W 12 L30212 L302 BIKE RACK (3) ON CONCRETE PAVING (14 SF) INTERPRETIVE SIGN SHADE STRUCTURE PICNIC TABLE (1) ON CONCRETE PAVING (73 SF) CONCRETE PAD (369 SF) STONE SEATING BOULDERS (3) 7'4' 34'13 ' 4' 24' R1 0 ' HOLIDAY INN PARKING LOT MATERIALS LEGEND SEATING BENCH PICNIC TABLE BOULDERS SHADE STRUCTURE BIKE RACK BIKE REPAIR STATION INTERPRETIVE SIGN CONCRETE PAVING S 13 L-301 Page 149 of 390 SCALE PLAN SCALE FEET 020 2010 40 MA T C H L I N E - S E E S H E E T L - 1 0 4 Project Client Plot Date:30 September 2022 - 12:00 PM N:\Shared\PROJECTS\2021\00-2021-230 Ukiah, CA Great Redwood Trail Phase 4\CAD\L103.dwgPlotted By:Carmela Sambo 0 Bar i s o ne i n c h o n o r ig i nal si ze sh eet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of prof essional service, is the property of GHD. This document may only be used by GHD’s client (and any ot her per s on who GHD has agreed can use this document) for the purpose f or which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 2022-09-30 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. B. BURCHFIELD R. BOOTH, C. SAMBO R. BOOTH R. BOOTH 304 12th Street, Suite 2A | Oakland, CA 94607 510-540-5008 | altago.com LANDSCAPE AND SITE FURNISHINGS PLAN MA T C H L I N E - S E E A B O V E L-103 MATCHLINE - SEE BELOW LEFT MATCHLINE - SEE SHEET L-102 SCALE PLAN SCALE FEET 020 2010 40 1"=20'54 431+00 432+00 433+00 434+00 R / W R / W AI R P O R T P A R K B L V D EC 245 SF EC 211 SF CE CE AM AM AM HA HA HA PERENNIALS (666 sf) GRASSES (975 sf) PERENNIALS (409 sf) CE EC 261 SF AM MATERIALS LEGEND SEATING BENCH PICNIC TABLE BOULDERS SHADE STRUCTURE BIKE RACK BIKE REPAIR STATION INTERPRETIVE SIGN CONCRETE PAVING S 13 L-301 XX XX XX XX XX 48"R C P FL=5 8 8 . 5 1 ' 48"R C P FL=5 8 7 . 6 9 ' 43 0 + 0 0 XX XX XX XX XX EC 711 SF CE CE CE CE AM HA HA AM AM AM AM AM AM AM AM AM AM AM HA HA HA HA HA HA HA AM AM AM AM HA QL QL QL PERENNIALS (463 sf) GRASSES (2,106 sf) PERENNIALS (872 sf) GRASSES (717 sf) PE R E N N I A L S ( 4 0 9 s f ) CE EC 2 6 1 S F Page 150 of 390 SCALE PLAN SCALE FEET 020 2010 40 Project Client Plot Date:30 September 2022 - 2:42 PM N:\Shared\PROJECTS\2021\00-2021-230 Ukiah, CA Great Redwood Trail Phase 4\CAD\L104.dwgPlotted By:Carmela Sambo 0 B ar i s o n e in c h o n or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of G HD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 2022-09-30 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. B. BURCHFIELD R. BOOTH, C. SAMBO R. BOOTH R. BOOTH 304 12th Street, Suite 2A | Oakland, CA 94607 510-540-5008 | altago.com LANDSCAPE AND SITE FURNISHINGS PLAN 55 MA T C H L I N E - S E E S H E E T L - 1 0 3 L-1041"=20' 476+00 477+00 478+00 479+00 480+00 4 3 2 15 S WA L L 12 " P I P E IN V = 5 7 8 . 1 6 ' WA L L PL A N T R D EC 236 SF EC 189 SF EC 2,001 SF EC 245 SF CE CE AM AM AM AM QLCE CE CE HA HA HAAM AM AM AM AM AM AM AM AM HA HA HA CE CE CE QL QL QL QL QL AM AM EC 124 SF GRASSES (1,213 sf) PERENNIALS (597 sf) PERENNIALS (409 sf) GRASSES (1,055 sf) GRASSES (908 sf) GRASSES (601 sf) GRASSES (1,215 sf) PERENNIALS (1,371 sf) PERENNIALS (619 sf) GRASSES (351 sf) PERENNIALS (255 sf) GRASSES (550 sf) PERENNIALS (349 sf) R / W R / W BIKE RACK (3) ON CONCRETE PAVING (14 SF) INTERPRETIVE SIGN SHADE STRUCTURE PICNIC TABLE (1) ON CONCRETE PAVING (73 SF) CONCRETE PAD (454 SF) SEATING BENCH ON CONCRETE PAVEMENT (17.5 SF) 12 L302 14 ' 40' BIKE REPAIR STATION (1) ON CONCRETE PAVEMENT (4 SF) TREES BOTANICAL NAME COMMON NAME SIZE QTY REMARKS QL Quercus lobata Valley Oak 24" Box 17 SHRUBS BOTANICAL NAME COMMON NAME SIZE QTY REMARKS AM Arctostaphylos manzanita Common Manzanita 3 gal.60 CE Ceanothus sp.Ceanothus 3 gal.31 HA Heteromeles arbutifolia Toyon 3 gal.25 GROUND COVERS BOTANICAL NAME COMMON NAME SIZE QTY REMARKS PERENNIALS 13,332 sf Asclepias sp.Milkweed 1 gal.739 Eriogonum fasciculatum California Buckwheat 1 gal.14,964 Eriophyllum lanatum Oregon Sunshine 1 gal.6,651 Grindelia sp.Gumweed 1 gal.1,663 Lupinus sp.Lupine 1 gal.451 Monardella villosa Coyote Mint 1 gal.451 Penstemon heterophyllus Foothill Penstemon 1 gal.73 Salvia clevelandii Cleveland Sage 1 gal.1,153 PLANT SCHEDULE GRASSES 16,205 sf Danthonia californica California Oatgrass 1 gal.1,053 Festuca californica California Fescue Plug 1,053 Muhlenbergia rigens Deer Grass 1 gal.169 Stipa pulchra Purple Needle Grass Plug 1,516 Eschscholzia californica California Poppy seed 5,498 sf MATERIALS LEGEND SEATING BENCH PICNIC TABLE BOULDERS SHADE STRUCTURE BIKE RACK BIKE REPAIR STATION INTERPRETIVE SIGN CONCRETE PAVING S 13 L-301 Page 151 of 390 3" 6" B&B OR CONTAINERIZED SHRUB (TYP) MIN 3" OF WOOD CHIP MULCH FINISH GRADE REMOVE CONTAINER COMPLETELY OR REMOVE BURLAP FROM TOP 2/3 OF ROOTBALL. REMOVE ALL WIRE AND STRING NATIVE BACKFILL SOIL AMENDED WITH 25% DECOMPSED ORGANIC MULCH AMENDMENTROOTBALL + 1'-0" MIN ALL SIDES SET ALL SHRUBS AT NURSERY LEVEL (TYP) ROOTBALL DEPTH UNDISTURBED SUBGRADE (PROVIDES FIRM BASE SO THAT ROOTBALL WILL NOT SINK) PLAN SECTION GROUNDCOVER PLANT FINISH GRADE PLANTING EDGE TRAIL, CURB, WALK, DRIVEWAY, FENCE OR PROPERTY LINE ROOT MASS OF GROUNDCOVER TYP. "S" INDICATES APPROX. SPACING. "S" SHALL BE 2' FOR GROUNDCOVER. SPACING SHALL BE APPROXIMATED IN ORDER TO ACHIEVE A NATURAL PLANTING PATTERN. 12"S" "S" X1.4 TYP. "S" TYP.12"S" NOTE: PLANTINGS SHALL BE TAGGED FOR DORMANT SEASON IDENTIFICATION AND SHALL REMAIN ON PLANT MATERIAL AFTER PLANTING FOR MONITORING PURPOSES. TYP. FRONT VIEW SIDE VIEW 4'-01 4" 2'-21 2" PRODUCT: URBAN RECYCLING RECEPTACLE 36 GALLON OR APPROVED EQUAL, SIDE OPENING, WITH RECYCLING ATTACHMENT PATTERN: CUSTOM SOLID CYLINDER WITH VERTICAL BARS FINISH: GREEN GLOSS, RAL NUMBER 35-49/51540-AG EVERGREEN GLOSS ANTI-GRAFFITI LINER: 32-GALLON GALVANIZED STEEL MOUNTING: EMBEDMENT; DRILL 1-7/8" DEEP X 1 2" DIAMETER ANCHOR HOLE, INSERT 3 8"-16 X 1-1/2" ANCHOR BAY AREA CONTACT:MICHAEL RISSO-925-890-462 2'-0"MIN 3'-6"MIN SET TOP OF ROOT CROWN 2" ABOVE ADJACENT CURB & SIDEWALK GRADE TREE PIT DEPTH = ROOTBALL DEPTH (MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION) DRIVE STAKES 6" TO 1'-0" INTO UNDISTURBED SOIL BELOW ROOTBALL DRIVE STAKE AT ROOTBALL EDGE (TYP) UNDISTURBED SUBGRADE (PROVIDES FIRM BASE SO THAT ROOTBALL WILL NOT SINK) NOTES: 1. INSTALLATION INCLUDES REMOVAL OF STAKES ONE YEAR AFTER INSTALLATION 2. SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING 1'-6" STAKE TREE WITH (2) TREATED 2"Ø FIR DOWELED TREE STAKES (8'-0" LENGTH) 3" WOOD CHIP MULCH DEPTH (TAPERED AT TRUNK) HARDSCAPE ROUGHEN SIDES OF PLANTING HOLE MAXIMIZE EXCAVATED AREA WITHOUT UNDERMINING ADJACENT PAVING/CURB REMOVE ALL WIRE & STRING, AND REMOVE ALL BURLAP FROM TOP 2/3 OF ROOTBALL NATIVE BACKFILL SOIL AMENDMENT WITH 25% (@1/3 CU YD) DECOMPOSED ORGANIC MULCH AMENDMENT FOR ENTIRE TREE PIT AREA TO ROOTBALL DEPTH MIN WIDTH OF TREE PIT = 2X ROOTBALL DIAMETER OR 5'-0", WHICH EVER IS GREATER MULCH AREA TO BE CLEAR OF GRASS, WEEDS, ETC TO REDUCE COMPETITION WITH TREE ROOTS "CHAINLOCK" OR APPROVED EQUAL TREE TIE MATERIAL (1" WIDTH) NAIL OR STAPLE TREE TIE MATERIAL TO STAKE TO HOLD VERTICALLY. LOOP EACH TIE AROUND HALF TREE LOOSELY TO PROVIDE 1" SLACK FOR TRUNK GROWTH 1 TYPICAL PLUG PLANTING 2 TYPICAL SHRUB PLANTING 3 GROUNDCOVER LAYOUT 4 TRASH/RECYCLING RECEPTACLE PLANTING DETAILS 5 TREE STAKING Project Client Plot Date:30 September 2022 - 12:01 PM N:\Shared\PROJECTS\2021\00-2021-230 Ukiah, CA Great Redwood Trail Phase 4\CAD\03_References\21_230_DETAILS.dwgPlotted By:Carmela Sambo 0 Bar is one i n ch on o r ig i na l size sh ee t Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of prof essional service, is the property of GHD. This document m ay only be used by G HD’s c lient (and any other per s on who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 2022-09-30 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. B. BURCHFIELD R. BOOTH, C. SAMBO R. BOOTH R. BOOTH 304 12th Street, Suite 2A | Oakland, CA 94607 510-540-5008 | altago.com 56L-201NTS Page 152 of 390 NOTE: CANOPY DETAIL DRAWING IS CONCEPTUAL. CONTRACTOR TO SUPPLY STAMPED AND SIGNED SHOP DRAWINGS FOR APPROVAL INCLUDING STRUCTURAL CALCULATIONS AND SPECIFICATIONS FOR MATERIALS. 65" 18 " 19" 10 " 4" 14 " 32 " 72" 11 " 33 " 65 " NOTES: 1. Concrete mix design to include a mixture of Portland Cement, water, coarse and fine aggregates, pure mineral oxide coloring agents (when applicable) to yield a minimum compressive strength of 5000 psi. 2.Final product shall be reinforced with #4 and #5 rebar grid. 3.Product is cast in 1-piece with no assembly required. 4.Hairline cracks may develop over time. These are not structural failures, but inherent characteristics of the material itself. 5.Air pockets are a common occurrence in precast products. The frequency and size of air pockets are variable and to be expected, especially on vertical surfaces. 6.Concrete corners and edges will chip if not handled according to guidelines. Patch kits are available but may or may not blend and can be variable. 7.There is a level of care and maintenance associated with your product and is the responsibility of the end user. Choosing the right sealer can help minimize those costs WEIGHT: 2180 LBS TEXTURE: COLOR: SEALER: MODEL #101S - 72" CONCRETE PICNIC TABLE © BIKE REPAIR STATION - DERO BIKE FIXIT STATION WITH AIR KIT 2 BY DERO (888)337-6729 NOTE: BIKE REPAIR STATION DETAIL DRAWING IS CONCEPTUAL. CONTRACTOR TO SUPPLY STAMPED AND SIGNED SHOP DRAWINGS FOR APPROVAL INCLUDING STRUCTURAL CALCULATIONS AND SPECIFICATIONS FOR MATERIALS. 72" 25 3 / 4 " 31 1 / 2 " FRONT ELEVATION TOP ELEVATION SIDE ELEVATION NOTES: 1. 72" ALUMINUM BENCH WITH ARM 'PLAINWELL' MODEL BY LANDSCAPE FORMS OR APPROVED EQUAL. POWDERCOATED SILVER COLOR 2. VERIFY EXACT LOCATION WITH ENGINEER PRIOR TO INSTALLATION. 3. CONTRACTOR TO PROVIDE ANCHORING HARDWARE AS NEEDED FOR SURFACE MOUNTING TO CONCRETE SIDEWALK PER MANUFACTURER'S SPECIFICATIONS. MIN. 48" CLEAR ROADWAY CURB NOTES: 1.PREFABRICATED BIKE RACK 'OPAL' (IN-GROUND MOUNT) BY MADRAX STYLE OPR-2-IG OR APPROVED EQUAL. 2.LOCATE BIKE RACK PER PLAN 3.CONTRACTOR SHALL INSTALL BIKE RACK PER MANUFACTURER'S SPECIFICATIONS FRONTSIDE 27 5 / 8 " 4 1 / 4 " INSTALL BIKE RACK IN-GROUND EMBEDDED IN CONCRETE PER MANUFACTURER'S SPECIFICATIONS 7 ROMTEC - 2-POST STEEL SHELTER 8 OUTDOOR CREATIONS INC. - CONCRETE PICNIC TABLE 9 BIKE RACK 10 BIKE REPAIR STATION FURNISHING DETAILS 11 BENCH Project Client Plot Date:30 September 2022 - 12:01 PM N:\Shared\PROJECTS\2021\00-2021-230 Ukiah, CA Great Redwood Trail Phase 4\CAD\03_References\21_230_DETAILS.dwgPlotted By:Carmela Sambo 0 Bar is one i n ch on o r ig i na l size sh ee t Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of prof essional service, is the property of GHD. This document m ay only be used by G HD’s c lient (and any other per s on who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 2022-09-30 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. B. BURCHFIELD R. BOOTH, C. SAMBO R. BOOTH R. BOOTH 304 12th Street, Suite 2A | Oakland, CA 94607 510-540-5008 | altago.com 57L-301NTS Page 153 of 390 13 CONCRETE PAVING SECTION 14 CONCRETE AT EXISTING TRAIL, SECTION FURNISHING DETAILS COORDINATE WITH CIVIL ENGINEER ON LAYOUT AND DIMENSIONS 6" 6" 4" 6" MI N . STIFF BRISTLE BROOM FINISH PERPENDICULAR TO SIDE 3,500 PSI MINOR CONCRETE SCORE JOINT, 1" DEEP AND 1/4" WIDE LOCATE AS PER PLAN 6X6-W2.9XW2.9 W.W.F. CLASS 2 AGGREGATE BASE COMPACTED TO 95% R.C. EXISTING SUBGRADE EQ EL PREPARE, SAW-CUT OR CLEAN EXISTING PAVEMENT EDGE AS REQUIRED EXISTING SUBBASE EXISTING SUBGRADE MATCH OR EXCEED DEPTH OF EXISTING PAVEMENT, 4" MIN. MATCH OR EXCEED EXISTING SUBBASE DEPTH EXISTING MATERIAL AND THICKNESS VARIES CLASS 2 AGGREGATE BASE COMPACTED TO 95% R.C. L302 13 12 CONCRETE TRAILHEAD PLAN SCORE JOINTS, TYP 3,500 PSI CONCRETE, STIFF BRISTLE BROOM FINISH SCORE JOINTS 2' O.C. EACH WAY VA R I E S 2' T Y P 2' TYP 2' TYP 2' TYP 2' TYP CONCRETE ~ ~ 2' T Y P 2' T Y P VARIES EXPANSION JOINT (EJ) ALL EDGES TOOLED NOTE: 1.SCORE JOINTS ARE TO BE INSTALLED TYPICALLY 2' O.C. MAX. 2.TO ACCOMODATE EVEN SPACING OF SCORE JOINTS IN AREAS WHERE THE MEASUREMENTS OF THE CONCRETE TRAILHEAD ARE NOT EVEN THE SPACING MAY VARY FROM 20" O.C. TO 28" O.C. 3.SCORE JOINTS SHALL BE LAYED OUT TO ENSURE THAT THE EDGE OF THE TRAILHEADS SLIVERS LESS THAN 1-4" ARE PREVENTED 13 L302 Project Client Plot Date:30 September 2022 - 12:01 PM N:\Shared\PROJECTS\2021\00-2021-230 Ukiah, CA Great Redwood Trail Phase 4\CAD\03_References\21_230_DETAILS.dwgPlotted By:Carmela Sambo 0 Bar is one i n ch on o r ig i na l size sh ee t Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of prof essional service, is the property of GHD. This document m ay only be used by G HD’s c lient (and any other per s on who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 2022-09-30 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. B. BURCHFIELD R. BOOTH, C. SAMBO R. BOOTH R. BOOTH 304 12th Street, Suite 2A | Oakland, CA 94607 510-540-5008 | altago.com 58L-302NTS Page 154 of 390 DESIGN BASIS 1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE CALTRANS BRIDGE DESIGN SPECIFICATIONS AND AASHTO LRFD GUIDE SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES, AND THE GEOTECHNICAL REPORT TITLED "GREAT REDWOOD TRAIL PHASE 4, UKIAH, CA" BY CRAWFORD INC. DATED SEPTEMBER 2022. REFER TO THIS REPORT FOR ALL GEOTECHNICAL INFORMATION AND RECOMMENDATIONS. 2.STRUCTURE DESIGNED FOR SEISMIC LOADS BASED ON THE FOLLOWING PARAMETERS: NORGARD LANE BRIDGE AND PLANT ROAD BRIDGES SITE CLASS = D MAX 0.2 SEC. SPECTRAL RESPONSE ACCELERATION, SS = 1.868 g MAX 1.0 SEC. SPECTRAL RESPONSE ACCELERATION, S1 = 0.713 g Fa SITE COEFFICIENT = 1.2 Fv SITE COEFFICIENT = 1.7 SITE MODIFIED PEAK GROUND ACCELERATION, PGAM = 0.941 g RESPONSE MODIFICATION FACTOR (FOR BRIDGE FOOTINGS) = 2.0 NORGARD LN. BRIDGE PLANT RD. BRIDGE LAT. = 39.113°N LAT. = 39.122°N LONG. = -123.193°W LONG.= -123.198°W 3.DESIGN LIVE LOADS: PEDESTRIAN LOAD = 90 PSF VEHICLE LOAD = H10 DESIGN VEHICLE (20,000 LB) 4.DEFLECTION LIMITS: BRIDGES (GREATER THAN 20FT SPAN) = L/360 PRE-ENGINEERED BRIDGES 1.PROVIDE AND INSTALL FULLY FUNCTIONAL PRE-ENGINEERED SINGLE SPAN BRIDGE AS SHOWN ON THE STRUCTURAL AND CIVIL DRAWINGS AND SPECIFICATIONS. 2.STRUCTURES TO BE DESIGNED BY A REGISTERED CALIFORNIA PROFESSIONAL ENGINEER AND CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND TO SUPPORT OWN WEIGHT, IMPOSED LIVE, WIND, AND SEISMIC LOADS. SEE "STRUCTURAL DESIGN BASIS" IN STRUCTURAL GENERAL NOTES FOR STRUCTURAL CRITERIA. 3.PROVIDE ALL FASTENERS AND OTHER APPURTENANCES NECESSARY TO INSTALL PRE-ENGINEERED BRIDGE TO THE CONCRETE FOOTINGS PER MANUFACTURER. 4.CONTRACTOR SHALL SUBMIT DESIGN DRAWINGS AND CALCULATIONS. DESIGNER SHALL RESPOND TO ALL COMMENTS FROM THE ENGINEER AND MAKE REVISIONS AS REQUIRED. SUBMIT DESIGN FOR REVIEW PRIOR TO FABRICATION. CONTRACTOR TO INCLUDE MULTIPLE STRUCTURAL REVIEWS IN PROJECT SCHEDULE. 5.PRE-ENGINEERED FOUNDATION DESIGN IS BASED ON ASSUMED REACTIONS INDICATED BY THE BRIDGE MANUFACTURER. CONTRACTOR SHALL SUBMIT ACTUAL FOUNDATION REACTIONS AND OBTAIN APPROVAL FROM ENGINEER PRIOR TO CONSTRUCTION OF FOUNDATIONS OR REVIEW OF CONCRETE SHOP DRAWINGS. CONCRETE SHOP DRAWINGS WILL NOT BE REVIEWED WITHOUT FINAL PEB REACTIONS AND FINAL PEB SHOP DRAWINGS. 6.PREMANUFACTURED BRIDGE SHALL BE IN ACCORDANCE WITH: STRUCTURAL MEMBERS: ASTM A606 OR ASTM A847 (Fy = 50 KSI) SECONDARY MEMBERS: ASTM A242 OR ASTM A588. WELDING WELDING: AWS D1.1 BOLTS: ASTM A325 TYPE 3 DECKING: CONCRETE OVER METAL DECK 7.ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH ASTM F1554, GRADE 105, HOT DIPPED GALVANIZED. GENERAL NOTES 1.ALL WORK TO CONFORM TO REQUIREMENTS OF ALL PUBLICATIONS AND NOTES LISTED UNDER "DESIGN BASIS." 2.CIVIL DRAWINGS AND ALL OTHER DRAWINGS AS REQUIRED SHALL BE USED IN CONJUNCTION WITH STRUCTURAL DRAWINGS TO DEVELOP DETAILS AND DIMENSIONS FOR SHOP DRAWINGS, FABRICATION, ERECTION, AND CONSTRUCTION. 3.THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS AND ALL DIMENSIONS IN FIELD PRIOR TO START OF CONSTRUCTION AND PROTECT AND MAINTAIN ALL EXISTING CONSTRUCTION AND ITS CONTENTS IN FULL. 4.THE CONTRACTOR SHALL MAINTAIN A SET OF LATEST REVIEWED SHOP DRAWINGS ON JOB SITE. 5.THE STRUCTURE HAS BEEN DESIGNED TO BE STABLE AND SELF SUPPORTING AFTER THE CONSTRUCTION HAS BEEN COMPLETE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY FOR THE STRUCTURE'S STABILITY DURING CONSTRUCTION. THIS RESPONSIBILITY ALSO INCLUDES BUT IS NOT LIMITED TO METHOD AND SEQUENCE OF ERECTION, TEMPORARY SHORING, AND TEMPORARY BRACING. 6.IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION. 7.SHOULD ANY INFORMATION ON THE STRUCTURAL DRAWINGS CONFLICT WITH THE SPECIFICATIONS OR ANY OTHER PART OF THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND AN INTERPRETATION WILL BE GIVEN. 8.ALL SECTIONS, DETAILS, NOTES, DIMENSIONS AND CONDITIONS ARE APPLICABLE AT ANY OTHER LOCATION WHERE CONDITIONS AND DETAILS ARE SIMILAR BUT ARE NOT SPECIFICALLY NOTED AS SUCH OR ARE NOT SHOWN. 9.FOR QUALITY CONTROL INSPECTION AND TESTING REQUIREMENTS DURING CONSTRUCTION, SEE SPECIFICATIONS. FOUNDATIONS FOR PEDESTRIAN BRIDGES NOTES 1.ALLOWABLE BEARING CAPACITY (DEAD PLUS LIVE LOAD) VALUES USED IN PEDESTRIAN BRIDGE FOUNDATION DESIGN: NORGARD LANE BRIDGE = 3,500 PSF PLANT ROAD BRIDGE = 2,500 PSF 2.THE BRIDGE ABUTMENTS WERE DESIGNED TO RESIST LATERAL LOADING USING THE FOLLOWING PASSIVE EARTH PRESSURES AND BASE FRICTION VALUES: NORGARD LANE BRIDGE PLANT ROAD BRIDGE PASSIVE EARTH PRESSURE 400 PCF 300 PCF FRICTION COEFFICIENT 0.50 0.35 3.EARTH PRESSURES USED IN THE DESIGN OF THE BRIDGE ABUTMENTS AND WINGWALLS ARE AS FOLLOWS: NORGARD LANE BRIDGE PLANT ROAD BRIDGE STATIC 82 PCF 85 PCF SEISMIC ADD'L 45 PCF ADD'L 41 PCF 4.ALL COMPACTED STRUCTURAL FILL SHALL CONFORM TO THE PROJECT SPECIAL PROVISIONS . 5.CONCRETE FOOTINGS SHALL NOT BE PLACED UNTIL FILL AND SUBGRADE HAVE BEEN CHECKED IN PLACE AND APPROVED BY THE ENGINEER. CONCRETE AND REINFORCING NOTES 1.ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318-LATEST EDITION) AND "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" (ACI 315-LATEST EDITION). 2.MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS: 5,000 PSI (NORMAL WEIGHT) AT ALL CONCRETE ELEMENTS. PRIOR TO PLACING CONCRETE, MIX DESIGNS SHALL BE SUBMITTED FOR REVIEW. 3.ALL CONCRETE DIMENSIONS SOHWN ARE MINIMUM DIMENSIONS. CONTRACTOR TO REVIEW FORMING, REINFORCING DETAILS AND ANY EMBEDDED ITEMS AND DETERMINE PRIOR TO FABRICATION OF ANY REINFORCING, PLACEMENT REQUIREMENTS AND CLEARANCES. 4.ALL BAR REINFORCING FOR CONCRETE TO CONFORM TO ASTM A 615 GRADE 60 (DEFORMED). 5.ALL REINFORCING SHALL TERMINATE WITH STANDARD HOOKS AS SHOWN ON PLANS. ALL STIRRUPS AND TIES TO BE CLOSED WITH 135° BENDS. 6.IN WALL ELEMENTS, VERTICAL BARS SHALL BE LOCATED ON OUTERMOST LAYER UNLESS SPECIFICALLY NOTED OTHERWISE. 7.UNLESS OTHERWISE SHOWN, LOCATE REINFORCING BARS WITH FOLLOWING CLEAR DIMENSION TO FACE OF CONCRETE: CONCRETE ON GROUND: 3" CLEAR SLABS ON GRADE: 1" CLEAR FROM TOP OF SLAB ALL OTHER SURFACES:2" CLEAR 8.CONCRETE ACCESSORIES MUST BE ADEQUATE TO MAINTAIN REINFORCING ACCURATELY IN PLACE AND BE NON-CORROSIVE, NON-STAINING TYPE. 9.BEGIN CONCRETE CURING AS SOON AS FINISHING OPERATIONS ARE COMPLETE (WITHIN TWO HOURS). KEEP CONCRETE MOIST OR APPLY A LIQUID MEMBRANE FORMING CURING COMPOUND (COMPLY WITH ASTM C 309, TYPE I, CLASS A) 10.SHORE CONCRETE BEAMS, CANTILEVERS AND SUPPORTED SLABS DIRECTLY TO FIRM BEARING FOR AS LONG AS PRACTICAL (MINIMUM 28 DAYS) TO MINIMIZE CREEP AND DEFLECTION. 11.THE BRIDGE SHALL NOT BE PLACED ON THE CONCRETE FOOTINGS UNTIL THE ENGINEER HAS CONFIRMED THAT THE CONCRETE STRENGTH HAS REACHED AT LEAST 2000 PSI. 12.EPOXY ANCHORS SHALL BE ONE OF THE FOLLOWING, UNO: HILTI HIT-HY 200 HILTI HIT-RE 500 SIMPSON SET-3G 13.NON-SHRINK GROUT SHALL HAS A MINIMUM COMPRESSIVE STRENGTH OF 6,000 PSI AT 7 DAYS MASONRY NOTES 1.MASONRY UNITS TO CONFORM TO ASTM C90 SPECIFIED COMPRESSIVE STRENGTH OF MASONRY: f'm = 2,000 PSI. 2.UNLESS OTHERWISE INDICATED, REINFORCEMENT SHALL CONFORM TO ASTM A615 OR ASTM A706 GRADE 60. 3.GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,000 PSI. 4.ALL MASONRY CELLS SHALL BE FULLY GROUTED. 5.ALL MORTAR SHALL CONFORM TO ASTM C270, TYPE S, WITH A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 1800 PSI. 6.UNLESS OTHERWISE SHOWN, ALL MASONRY SHALL BE LAID IN RUNNING BOND. 7.PROVIDE DOWELS FROM FOUNDATIONS TO MATCH VERTICAL WALL REINFORCING SIZE AND SPACING, UNO. 8.UNLESS OTHERWISE NOTES, THE MINIMUM LAP SHALL BE 48 BAR DIAMETERS. 9.PLACEMENT, TESTS, AND INSPECTIONS OF MASONRY UNITS, GROUT, AND REINFORCING PER CODE REQUIREMENTS. WELDED WIRE WALL NOTES 1.FOUNDATION DESIGN IS BASED ON CRITERIA AND RECOMMENDATIONS PRESENTED IN THE GEOTECHNICAL REPORT "GREAT REDWOOD TRAIL PHASE 4" PREPARED BY CRAWFORD AND ASSOCIATES DATED SEPTEMBER 2022. 2.DESIGN WALLS FOR 75-YEAR LIFE. 3.WIRE MATS SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123. 4.WALLS SHALL BE DESIGNED IN ACCORDANCE WITH AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS WITH THE FOLLOWING PARAMETERS: MSE WALL PARAMETERS CASE FRICTION ANGLE, Φ (°)C (PSF)UNIT WEIGHT, γ (PCF)PGA (g) FOUNDATION 28 100 120 0.94REINFORCED FILL 32 0 125 RETAINED FILL 28 100 120 Project Client Plot Date:30 September 2022 - 5:08 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\ST\C3D\sheets\12557341-GHD-0000-BRG-ST-D001.dwgPlotted By:Haytham Daas 0 Bar is one i n ch on o r ig i na l size sh ee t Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of prof essional service, is the property of GHD. This document m ay only be used by G HD’s c lient (and any other per s on who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. R EGISTER 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 NIACIVIL ST E P H A N I E G O U L D C86103No. STRUCTURAL GENERAL NOTES S-001 59NO SCALE S. GOULD S. GOULD E. FANSELAU B. CROWELL SEP 30, 2022 Page 155 of 390 F/F FACE TO FACE FA FRAMING ANGLE FB FLAT BAR FDTN FOUNDATION FIN FINISH FLG FLANGE FLR FLOOR FN FIELD NAIL FOC FACE OF CONCRETE/CURB FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF STUD FOW FACE OF WALL FRMG FRAMING FRTW FIRE RETARDANT TREATED WOOD FS FAR SIDE FT FEET, FOOT FTG FOOTING FURG FURRING g OR G ACCELERATION DUE TO GRAVITY GA GAGE GALV GALVANIZED GLB GLUED LAMINATED BEAM GR GRADE H HIGH, HEIGHT HDR HEADER HGR HANGER HLDN HOLDDOWN HORIZ HORIZONTAL HS HIGH STRENGTH HSB HIGH STRENGTH BOLT HSS HOLLOW STRUCTURAL SECTION HT HEIGHT ICC INTERNATIONAL CODE COUNCIL ID INSIDE DIAMETER IJ ISOLATION JOINT INFO INFORMATION INT INTERIOR IR INSIDE RADIUS JH JOIST HANGER JT JOINT L ANGLE, LONG, LENGTH LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LONG LONGITUDINAL LRFD LOAD AND RESISTANCE FACTOR DESIGN LS LAG SCREW LWC LIGHT WEIGHT CONCRETE MAX MAXIMUM MB MACHINE BOLT MC MISCELLANEOUS CHANNEL MCJ MASONRY CONTROL JOINT MDJ MASONRY DOWEL JOINT MECH MECHANICAL MEJ MASONRY EXPANSION JOINT MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MKJ MASONRY KEY JOINT MRJ MASONRY RAKE JOINT NA NOT APPLICABLE NF NEAR FACE NIC NOT IN CONTRACT NPS NOMINAL PIPE SIZE NTS NOT TO SCALE NWC NORMAL WEIGHT CONCRETE O/ OVER OAE OR APPROVED EQUAL OC ON CENTER OD OUTSIDE DIAMETER OG ORIGINAL GROUND OH OPPOSITE HAND OPNG OPENING OPP OPPOSITE OR OUTSIDE RADIUS PAF POWER ACTUATED FASTENER PCC PRECAST CONCRETE PCF POUNDS PER CUBIC FOOT & AND @ AT Ø DIAMETER (E) EXISTING ' FOOT, FEET " INCH, INCHES # NUMBER, POUND AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS A/E ARCHITECT / ENGINEER AB ANCHOR BOLT ABUT ABUTMENT ABV ABOVE ADDL ADDITIONAL AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AFS ABOVE FINISHED SLAB ALT ALTERNATE ALUM ALUMINUM APPROX APPROXIMATE ARCH ARCHITECT ARS ACCELERATION RESPONSE SPECTRUM ATR ALL THREAD ROD AWS AMERICAN WELDING SOCIETY BB BEGINNING OF BRIDGE BFF BELOW FINISH FLOOR BKG BACKING BLDG BUILDING BLKG BLOCKING BLW BELOW BM BEAM BMU BRICK MASONRY UNIT BN BOUNDARY NAIL BOS BOTTOM OF STEEL BOT BOTTOM BTWN BETWEEN BVC BEGIN VERTICAL CURVE C CAMBER, CHANNEL CB CARRIAGE BOLT CBC CALIFORNIA BUILDING CODE CFSF COLD-FORMED STEEL FRAMING CG CENTER OF GRAVITY CIDH CAST-IN-DRILLED-HOLE CJ CONSTRUCTION JOINT CJP COMPLETE JOINT PENETRATION CL CENTER LINE CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONN CONNECT, CONNECTION CONT CONTINUE, CONTINUOUS CRS COLD ROLLED STEEL CSK COUNTER SUNK CTR CENTER D PENNY (NAIL), DEEP, DEPTH DBL DOUBLE DCW DEMAND CRITICAL WELD DEG DEGREE DEMO DEMOLITION DET DETAIL DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DJ DOWEL JOINT DL DEAD LOAD DO DITTO, DO OVER DOUG FIR DOUGLAS FIR DWG DRAWING DWL DOWEL EA EACH EB END OF BRIDGE EE EACH END EF EACH FACE EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRIC, ELECTRICAL ELEV ELEVATOR EMBED EMBEDMENT EN EDGE NAIL EOS EDGE OF SLAB EQ EQUAL, EQUALLY ES EACH SIDE EVC END VERTICAL CURVE EW EACH WAY EXT EXTERIOR SEE UNITED STATES NATIONAL CAD STANDARD FOR ANY ABBREVIATION NOT LISTED BELOW STRUCTURAL ABBREVIATIONS LEGEND PJP PARTIAL JOINT PENETRATION PL PLATE, PROPERTY LINE PLF POUNDS PER LINEAR FOOT PREFAB PREFABRICATE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PTW PRESERVATIVE TREATED WOOD QTY QUANTITY R RADIUS, RISER RC RELATIVE COMPACTION REBAR REINFORCING STEEL BAR REINF REINFORCE, REINFORCING REQ REQUIRE, REQUIRED RND ROUND RO ROUGH OPENING RS ROUGH SAWN RWD REDWOOD RWLOL RETAINING WALL LAYOUT LINE S SPACED, SPACING, SPLICE, STEP SAD SEE ARCHITECTURAL DRAWINGS SCHED SCHEDULE SE STRUCTURAL ENGINEER SEC SECOND SECT SECTION SFRS SEISMIC FORCE RESISTING SYSTEM SIM SIMILAR SJ SHRINKAGE JOINT SL SNOW LOAD SP STRUCTURAL PANEL SPEC SPECIFICATION SQ SQUARE SST STAINLESS STEEL STAG STAGGERED STD STANDARD STIF STIFFENER STIR STIRRUP STL STEEL STRUCT STRUCTURAL SYMM SYMMETRICAL T TREAD, THICKNESS T&B TOP & BOTTOM T&G TONGUE & GROOVE THK THICKNESS THRU THROUGH TJ TOOL JOINT TN TOE NAIL TOB TOP OF BEAM TOC TOP OF CURB/CONCRETE TOF TOP OF FRAMING/FOOTING/FLOOR TOG TOP OF GRATING TOJ TOP OF JOIST TOM TOP OF MASONRY TOP TOP OF PARAPET TOS TOP OF STEEL TOSP TOP OF STRUCTURAL PANEL TOT TOP OF TRUSS TOW TOP OF WALL TPB TREATED PERMEABLE BASE TS TUBE STEEL TYP TYPICAL UNO UNLESS NOTED OTHERWISE UON UNLESS OTHERWISE NOTED VERT VERTICAL VIF VERIFY IN FIELD VR VAPOR RETARDER W WIDE, WIDTH, WELD, W-SHAPE W/ WITH W/O WITHOUT WF WIDE FLANGE WHS WELDED HEADED STUD WL WIND LOAD WO WHERE OCCURS WP WORKING POINT WT WEIGHT, W TEE-SHAPE WTS WELDED THREADED STUD WWLOL WINGWALL LAYOUT LINE WWR WELDED WIRE REINFORCEMENT XS EXTRA STRONG XXS DOUBLE EXTRA STRONG Project Client Plot Date:30 September 2022 - 5:09 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\ST\C3D\sheets\12557341-GHD-0000-BRG-ST-D002.dwgPlotted By:Haytham Daas 0 Bar is one i n ch on o r ig i na l size sh ee t Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of prof essional service, is the property of GHD. This document m ay only be used by G HD’s c lient (and any other per s on who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. R EGISTER 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 NIACIVIL ST E P H A N I E G O U L D C86103No. STRUCTURAL ABBREVIATIONS AND SYMBOLS S-002 60NO SCALE A. PRATT S. GOULD E. FANSELAU B. CROWELL SEP 30, 2022 Page 156 of 390 585 458+00 "T" STA:457+61.83 OFF:0.00 N:2171045.217 E:6222570.630 "T" STA:458+06.83 OFF:0.00 N:2171003.148 E:6222586.605 458+00 570 575 580 585 590 595 600 570 575 580 585 590 595 600 457+50 458+00 458+20 457+50 457+60 457+70 457+80 457+90 458+00 458+10 458+20 ST A = 4 5 7 + 6 1 . 8 3 EL = 5 8 8 . 0 9 ST A = 4 5 8 + 0 6 . 8 3 EL = 5 8 8 . 0 9 Project Client Plot Date:30 September 2022 - 5:10 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\ST\C3D\sheets\12557341-GHD-0000-BRG-ST-D101.dwgPlotted By:Haytham Daas 0 Bar is one i n ch on o r ig i na l size sh ee t Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of prof essional service, is the property of GHD. This document m ay only be used by G HD’s c lient (and any other per s on who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. R EGISTER 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 NIACIVIL ST E P H A N I E G O U L D C86103No. NORGARD LANE BRIDGE PLAN AND PROFILE - ADD ALTERNATIVE S-101 61AS SHOWN A. PRATT S. GOULD E. FANSELAU E. FANSELAU SEP 30, 2022 (N) CAST-IN-PLACE CONCRETE RETAINING FOOTING PER DETAIL (N) PRE-MANUFACTURED PEDESTRIAN BRIDGE. SPAN AND WIDTH AS SHOWN THIS SHEET. REFER TO SPECIFICATIONS FOR MORE INFORMATION. (N) CAST-IN-PLACE WING WALL PER DETAIL 1 1 S-502 2 3 3 S-502 SHEET GENERAL NOTES SHEET KEYNOTES 1.DIMENSIONS SHOWN ARE TYPICAL. FOOTINGS ARE SYMMETRICAL ABOUT CENTERLINE OF TRAIL. 2.ALL EXCAVATION WORK NEAR PG&E HIGH-PRESSURE GAS MAINS MUST BE PERFORMED UNDER PG&E STAND-BY OBSERVATION. CONTRACTOR SHALL NOTIFY PG&E STANDBY GOVERNANCE TEAM AT (800) 875-7915 A MINIMUM OF TWO (2) WORKING DAYS IN ADVANCE OF ANY EXCAVATION WORK NEAR PG&E PG&E HIGH-PRESSURE GAS MAINS. NORGARD LANE BRIDGE - PROFILE STATION 457+61.83 TO 458+06.83 SCALE: 1"=5'0 10'5' NORGARD LANE BRIDGE - PLAN SCALE: 1"=5'0 10'5' N SAFETY RAIL RUB RAIL TOE PLATE VERTICAL BOTTOM CHORD A BRIDGE TYPICAL SECTION NOT TO SCALE TOP CHORD DIAGONAL BRACE DIAGONAL 14'-0" EQEQ 14'-0" BRIDGE CLEAR WIDTH 7'-0" 7'-0" A S-101 2 11 FLOOR BEAM 3 TYP BRIDGE CENTERLINE (E) RAILROAD BRIDGE 2 OHW = 583.0' TRAIL FG EG AT C EG AT 8.5' LEFT OF CENTER LINE L EG AT 8.5' RIGHT OF CENTER LINE 45'-0" MEASURED ALONG C OF PEDESTRIAN BRIDGEL 1 S-502 12" HIGH-PRESSURE GAS MAIN. SEE GENERAL NOTE 2 CONCRETE DECK W/ #4 @ 18" MIN. EACH WAY, CENTERED IN DECK OR PER BRIDGE MANUFACTURER - WHICHEVER IS GREATERVARIES, 6" MIN 1.5% SLOPE (AWAY FROM TRACK, TYP. BOTH BRIDGES) PER BRIDGE MNFR Page 157 of 390 477+00 "T" STA:477+37.87 OFF:0.00 N:2169196.791 E:6223268.778 "T" STA:477+07.87 OFF:0.00 N:2169224.833 E:6223258.119 477+00 565 570 575 580 585 590 595 565 570 575 580 585 590 595 477+00 477+50 477+00 477+10 477+20 477+30 477+40 477+50 ST A = 4 7 7 + 0 7 . 8 7 EL = 5 8 2 . 7 5 ST A = 4 7 7 + 3 7 . 8 7 EL = 5 8 2 . 7 5 Project Client Plot Date:30 September 2022 - 5:12 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\ST\C3D\sheets\12557341-GHD-0000-BRG-ST-D102.dwgPlotted By:Haytham Daas 0 Bar is one i n ch on o r ig i na l size sh ee t Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of prof essional service, is the property of GHD. This document m ay only be used by G HD’s c lient (and any other per s on who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. R EGISTER 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 NIACIVIL ST E P H A N I E G O U L D C86103No. PLANT ROAD BRIDGE PLAN AND PROFILE - ADD ALTERNATIVE S-102 62AS SHOWN A. PRATT S. GOULD E. FANSELAU B. CROWELL SEP 30, 2022 PLANT ROAD BRIDGE - PROFILE STATION 477+07.87 TO 477+37.87 SCALE: 1"=5'0 10'5' PLANT ROAD BRIDGE - PLAN SCALE: 1"=5'0 10'5' N (N) CAST-IN-PLACE CONCRETE RETAINING FOOTING PER DETAIL (N) PRE-MANUFACTURED PEDESTRIAN BRIDGE. SPAN AND WIDTH AS SHOWN THIS SHEET. REFER TO SPECIFICATIONS FOR MORE INFORMATION. (N) CAST-IN-PLACE WING WALL PER DETAIL 1 1 S-502 2 3 3 S-502 SHEET GENERAL NOTES SHEET KEYNOTES 1.DIMENSIONS SHOWN ARE TYPICAL. FOOTINGS ARE SYMMETRICAL ABOUT CENTERLINE OF TRAIL. 14'-0" BRIDGE CLEAR WIDTH 7'-0" 7'-0" A S-101 2 1 1 TYP BRIDGE CENTERLINE (E) RAILROAD BRIDGE 2 OHW = 579.6' TRAIL FG EG AT C EG AT 8.5' LEFT OF CENTER LINE L EG AT 8.5' RIGHT OF CENTER LINE 30'-0" MEASURED ALONG C OF PEDESTRIAN BRIDGEL 3 1 S-502 Page 158 of 390 570 575 580 585 590 595 600 570 575 580 585 590 595 600 444+00 445+00 445+30 444+00 444+10 444+20 444+30 444+40 444+50 444+60 444+70 444+80 444+90 445+00 445+10 445+20 445+30 ST A = 4 4 4 + 1 0 . 0 0 EL = 5 8 1 . 8 6 ST A = 4 4 4 + 6 2 . 3 9 EL = 5 8 5 . 7 7 ST A = 4 4 4 + 7 7 . 8 9 EL = 5 8 5 . 7 7 ST A = 4 4 5 + 2 6 . 0 0 EL = 5 8 2 . 1 8 STA 444+10.00 EL = 577.86 STA 445+26.00 EL = 577.86 STA 444+70.14 EL = 580.65 TOP OF WALL AT 8.0' LEFT OF CENTERLINE BOTTOM OF WALLEG AT FACE OF WALL PROTRUDE CULVERT THROUGH FACE OF WALL PER WALL MNFR'S RECOMMENDATIONS SEE SHEET C-122 FOR CULVERT DRAINAGE DETAILS 444+00 445+00 444+00 445+00 BEGIN (N) MSE RETAINING WALL STA "T" 444+10, 8.0' LEFT BEGIN (N) MSE RETAINING WALL STA "T" 445+26, 8.0' LEFT 116'-0" MEASURED ALONG FACE OF WALL TRAIL "T" CENTERLINE BACK OF WALL REINFORCEMENTS, TYP Project Client Plot Date:30 September 2022 - 5:13 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\ST\C3D\sheets\12557341-GHD-0000-RWA-ST-D103.dwgPlotted By:Haytham Daas 0 Bar is one i n ch on o r ig i na l size sh ee t Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of prof essional service, is the property of GHD. This document m ay only be used by G HD’s c lient (and any other per s on who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. R EGISTER 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 NIACIVIL ST E P H A N I E G O U L D C86103No. RETAINING WALL PLAN, PROFILE , AND SECTION S-103 63AS SHOWN A. PRATT S. GOULD E. FANSELAU E. FANSELAU SEP 30, 2022 SHEET GENERAL NOTES 1.REFER TO SHEET S-001 FOR WALL DESIGN PARAMETERS. MSE RETAINING WALL - PROFILE STATION 444+10 TO 445+26 SCALE: 1"=5'0 10'5' MSE RETAINING WALL LOCATION - PLAN SCALE: 1"=5'0 10'5' N APROX. 8' WIDE x 2' TALL WIRE MATS A S-301 Page 159 of 390 570 580 590 600 570 580 590 600 0 100-10 FG TRAIL 6'-0"17'-0" (CONFIRM WITH BRIDGE MNFR)5'-0" 3' - 7 " 4'-0"5'-0" NORGARD LN BRIDGE ABUTMENT 1 EG 2' - 9 " (N) WINGWALL PER TYP. 3 S-502 C TRAILL 9'-6"9'-6" 1 S-502 FOOTING SEAT BEYOND 570 580 590 600 570 580 590 600 0 100-10 FG TRAIL 4'-6"17'-0" (CONFIRM WITH BRIDGE MNFR)3'-6" 4' - 3 " 2'-6"3'-6" NORGARD LN BRIDGE ABUTMENT 2 EG 3' - 6 " (N) WINGWALL PER TYP. 1 S-502 3 S-502 C TRAILL 9'-6"9'-6" FOOTING SEAT 570 580 590 600 570 580 590 600 0 100-10 EL = 582.67 EL = 586.17 EL = 587.95 EL = 586.17 EL = 588.23 EL = 586.92 EL = 586.17 EL = 582.67 FG TRAIL EG NORGARD LN BRIDGE ABUTMENT 2 NORGARD LN BRIDGE STRUCTURE PER MANUFACTURER TOP OF STEM WALL = FG OF TRAIL 570 580 590 600 570 580 590 600 0 100-10 EL = 582.59 EL = 585.34 EL = 587.95 EL = 588.23 EL = 586.17 EL = 582.59 EL = 586.09EL = 586.09 FG TRAIL EG NORGARD LN BRIDGE ABUTMENT 1 NORGARD LN BRIDGE STRUCTURE PER MANUFACTURER TOP OF STEM WALL = FG OF TRAIL NORGARD LANE BRIDGE ABUTMENT ELEVATIONS - ADD ALTERNATIVE S-201 641" = 5' C. PHELPS S. GOULD E. FANSELAU B. CROWELL SEP 30, 2022 Project Client Plot Date:30 September 2022 - 5:15 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\ST\C3D\sheets\12557341-GHD-0000-BRG-ST-D201.dwgPlotted By:Haytham Daas 0 Bar is one i n ch on o r ig i na l size sh ee t Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of prof essional service, is the property of GHD. This document m ay only be used by G HD’s c lient (and any other per s on who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. R EGISTER 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 NIACIVIL ST E P H A N I E G O U L D C86103No. NORGARD LANE BRIDGE ABUTMENT ELEVATIONS - ADD ALTERNATIVE S-201 641" = 5' C. PHELPS S. GOULD E. FANSELAU B. CROWELL SEP 30, 2022 N1 NORGARD LANE BRIDGE ABUTMENT 1 - SECTION LOOKING AT ABUTMENT SCALE: 1" = 5' (H) 1" = 5' (V) N2 NORGARD LANE BRIDGE ABUTMENT 2 - SECTION LOOKING AT ABUTMENT SCALE: 1" = 5' (H) 1" = 5' (V) LOOKING DOWN STATION AT BACK OF WING WALL, LEFT TO RIGHT LOOKING DOWN STATION AT FACE OF WING WALL, LEFT TO RIGHT ELEVATION VIEWDIMENSION VIEW ELEVATION VIEWDIMENSION VIEW Page 160 of 390 570 580 590 600 570 580 590 600 0 100-10 FG TRAIL 3'-0"17'-0"1'-0" 5' - 7 " 2'-0" EG 4' - 4 " PLANT RD BRIDGE ABUTMENT 1 (N) WINGWALL PER TYP. 3 S-502 C TRAILL 1 S-502 9'-6"9'-6" 3" CHAMFER FOOTING SEAT BEYOND 570 580 590 600 570 580 590 600 0 100-10 FG TRAIL 4'-6"17'-0"2'-2" 5' - 2 " 1'-2"3'-6" EG 3' - 7 " C TRAILL 9'-6"9'-6" 1 S-502 FOOTING SEAT 570 580 590 600 570 580 590 600 0 100-10 EL = 582.60 EL = 580.72 EL = 577.14 EL = 580.64 EL = 582.89 EL = 582.31 EL = 580.64 EL = 577.14 FG TRAIL PLANT RD BRIDGE ABUTMENT 2 EG PLANT RD BRIDGE STRUCTURE PER MANUFACTURER TOP OF STEM WALL = FG OF TRAIL 570 580 590 600 570 580 590 600 0 100-10 EL = 582.60 EL = 581.58 EL = 577.25 EL = 580.75 EL = 582.83 EL = 580.75 EL = 577.25 EL = 582.50 FG TRAIL PLANT RD BRIDGE ABUTMENT 1 EG PLANT RD BRIDGE STRUCTURE PER MANUFACTURER TOP OF STEM WALL = FG OF TRAIL PLANT ROAD BRIDGE ABUTMENT ELEVATIONS - ADD ALTERNATIVE S-202 651" = 5' C. PHELPS S. GOULD E. FANSELAU B. CROWELL SEP 30, 2022 Project Client Plot Date:30 September 2022 - 5:16 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\ST\C3D\sheets\12557341-GHD-0000-BRG-ST-D201.dwgPlotted By:Haytham Daas 0 Bar is one i n ch on o r ig i na l size sh ee t Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of prof essional service, is the property of GHD. This document m ay only be used by G HD’s c lient (and any other per s on who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. R EGISTER 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 NIACIVIL ST E P H A N I E G O U L D C86103No. PLANT ROAD BRIDGE ABUTMENT ELEVATIONS - ADD ALTERNATIVE S-202 651" = 5' C. PHELPS S. GOULD E. FANSELAU B. CROWELL SEP 30, 2022 P1 PLANT ROAD BRIDGE ABUTMENT 1 - SECTION LOOKING AT ABUTMENT SCALE: 1" = 5' (H) 1" = 5' (V) P2 PLANT ROAD BRIDGE ABUTMENT 2 - SECTION LOOKING AT ABUTMENT SCALE: 1" = 5' (H) 1" = 5' (V) LOOKING DOWN STATION AT BACK OF WING WALL, LEFT TO RIGHT ELEVATION VIEWDIMENSION VIEW ELEVATION VIEWDIMENSION VIEW LOOKING DOWN STATION AT FACE OF WING WALL, LEFT TO RIGHT 0 10'5' 0 10'5' Page 161 of 390 HE I G H T O F W A L L , H BASE DEPTH, D = ~0.7*H "T" TRAIL CL FACE OF WALL 8'-0" NEW CALTRANS CABLE RAILING PER RSP B11-47 REINFORCED BACKFILL EG TOP OF WALL BOTTOM OF WALL SOIL REINFORCEMENTS DEFLECT CAP MAT TO MAINTAIN 1'-6" MINIMUM COVER 2' MIN. 1 1 TEMPORARY EXCAVATION SLOPE 6" PERFORATED PLASTIC PIPE. INVERT TO BE DETERMINED IN THE FIELD. SLOPE TO DRAIN. CLASS 3 PERMEABLE BACKFILL MATERIAL WITH 8OZ. NON-WOVEN GEOTEXTILE FABRIC (CLASS "B"). OVERLAP FABRIC AT TOP 6" MIN. FG Project Client Plot Date:30 September 2022 - 5:17 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\ST\C3D\sheets\12557341-GHD-0000-RWA-ST-D301.dwgPlotted By:Haytham Daas 0 Bar is one i n ch on o r ig i na l size sh ee t Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of prof essional service, is the property of GHD. This document m ay only be used by G HD’s c lient (and any other per s on who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. R EGISTER 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 NIACIVIL ST E P H A N I E G O U L D C86103No. RETAINING WALL TYPICAL SECTION S-301 661" = 2' S. GOULD S. GOULD E. FANSELAU B. CROWELL SEP 30, 2022 A S-103 RETAINING WALL TYPICAL SECTION SCALE: 1" = 2'-0" 0 4'2' Page 162 of 390 d S S/2 L BARC LC BAR LC BAR S/2 CONCRETE SURFACE CONCRETE SURFACE DEVELOPMENT LENGTH ( ) BAR 3000 PSI CONC (f'c)4000 PSI CONC (f'c)5000 PSI CONC (f'c) SIZE TOP OTHER TOP OTHER s > 6"s < 6" #3 13 22 12 17 12 19 12 15 12 17 12 13 #4 18 29 14 22 15 25 12 19 14 23 12 17 #5 22 36 17 28 19 31 15 24 17 28 13 22 #6 26 43 20 33 23 37 18 29 20 34 16 26 #7 38 63 29 48 33 54 25 42 29 49 23 38 #8 43 72 33 55 37 62 29 48 34 56 26 43 #9 49 81 37 62 42 70 33 54 38 63 29 48 #10 56 89 43 69 49 78 38 60 44 69 34 54 #11 68 98 52 76 59 85 45 66 53 76 41 59 TENSION LAP SPLICE LENGTH (CLASS 'B' SPLICE) #3 17 28 16 22 16 25 16 19 16 22 16 17 #4 23 38 18 29 20 33 16 25 18 29 16 23 #5 28 47 22 36 25 41 19 31 22 36 17 28 #6 34 56 26 43 29 49 23 38 26 44 20 34 #7 49 82 38 63 43 71 33 55 38 63 30 49 #8 56 93 43 72 49 81 38 62 44 72 34 56 #9 63 105 49 81 55 91 42 70 49 81 38 63 #10 73 116 56 90 63 101 49 78 57 90 44 70 #11 88 128 68 99 76 111 59 85 68 99 53 76 NOTES: 1. LENGTHS SHOWN ARE FOR GRADE 60 UNCOATED BARS. 2. LENGTHS SHOWN ARE IN INCHES. 3. INCREASE LENGTHS 30% FOR LIGHT WEIGHT CONCRETE 4. TOP BARS: HORIZONTAL BARS WITH MORE THAN 12” OF FRESH CONCRETE CAST BELOW THEM. 5. THE QUANTITY ‘s’ IS DEFINED AS FOLLOWS: TOP OTHER s > 6"s < 6"s > 6"s < 6"s > 6"s < 6"s > 6"s < 6"s > 6"s < 6" BAR 3000 PSI CONC (f'c)4000 PSI CONC (f'c)5000 PSI CONC (f'c) SIZE TOP OTHER TOP OTHER s > 6"s < 6" TOP OTHER s > 6"s < 6"s > 6"s < 6"s > 6"s < 6"s > 6"s < 6"s > 6"s < 6" NOTES: 1.FOR ROUND OPENING USE CIRCUMSCRIBING RECTANGLE FOR REINFORCING APPLICATION 2.PROVIDE EXTRA BARS (NOT SHOWN) PARALLEL TO SIDES OF OPENINGS EQUAL TO AREAS OF INTERRUPTED SLAB BARS. EXTEND FULL LENGTH OF SPAN AND/OR LENGTH OF INTERRUPTED BARS AS APPLICABLE 1- #5 BAR CENTERED MIN DIMENSION PER PLAN 2- #5 BARS X 5 FT CENTERED DIAGONAL CORNER BARS, EA FACE, EA CORNER OF OPENING CUT TYPICAL WALL REINF INTERRUPTED BY OPENING AND END WITH STD HOOK, TYP d, OR EXTEND AS FAR AS POSSIBLE AND END WITH STD HOOK, TYP 1- #5 BAR CENTERED MIN 3" INTERSECTION CORNER TYP LAP DISTANCE CO V E R P E R ST A N D A R D NO T E S , T Y P STANDARD ACI 318 90° HOOK, TYP 0" TYP TYP 90° END HOOKTYP BAR BEND DIAMETER db D dh 12 d 2" MIN TYP 180° END HOOK 4d ORb b b d D dh #14 38 33 29 27 #18 50 43 39 35 BAR SIZE 3000 4000 5000 6000 #3 6 6 6 6 #4 8 7 6 6 #5 10 9 8 7 #6 12 10 9 9 #7 14 12 11 10 #8 16 14 12 11 #9 18 15 14 13 #10 20 17 16 14 #11 22 19 17 16 dh 212" MIN NORMAL WEIGHT CONCRETE, f'c, PSI FOR STANDARD END HOOKS ON REINFORCING BARS MINIMUM TENSION EMBEDMENT LENGTHS (IN.) 10 d FOR #14, #18 8 d FOR #9, #10, #11 6 d FOR #3 TO #8 D D=b b b D D D D d b 90° bd 6 d OR 4" MINb 135° 4 d FOR #3, #4, #5 6 d FOR #6, #7, #8 b b D= 12 d FOR #6, #7, #8 6 d FOR #3, #4, #5 b b BAR SIZE DEVELOPMENT AND LAP SPLICE LENGTH FOR MASONRY COVER 1-1/2 (IN) d (IN) 17 30 46 86 #3 #4 #5 #6 BAR CENTERED IN 6 IN CMU d (IN) #7 #8 2 (IN) d (IN) 17 30 46 86 16 21 32 54 8 IN CMU d (IN) 16 21 26 43 10 IN CMU d (IN) 16 21 26 40 12 IN CMU d (IN) 16 21 26 40 86 86 NP 60 46 46 86 86 NP 72 71 61 JAMB OR WALL END PLAN CORNER PLAN NOTES: 1.ALL WALLS TO BE SOLID GROUTED 2.PLACE VERT REBAR AT CENTER OF WALL, UNO OPEN END BLOCKS THROUGHOUT REINF PER SECTION, TYP BAR POSITIONER OR EQUAL AT 200x BAR DIA MAX FOR POSITIONING VERT REBAR PROVIDE CLEANOUT AT BOTTOM COURSE FOR GROUT POURS GREATER THAN 5'-0" STD HOOK AT WALL END, TYP LAP LA P (2) #5 BAR VERT AT CORNER LAP (2) #5 BAR VERT AT JAM (2) #5 BAR VERT AT CORNER INTERIOR WALL END PLAN Project Client Plot Date:30 September 2022 - 5:18 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\ST\C3D\sheets\12557341-GHD-0000-BRG-ST-D501.dwgPlotted By:Haytham Daas 0 Bar is one i n ch on o r ig i na l size sh ee t Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of prof essional service, is the property of GHD. This document m ay only be used by G HD’s c lient (and any other per s on who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. R EGISTER 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 NIACIVIL ST E P H A N I E G O U L D C86103No. TYPICAL STRUCTURAL DETAILS S-501 67AS NOTED S. GOULD S. GOULD E. FANSELAU B. CROWELL SEP 30, 2022 1 CONCRETE DEVELOPMENT LENGTHS AND LAP SPLICE LENGTHS SCALE: 1' = 1'-0"2 TYP REINFORCEMENT AT WALL & SLAB OPENINGS SCALE: 1' = 1'-0"3 TYP REINFORCEMENT AT INTERSECTIONS AND CORNERS SCALE: 1' = 1'-0" 4 REINFORCING BAR ENDS AND BAR HOOKS SCALE: 1' = 1'-0"5 STIRRUP AND TIE HOOKS SCALE: 1' = 1'-0"6 MASONRY DEVELOPMENT LENGTH AND LAP SPLICE SCALE: 1' = 1'-0" 7 TYP CMU WALL ENDS AND CORNERS SCALE: 1' = 1'-0" Page 163 of 390 2 - 2' - 0 " ( V E R I F Y W I T H B R I D G E M N F R ) 9" M I N . 1' - 6 " 2' - 0 " #5 @ 12" OC (ONE PIECE ALSO ACCEPTABLE) #5 @ 12" OC #5 @ 12" OC #5 @ 12" OC #5 @ 12" OC SCARIFY UPPER 8" OF IN-SITU SOILS AND RECOMPACT TO A MINIMUM OF 95% RELATIVE COMPACTION 1' - 0 " 1'-0" MIN. THICK 3/4" CRUSHED AGGREGATE. PLACE FILL ON MIRAFI 500X (OR EQUAL) FILTER FABRIC. DRAPE FABRIC AT THE BOTTOM OF THE EXCAVATION AND WRAP AROUND FILL AND OVERLAP BY 1'-0" MINIMUM. #5 @ 12", EACH FACE. EXTEND INTO ADJACENT WINGWALLS #8 @ 12", TOP AND BOTTOM TRAIL FG 2% 1'-0" 1'-6" (VERIFY WITH BRIDGE MNFR) 1'-6" 4'-0" OPTIONAL CONSTRUCTION JOINT #5 LONG. BARS (5 TOTAL) GEOCOMPOSITE DRAIN PER 4 - 1' - 0 " 6" 2% DAYLIGHT DRAIN PIPE DRAINAGE DETAIL A THIS SHEET Ld (2) 3/4" DIA. ASTM F1554, GRADE 105 GALVANIZED ANCHOR ROD W/ 2 NUTS AND 1/4"x1.5" SQ. WASHERS, TYP. EACH BRIDGE CONNECTION. SEE NOTE FOR EXPANSION AND FIXED BRIDGE ENDS. BASE PLATE AND SETTING PLATE PER BRIDGE MNFR. 1" GAP ABUTMENT BACKWALL 1' - 0 " 1' - 0 " ADD'L #4 HORIZ. BARS EACH SIDE OF ANCHORS (2) #6 HAIRPINS EACH SIDE OF ANCHORS 1 1/2" DIA. STD. PIPE OR SIMILAR. FILL W/ NON-SHRINK GROUT. AT THE CONTRACTOR'S OPTION, CAST-IN-PLACE ANCHOR ROADS IN CONCRETE MAY BE USED INSTEAD OF PIPE W/ NON-SHRINK GROUT. BRIDGE NOTES: 1.ONE END OF BRIDGE SHALL BE "FIXED BEARING". FIXED END SHALL HAVE (2) 7/8" HOLES FOR ANCHOR RODS. 2.ONE END OF BRIDGE SHALL BE "EXPANSION BEARING". EXPANSION END SHALL HAVE (2) 7/8" x 3" SLOTTED HOLES FOR ANCHOR RODS. 3.HOLE LOCATION TO BE DETERMINED BY BRIDGE MANUFACTURER. 4.AT EXPANSION BEARING, BACK-OUT NUT 1/2" TURN, TIGHT AGAINST SECOND NUT AND PEEN BOLT THREADS. 5.VERIFY ALL BRIDGE DIMENSIONS, AND BEARING CONFIGURATION WITH BRIDGE MANUFACTURER. CONCRETE DECK PER A S-101 SIKA EMSEAL JOINT FILLER OR EQUAL 4" M I N PLAN ELEVATION PE R P L A N SE E S- 2 0 1 & S- 2 0 2 PER PLAN SEE S-201 & S-202 #5 @ 12" d 1' - 0 " #5 BARS @ 12" OC, EA. FACE, EA. WAY EXTEND HORIZ. BARS FROM STEM WALL INTO WING WALL ABUTMENT REINFORCING PER 1 - 1' - 6 " 1' - 6 " BRIDGE CONNECTION PLATE PER MANUFACTURER A - C TRAILL BRIDGE 2%2% CAP AT END OF WINGWALL, TYP 2% EXTEND DRAIN PIPE TO DAYLIGHT 3" PERFORATED PVC DRAIN PIPE 3" SOLID PVC DRAIN PIPE TRAIL 5 - TEE CONNECTION 3" PERFORATED PVC PIPE, TYP. BOTH SIDES 3" SOLID PVC PIPE 3" MI N WRAP FILTER FABRIC AROUND TOP OF GEOCOMPOSITE DRAIN BACK OF ABUTMENT WALL 3" DIA. PERFORATED PVC DRAIN PIPE 1'-0" 1' - 0 " 3" CLASS 2 PERMEABLE MATERIAL WRAPPED IN CLASS A FILTER FABRIC Project Client Plot Date:30 September 2022 - 5:19 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\ST\C3D\sheets\12557341-GHD-0000-BRG-ST-D502.dwgPlotted By:Haytham Daas 0 Bar is one i n ch on o r ig i na l size sh ee t Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of prof essional service, is the property of GHD. This document m ay only be used by G HD’s c lient (and any other per s on who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D Size Status Code CITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. R EGISTER 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 NIACIVIL ST E P H A N I E G O U L D C86103No. 0 1 1/2'1/2'1' 0 1 1/2'1/2'1' 0 4'2'1' STRUCTURAL BRIDGE DETAILS - ADD ALTERNATIVE S-502 68AS NOTED S. GOULD S. GOULD E. FANSELAU B. CROWELL SEP 30, 2022 0 8'4'2' 0 2'1'1/2' 0 2'1'1/2' 1 TYP BRIDGE ABUTMENT SECTION SCALE: 1 1/2" = 1'-0" 2 BRIDGE CONNECTION DETAIL SCALE: 1 1/2" = 1'-0" 3 WINGWALL TYPICAL DETAIL SCALE: 1/2" = 1'-0" 4 ABUTMENT DRAINAGE DETAIL SCALE: 1/4" = 1'-0" 5 DRAINAGE ENLARGEMENT SCALE: 1" = 1'-0" A DRAINAGE SECTION SCALE: 1" = 1'-0" Page 164 of 390 DEMOLITION LIMITS PER SHEETS C-405 & C-406 DEMOLISH ADD'L 2' OF WALL REBUILD 2' OF WALL B - A - WALL ELEVATION - EXISTING WALL ELEVATION - REBUILD DE S I G N H E I G H T 2" CEMENT MORTAR CAP REPAIR DAMAGED AC PARKING LOT AND RESTORE TO ORIGINAL CONDITIONS AFTER FOOTING/WALL CONSTRUCTION 1' - 0 " NOTES: 1.MATCH EXISTING ADJACENT WALL HEIGHT AND DETERMINE DESIGN HEIGHT AS DEFINED IN THIS DETAIL. 2.REFER TO CALTRANS STANDARD PLAN B3-7B, TYPE 6A FOR REINFORCEMENT SIZE AND SPACING, FOOTING DIMENSIONS, AND CMU SIZE FOR THE DETERMINED DESIGN HEIGHT. AD J A C E N T ( E ) W A L L H E I G H T PER CALTRANS B3-7B LAP SPLICE 7 S-501 COAT EXPOSED REBAR AND MASONRY/CONCRETE FOOTING WITH SIKA ARMATEC (OR EQUAL) PRIOR TO CONSTRUCTING NEW WALL DRILL AND EPOXY HORIZONTAL REINFORCING 2'-0" Project Client Plot Date:30 September 2022 - 5:20 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\ST\C3D\sheets\12557341-GHD-0000-RWA-ST-D503.dwgPlotted By:Haytham Daas 0 Bar is one i n ch on o r ig i na l size sh ee t Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of prof essional service, is the property of GHD. This document m ay only be used by G HD’s c lient (and any other per s on who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D Size Status Code CITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. R EGISTER 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 NIACIVIL ST E P H A N I E G O U L D C86103No. CMU WALL DEMOLITION DETAILS S-503 69AS SHOWN S. GOULD S. GOULD E. FANSELAU B. CROWELL SEP 30, 2022 1 CMU WALL DEMOLITION DETAIL SCALE: 1" = 2'-0"A CMU WALL SECTION SCALE: 1" = 1'-0" B CMU CONNECTION SECTION SCALE: 1" = 1'-0"0 2'1'1/2' 0 4'2' Page 165 of 390 Project Client Plot Date:30 September 2022 - 5:21 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\EL\C3D\sheets\12557341-GHD-0000-LTG-EL-D001.dwgPlotted By:Haytham Daas 0 Bar is one i n ch on o r ig i na l size sh ee t Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of prof essional service, is the property of GHD. This document m ay only be used by G HD’s c lient (and any other per s on who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. ELECTRICAL SYMBOLS LEGEND, ABBREVIATIONS, AND GENERAL NOTES E-001 70NO SCALE A.YOUNG E.OSORNO H.DAAS C.RICHARDS SEP 30, 2022 ANNOTATION SWITCHING LIGHTING CONDUIT CONCRETE UNDERGROUND HAND HOLE (NUMBER DENOTES CHRISTY SIZE) TRANSFORMER EQUIPMENT N30 OR OR DENOTES HEIGHT IN INCHES AFF (INTERIOR) AFG (EXTERIOR) GENERAL ELECTRICAL NOTESELECTRICAL SYMBOLS LEGEND KEYNOTE RACEWAY, FEEDER OR CIRCUIT DESIGNATION (SEE SCHEDULE) LIGHTING FIXTURE TYPE DESIGNATION (SEE SCHEDULE) DETAIL INDICATOR SECTION INDICATOR MECHANICAL EQUIPMENT DESIGNATION (SEE SCHEDULE) DUPLEX RECEPTACLE, 20A 125V 2P 3W, GROUNDING TYPE, MOUNTING HEIGHT: +18" AFF UON SPECIAL PURPOSE RECEPTACLE AS DESIGNATED SEE 'SPECIAL SYMBOLS' ON EACH SHEET JUNCTION BOX, CODE SIZED UON POWER POLE: P=POWER, T=TELEPHONE, D=DATA, C=COMBINATION GROUND ROD GUY WIRE AND ANCHOR CONDUIT INSTALLED ABOVE GRADE CONDUIT INSTALLED UNDERGROUND OR UNDER SLAB CONDUIT STUB-OUT WITH CAP FLEXIBLE CONDUIT WHIP TO LIGHT FIXTURE OR EQUIPMENT OUTDOOR SITE LIGHT, POLE MOUNTED LUMINAIRE ARROW INDICATES AIMING DIRECTION, IF APPLICABLE ENHANCED LED SIGN CIRCUIT AND SWITCH DESIGNATION FOR LIGHTING FIXTURE CIRCUIT AND RELAY DESIGNATION FOR LIGHTING FIXTURES (SEE CORRESPONDING LIGHTING CONTROL PANEL RELAY SCHEDULE) PHOTO CONTROL SWITCH 1a DENOTES SWITCH DENOTES CIRCUIT DENOTES TYPE DENOTES WATTS 6R5 DENOTES RELAY DENOTES CIRCUIT POWER #10 CONDUIT HOME RUN TO DESIGNATED PANEL, TERMINAL, OR CONTROL CABINET EXAMPLES: NOTE FOR CONDUIT: THE TIC MARKS INDICATE THE QUANTITY OF #12 AWG WIRES OR, IF INDICATED, THE QUANTITY OF OTHER SIZE WIRE OR CABLES. SEE THE SINGLE LINE DIAGRAM FOR FEEDER SIZES. EXAMPLES:= (3) #12 = (2) #10 L1-4 INDICATES BRANCH PANEL INDICATES CIRCUIT BREAKER I.D. COMMA INDICATES MULTIPLE SINGLE POLE CIRCUITS L1-6,8 L1-10/12 SLASH INDICATES MULTI-POLE CIRCUIT = (1) TYPE F1 CABLE. SEE CABLE SCHEDULE. DETAIL NUMBER SHEET NUMBER ON WHICH DETAIL APPEARS SECTION LETTER SHEET NUMBER ON WHICH SECTION APPEARS OR OBJECT LINES NEW OBJECTS (HEAVY CONTINUOUS LINES, UNDERGROUND CONDUIT HEAVY DASHED LINES) EXISTING OBJECTS TO REMAIN. MAY INCLUDE NEW CIRCUITING ETC. (FINE CONTINUOUS LINES, UNDERGROUND CONDUIT FINE DASHED LINES) EXISTING OBJECTS TO BE DEMOLISHED (EXTRA FINE DASHED LINES, SCREENED) ABBREVIATIONS (D)DEMOLISH (E)EXISTING (F)FUTURE (N)NEW A AMPERES AC ALTERNATING CURRENT AF AMP FRAME AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AIC AMPS INTERRUPTING CAPACITY ATS AUTOMATIC TRANSFER SWITCH AWG AMERICAN WIRE GAUGE BAT BATTERY BFG BELOW FINISH GRADE C CONDUIT CB CIRCUIT BREAKER CO CONDUIT ONLY CPT CONTROL POWER TRANSFORMER CT CURRENT TRANSFORMER CU COPPER DC DIRECT CURRENT EGU ENGINE GENERATOR UNIT EM EMERGENCY EMT ELECTRICAL METALLIC TUBING ENT ELECTRICAL NON-METALLIC TUBING EP EXPLOSION PROOF FC FOOT CANDLE FU FUSE GND GROUND GFCI GROUND FAULT CIRCUIT INTERRUPTER GFI GROUND FAULT INTERRUPTER GFR GROUND FAULT RELAY HID HIGH INTENSITY DISCHARGE HOA "HAND-OFF-AUTO" SWITCH HP HORSEPOWER HPS HIGH PRESSURE SODIUM IG ISOLATED GROUND JB JUNCTION BOX KAIC KILO-AMPS INTERRUPTING CAPACITY KV KILOVOLT KVA KILOVOLT-AMP KW KILOWATT KWH KILOWATT-HOUR LV LOW VOLTAGE MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MCP MOTOR CIRCUIT PROTECTOR MFR MANUFACTURER MLO MAIN LUGS ONLY MV MEDIUM VOLTAGE NIC NOT IN CONTRACT NL NIGHT LIGHT NTS NOT TO SCALE OC ON CENTER PA PUBLIC ADDRESS PT POTENTIAL TRANSFORMER PVC POLYVINYL CHLORIDE PB PULL BOX, ELECTRICAL RECPT RECEPTACLE, OUTLET RGS RIGID GALVANIZED STEEL (CONDUIT) RVSS REDUCED VOLTAGE SOFT START RTU REMOTE TERMINAL UNIT TBD TO BE DETERMINED TVSS TRANS. VOLT. SURGE SUPPRESSOR UF UNDER FLOOR UG UNDERGROUND UON UNLESS OTHERWISE NOTED V VOLT VA VOLT-AMP VFD VARIABLE FREQUENCY DRIVE WP WEATHERPROOF WPI WEATHERPROOF IN USE XFMR TRANSFORMER 1. OR PC 1 J J J T A 180 WH 1 1 E-501 A E-301 10 F1 P J J +48" 1.ALL WORK SHALL CONFORM TO THE LATEST ADOPTED VERSION OF THE CALIFORNIA ELECTRICAL CODE (CEC), AND ALL RECOGNIZED CODES OF THE AUTHORITY HAVING JURISDICTION. 2.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL EQUIPMENT IN A SAFE AND RESPONSIBLE MANNER. KEEP DEAD FRONT EQUIPMENT IN PLACE WHILE EQUIPMENT IS ENERGIZED. CONDUCT ALL CONSTRUCTION OPERATIONS IN A SAFE MANNER FOR EMPLOYEES AS WELL AS OTHER WORK PERSONS OR ANYONE VISITING THE JOB SITE. PROVIDE BARRIERS, FLAGS, TAPE, ETC. AS REQUIRED TO MAINTAIN SAFETY. 3.PRIOR TO COMMENCING WORK ON EXISTING SYSTEMS OR WHERE EXISTING SYSTEMS REQUIRE TEMPORARY SHUT DOWNS, COORDINATE WITH OWNERS REPRESENTATIVE. WHERE DISCONNECTING, MODIFYING OR WORKING ON EXISTING EQUIPMENT OR SYSTEMS, PROVIDE A WRITTEN METHOD OF PROCEDURE OUTLINING DATES, TIMES, DURATION AND DESCRIPTION OF PROPOSED WORK FOR APPROVAL PRIOR TO COMMENCING WORK . WORK ON EXISTING EQUIPMENT SHALL NOT COMMENCE UNTIL WRITTEN AUTHORIZATION IS GIVEN BY THE OWNERS REPRESENTATIVE. 4.ALL EQUIPMENT SHALL BE LISTED AND LABELED PER RECOGNIZED ELECTRICAL TESTING LABORATORY AND INSTALLED PER THE LISTING REQUIREMENTS AND THE MANUFACTURERS INSTRUCTIONS. 5.ALL EQUIPMENT SHALL BE GROUNDED PER THE REQUIREMENTS OF CEC ARTICLE 250. EQUIPMENT GROUNDING CONDUCTORS SHALL BE INSTALLED IN ALL POWER SYSTEM RACEWAYS. 6.CONTRACTOR RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS PRIOR TO CONSTRUCTION. DRAWINGS INDICATE THE REQUIRED EQUIPMENT, DEVICES, FIXTURES, ETC. AND THEIR RELATED CIRCUITING REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE DEVICE LOCATIONS WITH ALL DISCIPLINES. 7.UNLESS SPECIFICALLY INDICATED OTHERWISE, ALL EQUIPMENT INDICATED SHALL BE CONSIDERED NEW AND PROVIDED BY THE CONTRACTOR COMPLETE, INSTALLED, TESTED AND FUNCTIONING. 8.MAINTAIN AS BUILT CONDITIONS OF THE INSTALLATION DURING CONSTRUCTION AND SUBMIT THE FINAL CONSTRUCTED CONDITIONS TO THE OWNER/ARCHITECT FOR THEIR RECORDS. Page 166 of 390 GM 432+00 433+00 432+00 433+00 T Project Client Plot Date:30 September 2022 - 5:22 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\EL\C3D\sheets\12557341-GHD-0000-LTG-EL-D101.dwgPlotted By:Haytham Daas 0 Bar is one i n ch on o r ig i na l size sh ee t Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of prof essional service, is the property of GHD. This document m ay only be used by G HD’s c lient (and any other per s on who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. AIRPORT RD INTERSECTION LIGHTING PLAN 0 10'5' TRAIL LIGHTING PLAN 1 E-101 711" = 5' A.YOUNG E.OSORNO H.DAAS C.RICHARDS SEP 30, 2022 N SHEET GENERAL NOTES 1.COORDINATE PROVISIONS AND REQUIREMENTS FOR 100A POWER SERVICE WITH UKIAH ELECTRIC. POWER SOURCE FOR SERVICE TBD BY UKIAH ELECTRIC. 2.REFER TO LIGHTING FIXTURE SCHEDULE ON SHEET E-601. SHEET KEYNOTES 1.PROVIDE SERVICE PEDESTAL COMPLETE WITH MAIN SERVICE BREAKER, BRANCH CIRCUIT BREAKERS, TIMECLOCK, AND CONCRETE BASE. SEE DETAIL 5 ON SHEET E-501. 2.PROVIDE PULLBOX, CHRISTY B1017 WITH BASE AND COVER OR EQUAL. SEE DETAIL 3 ON SHEET E-501. 3.PROVIDE LIGHT FIXTURE COMPLETE WITH POLE, CONCRETE POLE BASE, AND MOUNTING ACCESSORIES AS REQUIRED. SEE DETAIL 1 ON SHEET E-502. 4.PROVIDE 3" CONDUIT IN TRENCH WITH PULLSTRING. POWER SOURCE FOR (N) SERVICE TO BE DETERMINED BY UKIAH ELECTRIC. 5.PROVIDE LIGHTING POWER CIRCUIT CONSISTING OF (2) #10AWG, #10 GND IN 2" CONDUIT. 6.PROVIDE CONDUIT IN TRENCH. SEE DETAIL 1 ON SHEET E-501. 7.PROVIDE UTILITY PULLBOX, B2234 WITH BASE AND COVER OR EQUAL. SEE DETAIL 3 ON SHEET E-501. 5 6 PEDESTAL-A UTILITY PULLBOX PEDESTAL PULLBOX AI R P O R T P A R K B L V D AI R P O R T R D 1 7 2 (E) UTILITY TRANSFORMER ACTUAL POWER SOURCE TBD BY UKIAH ELECTRIC A 56 FIXTURE PULLBOX2 4 6 65 RAILROAD TRACKS "T"-LINE 4 6 4 6 3 SIGN PER CIVIL PLANS COORDINATE INSTALLATION OF PULL BOX AND POLE FIXTURE AROUND SIGN Page 167 of 390 R R 585 586 586 456+0 0 457+00 456+0 0 457+00 P Project Client Plot Date:30 September 2022 - 5:24 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\EL\C3D\sheets\12557341-GHD-0000-LTG-EL-D102.dwgPlotted By:Haytham Daas 0 Bar is one i n ch on o r ig i na l size sh ee t Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of prof essional service, is the property of GHD. This document m ay only be used by G HD’s c lient (and any other per s on who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. 0 10'5' TRAIL LIGHTING PLAN 2 E-102 721" = 5' A.YOUNG E.OSORNO H.DAAS C.RICHARDS SEP 30, 2022 NORGARD LN INTERSECTION LIGHTING PLAN N SHEET KEYNOTES 1.PROVIDE SERVICE PEDESTAL COMPLETE WITH MAIN SERVICE BREAKER, BRANCH CIRCUIT BREAKERS, TIMECLOCK, AND CONCRETE BASE. SEE DETAIL 5 ON SHEET E-501. 2.PROVIDE PULLBOX, CHRISTY B1017 WITH BASE AND COVER OR EQUAL. SEE DETAIL 3 ON SHEET E-501. 3.PROVIDE LIGHT FIXTURE COMPLETE WITH 20' POLE, CONCRETE POLE BASE, AND MOUNTING ACCESSORIES AS REQUIRED. SEE DETAIL 1 ON SHEET E-502 FOR CONCRETE POLE FOUNDATION. PROVIDE ENHANCED TRAIL SIGN ON LIGHT FIXTURE POLE. SEE DETAIL 2 ON SHEET E-502 FOR SIGN DETAILS. 4.PROVIDE 3" CONDUIT WITH PULSTRING IN TRENCH. 5.PROVIDE LIGHTING POWER CIRCUIT CONSISTING OF (2) #10AWG, #10 GND IN 2" CONDUIT. 6.PROVIDE CONDUIT IN TRENCH. SEE DETAIL 1 ON SHEET E-501. 7.PROVIDE UTILITY PULLBOX, B2234 WITH BASE AND COVER OR EQUAL. SEE DETAIL 3 ON SHEET E-501. 8.PROVIDE ENHANCED TRAL SIGN FIELD WIRING POWER CIRCUIT CONSISTING OF (2) #10 AWG, #10 GND IN 2" CONDUIT. 9.PROVIDE TYPE 15 FBS STANDARD POLE, BASE AND ENHANCED TRAIL SIGN PER DETAIL 2 ON SHEET E-502. 10.PROVIDE ENHANCED SIGN POWER CONTROL UNIT FOR FULL TIME OPERATION IN NEMA 3R CABINET ON POLE ABOVE SIGN. 11.PROVIDE LED BORDER ENHANCED W11-15 TRAIL SIGN WITH W16-7P DOWN ARROW PLAQUE PER DETAIL 2 ON SHEET E-502. PEDESTAL-B1 (E) UTILITY POWER POLE UTILITY PULLBOX7 PEDESTAL PULLBOX2 3 NO R G A R D L N SHEET GENERAL NOTES 1.COORDINATE PROVISIONS AND REQUIREMENTS FOR 100A POWER SERVICE WITH PG&E. POWER SOURCE FOR SERVICE TBD BY PG&E. 2.REFER TO LIGHTING FIXTURE SCHEDULE ON SHEET E-601. 4 6 FIXTURE PULLBOX 2 86 "T"-LINE RAILROAD TRACKS 2 5 86 6 8 865 4 6 A1 56 5 10 11 865 9 10 11 S B H W Y 1 0 1 Page 168 of 390 AT T & T OP T I C A L AT T & T OP T I C A L 478+00478+00 P Project Client Plot Date:30 September 2022 - 5:25 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\EL\C3D\sheets\12557341-GHD-0000-LTG-EL-D103.dwgPlotted By:Haytham Daas 0 Bar is one i n ch on o r ig i na l size sh ee t Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of prof essional service, is the property of GHD. This document m ay only be used by G HD’s c lient (and any other per s on who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. 0 10'5' TRAIL LIGHTING PLAN 3 ADD ALTERNATIVE E-103 731" = 5' A.YOUNG E.OSORNO H.DAAS C.RICHARDS SEP 30, 2022 PLANT RD LIGHTING PLAN N SHEET KEYNOTES 1.PROVIDE SERVICE PEDESTAL COMPLETE WITH MAIN SERVICE BREAKER, BRANCH CIRCUIT BREAKERS, TIMECLOCK, AND CONCRETE BASE. SEE DETAIL 5 ON SHEET E-501. 2.PROVIDE PULLBOX, CHRISTY B1017 WITH BASE AND COVER OR EQUAL. SEE DETAIL 3 ON SHEET E-501. 3.PROVIDE LIGHT FIXTURE COMPLETE WITH POLE, CONCRETE POLE BASE, AND MOUNTING ACCESSORIES AS REQUIRED. SEE DETAIL 1 ON SHEET E-502. 4.PROVIDE 3" CONDUIT IN TRENCH WITH PULLSTRING. POWER SOURCE FOR (N) SERVICE TO BE DETERMINED BY UTILITY COMPANY. 5.PROVIDE LIGHTING POWER CIRCUIT CONSISTING OF (2) #10AWG, #10 GND IN 2" CONDUIT. 6.PROVIDE CONDUIT IN TRENCH. SEE DETAIL 1 ON SHEET E-501. 7.PROVIDE UTILITY PULLBOX, B2234 WITH BASE AND COVER OR EQUAL. SEE DETAIL 3 ON E-501. (E) UTILITY POWER POLE PEDESTAL-C1 UTILITY PULLBOX 7 4 65 PEDESTAL PULLBOX2 3 A 56 SHEET GENERAL NOTES 1.COORDINATE PROVISIONS AND REQUIREMENTS FOR 100A POWER SERVICE WITH PG&E. POWER SOURCE FOR SERVICE TBD BY PG&E. 2.REFER TO LIGHTING FIXTURE SCHEDULE ON SHEET E-601. FIXTURE PULLBOX 2 6 PL A N T R D RAILROAD TRACKS "T"-LINE 64 4 6 64 SIGN PER CIVIL PLANS COORDINATE INSTALLATION OF PULL BOX AND POLE FIXTURE AROUND SIGN Page 169 of 390 Project Client Plot Date:30 September 2022 - 5:26 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\EL\C3D\sheets\12557341-GHD-0000-DIA-EL-D501.dwgPlotted By:Haytham Daas 0 Bar is one i n ch on o r ig i na l size sh ee t Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of prof essional service, is the property of GHD. This document m ay only be used by G HD’s c lient (and any other per s on who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. ELECTRICAL DETAILS 1 E-501 74NO SCALE A.YOUNG E.OSORNO H.DAAS C.RICHARDS SEP 30, 2022 3 INCH TYPE 1 CONDUIT ELBOW* AS NECESSARY TO ACCOMMODATE TRENCH DEPTH FINISH GRADE COUPLING 6-INCH MIN COUPLING 3 INCH TYPE 1 CONDUIT 3 INCH TYPE 3 CONDUIT NOTE: 1. MAINTAIN A MINIMUM VERTICAL SEPARATION OF 12" WHEN CROSSING UTILITIES. ROUTE CONDUIT EITHER ABOVE OR BELOW OTHER UTILITIES AS NECESSARY TO ACHIEVE THIS SEPARATION WHILE MAINTAINING THE MINIMUM BACKFILL COVERAGE. ROCK FREE NATIVE BACKFILL, 90% COMPACTION #4 MINIMUM SAND ALL AROUND REPATCH TO MATCH EXISTING CONDITIONS 24 " M I N . C O V E R 3" M I N AS REQUIRED 15 " FOIL BACK WARNING TAPE 1 TYPICAL ELECTRICAL TRENCH NO SCALE 2 TYPICAL CONDUIT STUB-UP NO SCALE BREAKAWAY FUSE HOLDER IN LIGHT POLE #12 AWG TYPICAL PULL BOX TO SERVICE PEDESTAL LIGHT FIXTURE 4 STREET LIGHT WIRING DIAGRAM NO SCALE UTILITY METER, PROVIDED BY UTILITY. MAIN CIRCUIT BREAKERBRANCH CIRCUIT BREAKERS (MINIMUM 10 TOTAL) INTERMATIC DIGITAL ET 107 OR EQUAL LIGHTING CONTACTOR CONVENIENCE RECEPTACLE CONCRETE BASE. SEE METERING PEDESTAL FOUNDATION FINISH GRADE UTILITY ENTRANCE SPACE SEISMIC ANCHORS PER PEDESTAL MANUFACTURER 2-INCH TYPE 3 TO STREET LIGHT PULLBOX3-INCH TYPE 1 CONDUIT TO UTILITY PULL BOX 1' - 6 " #4@8" CLOSED TIES (3)#4 TOP & BOTTOM SERVICE PEDESTAL. SEE MANUFACTURER DETAILS FOR ANCHORAGE FINISH GRADE 2" C L R 3" CLR 1"1/4" CHAMFER PANEL MOUNTED SURGE PROTECTION DEVICE (SPD) NOTE: 1. EXTERIOR DOOR NOT SHOWN FOR CLARITY. 5 METERING PEDESTAL ELEVATION NO SCALE 6 METERING PEDESTAL FOUNDATION - SIDEVIEW NO SCALE 6"6" MINIMUM ELBOW RADIUS REQUIREMENTS RUNS GREATER THAN 101 FEET TABLE "A" - RGS 7 1/4-INCH1 1/4-INCH 5-INCH 6-INCH 2 1/2-INCH 3-INCH 1 1/2-INCH 2-INCH 24-INCH 30-INCH 10 1/2-INCH 9 1/2-INCH 8 1/4-INCH 13-INCH 16-INCH 1/2-INCH 1-INCH 3/4-INCH CONDUIT SIZE 5 3/4-INCH 4 1/2-INCH RUNS 0-100 FEET 4-INCH - - 11 7/16-INCH 18 1/4-INCH 13 3/4-INCH 4-INCH 4 1/2-INCH 4-INCH BOX EXTENSIONS AS REQUIRED 4" DRAIN ROCK BED (3/4" DIA. MAX.) EXTEND 6" TO SIDES TYPICAL TYPE 3 CONDUIT PER PLAN TRAFFIC RATED PER CALTRANS ES-8B, CHRISTY B1017 OR EQUAL, CONCRETE PULL BOX SIZE PER PLANS WITH LID SET THE PULL BOX TRUE AND LEVEL WITH THE FINAL GRADE SEAL AROUND CONDUIT WITH GROUT (TYP.) 1" DRAIN HOLE CONDUIT BELL END (TYP.) CONDUIT TURNED UP AT 45° ANGLE 3 TYPICAL PULL BOX NO SCALE 6" RADIUS PER TABLE A TIE GROUND ROD TO STEEL POLE AND REBAR IN CONCRETE BASE WITH #16 AWG BARE CU WIRE. 3/4 " x 10' COPPER GROUND ROD 4" MIN 4" MIN 4" M I N 6" 7 1/4-INCH 9 1/2-INCH 8 1/4-INCH 5 3/4-INCH 2" TYPE 3 TO TYPE 15 STANDARD AND STREET LIGHT PULLBOX Page 170 of 390 Project Client Plot Date:30 September 2022 - 5:27 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\EL\C3D\sheets\12557341-GHD-0000-DIA-EL-D502.dwgPlotted By:Haytham Daas 0 Bar is one i n ch on o r ig i na l size sh ee t Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of prof essional service, is the property of GHD. This document m ay only be used by G HD’s c lient (and any other per s on who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. 1 CITY OF UKIAH STANDARD DETAIL NO SCALE ELECTRICAL DETAILS 2 E-502 75NO SCALE A.YOUNG E.OSORNO H.DAAS C.RICHARDS SEP 30, 2022 2 MODIFIED CALTRANS STANDARD DETAIL ES-7J (LED BORDER ENHANCED TRAIL SIGN) NO SCALE ENHANCED W11-15 TRAIL SIGN WITH LED BORDER *REFER TO CALTRANS STANDARD PLANS FOR ADDITIONAL DETAILS. NOT USED W16-7P DOWN ARROW PROVIDE 20' POLE AT NORGARD INTERSECTION NOT USED 7' - 0 " M I N LED POWER CONTROL IN NEMA 3R ENCLOSURE Page 171 of 390 Project Client Plot Date:30 September 2022 - 5:28 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\EL\C3D\sheets\12557341-GHD-0000-SCH-EL-D601.dwgPlotted By:Haytham Daas 0 Bar is one i n ch on o r ig i na l size sh ee t Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of prof essional service, is the property of GHD. This document m ay only be used by G HD’s c lient (and any other per s on who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. ELECTRICAL SINGLE LINE DIAGRAM AND SCHEDULES E-601 76NO SCALE A.YOUNG E.OSORNO H.DAAS C.RICHARDS SEP 30, 2022 240/120V SINGLE PHASE, 3W UTILITY POWER SERVICE M 100A 2P N GND PEDESTAL-100A, 240/120V 1PH 3W, NEMA 3R ENCLOSURE 20A 1P 20A 1P 20A 1P SP A R E 20A 1P SP A R E METER BY UTILITY COMPANY 1 TYPICAL METERING PEDESTAL 2 SCHEDULES SHEET KEYNOTES 1.PROVIDE METER TYPE SERVICE PEDESTAL COMPLETE WITH 100A/2P MAIN CIRCUIT BREAKER AND 20A/1P BRANCH CIRCUIT BREAKERS. SEE PLANS FOR LOCATION AND DETAIL 5 ON SHEET E-501. 2.PROVIDE PULLBOX AS SHOWN ON PLANS. 3.PROVIDE 3" CONDUIT WITH PULLSTRING. CONDUCTORS PROVIDED BY UTILITY COMPANY. 4.PROVIDE CONDUIT AND LIGHTING CIRCUIT AS SHOWN ON PLANS. 5.PROVIDE ASTRONOMICAL TIME CLOCK IN PEDESTAL. ROUTE LIGHTING CIRCUIT VIA TIME CLOCK RELAY. 6.PROVIDE 3/4" X 10' GROUND ROD. 1 2 3 2 3 LIGHT FIXTURE PULLBOX PEDESTAL PULLBOX UTILITY PULLBOX2 TC 5 LIGHT FIXTURE. SEE PLANS 4 6 # 4 AWG CU ENHANCED LED SIGN. (TYP) AT NORGARD ONLY 2 ADDITIONAL PULL BOX AT NORGARD ONLY 4 4 4 4 Page 172 of 390 ALIGNMENT "T" STA 400+50 600 605 610 615 600 605 610 615 0 5 10 15 20 250-5-10-15-20 ALIGNMENT "T" STA 401+00 600 605 610 615 600 605 610 615 0 5 10 15 200-5-10-15-20-25 ALIGNMENT "T" STA 401+50 600 605 610 615 600 605 610 615 0 5 10 15 200-5-10-15-20-25 ALIGNMENT "T" STA 402+00 600 605 610 615 600 605 610 615 0 5 10 15 200-5-10-15-20-25 ALIGNMENT "T" STA 402+50 600 605 610 615 600 605 610 615 0 5 10 15 200-5-10-15-20-25 ALIGNMENT "T" STA 403+00 600 605 610 615 600 605 610 615 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 6 0 4 . 6 9 SH L D R OF F = - 7 . 0 0 EL = 6 0 4 . 5 9 CATCH OFF=-7.09 EL=604.54 SH L D R OF F = 7 . 0 0 EL = 6 0 4 . 8 0 CATCH OFF=7.30 EL=604.95 ALIGNMENT "T" STA 403+50 600 605 610 615 600 605 610 615 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 6 0 4 . 6 1 SH L D R OF F = - 7 . 0 0 EL = 6 0 4 . 5 0 CATCH OFF=-7.08 EL=604.46 SH L D R OF F = 7 . 0 0 EL = 6 0 4 . 7 1 CATCH OFF=7.46 EL=604.95 ALIGNMENT "T" STA 404+00 600 605 610 615 600 605 610 615 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 6 0 4 . 5 3 SH L D R OF F = - 7 . 0 0 EL = 6 0 4 . 4 2 CATCH OFF=-7.22 EL=604.31 SH L D R OF F = 7 . 0 0 EL = 6 0 4 . 6 3 CATCH OFF=7.63 EL=604.95 CL T R A I L EL = 6 0 4 . 7 7 SH L D R OF F = - 7 . 0 0 EL = 6 0 4 . 6 7 CATCH OFF=-7.63 EL=604.35 SH L D R OF F = 7 . 0 0 EL = 6 0 4 . 8 8 CATCH OFF=7.15 EL=604.95 CL T R A I L EL = 6 0 5 . 2 5 SH L D R OF F = - 7 . 0 0 EL = 6 0 5 . 1 5 CATCH OFF=-8.08 EL=605.69 SH L D R OF F = 7 . 0 0 EL = 6 0 5 . 3 6 CATCH OFF=7.36 EL=605.18 CL T R A I L EL = 6 0 5 . 0 5 SH L D R OF F = - 7 . 0 0 EL = 6 0 4 . 9 5 CATCH OFF=-8.29 EL=604.31 SH L D R OF F = 7 . 0 0 EL = 6 0 5 . 1 6 CATCH OFF=7.46 EL=604.93 CL T R A I L EL = 6 0 4 . 9 3 SH L D R OF F = - 7 . 0 0 EL = 6 0 4 . 8 3 CATCH OFF=-7.24 EL=604.71 SH L D R OF F = 7 . 0 0 EL = 6 0 5 . 0 4 CATCH OFF=7.11 EL=604.98 CL T R A I L EL = 6 0 4 . 8 5 SH L D R OF F = - 7 . 0 0 EL = 6 0 4 . 7 5 CATCH OFF=-7.35 EL=604.57 SH L D R OF F = 7 . 0 0 EL = 6 0 4 . 9 6 CATCH OFF=7.02 EL=604.97 R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% Project Client Plot Date:21 December 2022 - 6:35 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U OG FG LEGEND CROSS SECTIONS STA 400+50 TO STA 404+00 C-801 771" = 5' C. PHELPS C. PHELPS E. FANSELAU E. FANSELAU SEP 30, 2022 Page 173 of 390 ALIGNMENT "T" STA 404+50 600 605 610 615 600 605 610 615 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 6 0 4 . 4 4 SH L D R OF F = - 7 . 0 0 EL = 6 0 4 . 3 3 CATCH OFF=-7.57 EL=604.05 SH L D R OF F = 7 . 0 0 EL = 6 0 4 . 5 4 CATCH OFF=7.98 EL=605.03 ALIGNMENT "T" STA 405+00 600 605 610 615 600 605 610 615 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 6 0 4 . 3 1 SH L D R OF F = - 7 . 0 0 EL = 6 0 4 . 2 1 CATCH OFF=-7.72 EL=603.85 SH L D R OF F = 7 . 0 0 EL = 6 0 4 . 4 2 CATCH OFF=8.17 EL=605.00 ALIGNMENT "T" STA 405+50 600 605 610 615 600 605 610 615 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 6 0 4 . 1 9 SH L D R OF F = - 7 . 0 0 EL = 6 0 4 . 0 8 CATCH OFF=-8.21 EL=603.48 SH L D R OF F = 7 . 0 0 EL = 6 0 4 . 2 9 CATCH OFF=7.69 EL=604.64 ALIGNMENT "T" STA 406+00 595 600 605 610 595 600 605 610 0 5 10 15 200-5-10-15-20-25-30 CL T R A I L EL = 6 0 4 . 0 6 SH L D R OF F = 7 . 0 0 EL = 6 0 4 . 1 7 CATCH OFF=9.78 EL=605.56 ALIGNMENT "T" STA 406+50 600 605 610 615 600 605 610 615 0 5 10 15 200-5-10-15-20-25-30 CL T R A I L EL = 6 0 4 . 1 0 SH L D R OF F = - 7 . 0 0 EL = 6 0 4 . 0 0 SH L D R OF F = 7 . 0 0 EL = 6 0 4 . 2 1 CATCH OFF=9.36 EL=605.38 ALIGNMENT "T" STA 407+00 600 605 610 615 600 605 610 615 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 6 0 4 . 1 9 SH L D R OF F = - 7 . 0 0 EL = 6 0 4 . 0 8 CATCH OFF=-9.12 EL=603.02 SH L D R OF F = 7 . 0 0 EL = 6 0 4 . 2 9 CATCH OFF=8.79 EL=605.19 ALIGNMENT "T" STA 407+50 600 605 610 615 600 605 610 615 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 6 0 4 . 2 7 SH L D R OF F = - 7 . 0 0 EL = 6 0 4 . 1 7 CATCH OFF=-9.59 EL=602.87 SH L D R OF F = 7 . 0 0 EL = 6 0 4 . 3 8 CATCH OFF=8.68 EL=605.22 ALIGNMENT "T" STA 408+00 600 605 610 615 600 605 610 615 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 6 0 4 . 3 6 SH L D R OF F = - 7 . 0 0 EL = 6 0 4 . 2 5 CATCH OFF=-9.23 EL=603.14 SH L D R OF F = 7 . 0 0 EL = 6 0 4 . 4 6 CATCH OFF=8.63 EL=605.28 R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% Project Client Plot Date:21 December 2022 - 6:35 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U OG FG LEGEND CROSS SECTIONS STA 404+50 TO STA 408+00 C-802 781" = 5' C. PHELPS C. PHELPS E. FANSELAU E. FANSELAU SEP 30, 2022 Page 174 of 390 ALIGNMENT "T" STA 408+50 598 600 605 610 598 600 605 610 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 6 0 4 . 4 4 SH L D R OF F = - 7 . 0 0 EL = 6 0 4 . 3 4 CATCH OFF=-9.98 EL=602.85 SH L D R OF F = 7 . 0 0 EL = 6 0 4 . 5 5 CATCH OFF=7.32 EL=604.71 ALIGNMENT "T" STA 409+00 598 600 605 610 598 600 605 610 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 6 0 4 . 5 3 SH L D R OF F = - 7 . 0 0 EL = 6 0 4 . 4 3 CATCH OFF=-9.26 EL=603.30 SH L D R OF F = 7 . 0 0 EL = 6 0 4 . 6 4 CATCH OFF=7.22 EL=604.53 ALIGNMENT "T" STA 409+50 600 605 610 615 600 605 610 615 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 6 0 4 . 6 2 SH L D R OF F = - 7 . 0 0 EL = 6 0 4 . 5 1 CATCH OFF=-8.61 EL=603.71 SH L D R OF F = 7 . 0 0 EL = 6 0 4 . 7 2 CATCH OFF=7.61 EL=604.42 ALIGNMENT "T" STA 410+00 600 605 610 615 600 605 610 615 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 6 0 4 . 7 0 SH L D R OF F = - 7 . 0 0 EL = 6 0 4 . 6 0 CATCH OFF=-7.85 EL=604.17 SH L D R OF F = 7 . 0 0 EL = 6 0 4 . 8 1 CATCH OFF=7.85 EL=604.38 ALIGNMENT "T" STA 410+50 600 605 610 615 600 605 610 615 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 6 0 4 . 7 9 SH L D R OF F = - 7 . 0 0 EL = 6 0 4 . 6 8 CATCH OFF=-7.09 EL=604.64 SH L D R OF F = 7 . 0 0 EL = 6 0 4 . 8 9 CATCH OFF=7.37 EL=604.71 ALIGNMENT "T" STA 411+00 600 605 610 615 600 605 610 615 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 6 0 4 . 8 7 SH L D R OF F = - 7 . 0 0 EL = 6 0 4 . 7 7 CATCH OFF=-7.36 EL=604.59 SH L D R OF F = 7 . 0 0 EL = 6 0 4 . 9 8 CATCH OFF=7.88 EL=605.42 ALIGNMENT "T" STA 411+50 600 605 610 615 600 605 610 615 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 6 0 4 . 9 6 SH L D R OF F = - 7 . 0 0 EL = 6 0 4 . 8 5 CATCH OFF=-7.45 EL=604.63 SH L D R OF F = 7 . 0 0 EL = 6 0 5 . 0 6 CATCH OFF=7.17 EL=605.15 ALIGNMENT "T" STA 412+00 600 605 610 615 600 605 610 615 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 6 0 5 . 0 5 SH L D R OF F = - 7 . 0 0 EL = 6 0 4 . 9 4 CATCH OFF=-7.42 EL=604.73 SH L D R OF F = 7 . 0 0 EL = 6 0 5 . 1 5 CATCH OFF=7.65 EL=604.82 R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% Project Client Plot Date:21 December 2022 - 6:36 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U OG FG LEGEND CROSS SECTIONS STA 408+50 TO STA 412+00 C-803 791" = 5' C. PHELPS C. PHELPS E. FANSELAU E. FANSELAU SEP 30, 2022 Page 175 of 390 ALIGNMENT "T" STA 412+50 600 605 610 615 600 605 610 615 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 6 0 5 . 1 3 SH L D R OF F = - 7 . 0 0 EL = 6 0 5 . 0 3 CATCH OFF=-7.01 EL=605.02 SH L D R OF F = 7 . 0 0 EL = 6 0 5 . 2 4 CATCH OFF=8.12 EL=604.68 ALIGNMENT "T" STA 413+00 600 605 610 615 600 605 610 615 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 6 0 5 . 2 2 SH L D R OF F = - 7 . 0 0 EL = 6 0 5 . 1 1 CATCH OFF=-7.01 EL=605.10 SH L D R OF F = 7 . 0 0 EL = 6 0 5 . 3 2 CATCH OFF=7.08 EL=605.28 ALIGNMENT "T" STA 413+50 600 605 610 615 600 605 610 615 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 6 0 5 . 0 8 SH L D R OF F = - 7 . 0 0 EL = 6 0 4 . 9 7 CATCH OFF=-7.17 EL=604.89 SH L D R OF F = 7 . 0 0 EL = 6 0 5 . 1 8 CATCH OFF=7.68 EL=604.84 ALIGNMENT "T" STA 414+00 600 605 610 615 600 605 610 615 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 6 0 4 . 8 3 SH L D R OF F = - 7 . 0 0 EL = 6 0 4 . 7 3 CATCH OFF=-7.46 EL=604.50 SH L D R OF F = 7 . 0 0 EL = 6 0 4 . 9 4 CATCH OFF=7.23 EL=604.82 ALIGNMENT "T" STA 414+50 600 605 610 615 600 605 610 615 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 6 0 4 . 5 9 SH L D R OF F = - 7 . 0 0 EL = 6 0 4 . 4 8 CATCH OFF=-7.49 EL=604.24 SH L D R OF F = 7 . 0 0 EL = 6 0 4 . 6 9 CATCH OFF=7.65 EL=604.37 ALIGNMENT "T" STA 415+00 600 605 610 615 600 605 610 615 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 6 0 4 . 3 5 SH L D R OF F = - 7 . 0 0 EL = 6 0 4 . 2 4 CATCH OFF=-7.53 EL=603.97 SH L D R OF F = 7 . 0 0 EL = 6 0 4 . 4 5 CATCH OFF=7.33 EL=604.29 ALIGNMENT "T" STA 415+50 600 605 610 615 600 605 610 615 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 6 0 4 . 1 7 SH L D R OF F = - 7 . 0 0 EL = 6 0 4 . 0 7 CATCH OFF=-7.42 EL=603.86 SH L D R OF F = 7 . 0 0 EL = 6 0 4 . 2 8 CATCH OFF=8.00 EL=603.78 ALIGNMENT "T" STA 416+00 600 605 610 615 600 605 610 615 0 5 10 15 200-5-10-15-20-25-30-35-40 CL T R A I L EL = 6 0 4 . 0 0 SH L D R OF F = 7 . 0 0 EL = 6 0 4 . 1 0 R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% Project Client Plot Date:21 December 2022 - 6:36 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U OG FG LEGEND CROSS SECTIONS STA 412+50 TO STA 416+00 C-804 801" = 5' C. PHELPS C. PHELPS E. FANSELAU E. FANSELAU SEP 30, 2022 Page 176 of 390 ALIGNMENT "T" STA 416+50 600 605 610 615 600 605 610 615 0 5 10 15 200-5-10-15-20-25-30-35-40 CL T R A I L EL = 6 0 3 . 8 2 SH L D R OF F = - 7 . 0 0 EL = 6 0 3 . 7 2 SH L D R OF F = 7 . 0 0 EL = 6 0 3 . 9 3 CATCH OFF=7.04 EL=603.94 ALIGNMENT "T" STA 417+00 600 605 610 615 600 605 610 615 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 6 0 3 . 6 5 SH L D R OF F = - 7 . 0 0 EL = 6 0 3 . 5 4 CATCH OFF=-7.02 EL=603.53 SH L D R OF F = 7 . 0 0 EL = 6 0 3 . 7 5 CATCH OFF=7.07 EL=603.79 ALIGNMENT "T" STA 417+50 600 605 610 615 600 605 610 615 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 6 0 3 . 8 1 SH L D R OF F = - 7 . 0 0 EL = 6 0 3 . 7 1 CATCH OFF=-7.29 EL=603.56 SH L D R OF F = 7 . 0 0 EL = 6 0 3 . 9 2 CATCH OFF=7.17 EL=604.01 ALIGNMENT "T" STA 418+00 600 605 610 615 600 605 610 615 0 5 10 15 20 250-5-10-15-20 CL T R A I L EL = 6 0 4 . 0 5 SH L D R OF F = - 7 . 0 0 EL = 6 0 3 . 9 4 CATCH OFF=-7.22 EL=603.83 SH L D R OF F = 7 . 0 0 EL = 6 0 4 . 1 5 CATCH OFF=7.21 EL=604.04 ALIGNMENT "T" STA 418+50 600 605 610 615 600 605 610 615 0 5 10 15 20 250-5-10-15-20 CL T R A I L EL = 6 0 4 . 2 8 SH L D R OF F = - 7 . 0 0 EL = 6 0 4 . 1 7 CATCH OFF=-7.22 EL=604.06 SH L D R OF F = 7 . 0 0 EL = 6 0 4 . 3 8 CATCH OFF=7.19 EL=604.29 ALIGNMENT "T" STA 419+00 600 605 610 615 600 605 610 615 0 5 10 15 20 25 300-5-10-15-20 CL T R A I L EL = 6 0 4 . 1 4 SH L D R OF F = - 7 . 0 0 EL = 6 0 4 . 0 3 CATCH OFF=-7.01 EL=604.03 SH L D R OF F = 7 . 0 0 EL = 6 0 4 . 2 4 CATCH OFF=7.07 EL=604.28 ALIGNMENT "T" STA 419+50 598 600 605 610 598 600 605 610 0 5 10 15 20 25 300-5-10-15 CL T R A I L EL = 6 0 3 . 5 0 SH L D R OF F = - 7 . 0 0 EL = 6 0 3 . 4 0 CATCH OFF=-7.13 EL=603.34 SH L D R OF F = 7 . 0 0 EL = 6 0 3 . 6 1 CATCH OFF=7.76 EL=603.23 ALIGNMENT "T" STA 420+00 598 600 605 610 598 600 605 610 0 5 10 15 20 25 300-5-10-15 CL T R A I L EL = 6 0 2 . 8 7 SH L D R OF F = - 7 . 0 0 EL = 6 0 2 . 7 6 CATCH OFF=-7.28 EL=602.62 SH L D R OF F = 7 . 0 0 EL = 6 0 2 . 9 7 CATCH OFF=7.15 EL=602.90 R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% Project Client Plot Date:21 December 2022 - 6:36 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U OG FG LEGEND CROSS SECTIONS STA 416+50 TO STA 420+00 C-805 811" = 5' C. PHELPS C. PHELPS E. FANSELAU E. FANSELAU SEP 30, 2022 Page 177 of 390 ALIGNMENT "T" STA 420+50 598 600 605 610 598 600 605 610 0 5 10 15 20 25 300-5-10-15 CL T R A I L EL = 6 0 2 . 4 4 SH L D R OF F = - 7 . 0 0 EL = 6 0 2 . 3 3 CATCH OFF=-7.51 EL=602.08 SH L D R OF F = 7 . 0 0 EL = 6 0 2 . 5 4 CATCH OFF=7.32 EL=602.38 ALIGNMENT "T" STA 421+00 598 600 605 610 598 600 605 610 0 5 10 15 20 25 300-5-10-15 CL T R A I L EL = 6 0 2 . 5 7 SH L D R OF F = - 7 . 0 0 EL = 6 0 2 . 4 6 CATCH OFF=-7.63 EL=602.15 SH L D R OF F = 7 . 0 0 EL = 6 0 2 . 6 7 CATCH OFF=7.36 EL=602.50 ALIGNMENT "T" STA 421+50 598 600 605 610 598 600 605 610 0 5 10 15 20 25 300-5-10-15 CL T R A I L EL = 6 0 2 . 7 0 SH L D R OF F = - 7 . 0 0 EL = 6 0 2 . 6 0 CATCH OFF=-7.57 EL=602.31 SH L D R OF F = 7 . 0 0 EL = 6 0 2 . 8 1 CATCH OFF=7.18 EL=602.72 ALIGNMENT "T" STA 422+00 598 600 605 610 598 600 605 610 0 5 10 15 20 25 300-5-10-15 CL T R A I L EL = 6 0 2 . 8 3 SH L D R OF F = - 7 . 0 0 EL = 6 0 2 . 7 3 CATCH OFF=-7.89 EL=602.28 SH L D R OF F = 7 . 0 0 EL = 6 0 2 . 9 4 CATCH OFF=7.42 EL=602.73 ALIGNMENT "T" STA 422+50 598 600 605 610 598 600 605 610 0 5 10 15 20 25 300-5-10-15 CL T R A I L EL = 6 0 2 . 9 7 SH L D R OF F = - 7 . 0 0 EL = 6 0 2 . 8 6 CATCH OFF=-7.50 EL=602.61 SH L D R OF F = 7 . 0 0 EL = 6 0 3 . 0 7 CATCH OFF=7.68 EL=602.74 ALIGNMENT "T" STA 423+00 598 600 605 610 598 600 605 610 0 5 10 15 20 25 300-5-10-15 CL T R A I L EL = 6 0 3 . 0 7 SH L D R OF F = - 7 . 0 0 EL = 6 0 2 . 9 7 CATCH OFF=-7.78 EL=602.58 SH L D R OF F = 7 . 0 0 EL = 6 0 3 . 1 8 CATCH OFF=7.97 EL=602.69 ALIGNMENT "T" STA 423+50 598 600 605 610 598 600 605 610 0 5 10 15 20 25 300-5-10-15 CL T R A I L EL = 6 0 2 . 3 0 SH L D R OF F = - 7 . 0 0 EL = 6 0 2 . 1 9 CATCH OFF=-7.51 EL=601.94 SH L D R OF F = 7 . 0 0 EL = 6 0 2 . 4 0 CATCH OFF=7.56 EL=602.12 ALIGNMENT "T" STA 424+00 592 595 600 605 592 595 600 605 0 5 10 15 20 25 300-5-10-15 CL T R A I L EL = 6 0 0 . 3 8 SH L D R OF F = - 7 . 0 0 EL = 6 0 0 . 2 7 CATCH OFF=-12.46 EL=600.19 SH L D R OF F = 7 . 0 0 EL = 6 0 0 . 4 8 CATCH OFF=7.25 EL=600.36 R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%-1.50%1.50% Project Client Plot Date:21 December 2022 - 6:36 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U OG FG LEGEND CROSS SECTIONS STA 420+50 TO STA 424+00 C-806 821" = 5' C. PHELPS C. PHELPS E. FANSELAU E. FANSELAU SEP 30, 2022 Page 178 of 390 ALIGNMENT "T" STA 424+50 590 595 600 605 590 595 600 605 0 5 10 15 20 25 300-5-10-15 CL T R A I L EL = 5 9 8 . 2 5 SH L D R OF F = - 7 . 0 0 EL = 5 9 8 . 1 4 CATCH OFF=-12.16 EL=598.07 SH L D R OF F = 7 . 0 0 EL = 5 9 8 . 3 5 CATCH OFF=7.88 EL=597.91 ALIGNMENT "T" STA 425+00 590 595 600 605 590 595 600 605 0 5 10 15 20 25 300-5-10-15 CL T R A I L EL = 5 9 6 . 1 2 SH L D R OF F = - 7 . 0 0 EL = 5 9 6 . 0 1 CATCH OFF=-10.80 EL=595.95 SH L D R OF F = 7 . 0 0 EL = 5 9 6 . 2 2 CATCH OFF=15.16 EL=596.34 ALIGNMENT "T" STA 425+50 590 595 600 605 590 595 600 605 0 5 10 15 20 25 300-5-10-15 CL T R A I L EL = 5 9 4 . 2 7 SH L D R OF F = - 7 . 0 0 EL = 5 9 4 . 1 6 CATCH OFF=-11.73 EL=594.09 SH L D R OF F = 7 . 0 0 EL = 5 9 4 . 3 7 CATCH OFF=12.17 EL=594.45 ALIGNMENT "T" STA 426+00 588 590 595 600 588 590 595 600 0 5 10 15 20 25 300-5-10-15 CL T R A I L EL = 5 9 3 . 6 4 SH L D R OF F = - 7 . 0 0 EL = 5 9 3 . 5 4 CATCH OFF=-13.13 EL=593.45 SH L D R OF F = 7 . 0 0 EL = 5 9 3 . 7 5 CATCH OFF=11.67 EL=593.82 ALIGNMENT "T" STA 426+50 588 590 595 600 588 590 595 600 0 5 10 15 20 25 300-5-10-15 CL T R A I L EL = 5 9 3 . 0 2 SH L D R OF F = - 7 . 0 0 EL = 5 9 2 . 9 2 CATCH OFF=-11.91 EL=592.84 SH L D R OF F = 7 . 0 0 EL = 5 9 3 . 1 3 CATCH OFF=10.98 EL=593.19 ALIGNMENT "T" STA 427+00 588 590 595 600 588 590 595 600 0 5 10 15 20 25 300-5-10-15 CL T R A I L EL = 5 9 2 . 4 0 SH L D R OF F = - 7 . 0 0 EL = 5 9 2 . 3 0 CATCH OFF=-12.43 EL=592.21 SH L D R OF F = 7 . 0 0 EL = 5 9 2 . 5 1 CATCH OFF=8.31 EL=592.52 ALIGNMENT "T" STA 427+50 588 590 595 600 588 590 595 600 0 5 10 15 20 25 300-5-10-15 CL T R A I L EL = 5 9 2 . 8 7 SH L D R OF F = - 7 . 0 0 EL = 5 9 2 . 7 7 CATCH OFF=-10.99 EL=592.71 SH L D R OF F = 7 . 0 0 EL = 5 9 2 . 9 8 CATCH OFF=7.16 EL=592.98 ALIGNMENT "T" STA 428+00 586 590 595 600 586 590 595 600 0 5 10 15 20 25 300-5-10-15 CL T R A I L EL = 5 9 2 . 8 8 SH L D R OF F = - 7 . 0 0 EL = 5 9 2 . 7 8 CATCH OFF=-11.28 EL=590.64 SH L D R OF F = 7 . 0 0 EL = 5 9 2 . 9 9 CATCH OFF=7.84 EL=593.41 R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L -1.50%-1.50%1.50% -1.50%-1.50%1.50%1.50% -1.50%-1.50%1.50%1.50% -1.50%-1.50%1.50%1.50% -1.50%-1.50%1.50%1.50% -1.50%-1.50%1.50% -1.50%-1.50%1.50% -50.0 0 % -1.50%1.50% Project Client Plot Date:21 December 2022 - 6:36 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U OG FG LEGEND CROSS SECTIONS STA 424+50 TO STA 428+00 C-807 831" = 5' C. PHELPS C. PHELPS E. FANSELAU E. FANSELAU SEP 30, 2022 Page 179 of 390 ALIGNMENT "T" STA 428+50 585 590 595 600 585 590 595 600 0 5 10 15 20 25 300-5-10-15 CL T R A I L EL = 5 9 1 . 7 8 SH L D R OF F = - 7 . 0 0 EL = 5 9 1 . 6 7 CATCH OFF=-9.99 EL=590.18 SH L D R OF F = 7 . 0 0 EL = 5 9 1 . 8 8 CATCH OFF=7.26 EL=591.89 ALIGNMENT "T" STA 429+00 585 590 595 600 585 590 595 600 0 5 10 15 20 25 300-5-10-15 CL T R A I L EL = 5 9 1 . 2 7 SH L D R OF F = - 7 . 0 0 EL = 5 9 1 . 1 7 CATCH OFF=-10.44 EL=589.44 SH L D R OF F = 7 . 0 0 EL = 5 9 1 . 3 8 CATCH OFF=10.13 EL=591.42 ALIGNMENT "T" STA 429+50 585 590 595 600 585 590 595 600 0 5 10 15 20 250-5-10-15-20 CL T R A I L EL = 5 9 2 . 7 1 SH L D R OF F = - 7 . 0 0 EL = 5 9 2 . 6 0 CATCH OFF=-15.12 EL=588.54 SH L D R OF F = 7 . 0 0 EL = 5 9 2 . 8 1 CATCH OFF=9.20 EL=593.91 ALIGNMENT "T" STA 430+00 585 590 595 600 585 590 595 600 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 9 2 . 2 0 SH L D R OF F = - 7 . 0 0 EL = 5 9 2 . 1 0 CATCH OFF=-11.50 EL=589.85 SH L D R OF F = 7 . 0 0 EL = 5 9 2 . 3 1 CATCH OFF=8.74 EL=592.33 ALIGNMENT "T" STA 430+50 585 590 595 600 585 590 595 600 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 9 1 . 7 0 SH L D R OF F = - 7 . 0 0 EL = 5 9 1 . 6 0 CATCH OFF=-9.55 EL=590.32 SH L D R OF F = 7 . 0 0 EL = 5 9 1 . 8 1 CATCH OFF=9.68 EL=591.85 ALIGNMENT "T" STA 431+00 585 590 595 600 585 590 595 600 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 9 1 . 9 4 SH L D R OF F = - 7 . 0 0 EL = 5 9 1 . 8 4 CATCH OFF=-8.11 EL=591.28 SH L D R OF F = 7 . 0 0 EL = 5 9 2 . 0 5 CATCH OFF=11.81 EL=592.12 ALIGNMENT "T" STA 431+50 585 590 595 600 585 590 595 600 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 9 2 . 7 0 SH L D R OF F = - 7 . 0 0 EL = 5 9 2 . 6 0 CATCH OFF=-7.21 EL=592.49 SH L D R OF F = 7 . 0 0 EL = 5 9 2 . 8 1 CATCH OFF=14.68 EL=592.92 ALIGNMENT "T" STA 432+00 585 590 595 600 585 590 595 600 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 9 3 . 8 9 SH L D R OF F = - 7 . 0 0 EL = 5 9 3 . 7 9 CATCH OFF=-8.42 EL=593.08 SH L D R OF F = 7 . 0 0 EL = 5 9 4 . 0 0 CATCH OFF=10.26 EL=592.37 R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L -1.50%1.50% -50.0 0 % -1.50%1.50%1.50% -50.0 0 % -1.50%1.50% -50.0 0 % -1.50%1.50% -1.50%1.50% -1.50%1.50%1.50% -1.50%1.50%6.38% -1.50%1.50%-50. 0 0 % Project Client Plot Date:21 December 2022 - 6:36 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U OG FG LEGEND CROSS SECTIONS STA 428+50 TO STA 432+00 C-808 841" = 5' C. PHELPS C. PHELPS E. FANSELAU E. FANSELAU SEP 30, 2022 Page 180 of 390 ALIGNMENT "T" STA 432+50 585 590 595 600 585 590 595 600 0 5 10 15 20 25 300-5-10 ALIGNMENT "T" STA 433+00 585 590 595 600 585 590 595 600 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 9 2 . 0 0 SH L D R OF F = - 7 . 0 0 EL = 5 9 1 . 9 0 CATCH OFF=-8.63 EL=591.08 SH L D R OF F = 7 . 0 0 EL = 5 9 2 . 1 1 CATCH OFF=8.63 EL=591.30 ALIGNMENT "T" STA 433+50 583 585 590 595 583 585 590 595 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 8 9 . 9 5 SH L D R OF F = - 7 . 0 0 EL = 5 8 9 . 8 5 CATCH OFF=-7.32 EL=589.69 SH L D R OF F = 7 . 0 0 EL = 5 9 0 . 0 6 CATCH OFF=7.94 EL=590.52 ALIGNMENT "T" STA 434+00 583 585 590 595 583 585 590 595 0 5 10 15 20 250-5-10-15 CL T R A I L EL = 5 8 8 . 9 0 SH L D R OF F = - 7 . 0 0 EL = 5 8 8 . 8 0 CATCH OFF=-7.29 EL=588.65 SH L D R OF F = 7 . 0 0 EL = 5 8 9 . 0 1 CATCH OFF=13.29 EL=592.16 ALIGNMENT "T" STA 434+50 583 585 590 595 583 585 590 595 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 8 9 . 6 9 SH L D R OF F = - 7 . 0 0 EL = 5 8 9 . 5 8 CATCH OFF=-7.36 EL=589.40 SH L D R OF F = 7 . 0 0 EL = 5 8 9 . 7 9 CATCH OFF=7.78 EL=590.18 ALIGNMENT "T" STA 435+00 585 590 595 600 585 590 595 600 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 9 1 . 2 2 SH L D R OF F = - 7 . 0 0 EL = 5 9 1 . 1 1 CATCH OFF=-7.50 EL=591.37 SH L D R OF F = 7 . 0 0 EL = 5 9 1 . 3 2 CATCH OFF=7.22 EL=591.21 ALIGNMENT "T" STA 435+50 585 590 595 600 585 590 595 600 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 9 2 . 5 3 SH L D R OF F = - 7 . 0 0 EL = 5 9 2 . 4 3 CATCH OFF=-9.96 EL=593.91 SH L D R OF F = 7 . 0 0 EL = 5 9 2 . 6 4 CATCH OFF=8.49 EL=591.89 ALIGNMENT "T" STA 436+00 583 585 590 595 583 585 590 595 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 9 0 . 9 6 SH L D R OF F = - 7 . 0 0 EL = 5 9 0 . 8 6 CATCH OFF=-7.28 EL=591.00 SH L D R OF F = 7 . 0 0 EL = 5 9 1 . 0 7 CATCH OFF=8.37 EL=591.75 R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L RA I L C L RA I L C L R/ W RA I L C L -1.50%1.50% -1.50%1.50% -1.50%1.50% 50.00 % -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% Project Client Plot Date:21 December 2022 - 6:36 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U OG FG LEGEND CROSS SECTIONS STA 432+50 TO STA 436+00 C-809 851" = 5' C. PHELPS C. PHELPS E. FANSELAU E. FANSELAU SEP 30, 2022 Page 181 of 390 ALIGNMENT "T" STA 436+50 580 585 590 595 580 585 590 595 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 8 8 . 4 6 SH L D R OF F = - 7 . 0 0 EL = 5 8 8 . 3 6 CATCH OFF=-8.67 EL=587.52 SH L D R OF F = 7 . 0 0 EL = 5 8 8 . 5 7 CATCH OFF=9.27 EL=589.70 ALIGNMENT "T" STA 437+00 580 585 590 595 580 585 590 595 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 8 6 . 8 6 SH L D R OF F = - 7 . 0 0 EL = 5 8 6 . 7 5 CATCH OFF=-7.03 EL=586.77 SH L D R OF F = 7 . 0 0 EL = 5 8 6 . 9 6 CATCH OFF=9.26 EL=588.09 ALIGNMENT "T" STA 437+50 580 585 590 595 580 585 590 595 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 8 6 . 6 9 SH L D R OF F = - 7 . 0 0 EL = 5 8 6 . 5 9 CATCH OFF=-7.10 EL=586.64 SH L D R OF F = 7 . 0 0 EL = 5 8 6 . 8 0 CATCH OFF=7.39 EL=586.99 ALIGNMENT "T" STA 438+00 580 585 590 595 580 585 590 595 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 8 6 . 5 8 SH L D R OF F = - 7 . 0 0 EL = 5 8 6 . 4 7 CATCH OFF=-7.40 EL=586.27 SH L D R OF F = 7 . 0 0 EL = 5 8 6 . 6 8 CATCH OFF=8.62 EL=587.49 ALIGNMENT "T" STA 438+50 580 585 590 595 580 585 590 595 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 8 6 . 4 7 SH L D R OF F = - 7 . 0 0 EL = 5 8 6 . 3 6 CATCH OFF=-7.18 EL=586.27 SH L D R OF F = 7 . 0 0 EL = 5 8 6 . 5 7 CATCH OFF=9.36 EL=587.75 ALIGNMENT "T" STA 439+00 580 585 590 595 580 585 590 595 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 8 6 . 7 2 SH L D R OF F = - 7 . 0 0 EL = 5 8 6 . 6 2 CATCH OFF=-7.19 EL=586.52 SH L D R OF F = 7 . 0 0 EL = 5 8 6 . 8 3 CATCH OFF=8.34 EL=587.50 ALIGNMENT "T" STA 439+50 580 585 590 595 580 585 590 595 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 8 6 . 8 0 SH L D R OF F = - 7 . 0 0 EL = 5 8 6 . 7 0 CATCH OFF=-7.61 EL=586.39 SH L D R OF F = 7 . 0 0 EL = 5 8 6 . 9 1 CATCH OFF=8.10 EL=587.46 ALIGNMENT "T" STA 440+00 580 585 590 595 580 585 590 595 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 8 6 . 6 7 SH L D R OF F = - 7 . 0 0 EL = 5 8 6 . 5 6 CATCH OFF=-7.95 EL=586.09 SH L D R OF F = 7 . 0 0 EL = 5 8 6 . 7 7 CATCH OFF=8.89 EL=587.72 R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% Project Client Plot Date:21 December 2022 - 6:36 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U OG FG LEGEND CROSS SECTIONS STA 436+50 TO STA 440+00 C-810 861" = 5' C. PHELPS C. PHELPS E. FANSELAU E. FANSELAU SEP 30, 2022 Page 182 of 390 ALIGNMENT "T" STA 440+50 580 585 590 595 580 585 590 595 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 8 6 . 0 5 SH L D R OF F = - 7 . 0 0 EL = 5 8 5 . 9 5 CATCH OFF=-8.55 EL=585.17 SH L D R OF F = 7 . 0 0 EL = 5 8 6 . 1 6 CATCH OFF=8.02 EL=585.65 ALIGNMENT "T" STA 441+00 580 585 590 595 580 585 590 595 0 5 10 15 20 250-5-10-15 CL T R A I L EL = 5 8 4 . 8 8 SH L D R OF F = - 7 . 0 0 EL = 5 8 4 . 7 8 CATCH OFF=-7.95 EL=584.30 SH L D R OF F = 7 . 0 0 EL = 5 8 4 . 9 9 CATCH OFF=10.19 EL=586.59 ALIGNMENT "T" STA 441+50 578 580 585 590 578 580 585 590 0 5 10 15 20 250-5-10-15 CL T R A I L EL = 5 8 4 . 1 0 SH L D R OF F = - 7 . 0 0 EL = 5 8 4 . 0 0 CATCH OFF=-9.40 EL=582.80 SH L D R OF F = 7 . 0 0 EL = 5 8 4 . 2 1 CATCH OFF=14.85 EL=588.13 ALIGNMENT "T" STA 442+00 578 580 585 590 578 580 585 590 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 8 3 . 4 3 SH L D R OF F = - 7 . 0 0 EL = 5 8 3 . 3 3 CATCH OFF=-8.01 EL=582.82 SH L D R OF F = 7 . 0 0 EL = 5 8 3 . 5 4 CATCH OFF=7.51 EL=583.28 ALIGNMENT "T" STA 442+50 577 580 585 590 577 580 585 590 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 8 2 . 7 6 SH L D R OF F = - 7 . 0 0 EL = 5 8 2 . 6 6 CATCH OFF=-8.42 EL=581.95 SH L D R OF F = 7 . 0 0 EL = 5 8 2 . 8 7 CATCH OFF=8.75 EL=583.74 ALIGNMENT "T" STA 443+00 576 580 585 590 576 580 585 590 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 8 2 . 4 4 SH L D R OF F = - 7 . 0 0 EL = 5 8 2 . 3 4 CATCH OFF=-8.14 EL=581.77 SH L D R OF F = 7 . 0 0 EL = 5 8 2 . 5 5 CATCH OFF=7.25 EL=582.43 ALIGNMENT "T" STA 443+50 575 580 585 590 575 580 585 590 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 8 2 . 1 6 SH L D R OF F = - 7 . 0 0 EL = 5 8 2 . 0 5 CATCH OFF=-8.60 EL=581.25 SH L D R OF F = 7 . 0 0 EL = 5 8 2 . 2 6 CATCH OFF=7.30 EL=582.11 ALIGNMENT "T" STA 444+00 575 580 585 590 575 580 585 590 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 8 2 . 1 2 SH L D R OF F = - 7 . 0 0 EL = 5 8 2 . 0 2 CATCH OFF=-8.18 EL=581.43 SH L D R OF F = 7 . 0 0 EL = 5 8 2 . 2 3 CATCH OFF=11.14 EL=584.30 R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L -1.50%1.50% -1.50%1.50%50.00 % -1.50%1.50% 50.00 % -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% 50.00 % Project Client Plot Date:21 December 2022 - 6:36 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U OG FG LEGEND CROSS SECTIONS STA 440+50 TO STA 444+00 C-811 871" = 5' C. PHELPS C. PHELPS E. FANSELAU E. FANSELAU SEP 30, 2022 Page 183 of 390 ALIGNMENT "T" STA 444+50 575 580 585 590 575 580 585 590 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 8 4 . 9 4 SH L D R OF F = - 7 . 0 0 EL = 5 8 4 . 8 4 SH L D R OF F = 7 . 0 0 EL = 5 8 5 . 0 5 CATCH OFF=9.84 EL=586.46 ALIGNMENT "T" STA 445+00 575 580 585 590 575 580 585 590 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 8 4 . 2 1 SH L D R OF F = - 7 . 0 0 EL = 5 8 4 . 1 1 SH L D R OF F = 7 . 0 0 EL = 5 8 4 . 3 2 CATCH OFF=8.21 EL=584.92 ALIGNMENT "T" STA 445+50 575 580 585 590 575 580 585 590 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 8 2 . 3 7 SH L D R OF F = - 7 . 0 0 EL = 5 8 2 . 2 6 CATCH OFF=-8.06 EL=581.74 SH L D R OF F = 7 . 0 0 EL = 5 8 2 . 4 7 CATCH OFF=7.15 EL=582.40 ALIGNMENT "T" STA 446+00 578 580 585 590 578 580 585 590 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 8 3 . 1 6 SH L D R OF F = - 7 . 0 0 EL = 5 8 3 . 0 6 CATCH OFF=-7.64 EL=583.38 SH L D R OF F = 7 . 0 0 EL = 5 8 3 . 2 7 CATCH OFF=8.32 EL=583.93 ALIGNMENT "T" STA 446+50 578 580 585 590 578 580 585 590 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 8 3 . 7 5 SH L D R OF F = - 7 . 0 0 EL = 5 8 3 . 6 5 CATCH OFF=-8.69 EL=584.49 SH L D R OF F = 7 . 0 0 EL = 5 8 3 . 8 6 CATCH OFF=7.31 EL=584.02 ALIGNMENT "T" STA 447+00 577 580 585 590 577 580 585 590 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 8 2 . 7 6 SH L D R OF F = - 7 . 0 0 EL = 5 8 2 . 6 5 CATCH OFF=-7.37 EL=582.46 SH L D R OF F = 7 . 0 0 EL = 5 8 2 . 8 6 CATCH OFF=7.06 EL=582.83 ALIGNMENT "T" STA 447+50 575 580 585 590 575 580 585 590 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 8 1 . 7 6 SH L D R OF F = - 7 . 0 0 EL = 5 8 1 . 6 5 CATCH OFF=-8.50 EL=580.90 SH L D R OF F = 7 . 0 0 EL = 5 8 1 . 8 6 CATCH OFF=9.91 EL=583.32 ALIGNMENT "T" STA 448+00 575 580 585 590 575 580 585 590 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 8 1 . 4 9 SH L D R OF F = - 7 . 0 0 EL = 5 8 1 . 3 9 CATCH OFF=-9.45 EL=580.16 SH L D R OF F = 7 . 0 0 EL = 5 8 1 . 6 0 CATCH OFF=7.04 EL=581.58 RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% Project Client Plot Date:21 December 2022 - 6:36 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U OG FG LEGEND CROSS SECTIONS STA 444+50 TO STA 448+00 C-812 881" = 5' C. PHELPS C. PHELPS E. FANSELAU E. FANSELAU SEP 30, 2022 Page 184 of 390 ALIGNMENT "T" STA 448+50 575 580 585 590 575 580 585 590 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 8 2 . 0 3 SH L D R OF F = - 7 . 0 0 EL = 5 8 1 . 9 2 CATCH OFF=-7.84 EL=581.50 SH L D R OF F = 7 . 0 0 EL = 5 8 2 . 1 3 CATCH OFF=11.23 EL=584.25 ALIGNMENT "T" STA 449+00 575 580 585 590 575 580 585 590 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 8 2 . 7 3 SH L D R OF F = - 7 . 0 0 EL = 5 8 2 . 6 2 CATCH OFF=-8.06 EL=582.09 SH L D R OF F = 7 . 0 0 EL = 5 8 2 . 8 3 CATCH OFF=7.88 EL=582.40 ALIGNMENT "T" STA 449+50 577 580 585 590 577 580 585 590 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 8 3 . 7 8 SH L D R OF F = - 7 . 0 0 EL = 5 8 3 . 6 7 CATCH OFF=-7.93 EL=583.21 SH L D R OF F = 7 . 0 0 EL = 5 8 3 . 8 8 CATCH OFF=7.59 EL=584.18 ALIGNMENT "T" STA 450+00 577 580 585 590 577 580 585 590 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 8 4 . 0 8 SH L D R OF F = - 7 . 0 0 EL = 5 8 3 . 9 8 CATCH OFF=-8.33 EL=583.31 SH L D R OF F = 7 . 0 0 EL = 5 8 4 . 1 9 CATCH OFF=7.19 EL=584.09 ALIGNMENT "T" STA 450+50 577 580 585 590 577 580 585 590 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 8 5 . 4 7 SH L D R OF F = - 7 . 0 0 EL = 5 8 5 . 3 7 CATCH OFF=-10.48 EL=583.62 SH L D R OF F = 7 . 0 0 EL = 5 8 5 . 5 8 CATCH OFF=7.60 EL=585.88 ALIGNMENT "T" STA 451+00 578 580 585 590 578 580 585 590 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 8 5 . 0 9 SH L D R OF F = - 7 . 0 0 EL = 5 8 4 . 9 9 CATCH OFF=-10.10 EL=583.44 SH L D R OF F = 7 . 0 0 EL = 5 8 5 . 2 0 CATCH OFF=8.00 EL=584.70 ALIGNMENT "T" STA 451+50 578 580 585 590 578 580 585 590 0 5 10 15 20 250-5-10-15 CL T R A I L EL = 5 8 4 . 2 6 SH L D R OF F = - 7 . 0 0 EL = 5 8 4 . 1 5 CATCH OFF=-8.27 EL=583.52 SH L D R OF F = 7 . 0 0 EL = 5 8 4 . 3 6 CATCH OFF=7.23 EL=584.48 ALIGNMENT "T" STA 452+00 580 585 590 595 580 585 590 595 0 5 10 15 20 250-5-10-15 CL T R A I L EL = 5 8 4 . 7 5 SH L D R OF F = - 7 . 0 0 EL = 5 8 4 . 6 4 CATCH OFF=-8.75 EL=583.76 SH L D R OF F = 7 . 0 0 EL = 5 8 4 . 8 5 CATCH OFF=11.86 EL=584.92 R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L RA I L C L RA I L C L R/ W RA I L C L -1.50%1.50% 50.00 % -1.50%1.50% -1.50%1.50% -1.50%1.50% -50.0 0 % -1.50%1.50% -50.0 0 % -1.50%1.50% -1.50%1.50% -1.50%1.50%1.50% Project Client Plot Date:21 December 2022 - 6:37 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U OG FG LEGEND CROSS SECTIONS STA 448+50 TO STA 452+00 C-813 891" = 5' C. PHELPS C. PHELPS E. FANSELAU E. FANSELAU SEP 30, 2022 Page 185 of 390 ALIGNMENT "T" STA 452+50 580 585 590 595 580 585 590 595 0 5 10 15 200-5-10-15-20 CL T R A I L EL = 5 8 5 . 2 4 SH L D R OF F = - 7 . 0 0 EL = 5 8 5 . 1 3 CATCH OFF=-8.78 EL=584.24 SH L D R OF F = 7 . 0 0 EL = 5 8 5 . 3 4 CATCH OFF=8.96 EL=585.37 ALIGNMENT "T" STA 453+00 580 585 590 595 580 585 590 595 0 5 10 15 200-5-10-15-20 CL T R A I L EL = 5 8 5 . 7 3 SH L D R OF F = - 7 . 0 0 EL = 5 8 5 . 6 3 CATCH OFF=-8.79 EL=584.73 SH L D R OF F = 7 . 0 0 EL = 5 8 5 . 8 4 CATCH OFF=7.25 EL=585.71 ALIGNMENT "T" STA 453+50 580 585 590 595 580 585 590 595 0 5 10 15 200-5-10-15-20 CL T R A I L EL = 5 8 6 . 2 3 SH L D R OF F = 7 . 0 0 EL = 5 8 6 . 3 3 CATCH OFF=9.21 EL=585.23 ALIGNMENT "T" STA 454+00 580 585 590 595 580 585 590 595 0 5 10 15 200-5-10-15-20 CL T R A I L EL = 5 8 6 . 7 2 SH L D R OF F = - 7 . 0 0 EL = 5 8 6 . 8 3 CATCH OFF=-7.43 EL=586.61 SH L D R OF F = 7 . 0 0 EL = 5 8 6 . 6 2 CATCH OFF=8.63 EL=585.80 ALIGNMENT "T" STA 454+50 580 585 590 595 580 585 590 595 0 5 10 15 200-5-10-15-20 CL T R A I L EL = 5 8 7 . 1 6 SH L D R OF F = 7 . 0 0 EL = 5 8 7 . 0 6 CATCH OFF=8.17 EL=586.48 ALIGNMENT "T" STA 455+00 580 585 590 595 580 585 590 595 0 5 10 15 200-5-10-15-20 CL T R A I L EL = 5 8 7 . 3 8 SH L D R OF F = - 7 . 0 0 EL = 5 8 7 . 4 9 CATCH OFF=-7.14 EL=587.42 SH L D R OF F = 7 . 0 0 EL = 5 8 7 . 2 8 CATCH OFF=8.26 EL=586.65 ALIGNMENT "T" STA 455+50 580 585 590 595 580 585 590 595 0 5 10 15 20 25 300-5-10 CL T R A I L EL = 5 8 7 . 1 7 SH L D R OF F = - 7 . 0 0 EL = 5 8 7 . 2 8 CATCH OFF=-7.12 EL=587.34 SH L D R OF F = 7 . 0 0 EL = 5 8 7 . 0 7 CATCH OFF=7.05 EL=587.09 ALIGNMENT "T" STA 456+00 580 585 590 595 580 585 590 595 0 5 10 15 20 25 30 350-5-10 CL T R A I L EL = 5 8 6 . 6 9 SH L D R OF F = - 7 . 0 0 EL = 5 8 6 . 7 9 CATCH OFF=-8.45 EL=586.06 SH L D R OF F = 7 . 0 0 EL = 5 8 6 . 5 8 CATCH OFF=7.42 EL=586.79 R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L -1.50%1.50% -1.50%1.50% -1.50%1.50% 1.50%-1.50% 1.50%-1.50% 1.50%-1.50% 1.50%-1.50% 1.50%-1.50% (E ) H W Y 1 0 1 SU P P O R T C O L U M N Project Client Plot Date:21 December 2022 - 6:37 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U OG FG LEGEND CROSS SECTIONS STA 452+50 TO STA 456+00 C-814 901" = 5' C. PHELPS C. PHELPS E. FANSELAU E. FANSELAU SEP 30, 2022 Page 186 of 390 ALIGNMENT "T" STA 456+50 580 585 590 595 580 585 590 595 0 5 10 15 20 25 30 350-5-10 ALIGNMENT "T" STA 457+00 580 585 590 595 580 585 590 595 0 5 10 15 20 25 300-5-10-15 CL T R A I L EL = 5 8 6 . 6 6 SH L D R OF F = - 7 . 0 0 EL = 5 8 6 . 5 5 CATCH OFF=-9.17 EL=585.46 SH L D R OF F = 7 . 0 0 EL = 5 8 6 . 7 6 CATCH OFF=8.46 EL=586.03 ALIGNMENT "T" STA 457+50 580 585 590 595 580 585 590 595 0 5 10 15 20 250-5-10-15-20 CL T R A I L EL = 5 8 7 . 8 4 SH L D R OF F = - 7 . 0 0 EL = 5 8 7 . 7 3 CATCH OFF=-13.66 EL=584.40 SH L D R OF F = 7 . 0 0 EL = 5 8 7 . 9 4 CATCH OFF=11.71 EL=585.59 ALIGNMENT "T" STA 458+00 580 585 590 595 580 585 590 595 0 5 10 15 20 250-5-10-15-20 CL T R A I L EL = 5 8 8 . 0 9 ALIGNMENT "T" STA 458+50 580 585 590 595 580 585 590 595 0 5 10 15 20 250-5-10-15-20 CL T R A I L EL = 5 8 7 . 4 1 SH L D R OF F = - 7 . 0 0 EL = 5 8 7 . 3 0 CATCH OFF=-11.43 EL=585.09 SH L D R OF F = 7 . 0 0 EL = 5 8 7 . 5 1 CATCH OFF=11.93 EL=585.05 ALIGNMENT "T" STA 459+00 580 585 590 595 580 585 590 595 0 5 10 15 20 250-5-10-15-20 CL T R A I L EL = 5 8 6 . 6 0 SH L D R OF F = - 7 . 0 0 EL = 5 8 6 . 4 9 CATCH OFF=-8.53 EL=585.73 SH L D R OF F = 7 . 0 0 EL = 5 8 6 . 7 0 CATCH OFF=8.79 EL=585.80 ALIGNMENT "T" STA 459+50 580 585 590 595 580 585 590 595 0 5 10 15 20 250-5-10-15-20 CL T R A I L EL = 5 8 5 . 8 0 SH L D R OF F = - 7 . 0 0 EL = 5 8 5 . 6 9 CATCH OFF=-7.49 EL=585.45 SH L D R OF F = 7 . 0 0 EL = 5 8 5 . 9 0 CATCH OFF=7.16 EL=585.82 ALIGNMENT "T" STA 460+00 580 585 590 595 580 585 590 595 0 5 10 15 20 250-5-10-15-20 CL T R A I L EL = 5 8 6 . 9 1 SH L D R OF F = - 7 . 0 0 EL = 5 8 6 . 8 0 CATCH OFF=-8.07 EL=586.27 SH L D R OF F = 7 . 0 0 EL = 5 8 7 . 0 1 CATCH OFF=7.69 EL=586.67 R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L RA I L C L -1.50%1.50% -50.0 0 % -1.50%1.50% -50. 0 0 % -1.50%1.50% -50.0 0 % -1.50%1.50% -50. 0 0 % -1.50%1.50% -1.50%1.50% -1.50%1.50% Project Client Plot Date:21 December 2022 - 6:37 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U OG FG LEGEND CROSS SECTIONS STA 456+50 TO STA 460+00 C-815 911" = 5' C. PHELPS C. PHELPS E. FANSELAU E. FANSELAU SEP 30, 2022 ADD ALTERNATIVE Page 187 of 390 ALIGNMENT "T" STA 460+50 580 585 590 595 580 585 590 595 0 5 10 15 20 250-5-10-15-20 CL T R A I L EL = 5 8 7 . 3 7 SH L D R OF F = - 7 . 0 0 EL = 5 8 7 . 2 7 CATCH OFF=-7.22 EL=587.16 SH L D R OF F = 7 . 0 0 EL = 5 8 7 . 4 8 CATCH OFF=7.50 EL=587.23 ALIGNMENT "T" STA 461+00 580 585 590 595 580 585 590 595 0 5 10 15 20 250-5-10-15-20 CL T R A I L EL = 5 8 7 . 8 3 SH L D R OF F = - 7 . 0 0 EL = 5 8 7 . 7 3 CATCH OFF=-7.73 EL=587.36 SH L D R OF F = 7 . 0 0 EL = 5 8 7 . 9 4 CATCH OFF=11.25 EL=585.81 ALIGNMENT "T" STA 461+50 580 585 590 595 580 585 590 595 0 5 10 15 20 250-5-10-15-20 CL T R A I L EL = 5 8 8 . 0 0 SH L D R OF F = - 7 . 0 0 EL = 5 8 7 . 8 9 CATCH OFF=-7.44 EL=587.68 SH L D R OF F = 7 . 0 0 EL = 5 8 8 . 1 0 CATCH OFF=11.43 EL=585.89 ALIGNMENT "T" STA 462+00 580 585 590 595 580 585 590 595 0 5 10 15 20 250-5-10-15-20 CL T R A I L EL = 5 8 7 . 7 2 SH L D R OF F = - 7 . 0 0 EL = 5 8 7 . 6 1 CATCH OFF=-7.27 EL=587.48 SH L D R OF F = 7 . 0 0 EL = 5 8 7 . 8 2 CATCH OFF=7.97 EL=587.34 ALIGNMENT "T" STA 462+50 580 585 590 595 580 585 590 595 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 5 8 6 . 2 0 SH L D R OF F = - 7 . 0 0 EL = 5 8 6 . 0 9 CATCH OFF=-7.79 EL=585.70 SH L D R OF F = 7 . 0 0 EL = 5 8 6 . 3 0 CATCH OFF=8.26 EL=585.67 ALIGNMENT "T" STA 463+00 580 585 590 595 580 585 590 595 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 5 8 6 . 1 1 SH L D R OF F = - 7 . 0 0 EL = 5 8 6 . 0 1 CATCH OFF=-7.03 EL=586.02 SH L D R OF F = 7 . 0 0 EL = 5 8 6 . 2 2 CATCH OFF=7.97 EL=585.73 ALIGNMENT "T" STA 463+50 580 585 590 595 580 585 590 595 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 5 8 6 . 4 4 SH L D R OF F = - 7 . 0 0 EL = 5 8 6 . 3 3 CATCH OFF=-7.32 EL=586.17 SH L D R OF F = 7 . 0 0 EL = 5 8 6 . 5 4 CATCH OFF=8.49 EL=585.80 ALIGNMENT "T" STA 464+00 580 585 590 595 580 585 590 595 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 5 8 6 . 4 0 SH L D R OF F = - 7 . 0 0 EL = 5 8 6 . 2 9 CATCH OFF=-7.57 EL=586.01 SH L D R OF F = 7 . 0 0 EL = 5 8 6 . 5 0 CATCH OFF=8.63 EL=585.69 R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L -1.50%1.50% -1.50%1.50% -50. 0 0 % -1.50%1.50% -50. 0 0 % -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% Project Client Plot Date:21 December 2022 - 6:37 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U OG FG LEGEND CROSS SECTIONS STA 460+50 TO STA 464+00 C-816 921" = 5' C. PHELPS C. PHELPS E. FANSELAU E. FANSELAU SEP 30, 2022 ADD ALTERNATIVE Page 188 of 390 ALIGNMENT "T" STA 464+50 580 585 590 595 580 585 590 595 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 5 8 6 . 2 7 SH L D R OF F = - 7 . 0 0 EL = 5 8 6 . 1 7 CATCH OFF=-7.21 EL=586.06 SH L D R OF F = 7 . 0 0 EL = 5 8 6 . 3 8 CATCH OFF=8.33 EL=585.72 ALIGNMENT "T" STA 465+00 580 585 590 595 580 585 590 595 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 5 8 6 . 1 5 SH L D R OF F = - 7 . 0 0 EL = 5 8 6 . 0 4 CATCH OFF=-7.22 EL=585.93 SH L D R OF F = 7 . 0 0 EL = 5 8 6 . 2 5 CATCH OFF=8.50 EL=585.50 ALIGNMENT "T" STA 465+50 580 585 590 595 580 585 590 595 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 5 8 6 . 0 2 SH L D R OF F = - 7 . 0 0 EL = 5 8 5 . 9 2 CATCH OFF=-7.27 EL=585.78 SH L D R OF F = 7 . 0 0 EL = 5 8 6 . 1 3 CATCH OFF=8.21 EL=585.52 ALIGNMENT "T" STA 466+00 580 585 590 595 580 585 590 595 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 5 8 5 . 7 3 SH L D R OF F = - 7 . 0 0 EL = 5 8 5 . 6 2 CATCH OFF=-7.19 EL=585.72 SH L D R OF F = 7 . 0 0 EL = 5 8 5 . 8 3 CATCH OFF=7.39 EL=585.64 ALIGNMENT "T" STA 466+50 580 585 590 595 580 585 590 595 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 5 8 5 . 4 0 SH L D R OF F = - 7 . 0 0 EL = 5 8 5 . 2 9 CATCH OFF=-7.18 EL=585.38 SH L D R OF F = 7 . 0 0 EL = 5 8 5 . 5 0 CATCH OFF=7.59 EL=585.20 ALIGNMENT "T" STA 467+00 580 585 590 595 580 585 590 595 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 5 8 5 . 0 6 SH L D R OF F = - 7 . 0 0 EL = 5 8 4 . 9 6 CATCH OFF=-17.20 EL=584.80 SH L D R OF F = 7 . 0 0 EL = 5 8 5 . 1 7 CATCH OFF=7.10 EL=585.12 ALIGNMENT "T" STA 467+50 580 585 590 595 580 585 590 595 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 5 8 5 . 2 0 SH L D R OF F = - 7 . 0 0 EL = 5 8 5 . 0 9 CATCH OFF=-7.12 EL=585.03 SH L D R OF F = 7 . 0 0 EL = 5 8 5 . 3 0 CATCH OFF=7.83 EL=584.89 ALIGNMENT "T" STA 468+00 580 585 590 595 580 585 590 595 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 5 8 5 . 4 4 SH L D R OF F = - 7 . 0 0 EL = 5 8 5 . 3 3 CATCH OFF=-7.28 EL=585.19 SH L D R OF F = 7 . 0 0 EL = 5 8 5 . 5 4 CATCH OFF=7.75 EL=585.17 R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%-1.50%1.50% -1.50%1.50% -1.50%1.50% Project Client Plot Date:21 December 2022 - 6:37 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U OG FG LEGEND CROSS SECTIONS STA 464+50 TO STA 468+00 C-817 931" = 5' C. PHELPS C. PHELPS E. FANSELAU E. FANSELAU SEP 30, 2022 ADD ALTERNATIVE Page 189 of 390 ALIGNMENT "T" STA 468+50 580 585 590 595 580 585 590 595 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 5 8 5 . 5 7 SH L D R OF F = - 7 . 0 0 EL = 5 8 5 . 4 6 CATCH OFF=-7.37 EL=585.28 SH L D R OF F = 7 . 0 0 EL = 5 8 5 . 6 7 CATCH OFF=7.89 EL=585.22 ALIGNMENT "T" STA 469+00 580 585 590 595 580 585 590 595 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 5 8 5 . 4 6 SH L D R OF F = - 7 . 0 0 EL = 5 8 5 . 3 5 CATCH OFF=-7.73 EL=584.99 SH L D R OF F = 7 . 0 0 EL = 5 8 5 . 5 6 CATCH OFF=8.11 EL=585.01 ALIGNMENT "T" STA 469+50 580 585 590 595 580 585 590 595 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 5 8 5 . 3 5 SH L D R OF F = - 7 . 0 0 EL = 5 8 5 . 2 4 CATCH OFF=-7.58 EL=584.95 SH L D R OF F = 7 . 0 0 EL = 5 8 5 . 4 5 CATCH OFF=8.08 EL=584.91 ALIGNMENT "T" STA 470+00 580 585 590 595 580 585 590 595 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 5 8 5 . 2 4 SH L D R OF F = - 7 . 0 0 EL = 5 8 5 . 1 3 CATCH OFF=-8.35 EL=584.46 SH L D R OF F = 7 . 0 0 EL = 5 8 5 . 3 4 CATCH OFF=8.88 EL=584.40 ALIGNMENT "T" STA 470+50 580 585 590 595 580 585 590 595 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 5 8 5 . 1 3 SH L D R OF F = - 7 . 0 0 EL = 5 8 5 . 0 2 CATCH OFF=-8.48 EL=584.28 SH L D R OF F = 7 . 0 0 EL = 5 8 5 . 2 3 CATCH OFF=8.49 EL=584.49 ALIGNMENT "T" STA 471+00 580 585 590 595 580 585 590 595 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 5 8 5 . 0 2 SH L D R OF F = - 7 . 0 0 EL = 5 8 4 . 9 1 CATCH OFF=-8.53 EL=584.15 SH L D R OF F = 7 . 0 0 EL = 5 8 5 . 1 2 CATCH OFF=7.08 EL=585.16 ALIGNMENT "T" STA 471+50 580 585 590 595 580 585 590 595 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 5 8 4 . 6 2 SH L D R OF F = - 7 . 0 0 EL = 5 8 4 . 5 2 CATCH OFF=-8.44 EL=583.80 SH L D R OF F = 7 . 0 0 EL = 5 8 4 . 7 3 CATCH OFF=8.92 EL=583.77 ALIGNMENT "T" STA 472+00 578 580 585 590 578 580 585 590 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 5 8 4 . 2 3 SH L D R OF F = - 7 . 0 0 EL = 5 8 4 . 1 2 CATCH OFF=-8.90 EL=583.17 SH L D R OF F = 7 . 0 0 EL = 5 8 4 . 3 3 CATCH OFF=8.07 EL=583.80 R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% Project Client Plot Date:21 December 2022 - 6:37 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U OG FG LEGEND CROSS SECTIONS STA 468+50 TO STA 472+00 C-818 941" = 5' C. PHELPS C. PHELPS E. FANSELAU E. FANSELAU SEP 30, 2022 ADD ALTERNATIVE Page 190 of 390 ALIGNMENT "T" STA 472+50 578 580 585 590 578 580 585 590 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 5 8 3 . 8 3 SH L D R OF F = - 7 . 0 0 EL = 5 8 3 . 7 3 CATCH OFF=-7.17 EL=583.64 SH L D R OF F = 7 . 0 0 EL = 5 8 3 . 9 4 CATCH OFF=8.31 EL=583.28 ALIGNMENT "T" STA 473+00 578 580 585 590 578 580 585 590 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 5 8 3 . 4 4 SH L D R OF F = - 7 . 0 0 EL = 5 8 3 . 3 3 CATCH OFF=-7.25 EL=583.46 SH L D R OF F = 7 . 0 0 EL = 5 8 3 . 5 4 CATCH OFF=8.01 EL=583.04 ALIGNMENT "T" STA 473+50 578 580 585 590 578 580 585 590 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 5 8 3 . 0 4 SH L D R OF F = - 7 . 0 0 EL = 5 8 2 . 9 4 CATCH OFF=-7.13 EL=583.00 SH L D R OF F = 7 . 0 0 EL = 5 8 3 . 1 5 CATCH OFF=7.74 EL=582.78 ALIGNMENT "T" STA 474+00 578 580 585 590 578 580 585 590 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 5 8 2 . 6 5 SH L D R OF F = - 7 . 0 0 EL = 5 8 2 . 5 5 CATCH OFF=-7.14 EL=582.62 SH L D R OF F = 7 . 0 0 EL = 5 8 2 . 7 6 CATCH OFF=7.26 EL=582.63 ALIGNMENT "T" STA 474+50 578 580 585 590 578 580 585 590 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 5 8 2 . 2 6 SH L D R OF F = - 7 . 0 0 EL = 5 8 2 . 1 5 CATCH OFF=-7.12 EL=582.09 SH L D R OF F = 7 . 0 0 EL = 5 8 2 . 3 6 CATCH OFF=7.73 EL=582.00 ALIGNMENT "T" STA 475+00 578 580 585 590 578 580 585 590 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 5 8 1 . 8 6 SH L D R OF F = - 7 . 0 0 EL = 5 8 1 . 7 6 CATCH OFF=-7.24 EL=581.64 SH L D R OF F = 7 . 0 0 EL = 5 8 1 . 9 7 CATCH OFF=7.43 EL=581.75 ALIGNMENT "T" STA 475+50 578 580 585 590 578 580 585 590 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 5 8 1 . 4 7 SH L D R OF F = - 7 . 0 0 EL = 5 8 1 . 3 6 CATCH OFF=-7.71 EL=581.72 SH L D R OF F = 7 . 0 0 EL = 5 8 1 . 5 7 CATCH OFF=7.36 EL=581.75 ALIGNMENT "T" STA 476+00 575 580 585 590 575 580 585 590 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 5 8 1 . 3 0 SH L D R OF F = - 7 . 0 0 EL = 5 8 1 . 2 0 CATCH OFF=-7.54 EL=581.47 SH L D R OF F = 7 . 0 0 EL = 5 8 1 . 4 1 CATCH OFF=7.63 EL=581.72 R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% -1.50%1.50% Project Client Plot Date:21 December 2022 - 6:37 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U OG FG LEGEND CROSS SECTIONS STA 472+50 TO STA 476+00 C-819 951" = 5' C. PHELPS C. PHELPS E. FANSELAU E. FANSELAU SEP 30, 2022 ADD ALTERNATIVE Page 191 of 390 ALIGNMENT "T" STA 476+50 575 580 585 590 575 580 585 590 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 5 8 1 . 9 8 SH L D R OF F = - 7 . 0 0 EL = 5 8 1 . 8 7 CATCH OFF=-8.03 EL=581.36 SH L D R OF F = 7 . 0 0 EL = 5 8 2 . 0 8 CATCH OFF=7.17 EL=582.17 ALIGNMENT "T" STA 477+00 575 580 585 590 575 580 585 590 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 5 8 2 . 6 5 SH L D R OF F = - 7 . 0 0 EL = 5 8 2 . 5 5 CATCH OFF=-10.64 EL=580.73 SH L D R OF F = 7 . 0 0 EL = 5 8 2 . 7 6 CATCH OFF=9.37 EL=581.57 ALIGNMENT "T" STA 477+50 575 580 585 590 575 580 585 590 0 5 10 15 200-5-10-15-20-25 CL T R A I L EL = 5 8 2 . 1 5 SH L D R OF F = - 7 . 0 0 EL = 5 8 2 . 0 4 CATCH OFF=-10.26 EL=580.41 SH L D R OF F = 7 . 0 0 EL = 5 8 2 . 2 5 CATCH OFF=8.99 EL=581.26 ALIGNMENT "T" STA 478+00 573 575 580 585 573 575 580 585 0 5 10 15 200-5-10-15-20-25 R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L R/ W RA I L C L -1.50%1.50% -50.0 0 % -1.50%1.50% -50.0 0 % -1.50%1.50% Project Client Plot Date:21 December 2022 - 6:37 PM N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwgPlotted By:Haytham Daas 0 B a r is one inch on or iginal size sheet Approved Date Author Drafting Check Designer Project Director Project No.Date Filename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agr eed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo.Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D SizeCITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. C64814No. R EGISTERE 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 N IACIVIL ER I K D . FANS E L A U OG FG LEGEND CROSS SECTIONS STA 476+50 TO STA 480+00 C-820 961" = 5' C. PHELPS C. PHELPS E. FANSELAU E. FANSELAU SEP 30, 2022 ADD ALTERNATIVE Page 192 of 390 Page 1 of 2 Agenda Item No: 8.d. MEETING DATE/TIME: 2/1/2023 ITEM NO: 2023-2308 AGENDA SUMMARY REPORT SUBJECT: Approve Plans and Specifications for the Fish Hatchery Supply Pump Replacement Project, Specification 23-04, and Direct Staff to Advertise for Bids. DEPARTMENT: Electric Utility PREPARED BY: Sonu Upadhyay, Senior Power Engineer PRESENTER: Sonu Upadhyay, Sr Power Engineer ATTACHMENTS: 1. Low Voltage Motors Fractional to 250 HP 2. Vertical Pumps 3. Mechanical Equipment Installation 4. Engineering Cost Estimate Summary: Council will consider approving the plans and specifications for the Fish Hatchery Supply Pump Replacement project, Specification 23-04, and direct Staff to advertise for bids. This project includes replacing the existing pumps so that there is available redundancy during operation. Background: Lake Mendocino Hydroelectric Plant (Plant) has been in operation since 1986 and provides up to 10% of the city's energy needs with clean, renewable energy. The plant has two (2) hydro-generation units, one (1) 1000 kW and one (1) 2500 kW unit. It is located adjacent to the Lake Mendocino Fish Hatchery. The Fish Hatchery is operated by the California Department of Fish and Game and provides a vital role in restoring steelhead populations to the Russian River. As a condition of the Plant's operation, the City is required to provide, operate, and maintain a water supply system as outlined in Article 35 of the Federal Energy Regulatory Commission (FERC) license. The Fish Hatchery operates between December and May, every year, and requires fifteen (15) CFS of water flow continuously. During normal operation, water for the Fish Hatchery is delivered through a 12” gravity-fed line. There are two (2) 60 hp pumps that serve as a backup to the gravity-fed supply line. When the plant is in bypass mode due to flood control measures managed by the Army Corps of Engineers, electric pumps are used to serve the hatchery, and diesel pumps are brought in to serve as a backup. Historically, the cost for renting these backup pumps has been just under $10,000 per month, per pump. Discussion: During the recent flood control measures, the hatchery needed three (3) backup pumps to provide the required fifteen (15) CFS. To avoid significant time and cost expended to procure and install the diesel pumps, Staff is recommending upgrading the existing pumps to two (2) 120 hp pumps to ensure adequate flow and redundancy for the hatchery. Upgrading the existing pumps will provide redundancy during operation. One pump will act as the primary pump and the other as a backup, thus eliminating the need for renting diesel pumps. This project is scheduled to take place during the months of June through November since the hatchery is not operational during that period. These new pumps will require new motors, but the existing pumping platform and supports are to be used if acceptable. There is $130,000 included in the engineer's estimate in the event the existing pumping platform and piping need modification. Plans and specifications for the Fish Hatchery Supply Pump Replacement project, Page 193 of 390 Page 2 of 2 Specification 23-04, are provided as Attachments 1-3. The total estimated cost for this project, including the $130,000 contingency mentioned above, is $432,500 (Attachment 4). The project is budgeted in the FY23 Capital Improvement Project list. Staff recommends approval of plans and specifications for the Fish Hatchery Supply Pumps Replacement project. Recommended Action: Approve Plans and Specifications for Fish Hatchery Supply Pump Replacement project, Specification 23-04, and Direct Staff to Advertise for Bids. BUDGET AMENDMENT REQUIRED: Yes CURRENT BUDGET AMOUNT: 80126100.80230.18037 $260,000 PROPOSED BUDGET AMOUNT: 80126100.80230.18037: $432,500 FINANCING SOURCE: Bond Proceeds PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A COORDINATED WITH: Cindy Sauers, Electric Utility Director; Mary Horger, Financial Services Manager. DIVERSITY-EQUITY INITIATIVES (DEI): CLIMATE INITIATIVES (CI): 4b – Maintain wild lands. Page 194 of 390 June 21, 2022 CITY OF UKIAH Low Voltage Motors Fractional to 250 HP Specification ES-113 PROJECT NUMBER: 162992 PROJECT CONTACT: Jason Marenda EMAIL: JASON.MARENDA@POWERENG.COM PHONE: 208-788-0305 Attachment 1 Page 195 of 390 POWER ENGINEERS, INCORPORATED FISH HATCHERY SUPPLY PUMPS REPLACEMENT LOW VOLTAGE MOTORS FRACTIONAL TO 250 HP MTL 315-0164 162992 ES-113 - i REV. 0 6/21/22 Low Voltage Motors Fractional to 250 HP Specification ES-113 PREPARED FOR: CITY OF UKIAH PREPARED BY: M. STALLINGS REVISION HISTORY DATE REVISED BY CHECKED BY APPROVED BY REVISION 3/19/21 M. Stallings J. Wiley J. Marenda A- Issued For Review 6/21/22 K. Witherspoon J. Wiley J. Marenda 0 – Issued For Bid Page 196 of 390 POWER ENGINEERS, INCORPORATED TABLE OF CONTENTS FISH HATCHERY SUPPLY PUMPS REPLACEMENT LOW VOLTAGE MOTORS FRACTIONAL TO 250 HP MTL 315-0164 162992 ES-113 - ii REV. 0 6/21/22 1 SCOPE................................................................................................................................1 2 GENERAL REQUIREMENTS .........................................................................................1 2.1 Work to be Provided by Seller .........................................................................................1 2.2 Applicable Publications ....................................................................................................1 3 DETAILED REQUIREMENTS .........................................................................................1 3.1 Design and Service Conditions .......................................................................................1 3.2 Materials .............................................................................................................................3 3.3 Construction Features ......................................................................................................3 3.4 Cleaning and Painting ......................................................................................................5 3.5 Packaging, Shipping and Storage ..................................................................................6 4 INSTALLATION .................................................................................................................7 5 TESTING ............................................................................................................................7 5.1 Shop Tests .........................................................................................................................7 5.2 Field Tests ..........................................................................................................................7 6 INFORMATION TO BE SUBMITTED ............................................................................7 TABLES: TABLE 1 PROJECT REQUIREMENTS TABLE 2 TECHNICAL DATA SUPPLIED BY SELLER REFERENCE DOCUMENTS: MS-002 VERTICAL PUMP SPECIFICATION MS-003 MECHANICAL INSTALLATION SPECIFICATION Page 197 of 390 POWER ENGINEERS, INCORPORATED FISH HATCHERY SUPPLY PUMPS REPLACEMENT LOW VOLTAGE MOTORS FRACTIONAL TO 250 HP MTL 315-0164 162992 ES-113 - 1 REV. 0 6/21/22 1 SCOPE This Specification covers requirements for the design, manufacture, shop testing, packaging, and delivery of low voltage motors rated up to and including 250 Horsepower. 2 GENERAL REQUIREMENTS 2.1 Work to be Provided by Seller Seller shall furnish all labor, materials, tools and equipment for the completion of the following Work as shown on the Contract Drawings and specified herein: 2.1.1 Design, manufacture, and shop test all motors. 2.1.2 Furnish all documentation. 2.2 Applicable Publications The latest edition and addenda of the following publications in effect on the date of January 31, 2019 are a part of this Specification and, where referred to by title or basic designation only, are applicable to the extent indicated by the specific reference: American Bearing Manufacturers Association (ABMA) ABMA 9 Load Ratings and Fatigue Life for Ball Bearings ABMA 11 Load Ratings and Fatigue Life for Roller Bearings National Electrical Manufacturers Association (NEMA) MG 1 Motors and Generators MG 2 Safety Standard for Construction and Guide for Selection, Installation and Use of Electric Motors and Generators National Fire Protection Association (NFPA) 70 (ANSI C1) National Electrical Code 3 DETAILED REQUIREMENTS 3.1 Design and Service Conditions Each motor shall be designed for the service conditions specified in TABLE 1, "PROJECT REQUIREMENTS", hereinafter referred to as TABLE 1, and in accordance with the requirements hereinafter described. In general, electrical motors will be supplied with the driven equipment and will be premium efficiency grade motor. In sizing motors, no portion of a motor's service factor above 1.0 shall be used in normal Page 198 of 390 POWER ENGINEERS, INCORPORATED FISH HATCHERY SUPPLY PUMPS REPLACEMENT LOW VOLTAGE MOTORS FRACTIONAL TO 250 HP MTL 315-0164 162992 ES-113 - 2 REV. 0 6/21/22 continuous operation of the motor. Voltage, phase, and frequency shall be as listed in TABLE 1. AC motors 1/3 HP in size and larger shall be of the squirrel-cage induction type rated for full- voltage starting on the 3-phase power source specified in TABLE 1. AC motors smaller than 1/3 HP in size shall be of the capacitor-start induction-run type rated for operation on the single-phase power source specified in TABLE 1. DC motors shall have winding types as required by Seller's standard design for the application, and be suitable for operation on the dc power source specified in TABLE 1. DC motors rated for 220 volts shall have a maximum terminal voltage of 280 volts. Minimum operating voltage for 220V motor shall not be less than 184V. All motors shall be in accordance with NEMA MG 1 and MG 2. Motors will be sized to at least a 10% capacity margin above that of the rated horsepower requirement of the driven equipment. 3.1.1 Temperature Rise Motor operating temperatures shall be based on temperature rise measured by the resistance method. The maximum temperature rise for insulated windings of motors when operated at rated load under rated operating conditions shall not exceed the NEMA MG 1 values for Class B insulation, regardless of the insulation used. 3.1.2 Motor Torques All motors shall have torque characteristics suitable for the driven load, and shall be able to start fully loaded and to accelerate their connected loads to rated speed with only the minimum percent of motor rated voltage at the terminals specified in TABLE 1. 3.1.3 Safe Stall Time All motors shall have a safe stall time equal to or greater than the maximum accelerating time under the minimum starting voltage conditions specified. 3.1.4 Starting Current Starting current at full voltage shall not exceed 650 percent of the motor full load current for all alternating current motors. DC motors shall be rated for use with starters that limit the starting current to a maximum of 400 percent of motor rated full load current. 3.1.5 Coordination with Driven Equipment Seller shall be responsible for fully coordinating the design and construction of the motors with the mounting arrangement, alignment, connection, end play, direction of rotation, vibration and other applicable requirements of the driven equipment. The motor performance shall be coordinated with the required performance of the driven equipment. Page 199 of 390 POWER ENGINEERS, INCORPORATED FISH HATCHERY SUPPLY PUMPS REPLACEMENT LOW VOLTAGE MOTORS FRACTIONAL TO 250 HP MTL 315-0164 162992 ES-113 - 3 REV. 0 6/21/22 3.2 Materials All materials shall be new and shall be selected by Seller to perform under the operating and environmental conditions specified herein. 3.3 Construction Features 3.3.1 Enclosures Enclosures shall be of the type specified in TABLE 1. Screens, when used for ventilation openings, shall be corrosion resistant and shall be removable to permit convenient access for inspection or cleaning of the motor windings and for checking of air gap clearances. 3.3.2 Insulation The class of insulation shall be as specified in TABLE 1. Insulation shall have treatment to assure protection against moderate amounts of moisture, light acid conditions, and conducting dust. 3.3.3 Bearings and Lubricating Systems Antifriction bearings shall be provided in accordance with Seller's standard design for the motor application. Antifriction bearings shall be designed to minimize likelihood of over-lubricating, shall be sealed against the entry of dust and escape of lubricant, and provided with means for flushing old lubricant and introducing new lubricant. Minimum rating life, in accordance with ANSI B3.15 and B3.16, shall be 15 years. If Seller's motor design requires pressure-lubricated bearings, then all components of the lubrication system shall be furnished complete. The lubrication system shall be such that the motor can be successfully started and run for at least 20 minutes without the pressure lubrication system in operation and without bearing damage. Bearing lubricant shall be rated for the ambient temperature specified in TABLE 1, under 3.1. 3.3.4 Vibration All motors shall be balanced in accordance with NEMA MG 1. 3.3.5 Terminal Boxes Terminal or conduit boxes shall be furnished for each motor. For motors 50HP and above, size of the terminal box shall be the next larger size than standard for the motor to be furnished. All motor terminal boxes shall have a pre-installed threaded knock out to accommodate the Motor feeders. Page 200 of 390 POWER ENGINEERS, INCORPORATED FISH HATCHERY SUPPLY PUMPS REPLACEMENT LOW VOLTAGE MOTORS FRACTIONAL TO 250 HP MTL 315-0164 162992 ES-113 - 4 REV. 0 6/21/22 For all motors larger than one horsepower, the terminal boxes shall be of the split type capable of being rotated through 360 degrees in 90 degree increments without exceeding the motor outline. Terminal boxes for the main power leads for all motors shall be on the right side of motor when viewed from non-coupling end unless otherwise specified. 3.3.6 Terminal Connectors Seller shall furnish terminal connectors for the internal motor leads. 3.3.7 Space Heaters Motors 50 HP and above, NEMA frame size 180 and larger, or when specified in TABLE 1, shall be provided with space heaters rated 115 volts, single phase, sized to maintain motor internal temperature above the dew point when motor is at rest. Space heater leads shall be terminated in a terminal box separate from that for the main motor leads or other accessory devices. The space heater shall be located to facilitate removal and replacement. Size of individual space heater elements shall be limited to 1800 watts. If more than 1800 watts of heating power are required, the number of heating elements to be provided shall be commensurate with the power required, and all leads shall be brought to the space heater terminal box to permit multiple phase connections by Buyer. 3.3.8 Mounting and Doweling Horizontal motors shall be of the foot mounted type; vertical motors shall be of the flange- mounted type. 3.3.9 Grounding Each motor shall have a threaded hole in the motor frame with either a bronze bolt and lock washer or a bronze post-type connector for connection to an external ground conductor. The hole shall be for a 1/2 inch bolt or post-type connector, except for motors of 100 HP or less where the size of the bolt or post-type connector may be 3/8 inch. The hole in the motor frame shall be threaded to a depth not less than 1-1/2 times the diameter of the hole to ensure a firm connection. If necessary, a metal pad shall be bonded to the motor frame to provide this depth for the threaded hole. The grounding means shall be located on the same side of the motor as the main lead terminal box. 3.3.10 Nameplates A stainless steel nameplate shall be attached to each tank in a clearly visible, easily accessible location. The nameplates shall be stamped with information required by applicable code(s). The tag shall include the connection diagram for all dual-voltage or multi speed motors and the starting duty and list ABMA bearing identification number for motors furnished with rolling element bearings. The nameplate shall be stamped with the following information, as a minimum: Page 201 of 390 POWER ENGINEERS, INCORPORATED FISH HATCHERY SUPPLY PUMPS REPLACEMENT LOW VOLTAGE MOTORS FRACTIONAL TO 250 HP MTL 315-0164 162992 ES-113 - 5 REV. 0 6/21/22 Manufacturer's name Manufacturer's model number Manufacturer's shop order number Manufacturer's serial number Project Identification Number Buyer's equipment tag number Service factor Type of Equipment A stainless steel identification tag shall be mounted on each separately shipped valve in a conspicuous place which shall be shown on the valve assembly drawing submitted. The mounting shall not adversely affect the strength of the item to which the tag is attached. The information shown on the tag shall include the size of the valve, ANSI rating, manufacturer's name, manufacturer's serial number, body and trim material, and Buyer's tag number. All instruments and control devices shall be properly tagged with Buyer's tag numbers prior to shipment. 3.3.11 Drain Holes Totally enclosed motors shall have drain holes with removable plugs located so that water resulting from condensation or other causes can be drained from all pockets in the motor enclosures. All other motors shall have drain openings to prevent accumulation of water in the motor. 3.3.12 Lifting Means Motors weighing more than 50 pounds shall be provided with eye bolts for use in lifting the motor without disassembly. If vertical motors are provided the lifting eye bolts shall be provided at 180°. 3.3.13 VFD Duty Motors must be suitable for VFD inverter duty application when variable speed drives are specified in the driven equipment specification. 3.4 Cleaning and Painting 3.4.1 Internal Surfaces All internal surfaces shall be free of gross contaminants such as heavy deposits of mill or heat treating scale, oil, oxide films, slag, flux, weld splatter, dirt, metal chips, and abrasive particles. Achievement of this criterion shall be determined by visual inspection. Page 202 of 390 POWER ENGINEERS, INCORPORATED FISH HATCHERY SUPPLY PUMPS REPLACEMENT LOW VOLTAGE MOTORS FRACTIONAL TO 250 HP MTL 315-0164 162992 ES-113 - 6 REV. 0 6/21/22 Seller's cleaning plan shall assure that cleaning materials do not adversely affect the surface or base metal in the cleaning, manufacturing, or operational environments and that once established the cleanness level will be maintained during subsequent manufacturing, shipping, and storing. Mechanical, solvent, or chemical methods may be used subject to the following restrictions. Abrasive blasting shall not be used on surfaces containing areas where grit can accumulate and not be readily removed by subsequent cleaning, rinsing, or flushing. Acid cleaning or pickling shall not be used where other cleaning methods are sufficient. Nitric-hydrofluoric acid shall not be used on austenitic stainless steel or other alloy surfaces which may be sensitized after welding. Chlorinated cleaning materials shall not be used on stainless steel or nickel base alloy surfaces. Only alkaline cleaners and water shall be used on ferrous and nickel base alloy surfaces containing areas in which cleaning materials may collect and not be removed by subsequent cleaning, rinsing, or flushing. 3.4.2 External Surfaces External surfaces shall be smooth and free of gross contaminants such as heavy scale, rust, sand, blisters, weld splatter, metal chips, and heavy deposits of oil or grease. External surfaces, with the exception of machine finished surfaces and edges prepared for field welding for a distance of 1-1/2 inches from the welding edge, shall be given a shop coat of corrosion resistant paint capable of withstanding temperatures to the design temperature plus 50 degrees Fahrenheit without loss of its protective integrity. All edges prepared for field welding shall be protected against corrosion during shipment, storage, and installation with the application of one (1) coat of a rust inhibiting coating (Deoxaluminite or equal). Machine finished surfaces shall be protected against corrosion during shipment, storage, and installation with the application of one (1) coat of water soluble, rust inhibiting coating. 3.5 Packaging, Shipping and Storage All equipment and accessories shall be adequately prepared and packed to protect against damage during shipping, receiving, handling, and for a period of outdoor storage. Seller shall identify in writing all special storage and preventive maintenance requirements to be applied after the receipt of the equipment at the construction site. Whenever size permits, the equipment and any accessories shall be packed securely in weatherproof crates. If the equipment or any component is too large for packing in a crate, it shall be placed on skids and protected with an overwrap. Overwrap material shall be moisture proof, heat sealable, and strong enough to resist tearing, shredding, and piercing. In order to prevent damage during shipments, Seller shall carefully pack and brace all Page 203 of 390 POWER ENGINEERS, INCORPORATED FISH HATCHERY SUPPLY PUMPS REPLACEMENT LOW VOLTAGE MOTORS FRACTIONAL TO 250 HP MTL 315-0164 162992 ES-113 - 7 REV. 0 6/21/22 components either within shipping container or on carrier. Containers shall be identified with Purchase Order (PO) number, Buyer’s name, and destination address. Each container shall include a Bill of Materials. Weight lift points or the center of gravity shall be marked on the crate or skid to facilitate handling. Prior to shipment, equipment shall be completely drained. When such drainage requires the removal of plugs, drain valves, etc., Seller shall be responsible that these parts are reinstated or reassembled prior to shipment. Equipment shall be adequately supported for shipment. All loose parts shall be crated and./or boxed for shipment. Each box shall be appropriately marked for identification purposes. Weight-lift points or the center of gravity shall be marked on the crate or skid to facilitate handling. All motor leads and other motor entrances to internal wiring shall be effectively protected or sealed, to prevent entrance of moisture, dust, and dirt. The shaft extension shall be protected to prevent damage during shipment. Metal straps, fasteners or covers shall not be tack welded to any manufactured part. To facilitate rapid installation and reduce field erection time and site congestion, all equipment shall be shop assembled to the maximum extent practicable before shipment to site. 4 INSTALLATION Motors forming an integral part of pre-packaged equipment shall be installed in accordance with NEMA MG 2 and NFPA 70. Seller shall furnish technical assistance for field installation. 5 TESTING 5.1 Shop Tests Seller shall conduct shop tests on all assembled motors in accordance with the requirements of NEMA MG 1-12.51 and NEMA MG 1-20.46. Seller shall provide certified test reports covering the shop tests conducted. 5.2 Field Tests Field tests will be performed by Buyer upon each motor after installation for the purpose of verifying that the overall performance of the equipment complies with Specification requirements. 6 INFORMATION TO BE SUBMITTED BY SELLER Seller shall complete and submit the attached TABLE 2, “TECHNICAL DATA SUPPLIED BY SELLER”. Seller shall provide sufficient information to define the equipment being provided. Page 204 of 390 TABLE 1 PROJECT REQUIREMENTS Sheet 1 of 1 FISH HATCHERY SUPPLY PUMPS REPLACEMENT LOW VOLTAGE MOTORS FRACTIONAL TO 250 HP MTL 315-0164 162992 ES-113 REV. 0 6/21/22 Spec Para Item 3.1 Driven Equipment 2 x 100% Vertical Pumps Tag Number Power Source, 3 Phase, Volts/Hertz 480/60 Motor Rated Voltage, 3 Phase V/Hertz 460/60 Power Source, 1 Phase, Volts/Hertz 120/60 Power Source, DC Volts 125 Location, Indoors or Outdoors Outdoors Ambient Temp, Max oF See Specification MS-002 – Vertical Pumps Altitude, Feet Above Sea Level See Specification MS-002 – Vertical Pumps Service Factor 1.15 Minimum Power Factor 0.85 3.1.2 Percent Starting Voltage 80% to 110% of rated voltage 3.3.1 Enclosure Type TEFC 3.3.2 Insulation Class F 3.3.3 Temperature Rise 80ºC Max 3.3.7 Space Heaters Required Yes: for motors 50 HP and greater or NEMA frame size 180 and larger Legend: NA = Not Applicable X = Required Enclosure Types: DP = Open-Drip-Proof EP = Totally Enclosed, Explosion Proof WPI = Weather Protected NEMA Type I WPII = Weather Protected NEMA Type II TEFC = Totally Enclosed, Fan Cooled TENV = Totally Enclosed, Non-Ventilated TEAO = Totally Enclosed, Air Over Page 205 of 390 TABLE 2 TECHNICAL DATA SUPPLIED BY SELLER Sheet 1 of 6 FISH HATCHERY SUPPLY PUMPS REPLACEMENT LOW VOLTAGE MOTORS FRACTIONAL TO 250 HP MTL 315-0164 162992 ES-113 REV. 0 6/21/22 I. GENERAL DATA 1. Quantity 2. Manufacturer 3. Manufacturer's Designation 4. Manufacturer's Frame Number II. MECHANICAL DATA 1. Driven Equipment 2. Bearings: a. Type b. Catalog Numbers 3. Ventilation Type 4. Quantity of Cooling Air 5. Lubricant Type 6. Method of Adding Lubricant 7. Description of Lubricating System Page 206 of 390 TABLE 2 TECHNICAL DATA SUPPLIED BY SELLER Sheet 2 of 6 FISH HATCHERY SUPPLY PUMPS REPLACEMENT LOW VOLTAGE MOTORS FRACTIONAL TO 250 HP MTL 315-0164 162992 ES-113 REV. 0 6/21/22 8. Recommended Intervals for Replacing Lubricant: 9. Quantity of Lubricant Required 10. Cooling Water Requirements for Water-Cooled Bearings: 11. Oil Pressure Limits for Pressure Oiled Bearings: 12. Temperature Rise of Oil through the Bearing (°C): 13. Temperature Rise of Bearing (°C): a. With Oil Flow b. Without Oil Flow 14. Winding Temperature Detector(s): a. Quantity b. Type 15. Bearing Temperature Detector(s): a. Quantity b. Type Page 207 of 390 TABLE 2 TECHNICAL DATA SUPPLIED BY SELLER Sheet 3 of 6 FISH HATCHERY SUPPLY PUMPS REPLACEMENT LOW VOLTAGE MOTORS FRACTIONAL TO 250 HP MTL 315-0164 162992 ES-113 REV. 0 6/21/22 16. Rotor Material III. ELECTRO-MECHANICAL DATA 1. Rated Horsepower 2. Speed (rpm) 3. Time Rating 4. Service Factor 5. Rotation Limitations (if any) 6. Full Load Torque (lb-ft) 7. Pull Up Torque (% full load) 8. Breakdown Torque (% full load) 9. Locked Rotor Torque (% full load) 10. VFD duty suitable IV. ELECTRICAL DATA 1. Voltage 2. Number of Phases 3. Frequency 4. Code Letter 5. Design Letter 6. Full Load Current 7. Locked Rotor Current (% full load A) 8. Minimum Starting Voltage Page 208 of 390 TABLE 2 TECHNICAL DATA SUPPLIED BY SELLER Sheet 4 of 6 FISH HATCHERY SUPPLY PUMPS REPLACEMENT LOW VOLTAGE MOTORS FRACTIONAL TO 250 HP MTL 315-0164 162992 ES-113 REV. 0 6/21/22 9. Insulation Class 10. Full Load Temperature Rise (°C) 11. Safe Stalled Time (sec) 12. Terminal Connectors: a. Lug Type b. Catalog Number(s) 13. Internal Power Lead Sizes 14. Phase Rotation of Power Leads 15. Grounding Means: a. Location b. Connection Type 16. Limitations (if any) on Frequency of Starting: Page 209 of 390 TABLE 2 TECHNICAL DATA SUPPLIED BY SELLER Sheet 5 of 6 FISH HATCHERY SUPPLY PUMPS REPLACEMENT LOW VOLTAGE MOTORS FRACTIONAL TO 250 HP MTL 315-0164 162992 ES-113 REV. 0 6/21/22 17. Space Heaters: a. Quantity b. Watts/Volts 18. Surge Protection Devices: a. Quantity b. Type 19. X/R Ratio V. PHYSICAL DATA 1. Enclosure 2. Net Weight of Motor 3. Conduit Opening Size VI. ADDITIONAL DATA 1. Efficiency at Rated Voltage and Frequency For: a. Full Load b. 3/4 Rated Load c. 1/2 Rated Load d. 1/4 Rated Load Page 210 of 390 TABLE 2 TECHNICAL DATA SUPPLIED BY SELLER Sheet 6 of 6 FISH HATCHERY SUPPLY PUMPS REPLACEMENT LOW VOLTAGE MOTORS FRACTIONAL TO 250 HP MTL 315-0164 162992 ES-113 REV. 0 6/21/22 2. Power Factor at Rated Voltage and Frequency For: a. Full Load b. 3/4 Rated Load c. 1/2 Rated Load d. 1/4 Rated Load 3. Critical Speed, if Less Than 130 Percent of Synchronous Speed: 4. Winding Resistance Between Terminals: 5. Locked Rotor Current / kVA 6. Locked Rotor Power Factor 7. Acceleration Time at Minimum Starting Voltage (sec): 8. Composite Speed-Torque Curves of Motor and Driven Equipment: 9. Motor curves a. % efficiency vs. horsepower b. % PF vs. horsepower c. % PF and starting current vs. speed d. Starting current vs. time e. Time current heating curves at 80% and 100% motor rated voltage. Page 211 of 390 June 21,2022 CITY OF UKIAH Fish Hatchery Supply Pumps Replacement Ukiah, CA Vertical Pumps Specification MS-002 PROJECT NUMBER: 162992 PROJECT CONTACT: Jason Marenda EMAIL: JASON.MARENDA@POWERENG.COM PHONE: 208-788-0305 Attachment 2 Page 212 of 390 POWER ENGINEERS FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS MTL 315-0163 162992 SPECIFICATION MS-002 REV. 0 (6/21/22) Vertical Pumps Specification MS-002 PREPARED FOR: CITY OF UKIAH PREPARED BY: SCOTT REARDON REVISION HISTORY DATE REVISED BY CHECKED BY APPROVED BY REVISION 3/19/2021 S. Reardon J. Wiley J. Marenda A - Issued For Review 6/21/2022 S. Reardon J. Wiley J. Marenda 0 – Issued for Bid Page 213 of 390 VERTICAL PUMPS FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS MTL 315-0163 162992 SPECIFICATION MS-002 REV. 0 (6/21/22) TABLE OF CONTENTS PART 1 - GENERAL .................................................................................................................................. 1 1.1 SUMMARY .................................................................................................................................. 1 1.2 FURNISHED BY SELLER .......................................................................................................... 1 1.3 FURNISHED BY CONTRACTOR .............................................................................................. 1 1.4 FURNISHED BY OTHERS ......................................................................................................... 1 1.5 RELATED SECTIONS ................................................................................................................ 2 1.6 CODES AND STANDARDS ....................................................................................................... 2 1.7 DEFINITIONS .............................................................................................................................. 3 1.8 SYSTEM DESCRIPTION ............................................................................................................ 3 1.9 ALTERNATIVES ......................................................................................................................... 6 1.10 SUBMITTALS ............................................................................................................................. 6 1.11 SITE CONDITIONS ..................................................................................................................... 7 PART 2 - PRODUCTS ............................................................................................................................... 7 2.1 MATERIALS AND WELDING ................................................................................................... 7 2.2 EQUIPMENT ............................................................................................................................... 9 2.3 COMPONENT ............................................................................................................................ 10 2.4 ELECTRICAL REQUIREMENTS............................................................................................. 13 2.5 INSTRUMENTATION AND CONTROL REQUIREMENTS .................................................. 13 2.6 CIVIL AND STRUCTURAL ..................................................................................................... 13 2.7 FABRICATION .......................................................................................................................... 13 2.8 SOURCE QUALITY CONTROL ............................................................................................... 15 PART 3 - EXECUTION ........................................................................................................................... 17 3.1 SPARE PARTS AND SPECIAL TOOLS ................................................................................... 17 3.2 FIELD QUALITY CONTROL ................................................................................................... 18 3.3 COMMISSIONING .................................................................................................................... 18 PART 4 - ATTACHMENTS .................................................................................................................... 19 4.1 SCHEDULE FOR SUBMISSION OF DRAWINGS AND DATA ............................................. 19 4.2 TECHNICAL DATASHEETS BY PURCHASER ..................................................................... 21 4.3 TECHNICAL DATASHEETS BY SELLER .............................................................................. 24 4.4 WATER ANALYSIS .................................................................................................................. 31 Page 214 of 390 VERTICAL PUMPS FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS MTL 315-0163 162992 SPECIFICATION MS-002 REV. 0 (6/21/22) PART 1 - GENERAL 1.1 SUMMARY A. This Section of the specification covers the requirements for the design, manufacture, shop testing, packaging, storage and handling, shipping, and technical direction of installation and field testing of vertical centrifugal pumps. The vertical centrifugal pumps will be installed for service in pumping water to fish hatchery with details specified in SECTION 4.2, "TECHNICAL DATASHEETS BY PURCHASER," hereinafter referred to as SECTION 4.2. 1.2 FURNISHED BY SELLER A. Pump Seller shall provide the following Work as specified herein: 1. Design and manufacture vertical centrifugal pumps, including all seals, bearing lubrication systems, couplings, coupling guards, drivers, baseplates/support systems and other standard accessories or as specified herein. 2. Design and manufacture motor drivers. 3. Spare parts and consumables required for installation and startup. 4. Any special tools and lifting devices required for installation, maintenance, and operation. 5. Perform shop testing. 6. Perform cleaning and finishing. 7. Package and ship vertical centrifugal pumps and motor drivers. 8. Provide technical direction of the installation and field testing of pumps. 9. Drawings and design data to support facility design, construction, and maintenance 10. Furnish all documentation. 1.3 FURNISHED BY CONTRACTOR A. Installation Contractor shall provide the following: 1. Unloading at site, storage, and installation 2. Any needed modifications to supporting steel, and anchor bolts 3. Piping external to pump units 4. Installation at site, material lay-down area defined by the Owner 5. Field inspection and testing 6. Field touch up painting 1.4 FURNISHED BY OTHERS A. The following will be provided by the Owner or others, not in the Installation Contractor or Pump Sellers Scope. 1. Motor starters and power wiring 2. DCS configuration and graphics programming 3. Electrical, instrumentation and control wiring Page 215 of 390 VERTICAL PUMPS FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS MTL 315-0163 162992 SPECIFICATION MS-002 REV. 0 (6/21/22) 4. Instrumentation 1.5 RELATED SECTIONS A. MS-003 - Mechanical Equipment Installation B. ES-113 LOW VOLTAGE MOTORS 1.6 CODES AND STANDARDS A. The latest edition and addenda of the following publications in effect on the date of Contract Award are a part of this Specification: 1. US Department of Labor, Code of Federal Regulations (CFR) a. 29 CFR 1910 Occupational Safety and Health Standards 2. American National Standards Institute (ANSI) a. ANSI/HI 2.3 American National Standard for Vertical Pumps Design and Application 3. American Society of Mechanical Engineers (ASME) a. ASME B1.1 Unified Inch Screw Threads b. ASME B2.1 Pipe Threads c. ASME B16.11 Forged Steel Fittings, Socket-Welding and Threaded d. ASME B16.47 Large Diameter Steel Flanges e. ASME B16.5 Pipe Flanges and Flanged Fittings f. ASME B31.1 Power Piping g. ASME BPVC Section IX - Qualification Standard for Welding and Brazing Procedures, Welders, Brazers, and Welding and Brazing Operators 4. International Organization for Standardization a. ISO 10816 Mechanical Vibration: Evaluation of machine vibration by measurements on non-rotating parts 5. American Society for Testing and Materials (ASTM) a. ASTM A48 Gray Iron Castings b. ASTM A53 Standard Specification for Pipe, Steel, Black and Hot-Dipped Zinc Coated, Welded, and Seamless c. ASTM A106 Seamless Carbon Steel Pipe for High Temperature Service d. ASTM A276 Stainless and Heat-Resisting Steel Bars and Shapes e. ASTM A312 Seamless and Welded Austenitic Stainless Steel Pipe f. ASTM A436 Austenitic Gray Iron Castings Page 216 of 390 VERTICAL PUMPS FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS MTL 315-0163 162992 SPECIFICATION MS-002 REV. 0 (6/21/22) g. ASTM A515 Pressure Vessel Plates, Carbon Steel, For Intermediate- and Higher-Temperature Service h. ASTM A744 Corrosion-Resistant Iron-Chromium-Nickel and Nickel- Base Alloy Castings for Severe Service i. ASTM B584 Copper Alloy Sand Castings for General Applications 6. Hydraulic Institute a. Hydraulic Institute Standards for Centrifugal, Rotary and Reciprocating Pumps 7. American Petroleum Institute a. API 610 Centrifugal Pumps for Petroleum, Petrochemical, and Natural Gas Industries b. API 682 Pumps Shaft Sealing Systems for Centrifugal and Rotary Pumps 8. American Welding Society 9. Hydraulic Institute Standards 10. National Electric Manufacturers Association 11. Steel Structures Painting Council 1.7 DEFINITIONS None 1.8 SYSTEM DESCRIPTION A. Design Conditions and Performance Requirements 1. Seller shall guarantee the performance of the pumping equipment at the values submitted in the “TECHNICAL DATASHEET BY SELLER” Section 4.3. The guaranteed performance shall be based on the design conditions specified in SECTION 4.2 and shall be clearly indicated on Seller's pump performance characteristic curves. The tolerances on the guaranteed performance shall be in accordance with the Hydraulic Institute Standards. 2. The sound levels generated by Seller furnished pumping equipment during normal operation shall not exceed 85 dbA-weighted, slow response measured 3 feet horizontally from the base of the equipment and 5 feet above floor level on which the pumps are mounted. B. Pumps 1. The pumps shall be designed in accordance with the Hydraulic Institute Standards, Centrifugal Pump Section. 2. Vertical centrifugal pumps shall be designed for the conditions specified in SECTION 4.2, and for the pump arrangement shown on the Existing Equipment Drawings, 001-BM2. Page 217 of 390 VERTICAL PUMPS FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS MTL 315-0163 162992 SPECIFICATION MS-002 REV. 0 (6/21/22) 3. The quantity of pumps shall be as specified in SECTION 4.2. Each pump shall be suitable for direct connection to a vertical motor driver. 4. Pumps furnished for the same service shall be designed to operate continuously in parallel over the pump operating range without cavitation. 5. The pumps and motor drivers shall be designed for potential reverse operation during start- up and shut-off. 6. The pumps shall be designed to ensure that there will be adequate margin between required submergence and available submergence for satisfactory operation at run-out conditions. Refer to 001-BM2 Sheet 2 for minimum water level and pump platform height. 7. The pumps shall be capable of operating continuously at the minimum flow submitted in the "TECHNICAL DATA SUPPLIED BY BIDDER FOR VERTICAL CENTRIFUGAL PUMPS" without damage to the pumping equipment. 8. Seller shall prepare pump performance characteristic curves on which total head, brake horsepower, required submergence, and efficiency are plotted as functions of volumetric flow rate between shut-off and run-out. Total head and pump efficiency shall be defined in accordance with the Hydraulic Institute Standards. 9. Wetted pump parts shall be suitable for the water handled by pumps. The chemical analysis of water handled by each pump is specified in SECTION 4.4 . 10. At times the suspended solids in the pumped water can be high. Suction screens on the existing pumps get a build up of algae on them at some times of the year. Pumps should be supplied with suction screens with maximum surface area to limit the impact of this possible algae build-up. 11. Water for bearings and seals shall be supplied either from the pump discharge header. 12. When water for bearings and seals is supplied from the pump discharge header, the pump will be required to run momentarily, at start-up, without lubricating and sealing water injection. 13. If water from the pump discharge header requires filtration or other processing prior to use for bearings and seals, Seller shall provide all necessary equipment as part of bearing lubricating and sealing water system. 14. Pumps shall be balanced so that peak to peak amplitude of rotor vibration in any plane measured at the upper motor driver bearing under design speed shall not exceed 1.5 mils (3 mils if 1800 rpm pump speed is specified in SECTION 4.2) over the pump operating range. 15. Pumps shall be designed for the continuous service life specified in SECTION 4.2. Pump components for which the service life cannot be expected shall be identified and shall be designed for ease of replacement and maintenance. 16. Pumps shall be “identical” as defined by the Hydraulic Institute standards. 17. The difference in flow for pumps shall not exceed 5 percent throughout the operating range. 18. Pumps shall be capable of both intermittent (start/stop) and continuous operation under flow conditions from minimum flow to runout conditions. C. Additional Technical Requirements 1. Manufacturer shall provide the necessary instrumentation connections on the equipment as required for the acceptance tests specified in PTC 8.2. 2. The Pump Manufacturer shall incorporate any provisions necessary to prevent or eliminate the potential for vortexing. 3. Seller shall take into consideration the existing pipe as shown on existing pump drawings, 001-BM@. To the greatest extent possible seller shall conform to the existing piping in order to prevent rerouting or manipulation of the piping configuration. Seller shall inform Purchaser of any potential piping alterations required for pump installation. Page 218 of 390 VERTICAL PUMPS FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS MTL 315-0163 162992 SPECIFICATION MS-002 REV. 0 (6/21/22) D. Design and Construction Features 1. General a. The pump assembly shall be of the non-pullout type. b. The discharge elbow shall be above the baseplate. c. To minimize equipment failure and damages caused by unproven components, Purchaser intends to install reliable, proven equipment and components which shall perform in accordance with the specifications. Seller shall disclose to Purchaser each design manufacturing procedure, component or assembly which does not have at least two (2) years satisfactory operating experience in similar service. Further, the vendor shall have manufactured at least two pumps of comparable design, power rating, speed, and discharge pressure. The failure to make such disclosures specifically and in writing shall extend Seller’s warranty to include all direct costs to Purchaser that may result from Seller’s use of such procedures, components or assemblies. 2. Coupling Guards a. Safety guards shall be provided for protection of personnel from all exposed moving and/or rotating machine elements in accordance with the requirements of the applicable section of 29 CFR 1910. b. Each guard shall be fabricated from ASTM A36 steel plate having a minimum thickness of 10 BWG and designed for easy installation and removal. c. Necessary supports and accessories shall be furnished with each guard. 3. Pump Column Pipe d. Each section of the pump column pipe shall have a flanged connection at each end. The flange faces shall be machined to ensure alignment of the column sections and gasketed to ensure a pressure-tight joint under all pump operating conditions. e. Joints in the pump column shall be flanged and bolted. f. The pump column shall be designed and constructed to provide accurate alignment automatically when the column is assembled. g. The pump discharge connection shall be flanged and drilled to match the ANSI requirements. h. The pump shall include provisions designed to resist the discharge thrust developed with the pump operating at shutoff head, the piping weight, and piping thermal expansion. 4. Pump Bowl Assembly a. Pump bowl assembly shall be flanged construction and shall house all impeller stages. b. Screwed in bowls will not be considered. 5. Stuffing Boxes, Seals, and Packing Glands a. Stuffing boxes, seals, and packing glands shall be provided as required between fixed and rotating parts and shall be designed for minimum leakage of lubricating Page 219 of 390 VERTICAL PUMPS FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS MTL 315-0163 162992 SPECIFICATION MS-002 REV. 0 (6/21/22) water. Seller shall furnish seal injection breakdown orifices as required to reduce pressure and to control injection flow. 6. Drive Support a. Each pump shall be provided with a cylindrical fabricated steel support pedestal for mounting the drive motor directly on the pump discharge head. The base shall be designed to support the total weight of the complete pumping unit and all imposed dynamic loads. b. Reinforcing ribs and braces, if required, shall be on the interior of the support base. c. Access holes that are sufficiently large, and in sufficient number, shall be provided for dismantling the drive shaft coupling and for maintenance and inspection of the pump seal. Access holes shall have bolted or hinged covers. d. The support pedestal shall be machined and drilled as required to receive and provide for proper alignment and securing of the drive motor to the pedestal. e. All bolts, nuts, washers, and pins required for securing the motor to the pedestal shall be furnished and shall be constructed with Type 316 stainless steel. f. Drive motor mountings shall be machined in accordance with dimensions supplied by the motor manufacturer. 7. Accessories a. Miscellaneous trim - All piping and valves required for seal or stuffing box injection water, air vent valves, oil level indicators, grease lubricators, and other miscellaneous accessories shall be furnished by the pump manufacturer. All wetted parts (valve, tubing, etc.) are to match or exceed the characteristics of the casing materials. b. Pump suction screen to be provided with maximum surface area to reduce the clogging from algae and other vegetation in the after bay. The water source is at times known to have high levels of algae clogging the existing pump screens. 8. Reliability a. Pumps shall provide an average operating time between failures of not less than the number of hours specified in SECTION 4.2. 1.9 ALTERNATIVES A. Seller may provide Alternate Bid(s). Any alternate bids proposed by the Bidder shall provide equal or better performance at reduced capital cost. The Bidder shall clearly state the technical differences between the Base Bid and any Alternate bids. Alternate bids shall be supported with complete technical, performance, and cost data. 1.10 SUBMITTALS A. Information to be furnished with the Bid: 1. Seller shall furnish all the information requested in Section 4.1 as follows: Page 220 of 390 VERTICAL PUMPS FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS MTL 315-0163 162992 SPECIFICATION MS-002 REV. 0 (6/21/22) a. Seller shall complete the Technical Data Sheets By Seller in Section 4.3. b. A complete physical description of all quoted equipment. c. List of warranties and guarantees. d. Motor data including manufacturer, equipment tag number, horsepower (HP), voltage, ampere rating, phase, service factor, enclosure, insulation, rpm, efficiency, and accessories. e. Noise data including estimated sound power levels for the eight octave bands, corrections for distance etc. and an estimated logarithmic summation for the driver and driven equipment. B. Information required after Contract Award: 1. Refer to Section 4.1 for the schedule of submittals. 2. For centrifugal pumps, published pump performance curves showing pump capacity (gpm) vs. TDH (ft), efficiency, brake horsepower, and required NPSH for maximum impeller diameter, proposed impeller diameter, and minimum impeller diameter at nominal pump speed. 3. Recommended spare parts list. 4. Special tools list. 1.11 SITE CONDITIONS A. As Provided by City of Ukiah Building Services 1. Seismic Design Category: D and E 2. Wind Speed: 110 mph 3. Exposure: B or C 4. Snow Load: No snow load 5. 60 minute rainfall: 1.5 inches PART 2 - PRODUCTS 2.1 MATERIALS AND WELDING A. Products which contain asbestos are prohibited. This prohibition includes items such as packings or gaskets even though the item is encapsulated or the asbestos fibers are impregnated with binder material. B. Materials of Construction 1. The pump shall be manufactured using materials that meet or exceed the strength and corrosion-erosion resistance of the following listed materials. Selection of pump materials for each pump application shall be subject to the approval of Purchaser. 2. Materials for the miscellaneous vertical centrifugal pumps shall be as specified below (ASTM Specification and grades). Where two or more materials are specified for a component or part, Seller shall make a choice. a. Water Fresh & Sea Page 221 of 390 VERTICAL PUMPS FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS MTL 315-0163 162992 SPECIFICATION MS-002 REV. 0 (6/21/22) b. Bowl & Suction Bell A48, Cl 30 A744, Gr CD4 MCu c. Column Pipe & A48, Cl 30 A744, Gr CD4 MCu Discharge Head A515, Gr 60 (Fresh Water Only) A106, Gr B (Fresh Water Only) d. Diffuser A436, Type 1B or 2 A744, Gr CD4 MCu e. Impeller B584, A744, Gr CD4 MCu f. Shaft A276, Type 410, A276, Type 410 g. Shaft Sleeve A276, Type 410, A276, Type 410 h. Shaft Tube A312, Type 316L, A312, Type 316 i. Wear rings Bronze ASTM B584 or Purchaser approved equal 3. The construction materials for pumps identified as all stainless steel are as follows: a. Suction bell Stainless steel ASTM A276 Type 316 or Purchaser approved equal b. Can, column and Stainless ASTM A276 Type 316 or Purchaser Steel discharge head approved equal c. Casing Stainless steel ASTM A276 Type 316 or Purchaser approved equal. d. Impeller Stainless steel ASTM A276 Type 316 or Purchaser approved equal. e. Shaft Stainless steel ASTM A276 Type 316 or Purchaser equal. f. Base Plate ASTM A283, A285, or Purchaser approved equal. g. Wear Rings ASTM A743 or Purchaser approved equal. h. Pedestal Carbon steel – ASTM A283, A285, or Purchaser approved equal. i. Bolting Stainless steel – ASTM A193 Type 316 4. Seller may propose alternate materials which in its experience are more suited to the intended service. The alternate materials shall be subjected to Purchaser's review. 5. Coatings, e.g. epoxy or plastics, will not be accepted as a means of corrosion or erosion protection. 6. Water lubricated sleeve bearings shall be fluted neoprene rubber. 7. The Brinell hardness number of the bowl wearing rings shall be not less than 100 greater than the Brinell hardness number of the impeller wearing rings. 8. Where the material for a specific component or part is not specified, an appropriate material for the application shall be selected by Seller. 9. Materials for manufacturing pumps shall be as specified on the pump data sheet. General material selections will follow API 610 guidelines for this fluid service. Seller shall select suitable materials for pump wear rings and shaft sleeves based on the water analysis and technical requirements supplied for the project. 10. Austenitic stainless steel pump parts subject to welding shall be furnished in the “L” grade. Austenitic stainless steel shall be furnished in the solution-annealed condition. Stainless steel components shall not be cold worked by design to enhance mechanical properties. Internally wetted parts shall not utilize coatings. 11. Materials shall be identified with the applicable AISI, ASTM, ASME or SAE number, including material grade on pump data sheets and recommended spare parts lists supplied for the project. Page 222 of 390 VERTICAL PUMPS FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS MTL 315-0163 162992 SPECIFICATION MS-002 REV. 0 (6/21/22) 12. If the vendor recommends any materials that are superior to or alternate to the materials specified, the materials shall be listed as an alternate on the data sheets submitted with the vendor’s proposal. 13. Minor parts not identified shall have corrosion resistance equal to that of specified parts in the same environment. 14. Mating parts, such as studs and nuts, constructed of 18-8 stainless steel or of materials having similar galling tendencies shall be lubricated with an anti-seize compound. C. Welding and Repair Welding 1. All welding shall be in accordance with ASME Section IX. Welding procedures for stainless steels shall be designed to minimize sensitization for the heat affected zone. Piping supplied by the pump manufacturer shall be designed to conform with piping code ASME B31.1 2. All welding and repair welding shall be done in accordance with Seller's written procedures by welders qualified to those procedures. Weld repairs to castings, where permitted, shall conform to the requirements of the applicable ASTM specification. Repair by welding is not permitted on gray iron, austenitic gray iron, or austenitic ductile iron castings. Repair welding of copper alloy castings requires Purchaser's permission. D. Castings 1. Castings shall be sound and free of shrink holes, blow holes, cracks, scale, blisters, and other defects. Casting surfaces shall be cleaned by standard methods such as sandblasting, shot blasting, or pickling. All mold-parting fins and remains of gates and risers shall be chipped, filed or ground flush. 2. Castings shall not be repaired by peening, plugging, burning in or impregnating. If weld repairs to castings are authorized by the ASTM specification for the material, repair welding shall be in accordance with the applicable ASTM specification. Weld repairs shall be inspected according to the same quality standards as for inspection of the castings. Repairs not covered by an ASTM specification shall be subject to approval of Purchaser. 2.2 EQUIPMENT A. General Requirements 1. Pumps shall be vertical shaft, centrifugal, turbine type. 2. Pumps for same service shall be identical in construction, and similar parts of the pumps shall be interchangeable. 3. All pumping units shall be designed to facilitate inspection and maintenance. 4. Design of rotating elements shall be such that all critical speeds shall be at least 25 percent greater than the operating speed. 5. Drive motor enclosures shall be per requirements of ES-113 LOW VOLTAGE MOTORS. B. Pumps 1. The pump suction requirements, including submergence NPSHR, and inlet velocity, shall be determined using one pump runout capacity or 120 percent of design capacity, whichever is greater. Page 223 of 390 VERTICAL PUMPS FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS MTL 315-0163 162992 SPECIFICATION MS-002 REV. 0 (6/21/22) 2. The design point total head specified shall use the discharge connection centerline as the reference point, and based on minimum water level. Head losses through the pump, including suction inlet losses, are not included in the total head listed. 3. Pumps shall be designed so that reverse rotation at the runaway speed caused by reverse water flow under maximum head will not cause damage to any of the components of the pump. 4. Pumps shall be designed to pass any foreign object having maximum dimensions indicated in the Datasheets without damage to the pumping equipment. 5. The pumps will be operated singly or in parallel. Each pump shall operate satisfactorily in two pump parallel operation, in single pump operation, and when bringing on or taking a pump out of service with any other pump, or pumps in service. The pumps shall deliver the head and capacity indicated in pump data sheets. C. Pump Characteristics 1. Pump head curve shall rise continuously from design point to shut-off. The pump shut-off head shall be a minimum of 120 percent of the total head at the design point and a maximum of 135 percent of the design head specified. 2. Pumps shall be designed with a head-capacity characteristic which rises steadily from the one pump runout capacity to minimum flow. 3. It is preferred that pumps have low shutoff head and maximum efficiency at approximate design capacity and head. 4. Pumps shall be suitable for extended operation over the range from minimum flow to single (1) pump runout at minimum system resistance, without damaging pitting, cavitation, excessive noise, or excessive vibration. 5. Pumps shall be designed to have a required NPSH at one pump runout conditions of no more than 75% of the NPSH available. Reliability during all operational conditions is major consideration. 2.3 COMPONENT A. Shafts and Shaft Sleeves 1. Pump shafts shall be machined to a smooth surface over their entire lengths and ground to a fine finished surface at bearing points. 2. Replaceable shaft sleeves shall be provided at bearing points and stuffing boxes to prevent shaft wear. 3. The pump shaft shall be sized to transmit the power requirements of the pump. 4. The shaft shall be ground and polished over its entire length. 5. If specified a shaft enclosing tube shall be provided to enclose the shaft and line bearings. 6. A tensioning device shall be provided for each pump with a shaft enclosing tube to assure exclusion of the pumped liquid. 7. Shaft sleeves shall be provided at the seal and at radial bearings. B. Impellers and Bowls 1. Impellers shall be open or semi-open type. 2. Impellers and bowls shall be provided with renewable wear rings. 3. Impellers shall be keyed and nut-locked to the shaft to withstand all operating loads. 4. All impellers shall be statically and dynamically balanced. Page 224 of 390 VERTICAL PUMPS FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS MTL 315-0163 162992 SPECIFICATION MS-002 REV. 0 (6/21/22) 5. Full size impellers shall not be used. An impeller that is at least 10 percent larger than the minimum impeller diameter and at least 10 percent smaller than the maximum impeller for the pump casing is preferred. 6. The pump impellers shall be carefully machined and finished, with semi-open construction. 7. Collets or taper fits will not be acceptable. C. Motor-Pump Couplings 1. Rigid couplings shall be provided to connect motor driver and pump shafts. 2. Couplings shall permit adjustment of the vertical position of the pump impeller while maintaining shaft alignment. D. Bearings and Lubrication 1. Pump and shaft bearings shall be provided in sufficient number and located to ensure proper shaft alignment and minimize noise level. 2. Pump line shaft bearings shall be water lubricated. 3. All running, starting, and idle thrusts, and all unbalanced hydraulic thrusts shall be carried by the motor thrust bearing through the rigid coupling. 4. All radial shaft bearings shall be as recommended by the manufacturer for the service and shall be of sufficient number to prevent shaft whip and minimize noise level. 5. The impeller suction and discharge bowl bearings shall be as recommended by the manufacturer for the service. 6. All bearings shall be mechanically secured to the bearing housings to prevent bearing rotation or movement during operation. 7. Connection and piping sizes for seal water to the bearings shall be a minimum of 1-inch. 8. A packing gland accessible through openings in the motor support stand shall be provided above the upper bearing. 9. A shaft sleeve shall be provided at the stuffing box. 10. The packing gland shall be split to facilitate repacking of the box. 11. The space between the motor and the stuffing box shall be sufficient to permit removal of the packing gland and insertion of packing without dismantling the pump. 12. Pump axial thrust will be resisted by a thrust bearing in the drive motor through the rigid coupling. 13. Vibration Monitoring - Provisions shall be made for mounting a vibration switch on the upper end of the motor housing. E. Mechanical Shaft Seals 1. Pumps requiring mechanical seals, if specified in Section 4.2, shall employ API seal plan 13. F. Shaft Couplings 1. A rigid, adjustable, flanged type coupling shall be provided for connecting the pump to the drive motor. 2. The coupling shall be specifically designed for vertical pump application and shall provide for vertical adjustment of the impeller. 3. The coupling shall be keyed to the shafts. The shaft coupling shall be sized to transmit the maximum brake horsepower requirements of the driven equipment with a service factor of not less than 2. Page 225 of 390 VERTICAL PUMPS FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS MTL 315-0163 162992 SPECIFICATION MS-002 REV. 0 (6/21/22) 4. A permanent corrosion-resistant plate shall be attached to the drive motor support pedestal stating the direction of rotation and coupling gap required for impeller positioning. 5. Line shaft couplings shall be of the sleeve and keyed type to permit ease of maintenance. Threaded couplings are not acceptable G. Mounting Baseplate 1. Each pump unit shall be provided with a suitable mounting baseplate (or discharge head) designed to support the total weight of complete pumping unit and all imposed static and dynamic loads. 2. The mounting baseplate shall be sized to cover an opening in Owner's mounting platform through which the entire pump unit may be installed or removed for maintenance. 3. In addition to the mounting baseplate, soleplates shall be furnished to ease pump removal. 4. Any foundation shims required for proper alignment and grouting in concrete shall be by Contractor. 5. Foundation bolts will be provided by Contractor. Seller shall provide complete requirements for foundation bolting. H. Lifting Lugs 1. Lifting lugs shall be provided to facilitate handling during installation, maintenance, and removal. I. External Piping Connections 1. Seller shall provide all connections for discharge, sealing, and venting. Piping shall be in accordance with ASME B31.1 2. Connections 2 1/2 inches and larger shall have flanged ends and shall be in accordance with ASME B16.5. 3. Connections 2 inches and smaller shall be socket-welding ends and shall be in accordance with ASME B16.11. 4. Design pressures and temperatures for discharge flanges shall be as specified in SECTION 4.2. 5. The location, size, type, and quantity of all openings, connections, and fittings shall be shown on Seller's drawings. 6. Discharge connections shall be provided with 1/2-inch NPT pressure gage connections. 7. For pumps manufactured in accordance with API 610, the allowable forces and moments at the face of the discharge nozzles shall meet the requirements of API 610, Table 5. For non-API pumps, the minimum allowable forces and moments for the pump nozzles shall be as follows: a. Forces, Fx, Fy, Fz (lb) = 100 x D b. Moments, Mx, My, Mz (ft-lb) = 200 x D Where D = nominal pipe diameter (inches) of connecting pipe Page 226 of 390 VERTICAL PUMPS FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS MTL 315-0163 162992 SPECIFICATION MS-002 REV. 0 (6/21/22) 2.4 ELECTRICAL REQUIREMENTS A. Seller shall provide one (1) AC electric motor as the driver for each pump specified. The design requirements for electric motors are specified separately in ES-113 LOW VOLTAGE MOTORS. B. Motors shall be equipped with anti-reverse ratchets to prevent reverse rotation in the stopped condition. 2.5 INSTRUMENTATION AND CONTROL REQUIREMENTS A. None 2.6 CIVIL AND STRUCTURAL A. See attached drawings Section 4.4 for details of pump platform. 2.7 FABRICATION A. Shop Assembly 1. Seller shall provide only items that are of standard and current manufacturers’ construction. Non-standard special items or any other difficult to replace items shall not be supplied without the Engineer’s prior approval. B. Shop/Factory Finishing 1. Cleaning a. Internal Surfaces 1) All internal surfaces shall be free of gross contaminants such as heavy deposits of mill or heat treating scale, oil, oxide films, slag, flux, weld splatter, dirt, metal chips, and abrasive particles. 2) Seller's cleaning plan shall ensure that cleaning materials do not adversely affect the surface or base metal in the cleaning, manufacturing, or operational environments and that, once established, the cleanness will be maintained during subsequent manufacturing, shipping, and storage and handling. 3) Abrasive blasting shall not be used on surfaces containing areas where grit can accumulate and not be readily removed by subsequent cleaning, rinsing, or flushing. 2. External Surfaces a. External surfaces shall be smooth and free of gross contaminants such as heavy scale, rust, sand, blisters, weld splatter, metal chips, and heavy deposits of oil or grease. b. External surfaces, with the exception of machine finished surfaces, shall be given one (1) shop coat of corrosion resistant paint capable of withstanding temperatures Page 227 of 390 VERTICAL PUMPS FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS MTL 315-0163 162992 SPECIFICATION MS-002 REV. 0 (6/21/22) to the design temperature plus 50 degrees Fahrenheit without loss of its protective integrity. c. Machine finished surfaces shall be protected against corrosion during shipment, storage, and installation with the application of one (1) coat of water-soluble, rust inhibiting coating. C. Painting 1. Seller's cleaning plan shall ensure that cleaning materials do not adversely affect the surface or base metal in the cleaning, manufacturing, or operational environments and that, once established, the cleanness will be maintained during subsequent manufacturing, shipping, and storage and handling. 2. Abrasive blasting shall not be used on surfaces containing areas where grit can accumulate and not be readily removed by subsequent cleaning, rinsing, or flushing. 3. Cleaning of surfaces that are not to be coated or painted shall be done in accordance with the Supplier’s best recommended practice. Only non-corrosion-resistant materials shall be coated. 4. Insulated surfaces shall not be primed. Stainless steel shall not be painted. D. Marking 1. A stainless steel nameplate shall be attached to each pump in a clearly visible, easily accessible location. The nameplate shall be stamped with the following information: a. Manufacturer's name. b. Manufacturer's model number. c. Manufacturer's shop order number. d. Manufacturer's serial number. e. Purchaser's equipment tag number. f. Service. g. Design capacity, gpm. h. Design temperature, `F. i. Design head, ft. j. Design speed, rpm. k. Design pressure-Bowls and Head, psig. 2. The direction of rotation shall be permanently marked on the pump in a location visible in installed position. E. Packaging and Shipping 1. Pumps and all accessories shall be protected against damage during shipping, receiving, and storing and handling. 2. Prior to shipment, equipment shall be completely drained. When such drainage requires the removal of plugs, drain valves, etc., Seller shall be responsible that these parts are reinstalled prior to shipment. 3. All motor leads and other motor openings shall be effectively protected or sealed, to prevent entrance of moisture, dust, and dirt. The shaft extension shall be protected to prevent damage during shipment. 4. Metal straps, fasteners or covers shall not be tack welded to any manufactured part. Page 228 of 390 VERTICAL PUMPS FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS MTL 315-0163 162992 SPECIFICATION MS-002 REV. 0 (6/21/22) 5. Whenever size permits, the pump and any accessories shall be packed securely in weatherproof crates. If the pump or any component is too large for packing in a crate, it shall be placed on skids and protected with an overwrap. 6. Overwrap material shall be moisture proof, heat sealable, and strong enough to resist tearing, shredding, and piercing. 7. Guards shall be placed over damageable parts. All openings, including pipe ends, shall be provided with closures. The use of cloth or paper for plugs or caps is prohibited. 8. Each package shall be properly marked for identification. Weight lift points or the center of gravity shall be marked on the crate or skid to facilitate handling F. Storage and Handling 1. Seller shall prepare written procedures to govern the storage and handling of the equipment. G. Tolerances 1. The manufacturing tolerances for the pumps shall not exceed the following requirements: a. ± 1/8-inch on the elevation from the centerline of the pump discharge to the center line of the baseplate. b. ± 1/8-inch from the centerline of the shaft to the pump discharge flange face. c. ± 1/8-inch offset between the centerline of the shaft and the centerline of the discharge. d. ± 1/16-inch for pump discharge flange face being parallel to a plane passing through the centerline of the shaft. 2.8 SOURCE QUALITY CONTROL A. Tests and Inspections 1. Non-Destructive Examinations a. NDE methods, acceptance criteria, and additional general requirements shall be in accordance with the applicable fabrication code and this specification. b. Visual examination shall be by personnel certified to AWS QC1 requirements. All other NDE shall be by personnel qualified to Level II or Level III requirements of SNT-TC-1A of the American Society for Non Destructive Testing. c. Visual examination shall be performed before other NDE. d. Radiographic examinations required shall be done in accordance with the requirements of the appropriate fabrication code or this specification. 2. Material Tests a. Certified mill test reports for pressure retaining materials shall be prepared in accordance with ASTM specifications and shall include actual mechanical and chemical properties. 3. Shop Tests Page 229 of 390 VERTICAL PUMPS FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS MTL 315-0163 162992 SPECIFICATION MS-002 REV. 0 (6/21/22) a. Seller's standard shop tests shall be performed on all equipment furnished. b. Purchaser reserves the right to witness all shop tests. Seller shall notify Purchaser of the tests at least 15 days in advance of the dates of tests. c. Full information shall be submitted describing the Manufacturer’s testing facilities. All tests shall be performed in accordance with the requirements of the latest edition of ASME PTC 8.2, or in accordance with the manufacturer’s standard test procedure which shall be provided to the Owner for review. d. If the shop tests indicate that the tested pump fails to meet the guarantees stated herein, the other pump(s) for the same service shall be shop tested in accordance with this article. e. Any pump not meeting the guarantees shall receive all adjustments, repairs, additions or replacements as required for it to meet the guarantees. f. Re-testing and modifications shall be repeated until all performance guarantees are met or until arrangements are made which are acceptable to the Engineer, Owner and/or Purchaser. g. Certified copies of performance curves resulting from the testing shall be submitted to the Engineer for acceptance before shipment of the equipment. These curves shall indicate actual test pressure, temperature conditions, and the observed test points. h. If pump suction test conditions (pressure and/or temperature) differ from the conditions listed under Section 4.2, appropriate correction factors shall be applied to the observed test curve, and a corrected curve shall be indicated. This corrected curve shall then represent expected pump performance with the suction conditions listed under Section 4.2. 4. Hydrostatic Tests a. Equipment and vessels shall be subjected to a hydrostatic leak test meeting the requirements of the applicable Code or Standard to verify integrity of the pressure boundary. Pumps shall be hydrostatically tested at a pressure equivalent to at least 150% of the shut-off pressure held for a minimum of 15 minutes. No leakage is acceptable through the pressure boundary wall or assembly joints. b. Purchaser reserves the right to witness the hydrostatic tests. Seller shall notify Purchaser of the tests at least 15 days in advance of the dates of tests. 5. Performance Tests a. Seller shall perform pump running tests on each pump with its own motor driver in accordance with the procedures of the Hydraulic Institute Standards, Centrifugal Pump Section. b. Each pump shall be performance tested at design speed, rated suction conditions, and water temperature. Pump test shall cover the complete range of pump operating conditions. c. Each pump shall be tested at minimum submergence requirements over the full range of flow. d. Test readings shall be made at not less than each point corresponding to 10 percent increments in capacity over the range between minimum flow and pump run-out flow. e. The equipment shall be subjected to functional and performance tests in Seller’s shop to the greatest extent possible to verify Seller’s performance guarantees. The performance test for Contract purposes shall be executed at the final installation by Installation Contractor. Contractor shall develop testing procedure in accordance Page 230 of 390 VERTICAL PUMPS FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS MTL 315-0163 162992 SPECIFICATION MS-002 REV. 0 (6/21/22) with Mechanical Installation Specification (MS-003) and approved by Owner and Pump Manufacturer. f. If testing is specified in Section 4.1, one pump for each service shall be shop tested for capacity, NPSH requirements, power requirements, efficiency, minimum flow recommended for continuous operation, runout head, design point head, shutoff head, and at as many other points as necessary for plotting an accurate performance curve. Each pump shall be tested with its own motor. g. Seller shall conduct airborne sound tests in accordance with the procedures of the Hydraulic Institute Standards (Code for Measurement of Airborne Sound from Pumping Equipment.). Tests shall be performed with pump operating at rated load and speed. Seller shall evaluate the airborne sound tests and shall certify that guarantee limits have been met. 6. Test Reports a. Seller shall prepare copies of certified reports of all shop tests. The reports shall include test arrangement, instrumentation and calibration data, test procedure, test data, and data backup calculations. b. Results of the performance tests shall be summarized in curve form with total head, efficiency, brake horsepower, and submergence referred to first stage impeller, plotted versus discharge capacity in gpm. The guaranteed design performance, maximum run-out operation, and test water temperature shall be stated on the curve. c. Each performance test report shall also include verification of bearing stability, hydraulic stability at minimum flow, and vibration limits. PART 3 - EXECUTION 3.1 SPARE PARTS AND SPECIAL TOOLS A. Seller shall provide spare parts and consumables required for equipment commissioning and start- up including extra gaskets per connection. B. Seller shall recommend a three (3) year supply of spare parts necessary for installation, operation and maintenance of the pumps and accessories furnished by Seller. C. The list of recommended spare parts shall be accompanied by descriptions sufficiently detailed to identify the spare parts and the specific item or items to which it applies. Seller shall indicate the minimum recommended inventory for routine maintenance at installation, start-up and continuous operation. Seller shall also indicate whether the recommended spare is a stock item or special item, location of nearest supply point and approximate lead time required for shipment. D. Seller shall supply one complete set of all special tools required for installation and maintenance. Page 231 of 390 VERTICAL PUMPS FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS MTL 315-0163 162992 SPECIFICATION MS-002 REV. 0 (6/21/22) E. The list of special tools shall be accompanied by descriptions sufficiently detailed to identify the function of the tool and the specific item or items for which it applies. Seller shall indicate whether the tool is required for installation, adjustment or routine maintenance. 3.2 FIELD QUALITY CONTROL A. Field Acceptance Tests 1. Contractor will perform field tests on each pumping unit after the system is placed in service. The object of these tests is to check the mechanical performance of the pumps, drivers, and accessories. This includes noise, vibration, bearing operating temperature, stuffing box leakage, and lubricating system operation. Particular attention will be given to abnormal operating characteristics. 2. Test will be performed by Contractor in accordance with the Hydraulic Institute standards as required. Any deficiencies or faulty conditions determined during these tests shall be promptly corrected by Seller at no cost to Purchaser; after which additional tests will be run to confirm satisfactory pump performance and operation. 3. Seller shall cooperate with Contractor in the preparation for and testing of equipment. Seller shall provide any and all necessary technical support, in a timely fashion, as may be required during the field testing process. 4. Seller shall provide a per diem rate to provide a qualified representative to witness the field tests and advise on testing procedures. 3.3 COMMISSIONING A. General 1. All equipment will be installed by Contractor. 2. Seller shall provide the per diem rate to provide the services of a representative to provide technical direction of the installation. 3. The field personnel provided by Seller shall be qualified and capable to perform the duties required to the satisfaction of Purchaser and shall be vested with authority to make decisions binding on Seller. Page 232 of 390 VERTICAL PUMPS FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS MTL 315-0163 162992 SPECIFICATION MS-002 REV. 0 (6/21/22) PART 4 - ATTACHMENTS 4.1 SCHEDULE FOR SUBMISSION OF DRAWINGS AND DATA Document Schedule Action With Bid Completed pump and motor data sheets With Bid For review Outline drawings of individual equipment With Bid For review Equipment weights broken down by maximum lifts to assemble, install, and do maintenance With Bid For review List of all materials of construction With Bid For review Pump Performance Curves With Bid For review Option pricing for technical assistance during installation and field testing With Bid For review Detailed list of auxiliary services required With Bid For review Description of Bidder’s test methods and capabilities With Bid For review Recommended spare parts list for start-up and two years of operation With Bid For review Replacement parts and special tools list With Bid For review Other commercial documentation With Bid For review After Award of Contract Submittal list with schedule 2 weeks after award of contract For review Engineering, procurement, fabrication, and delivery schedule 2 weeks after award of contract For information Inspection Test Plan & Schedule 4 weeks after award of contract For review Motor box, connections, and accessory detail 4 weeks after award of contract For review Allowable nozzle reaction forces and moment 4 weeks after award of contract For review Pump Mounting Drawings and loading 4 weeks after award of contract For review Equipment Data sheets 4 weeks after award of contract For review Motor data sheets and characteristic curves 4 weeks after award of contract For review Page 233 of 390 VERTICAL PUMPS FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS MTL 315-0163 162992 SPECIFICATION MS-002 REV. 0 (6/21/22) Document Schedule Action Color scheme in Munsell or RAL equivalents 4 weeks after award of contract For review Seismic Analysis 4 weeks after award of contract For review Wiring drawings 4 weeks after award of contract For review Installation drawings, instructions, and procedures 4 weeks after award of contract For review Bills of material for supplied equipment 4 weeks after award of contract For information Other QA required documentation from the General Technical Requirements In accordance with vendor QA program For review LEGEND R – Submit for review I – Submit for Information DAAC Days after Award of Contract DPRF Days prior to release for fabrication DPT Days prior to test DPS Days prior to shipment DATC Days after test completion UCW Upon completion of work Page 234 of 390 VERTICAL PUMPS FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS MTL 315-0163 162992 SPECIFICATION MS-002 REV. 0 (6/21/22) 4.2 TECHNICAL DATASHEETS BY PURCHASER ITEM Description of Service Services: Pump Tag Number Service 1 Water 2 Water Design Conditions and Performance Requirements Client Name City of Ukiah Project Name Fish Hatchery Supply Pumps Replacement Project Number 162992 Project Site Location Conditions Site Barometric Pressure 29.24 in Hg Site Elevation 633 ft Plant Operation Design Life 30 years Max. sound level @ 1m, (dBA) 85 Power Supply Available 480 V Type Vertical Pump Tag Number 1, 2 Quantity Required Two (2) 100% Split Capacity (each pump), % Location (Outdoor or Indoor) Outdoor Fluid Pumped Water Stages/bowls: First Stage depth: Materials: Impeller and bowls Suction fluid temp. range, ° F (° C) Screen Opening, inch (mm.) Ambient Conditions: Pressure, psi abs Summer Design Dry Bulb Temperature 104 Winter Design Dry Bulb Temperature 25.2 Humidity (max/min), % 83 /31 / / / Design Conditions: No. of Pumps in Parallel Operation 1 Operating Scenarios Flow Rate (1x100%) @ Temperature Discharge Pressure, measured at pump discharge centerline @ min water level 8 psig Water Level Reference drawing, min water is El Page 235 of 390 VERTICAL PUMPS FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS MTL 315-0163 162992 SPECIFICATION MS-002 REV. 0 (6/21/22) 615’ and existing pump CL discharge is El 628’ Capacity (each pump), gpm 6,750 Fluid Temperature, ° F (° C) ambient Design Inlet Temperature Range ambient Fluid Specific Gravity 1 ITEM Design Conditions and Performance Requirements Pump Tag Number Pump Speed (Max.), rpm 1800 Pump Efficiency (min), % 70 Piping: Size, inlet, in. NPS Size, discharge, in. NPS 16 Design Pressure, psig (barg) 150 # Class Design Temperature, ° F (° C) ambient Power, volts/ phase/ Hertz 480/3/60 Shop Test Required, y / n y Pumping Water Analysis: Source Total Solids Total Dissolved Solids, ppm: Total suspended solids, ppm: Total Hardness, ppm as CaCO3: Total Alkalinity, ppm as CaCO3: Oxygen, ppb: Total Organic Carbon, ppm: Iron Copper Nickel Hydrazine (Residual) Sodium Conductivity (cation) @25oC PH @25oC Bearing Lubricating and Sealing Water: From pump Pressure, psi Temperature, oF Description Water Analysis – Total Solids Dissolved Oxygen Silica Iron Copper Nickel Hydrazine (Residual) Page 236 of 390 VERTICAL PUMPS FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS MTL 315-0163 162992 SPECIFICATION MS-002 REV. 0 (6/21/22) Sodium Conductivity (cation) @ 25 oC pH @ @ 25 oC ITEM Design Conditions and Performance Requirements Pump Materials Casing Shaft Shaft Sleeve Wear Rings Impeller Mechanical Seals Service Life, yrs. 30 Design and Construction Features Enclosed Impellers Discharge Connections: Design Pressure, psig Design Temperature, oF 150# Class Motors Electric Motor Requirements Specified in: ES-113, Low Voltage Motors Reliability Average Operating Time Between Failures, hr Performance Shop Test Required Remarks: Legend: X = Applicable Column or Box NA = Not Applicable L = To Be Provided At a Later Date * = See "Remarks" Page 237 of 390 VERTICAL PUMPS FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS MTL 315-0163 162992 SPECIFICATION MS-002 REV. 0 (6/21/22) 4.3 TECHNICAL DATASHEETS BY SELLER The following technical data sheets for each group (same service) pumps shall be completed by Bidder and submitted with the Bid: Manufacturer - Name: Location: Pump Name - Number of Pumps- Pump Model- Manufacturer- Point of Manufacture- Delivery, Weeks ARO - Max. Dimension (pumped solids )- Rotation direction (view from driver)- Casing Design Pressure, (psig)- Seal/Flush Plan- Seal Water Required, (gpm)- Pumped Fluid Description- Pumped Fluid Chemistry- Pump Tag Number(s) and Service - Quantity of Pumps- A. Physical Data (each pump) 1. Dimensions: a. Mounting base size (width x length), in. b. Pump and motor overall size (width x length x height), in. c. Required minimum clearance, Side, in. Page 238 of 390 VERTICAL PUMPS FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS MTL 315-0163 162992 SPECIFICATION MS-002 REV. 0 (6/21/22) d. Required minimum clearance, End, in. e. Required minimum clearance, Above, in. f. Distance between bottom of suction bell and floor, ft g. Distance from CL of first impeller eye to bottom of suction bell (in) h. Distance from CL of first impeller eye to the bottom of the pump mounting plate (in) 2. Weight, lb a. Dry b. Operating 3. Heaviest piece handled during installation: a. Part name b. Weight, lb 4. Heaviest piece handled during maintenance: a. Part name b. Weight, lb 5. Dimensional outline drawing, Dwg. No. 6. Foundation/Mounting requirements including loadings, Dwg. No. B. Performance 1. Pump performance characteristic curves on which total head, brake horsepower, required submergence, and efficiency are plotted as functions of volumetric flow rate between shutoff and run-out, Dwg. No. 2. Guaranteed pump performance based on design conditions (see SECTION 4.2 under “Design Conditions and Performance Requirements”). a. Number of pumps in parallel operation b. Flow (each pump), gpm c. Speed, rpm Page 239 of 390 VERTICAL PUMPS FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS MTL 315-0163 162992 SPECIFICATION MS-002 REV. 0 (6/21/22) d. Total Dynamic Head, ft e. Suction temperature, oF f. Required Submergence (referred to centerline of first stage impeller),ft g. Pump efficiency, % h. Brake horsepower, hp i. Shut-off head, ft j. Tolerances (when operated at design capacity), % Head Efficiency Horsepower Required submergence (referred to center- line of first stage impeller) Shut-off head k. NPSH required (ft) l. NPSH Available (ft) m. Shaft Horsepower (hp) n. For maximum diameter impeller & BEP a) Flow (gpm) b) Total head (ft) c) Efficiency (%) o. Max. sound level @ 3 feet, (dBA) p. Shutoff head (ft) q. Max temperature rating (°F) 3. Pump Run-out Operation: a. Flow, gpm b. Total dynamic head, ft Page 240 of 390 VERTICAL PUMPS FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS MTL 315-0163 162992 SPECIFICATION MS-002 REV. 0 (6/21/22) c. Required submergence (referred to center- line of first stage impeller), ft d. Brake horsepower, hp 4. Possible head increase at no added cost, ft 5. Minimum recirculation flow, gpm 6. Required submergence at 120% design flow, ft C. Design and Construction Features 1. Pump type (or Model Number) 2. Number of stages 3. Impeller arrangement (or type) 4. Pump design pressure, psig 5. Fluid a. Temperature (°F) b. Specific Gravity 6. Suction Connection: a. Size, in. b. Flange rating (ASME), lb c. Flange type 7. Discharge Connection: a. Size, in. b. Flange rating (ASME), lb c. Flange type 8. Materials (ASTM specification and grade): a. Suction bell b. Discharge head c. Column pipe Page 241 of 390 VERTICAL PUMPS FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS MTL 315-0163 162992 SPECIFICATION MS-002 REV. 0 (6/21/22) d. Impeller e. Shaft f. Shaft sleeve g. Shaft tube h. Bowl i. Diffuser j. Bearings (pump and shaft) k. Motor-pump couplings l. Wearing Rings (if applicable) Impeller Bowl Casing m. Vent connection n. Baseplate o. Soleplate p. Bolting 9. Shaft diameter, in. 10. Pump rotation direction (as viewed from driver end 11. Pump and shaft bearing lubrication a. Type b. Number c. Lubrication water requirements Source Flow startup/full load, gpm / Temperature, oF Page 242 of 390 VERTICAL PUMPS FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS MTL 315-0163 162992 SPECIFICATION MS-002 REV. 0 (6/21/22) d. Life at design capacity, hr e. Bearing spans (mm) 12. Seals a. Type b. Sealing water requirements Source Flow startup/full load, gpm / Temperature, oF 13. Impeller diameter for same bowl, inch a. Actual (with Bid) diameter b. Maximum diameter c. Minimum diameter 14. Column pipe a. Number of sections b. Diameter, in c. Thickness (in) d. Section length (in) 15. Pump-motor couplings a. Make b. Type (or model number) c. Size, in. 16. Drawings showing details of the construction of the pump, Dwg.............................................................. No. 17. Such detailed description of the components parts of the pump required to adequately describe all features of design, construction, and performance of pump, Page No. 18. Detailed description of the impeller shaft fastening arrangement. Page 243 of 390 VERTICAL PUMPS FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS MTL 315-0163 162992 SPECIFICATION MS-002 REV. 0 (6/21/22) 19. Exterior prime paint. 20. Coating(s) by item or selection a. Coating b. Manufacturer & Designation c. Final thickness (in) d. Surface preparation 21. Item(s) or selection a. Coating b. Manufacturer & Designation c. Final thickness (in) d. Surface preparation D. Availability Data List five (5) recent installations of equipment of comparable size to that specified herein, as manufactured by Bidder, giving capacities, locations, dates of initial operations, and remarks on the performance record (i.e., forced outage, frequency, duration, and causes) of the equipment. Page 244 of 390 VERTICAL PUMPS FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS MTL 315-0163 162992 SPECIFICATION MS-002 REV. 0 (6/21/22) 4.4 WATER ANALYSIS Ukiah Water Test Results Water Analyses: Characteristic Average Minimum Maximum Units Turbidity 6.28 5.80 7.70 NTU Settleable Solids < 0.1 < 0.1 < 0.1 mL/L Total Suspended Solids 5.60 4.00 7.81 mg/L Ammonia 0.080 0.031 0.246 mg/L pH 7.45 6.90 8.57 Dissolved Oxygen 10.08 5.59 12.86 NTU Hardness as CaCO3 108 100 121 mg/L Note: Turbity and TSS abnormal highs removed. These values can reach levels of 87 Turbidity and 71 TSS during rainfall. Page 245 of 390 June 21, 2022 CITY OF UKIAH Fish Hatchery Supply Pumps Replacement Ukiah, CA Mechanical Equipment Installation MS-003 PROJECT NUMBER: 162992 PROJECT CONTACT: Jason Marenda EMAIL: JASON.MARENDA@POWERENG.COM PHONE: 208-788-0305 Attachment 3 Page 246 of 390 POWER ENGINEERS FISH HATCHERY SUPPLY PUMPS REPLACEMENT MECHANICAL EQUIPMENT INSTALLATION MTL 315-0165 162992 MS-003 REV. 0 6/21/22 Mechanical Equipment Installation MS-003 PREPARED FOR: CITY OF UKIAH PREPARED BY: MANDY STALLINGS REVISION HISTORY DATE REVISED BY CHECKED BY APPROVED BY REVISION 3/19/21 M. Stallings J. Wiley J. Marenda A- Issued For Review 6/21/22 K. Witherspoon J. Wiley J. Marenda 0 – Issued For Bid Page 247 of 390 MECHANICAL EQUIPMENT INSTALLATION FISH HATCHERY SUPPLY PUMPS REPLACEMENT MECHANICAL EQUIPMENT INSTALLATION MTL 315-0165 162992 MS-003 REV. 0 6/21/22 TABLE OF CONTENTS PART 1 - GENERAL .................................................................................................................................. 1 1.1 SUMMARY .................................................................................................................................. 1 1.2 PROJECT DESCRIPTION ........................................................................................................... 1 1.3 FURNISHED BY CONTRACTOR .............................................................................................. 1 1.4 FURNISHED BY OTHERS ......................................................................................................... 1 1.5 RELATED SECTIONS ................................................................................................................ 2 1.6 CODES AND STANDARDS ....................................................................................................... 2 1.7 SYSTEM DESCRIPTION ............................................................................................................ 2 1.8 SUBMITTALS ............................................................................................................................. 2 1.9 SITE CONDITIONS ..................................................................................................................... 3 PART 2 - PRODUCTS ............................................................................................................................... 3 2.1 MATERIALS AND WELDING ................................................................................................... 3 2.2 EQUIPMENT ............................................................................................................................... 3 2.3 COMPONENTS ........................................................................................................................... 3 2.4 ELECTRICAL REQUIREMENTS............................................................................................... 4 2.5 INSTRUMENTATION AND CONTROL REQUIREMENTS .................................................... 4 2.6 CIVIL AND STRUCTURAL ....................................................................................................... 4 2.7 FABRICATION ............................................................................................................................ 4 PART 3 - EXECUTION ............................................................................................................................. 8 3.1 INSTALLATION ......................................................................................................................... 8 3.2 FIELD QUALITY CONTROL ................................................................................................... 11 3.3 FIELD TESTS ............................................................................................................................. 12 PART 4 - ATTACHMENTS .................................................................................................................... 15 4.1 MECHANICAL DRAWINGS .................................................................................................... 15 4.2 STRUCTURAL DRAWINGS .................................................................................................... 15 4.3 ELECTRICAL DRAWINGS ...................................................................................................... 15 4.4 MECHANICAL TEST FORMS ................................................................................................. 15 4.4 MECHANICAL TEST FORMS ......................................................................................................... 1 Page 248 of 390 MECHANICAL EQUIPMENT INSTALLATION FISH HATCHERY SUPPLY PUMPS REPLACEMENT MECHANICAL EQUIPMENT INSTALLATION MTL 315-0165 162992 MS-003 REV. 0 6/21/22 PART 1 - GENERAL 1.1 SUMMARY A. This Specification covers the requirements for the installation of mechanical equipment. 1.2 PROJECT DESCRIPTION A. The City of Ukiah has two (2) hydro-generation units located near Lake Mendocino, one (1) 1000kW and one (1) 2500kW unit. Currently there are 2 x 50% vertical pumps to pump water to a fish hatchery. This can be fed by gravity, but when that is not possible, the pumps run to provide the water demand. Currently it is requiring both pumps running a majority of the time to provide adequate water so this project will replace the existing pumps with 2 x 100% pumps so there is available redundancy during operation. These new pumps will require new motors, but the existing pumping platform and supports are to be used if acceptable. 1.3 FURNISHED BY CONTRACTOR A. Contractor shall furnish all labor, materials, tools, and equipment required for the completion of the following Work as specified herein and as shown on the documents referenced herein and attached hereto: 1. Receive, inspect, unload, store, move from storage, rig, and set in place all mechanical equipment. This specification includes the new vertical pumps, motors, and any piping required to connect new equipment with existing piping. 2. Assemble, weld, align, shim, grout, and bolt down equipment. 3. Evaluate existing pump support structure and design and furnish any upgrades required to provide support for new pumps and motors. 4. Furnish and install all supplementary and miscellaneous steel, supports, guards, bolting, and other items required to form a complete installation. 5. Design, furnish, fabricate, install, and test all piping required to incorporate new pumps with existing piping system. 6. Evaluate existing pipe supports and modify or replace as needed. 7. Perform all other work necessary for complete installation of all mechanical equipment. 8. Perform all required testing. 9. Removal of existing pumps motors, etc. 1.4 FURNISHED BY OTHERS A. The following work will be furnished by Others: 1. Existing Pump platform. 2. Make Electrical connections and supply any required pump starter/MCC. Page 249 of 390 MECHANICAL EQUIPMENT INSTALLATION FISH HATCHERY SUPPLY PUMPS REPLACEMENT MECHANICAL EQUIPMENT INSTALLATION MTL 315-0165 162992 MS-003 REV. 0 6/21/22 1.5 RELATED SECTIONS A. ES-113 LOW VOLTAGE MOTORS 1.6 CODES AND STANDARDS A. The latest edition and addenda of the following publications in effect on the date of Contract Award are a part of the Specification: 1. Applicable State and Local Codes 2. US Department of Labor, Code of Federal Regulations (CFR) 3. American Concrete Institute (ACI) 4. American Institute of Steel Construction (AISC) 5. American Society of Mechanical Engineers (ASME) 6. American Society for Nondestructive Testing (ASNT) 7. American Society for Testing and Materials (ASTM) 8. American Welding Society (AWS) 9. Manufacturers Standardization Society of the Valve and Fitting Industry (MSS) 10. Pipe Fabrication Institute (PFI) 11. American Water Works Association (AWWA) 12. The Society for Protective Coatings (SSPC) B. Contractor agrees, represents and warrants that all services, designs and materials sold or otherwise provided to Owner by Contractor comply with all governing Federal, State and Local laws, regulations and codes of place of installation, and all applicable specifications and standards including, but not limited to, those specified above. C. Contractor shall provide a list of major codes and standards, with their effective dates, actually used for the execution of the work. D. In the event of any apparent conflict among standards, codes or this Specification, Contractor shall refer the conflict to Owner for written resolution. 1.7 SYSTEM DESCRIPTION A. The Powerhouse at Coyote Valley Dam Site has Two (2) Pumps that pump water to a Fish Hatchery. These pumps are to be replaced. See MS-002 Vertical Pump Specification for details. This work is to install pump, confirm suitability of existing pump platform, and make piping modifications to incorporate new pumps into existing system. Individual piping branches from existing pumps are 18”, each joining together to 24” pipe. (Details on 001-BM2 Sheet 2) Each pump branch has an air relief valve, anti slam check valve, and butterfly valve that should be reused unless the new pump discharge size is larger than 18”. Existing piping may need modification depending on the size of the new pumps. 1.8 SUBMITTALS Page 250 of 390 MECHANICAL EQUIPMENT INSTALLATION FISH HATCHERY SUPPLY PUMPS REPLACEMENT MECHANICAL EQUIPMENT INSTALLATION MTL 315-0165 162992 MS-003 REV. 0 6/21/22 A. Information to be furnished with the Bid 1. See MS-002 Vertical Pump Specification for submittal requirements. 1.9 SITE CONDITIONS A. As Provided by City of Ukiah Building Services 1. Seismic Design Category: D and E 2. Wind Speed: 110 mph 3. Exposure: B or C 4. Snow Load: No snow load since elevation is less than 1,300 foot 5. 60 minute rainfall: 1.5 inches PART 2 - PRODUCTS 2.1 MATERIALS AND WELDING A. Materials for Pump shall be per MS-002 Vertical Pump Specification B. Materials for any replacement piping shall be Carbon Steel and in accordance with existing piping system. Materials for pipes, fittings and accessories shall be new and shall be in accordance with the ASTM specifications. Welded attachments shall be made of materials compatible to piping. C. Pipe Supports as required: 1. Where not specified, appropriate materials for all pipe hangers, supports, and accessories shall be selected by Seller. Materials shall be in accordance with the ASTM specifications and shall meet the requirements of ASME B31.1 and AISC Steel Specification where applicable. 2. All structural steel and appurtenant materials shall conform to ASTM A36, A500, and A501 as applicable. All structural steel shall be galvanized or painted to be consistent with existing steel. 3. Bolts shall conform to ASTM A307 Grade A; nuts shall conform to ASTM A194; lock washers shall conform to ASTM A436. All bolts and nuts shall be heavy hex type and galvanized. 4. Welding for all pipe hangers and supports shall be in accordance with the requirements of the applicable ASME B31 Code and AWS D1.1. 2.2 EQUIPMENT A. See MS-002 Vertical Pump Specification for Equipment Requirements. 2.3 COMPONENTS Page 251 of 390 MECHANICAL EQUIPMENT INSTALLATION FISH HATCHERY SUPPLY PUMPS REPLACEMENT MECHANICAL EQUIPMENT INSTALLATION MTL 315-0165 162992 MS-003 REV. 0 6/21/22 A. Pipe Hangers and Supports 1. Contractor shall reset, adjust, modify, or replace as necessary existing supports at tie-in locations. 2.4 ELECTRICAL REQUIREMENTS A. See MS-002 Vertical Pump Specification and Motor Specification ES-113 Low Voltage Motors Specification for details. 2.5 INSTRUMENTATION AND CONTROL REQUIREMENTS A. See MS-002 Vertical Pump Specification for details. 2.6 CIVIL AND STRUCTURAL A. Pipe Supports Supplementary Structural Steel 1. Seller shall design, furnish and fabricate all supplementary steel required to support the piping. 2. Seller shall design, furnish and fabricate all brackets and bracings, including additional bracings required to properly distribute the lateral loads to the building walls. 3. Supplementary structural steel to support piping shall be designed to carry the required loads in accordance with AISC Specification. B. Welding and Bolting to Structural Members 1. Provisions for welding to the structural members for hanger support, except as noted herein, shall be made only with Purchaser's permission. Plans for drilling in the flanges of structural members shall be restricted to the end quarters of the members. 2. Fillet welding is permitted along the entire length of the flanges of structural members provided the weld runs parallel to the longitudinal axis of the member. Fillet welding perpendicular to the longitudinal axis of members shall be restricted to the end quarters of the member. Weld size shall be determined in accordance with the AISC (ASD) specifications. 3. Bolted connections shall be consistent with materials in original drawings. 2.7 FABRICATION A. Pipe Fabrication – Applies to piping needed to mate existing piping to new Pumps. 1. General a. All piping fabrication shall be in accordance with the tolerances specified in PFI Standard ES-3. Page 252 of 390 MECHANICAL EQUIPMENT INSTALLATION FISH HATCHERY SUPPLY PUMPS REPLACEMENT MECHANICAL EQUIPMENT INSTALLATION MTL 315-0165 162992 MS-003 REV. 0 6/21/22 b. Pipe fabrication and assembly shall be by welding, except where flanged joints, screwed connections, or other types of mechanical joints are indicated on the Piping Drawings, or in the Piping Line List. The piping shall be of maximum available commercial lengths. Where a run of pipe is less than available mill-random lengths, one piece shall be used. Where a run of pipe is greater than available mill-random lengths, one non-mill-random length may be used in the run. c. Dimensional requirements for fitting, flanges and gaskets, and bolting shall be as shown in existing drawings or suitable to mate new pump within existing piping. All elbows, unless otherwise specified on the Piping Drawings, shall be long radius. 2. Wall Thickness a. The wall thicknesses/schedule furnished shall be as used in existing piping and shown on existing drawings. b. Where the nominal wall thickness is specified for straight pipe in the Piping Line List, no allowance has been made for bending. Bending is only allowed where indicated on the drawings, and shall meet the requirements for bending in ASME B31.1. c. When the inside dimension of the pipe or fitting is too large to obtain the required nominal machined inside diameter ("C" dimension) the metal required for machining may be provided by depositing weld metal on the inside surface of the pipe or fitting. The deposited weld metal shall extend 1/4 inch minimum beyond the area to be machined, and the end of the deposit shall be ground or machined to a smooth taper free from sharp re-entrant angles and notches. The preheating and postheating practices required by the applicable code shall be performed for this weld deposit. 3. Welding Requirements a. Welding for all piping and repair welding for all weld defects shall be in accordance with the requirements of ASME B31.1, b. NDE shall be performed prior to PWHT. 4. Joints a. Where butt weld ends are used, butt weld joint design shall be in accordance with ASME B16.25, and as follows: 1) For piping 2-1/2 inches and larger, root pass and first pass will be gas tungsten arc welded (GTAW). Balance of the weld to be shielded metal arc welded (SMAW). Weld end preparation shall be in accordance with ASME B16.25, Figure 4 for wall thickness from 0.12 inch to 0.38 inch; Figure 5A for wall thickness greater than 0.38 inch up to 1 inch; and Figure 6A for wall thicknesses greater than 1 inch. 2) Backing rings are not permitted. 3) Open root welding shall be used where the Seller can demonstrate qualified procedures and personnel. b. Although nominal pipe sizes 2 inches and smaller are normally specified with plain ends for socket welding, there are some 2 inch buttweld ends specified on fittings reducing from larger sizes. Page 253 of 390 MECHANICAL EQUIPMENT INSTALLATION FISH HATCHERY SUPPLY PUMPS REPLACEMENT MECHANICAL EQUIPMENT INSTALLATION MTL 315-0165 162992 MS-003 REV. 0 6/21/22 c. Inside diameter mismatch: weld-end preparation for joints with different inside diameters, including connections to valves and equipment, shall be in accordance with ASME B31.1, paragraph 127.3 and Figure 127.4.2 “Welding End Transition”. d. Outside diameter mismatch: weld-end preparation for joints with different outside diameters, including connections to valves and equipment, shall be in accordance with ASME B31.1, paragraph 127.4.2 and Figure 127.4.2. “Welding End Transitions”. e. Back welding of threaded fittings is prohibited. f. All stress analyzed (hot), small bore pipe fillet welds shall be performed in a manner that satisfies the requirements of ASME B31.1, Table D-1, Note 12 (1.3 SIF). 5. Branch Connections a. All branch connections shall be in accordance with the requirements of ASME B31.1 and as specified in the Pipe Class Sheets. b. Whenever piping branch connections (i.e. weldolets, sockolets, latrolets etc.) are specified on Purchaser’s Piping Drawings, such branch connections shall be integrally reinforced and suitable for the pressure rating (schedule) of the pipe main run and the branch pipe. 6. Welded Attachments a. Seller’s scope may include the furnishing and installation of welded attachments on pipes. b. Welded attachments shall include lugs, brackets, and similar devices welded to pipe for hangers, supports, anchors, guides and insulation supports. Weld procedures used to attach such devices shall be compatible with the base material. Where base material requires stress relief, attachment welds shall receive stress relief heat treatment. Welded attachments material shall be compatible with the piping material. c. Unless otherwise specified or shown on the Piping Drawings, insulation supports shall be provided on vertical piping for all insulation thicknesses. Insulation supports shall be 5/16 inch thick collars, 1-1/2 inch wide, spaced at 12 foot intervals along pipe and shall be tack welded to the pipe. 7. Instruments and Instrument Connections a. All flow elements shown on the Piping Isometric Drawings will be provided by Purchaser and shall be installed by Seller. Orifice flanges shall be supplied by Seller. b. All thermowells shall be provided by Seller in accordance with the thermowell data sheets and the drawing, "Installation of Thermowells" in Section 4.6. The thermowell data sheets will be furnished to Seller after award. For bidding purposes, the Seller shall furnish and install a thermowell for every TI, TW and TE shown on the P&IDs. Welded type thermowells shall be installed by Seller where shown on the Piping Drawings in accordance with the drawing, "Installation of Thermowells" in Section 4.6. Threaded type thermowells shall be shipped loose to the field. For threaded type thermowells Seller shall provide and install threadolets or equal where shown on the Piping Drawings and in accordance with the drawing, "Installation of Thermowells”. B. Cleaning and Painting Page 254 of 390 MECHANICAL EQUIPMENT INSTALLATION FISH HATCHERY SUPPLY PUMPS REPLACEMENT MECHANICAL EQUIPMENT INSTALLATION MTL 315-0165 162992 MS-003 REV. 0 6/21/22 1. Equipment will be furnished with final painting applied by equipment manufacturer. Manufacturer’s applied paint shall be touched up by Contractor, as required, at field welds and on surfaces scratched or abraded during installation. 2. All piping sections shall be thoroughly cleaned of mill scale, heat treating scale, heavy oxide, slag, flux, weld splatter, oil, grease, organic matter, dirt or any other foreign materials. 3. Surface preparation for all steel shall be in accordance with Steel Structure Painting Council Specification SSPC-SP-6 “Commercial Blast Cleaning” as a minimum requirement. 4. Grit blast cleaning, except for lube oil piping, shall be employed as required. The surface of the component shall be blast cleaned no longer than 8 hours prior to coating the component. Sand blasting is not permitted. 5. Lube oil piping shall be thoroughly cleaned by pickling, then rinsed and coated with a rust preventative. Rust preventative used must be compatible with the fluid of the system. 6. External surfaces of uninsulated carbon steel and alloy steel piping, with the exception of machined surfaces and edges prepared for field welding for a distance of 1-1/2 inches from the weld edge, shall be given one (1) shop coat of corrosion resistant primer capable of withstanding temperatures to the design temperature plus 50 °F without loss of protective integrity. 7. Paint shall be applied in accordance with SSPC-PA1 “Shop, Field and Maintenance Painting of Steel.” 8. Surfaces shall be finished in accordance with the following schedule: SURFACE TO BE FINISHED SURFACE PREP REQUIRED PRIMER SPECIFICATION TOP COAT SPECIFICATION Uninsulated piping not provided with shop primer (temperatures below 300 °F) SSPC-SP-3 Power Tool Cleaning #1 #1 Uninsulated piping, components, and equipment with shop primer (temperatures below 300 °F) Note 3 NA #1 Uninsulated piping, components, and equipment with shop primer (temperatures between 300°F and 1200°F) Note 3 NA #2 Legend: #1 –Cycloaliphatic Amine Cured Epoxy Suggested Coating: Carboline Carboguard 890 @ 4.0-6.0 mils DFT, or approved equal. #2 –Inorganic Polymer Suggested Coating: Carboline Thermaline 4001 @ 3.5-5.0 mils DFT, or approved equal. Notes: Page 255 of 390 MECHANICAL EQUIPMENT INSTALLATION FISH HATCHERY SUPPLY PUMPS REPLACEMENT MECHANICAL EQUIPMENT INSTALLATION MTL 315-0165 162992 MS-003 REV. 0 6/21/22 1. Colors to be used for finish coats will be specified by Owner for each system. 2. All paints shall be VOC complaint per state and local regulations. 3. Surface preparation shall be is specified above or as per paint manufacturer recommendations, whichever is more stringent. 4. Number of coats shall be in accordance with manufacturer’s instructions. 9. Surface preparation, paint and application shall be compatible, and shall be in accordance with paint manufacturer’s recommendations. 10. Prime coating is not required on piping which will be insulated, as identified in the Piping Liner List. 11. External machined surfaces and edges prepared for field welding shall be protected against corrosion during shipment, storage and installation with one (1) coat of rust inhibiting coating (Deoxalumnite or approved equal) applied after inspection and cleaning. 12. Stainless steel, copper, or non-metallic piping shall not be painted or coated, but shall be wrapped in kraft paper, polyethylene, or crated. 13. All of the above work shall be done in accordance with Seller's written procedures. C. Marking 1. All pipes and components shall be legibly marked with identifying pipeline number and piece number as called out on the Piping Drawings in accordance with MSS-SP-25 and PFI ES-11. 2. Each pipe hanger and support shall be legibly marked with its identifying hanger number as shown on the fabrication detail drawings in accordance with MSS SP 58. 3. A corrosion-resistant nameplate shall be attached in a clearly visible and easily accessible location. The pipe support nameplate shall be stamped with the following information: a. Purchaser's equipment tag number b. Manufacturer's name c. Manufacturer's model number d. Manufacturer's serial number e. Date of manufacture f. Size, inches PART 3 - EXECUTION 3.1 INSTALLATION A. Mechanical Equipment Page 256 of 390 MECHANICAL EQUIPMENT INSTALLATION FISH HATCHERY SUPPLY PUMPS REPLACEMENT MECHANICAL EQUIPMENT INSTALLATION MTL 315-0165 162992 MS-003 REV. 0 6/21/22 1. Equipment for installation by Contractor is noted in scope of work. B. General 1. Mechanical equipment shall be installed in accordance with the attached drawings, equipment manufacturer's installation instructions, and technical direction provided by equipment manufacturers’ field personnel, where provided. 2. Assembly, erection, and installation of components shipped separately including interconnecting integral piping, valves, fittings, specialties, supports, instruments, controls, and control panels shall be by Contractor. 3. Where anchor bolts are required, contractor shall furnish and install expansion bolts for anchoring of the equipment. The number, location and diameter of the expansion bolts shall be as shown on the equipment manufacturer's drawings or 1/8" smaller than bolt hole when no direction is given on the manufacturer’s drawings. The expansion bolts shall be wedge bolt anchors conforming to Federal Specification FF-S-325, Group II, Type 4, Class 1. The installation of the expansion bolts shall be in accordance with the manufacturer's written instructions. 4. Uncrating and removal of protective coverings where provided shall not be done before equipment is ready for installation. Ropes and slings attached to equipment for handling shall be rigged to prevent distortion of or damage to equipment. Contractor shall observe the lift points and weight distribution indicated on the manufacturer’s crates and skids. 5. Contractor shall use precision instruments to align equipment. Following alignment, Contractor shall shim, grout, and bolt down the equipment. 6. Contractor shall maintain all equipment in a clean condition. All openings shall always be suitably covered to prevent entrance of dirt and debris into equipment. 7. When weights are indicated in the attached documents, they are approximate, and no price adjustments will be allowed due to variation in actual weights. 8. Contractor shall furnish and install all supplementary and miscellaneous steel, supports, guards, bolting, and other items required to form a complete installation unless otherwise shown or noted on the attached documents. 9. Equipment shall not be rigged from any building steel without written permission from Owner. 10. Contractor shall protect existing floor slabs, building steel, siding and other components during the installation of the equipment. Contractor shall provide heavy timber cribbing to protect the floor slab. Where an existing building component or floor slab is damaged by Contractor, that work shall be repaired, replaced, or otherwise restored to its original condition as approved by, and at no additional cost to, the Owner. 11. It shall be understood and agreed to by Contractor that the work shall be complete in every detail even though every item involved is not specifically mentioned herein. C. Alignment of Equipment 1. For all separately shipped rotating equipment components (i.e. motors shipped separately from driven equipment), Contractor shall align and bolt-up the drive couplings. Coupling bolts shall not be permanently installed until the correct direction of rotation has been established. All drilling or doweling required for proper alignment shall be performed by Contractor. Couplings shall be aligned using well-braced dial indicators for face and rim readings. 2. For motor-driven equipment shipped shop-assembled, Contractor shall check the alignment. Where misalignment is found, Contractor shall unbolt the coupling, re-align Page 257 of 390 MECHANICAL EQUIPMENT INSTALLATION FISH HATCHERY SUPPLY PUMPS REPLACEMENT MECHANICAL EQUIPMENT INSTALLATION MTL 315-0165 162992 MS-003 REV. 0 6/21/22 and make up the coupling. Re-alignment shall be performed within the bolt and clamp clearances furnished with the equipment. 3. Initial alignment shall be made without external piping connected to the equipment. Following the attachment of external piping to the equipment by Others, Contractor shall recheck alignment. Differences between the rechecked and initial alignment settings shall be reported to Owner. Contractor shall make all adjustments and shall realign the equipment as required. 4. Equipment alignment shall also be rechecked after Owner's system operational tests and plant operational tests (specified in Section 3.3, "FIELD TESTS") at design conditions. Tests will extend for at least the period required for the equipment to attain steady-state operating temperatures. If determined necessary by Owner, Contractor shall realign the equipment after test completion. D. Equipment Setting 1. Equipment shall be installed plumb and level and shall be set to the lines and elevations shown on the attached documents. Equipment shall be set and grouted in strict accordance with the equipment manufacturer's procedures and/or recommendations. 2. Base, bearing, and leveling plates shall be supported by shims. Use of nuts threaded on hold-down anchor bolts for shimming is not permitted. Shims shall be smooth and made of rust-resistant material and shall not protrude beyond the face of grout when installed. All shims shall be furnished by Contractor unless specified otherwise on the attached documents. 3. Contractor shall grout all equipment bases unless otherwise indicated on the equipment manufacturer's drawings. Pump skids shall be completely filled with grout; top of grout shall be finished to slope outward for drainage. If used, grout shall be furnished by Contractor and shall be performance non-shrink type in accordance with any manufacturer recommendations. 4. Where drain water may get trapped inside the perimeter of a foundation, weep holes shall be furnished in the grouting. Holes shall not be more than 5 feet apart and there shall be 2 holes minimum per foundation. 5. Rotating equipment shall not be grouted until alignment checks have been completed by Contractor. E. Welding 1. All welding shall be done in accordance with Contractor's written procedures and AWS D1.1. 2. Contractor shall furnish all required welding rods. F. Owner's Inspection 1. Owner reserves the right to inspect all Work and equipment prior to and after component tests and system operational tests as specified in Section 3.3 FIELD TESTS. 2. Contractor shall provide services to permit Owner's inspections such as, but not necessarily limited to, unbolting of manhole covers and access doors, scaffolding for inspection, removal of foreign materials, removal of belt guards, and tightening of hold down bolts and flanges. G. Lubrication Page 258 of 390 MECHANICAL EQUIPMENT INSTALLATION FISH HATCHERY SUPPLY PUMPS REPLACEMENT MECHANICAL EQUIPMENT INSTALLATION MTL 315-0165 162992 MS-003 REV. 0 6/21/22 1. Contractor shall provide and install lubricants for rotating and moving equipment components as required by equipment manufacturer’s instructions. All such lubrication shall be performed prior to performing equipment operational tests. Contractor shall be responsible for furnishing all labor, materials and equipment for filling and draining oils and lubricants from all equipment. H. Painting 1. Touch-up and finish painting of prime coated equipment to be performed by Equipment Supplier and/or Contractor. 3.2 FIELD QUALITY CONTROL A. General 1. Upon completion of the installation of individual system and equipment, unless directed otherwise by Owner, Contractor shall make field tests on all the equipment and plant piping systems installed by Contractor in accordance with the requirements specified herein; the Manufacturers' recommendations, testing standards, procedures specified in the applicable Contract Specifications; and the applicable requirements of jurisdictional codes and laws. 2. Each of the test forms (blank) listed in Section 4.4 " MECHANICAL TEST FORMS" shall be conformed to its specific application by filling in all necessary information indicated in the form; the conformed test forms shall be compiled by system into a test program manual and, after Owner's review, shall be used to record and document the results of tests performed by Contractor. 3. All tests shall be made with proper regard for the protection of the equipment, and Contractor shall be responsible for adequate protection to all personnel during such tests. Safety equipment and safety barricades and warning signs shall be provided where necessary. 4. Contractor shall establish and utilize a safety tagging procedure for all the equipment and systems under its responsibility. Contractor shall also cooperate in complying with tagging procedures established by other Contractors and Owner. Damage due to failure to comply shall be the responsibility of Contractor and shall be corrected at no additional cost to Owner. 5. Enough personnel shall be stationed at critical observation points to handle venting and draining functions when filling or emptying equipment and systems during hydrostatic testing; where personnel are widely separated or out of visual contact, adequate means of communication, such as walkie-talkie radios, shall be provided. 6. Test gages, meters, instruments, and measuring devices furnished by Contractor shall have ranges, accuracies, and other features and ratings adequate to each application. A calibration program shall be maintained for test instruments and precision measuring devices showing the dates of calibration, deviations, and identifying the traceable calibration standards. 7. When the specifications or applicable codes and standards call for instruments or measuring devices of a specific type, other types of devices shall not be substituted. 8. Owner reserves the right to witness all tests, including verifications and checks. Contractor shall notify Owner of each test at least 15 days in advance of the date for the test. Where required by applicable codes, Contractor is responsible for obtaining the services of an Authorized National Board Inspector as necessary. Page 259 of 390 MECHANICAL EQUIPMENT INSTALLATION FISH HATCHERY SUPPLY PUMPS REPLACEMENT MECHANICAL EQUIPMENT INSTALLATION MTL 315-0165 162992 MS-003 REV. 0 6/21/22 3.3 FIELD TESTS A. Piping, Valve and Hanger Tests 1. Nondestructive Examinations a. Nondestructive examinations shall be performed in accordance with Chapter VI of ASME B31.1. b. Any piping weld not hydrostatically tested or made after hydrostatic testing shall be radiographed. c. Contractor shall prepare and maintain a record of each nondestructive examination made. d. ASME BPVC, Section I: piping N/A to scope of this work. 2. Leak Testing a. Leak testing (both hydrostatic and pneumatic testing) of piping shall be performed in accordance with the requirements of Chapter VI of ASME B31.1. b. Piping for water and steam systems having a design pressure of 30 psig and greater or subject to vacuum conditions shall be hydrostatically leak tested. c. All permanent pipe hangers and supports shall be installed and spring hangers set for testing before filling piping with water for hydrostatic testing. d. All piping system restraints shall be installed before test pressures are applied. e. Portions of systems subject to different test pressures shall be isolated and tested separately. f. For systems which are subject to vacuum conditions, Contractor shall first check all valve packing and seals to ensure that they will take the positive internal test pressure. g. All necessary preparations shall be taken prior to hydrostatic testing to ensure that all welded joints are exposed, any additional supports to take the water weight are in place on the steam lines, and any piping components or equipment not to be subjected to the test pressure are suitably isolated from the system. h. Hydrostatic testing water temperature shall not be less than 70 degrees F for all carbon steel and ferritic alloy steel piping 6 inches and larger nominal size with wall thickness greater than 5/8 inch. i. Piping to be insulated shall be leak tested before being insulated. Coated and wrapped piping shall be leak tested prior to application of coating and wrapping of field joints and/or fittings. After leak testing and before burying, coated and wrapped piping shall be subjected to holiday testing in accordance with applicable piping specifications. The complete area of the pipe shall be tested, whether the coating is shop or field applied. Contractor shall repair and retest all unacceptable areas attributable to installation at no additional cost to Owner. j. Hydrostatic test pressures shall be applied at a minimum of 1.5 times the system design pressures and shall be held for a minimum of 20 minutes and such additional time as may be necessary to examine all possible leakage points. k. Pneumatic test pressures shall be applied at a minimum of 1.20 but not more than 1.25 times the system design pressures and shall be held for a minimum of 20 Page 260 of 390 MECHANICAL EQUIPMENT INSTALLATION FISH HATCHERY SUPPLY PUMPS REPLACEMENT MECHANICAL EQUIPMENT INSTALLATION MTL 315-0165 162992 MS-003 REV. 0 6/21/22 minutes and such additional time as may be necessary to examine all possible leakage points. Application of pneumatic pressure in testing shall be in gradual states up to one-half of the ultimate test pressure so that early detection of serious leaks may be made and restricted; thereafter, the pressure shall be raised at increments of one-tenth of test pressure until final pressure is reached. l. All leaks detected during testing attributable to installation shall be repaired and retested by Contractor at no additional cost to Owner. m. Each leak test performed shall be recorded and documented in form MT-1 "HYDROSTATIC OR PNEUMATIC LEAK TEST." 3. Hanger Adjustment a. Contractor shall make all required adjustments to hangers and supports during plant start-up. b. Critical System: Not Applicable to this scope of work. 4. Flush Cleaning Test a. The following piping systems shall be cleaned internally by flushing with water furnished by Owner: 1) Service water b. Flush cleaning shall be performed at design flow rates and shall be continued until the effluent medium runs clear and contains no foreign matter or particles exceeding 1/8 inch in any dimension. c. Contractor shall prepare procedures for internal flush cleaning of piping prior to start of cleaning. d. Test results shall be recorded and documented in form MT-7 "FLUSH CLEANING TEST." B. Equipment Integrity Tests 1. Low Pressure Tank and Equipment Leak Tests a. Contractor shall perform leak tests for the low pressure tanks and equipment as specified below b. Test results shall be recorded and documented in form MT-2 "LOW PRESSURE TANK AND EQUIPMENT LEAK TEST." 2. Shaft Coupling Alignment a. Contractor shall perform shaft coupling alignments for all the equipment installed by Contractor. Alignment results shall be recorded and documented in form MT-3 "SHAFT COUPLING ALIGNMENT TEST." 3. Rotating Equipment Page 261 of 390 MECHANICAL EQUIPMENT INSTALLATION FISH HATCHERY SUPPLY PUMPS REPLACEMENT MECHANICAL EQUIPMENT INSTALLATION MTL 315-0165 162992 MS-003 REV. 0 6/21/22 a. Prior to electrical testing by the Electrical Contractor, Contractor shall verify the proper installation of rotating equipment for all the equipment installed by him. Test results shall be recorded and documented in form MT-5 "ROTATING EQUIPMENT TEST." 4. Electrical and I&C Equipment Integrity Tests a. Equipment integrity tests related to the Electrical and I&C will be performed by Electrical and I&C Contractors identified in Section 4.2. Contractor shall provide services, as required, related to all the Electrical and I&C equipment integrity tests. C. Equipment Component Tests 1. Contractor shall provide coordinating services, as required, related to any equipment component tests such as instrumentation and electrical components. 2. Equipment malfunctions found during the equipment components tests attributable to installation shall be corrected by Contractor at no additional cost to Owner. D. System Operational Tests and Plant Operational Tests 1. System operational tests and plant operational tests will be by Owner to demonstrate compliance of equipment with Owner's purchase specifications. 2. Contractor shall provide standby labor as and when requested by Owner for the system operational tests and plant operational tests. 3. Equipment malfunctions found during the system operational tests and plant operational tests attributable to installation shall be corrected by Contractor at no additional cost to Owner. Page 262 of 390 MECHANICAL EQUIPMENT INSTALLATION FISH HATCHERY SUPPLY PUMPS REPLACEMENT MECHANICAL EQUIPMENT INSTALLATION MTL 315-0165 162992 MS-003 REV. 0 6/21/22 PART 4 - ATTACHMENTS 4.1 MECHANICAL DRAWINGS A. 001-BM2 MECHANICAL PLANS, SECTIONS, AND DETAILS 4.2 STRUCTURAL DRAWINGS A. 001-BM2 PUMP PLATFORM FRAMING PLAN, SECTION, AND DETAILS 4.3 ELECTRICAL DRAWINGS A. 001-BM2 ELECTRICAL PLAN 4.4 MECHANICAL TEST FORMS Note: Drawings included in attachments reflect the existing configuration. Page 263 of 390 Page 264 of 390 Page 265 of 390 Page 266 of 390 Page 267 of 390 Page 268 of 390 Page 269 of 390 MECHANICAL EQUIPMENT INSTALLATION FISH HATCHERY SUPPLY PUMPS REPLACEMENT MECHANICAL EQUIPMENT INSTALLATION MTL 315-0165 162992 MS-003 REV. 0 6/21/22 4.4 MECHANICAL TEST FORMS FORM NO. TITLE MT-1 HYDROSTATIC OR PNEUMATIC LEAK TEST MT-2 LOW PRESSURE TANK AND EQUIPMENT LEAK TEST MT-3 SHAFT COUPLING ALIGNMENT TEST MT-4 ROTING EQUIPMENT TEST Page 270 of 390 MECHANICAL EQUIPMENT INSTALLATION FISH HATCHERY SUPPLY PUMPS REPLACEMENT MECHANICAL EQUIPMENT INSTALLATION MTL 315-0165 162992 MS-003 REV. 0 6/21/22 MT-1 HYDROSTATIC OR PNEUMATIC LEAK TEST W.O.NO. TEST PACKAGE NO. STATION SHEET NO. SYSTEM NO. CONTRACT NO. SYSTEM CONTRACTOR REFERENCE DATA LINE SPEC. TEST PRESS. PSIG DESIGN PRESS. PSIG TEST FLUID TEST TEMP. °F CODE TEST BOUNDARY DESCRIPTION - ATTACH FLOW DIAG. OR DWG. MARKED TO SHOW BOUNDARY INCLUDING TEMP. CLOSURES, VENTS USED, DRAIN, TEST PUMP CONNECTION, FOR COMPLETE SYSTEMS OR INDIVIDUAL EQUIP. OR PRESSURIZED TANKS, DESCRIBE BELOW: SPECIAL TEST CONDITIONS (IF APPLICABLE): LEAK DETECTION METHOD TEST PROCEDURE NO./NAME (IF APPLICABLE) ******************************************************************************************************** TEST DATA ACTUAL PRESS. PSIG PRESS. DROP PSI TIME AT PRESS. ACTUAL FLUID TEMP. °F METAL TEMP.(IF APPLICABLE) MIN. °F MAX. °F VISUAL INSPECTION NOTES & REMARKS - INCLUDE LOCATION & DESCRIPTION OF LEAKS REQUIRING CORRECTION OR OTHER CONDITIONS OBSERVED. DATE STARTED DATE COMPLETED PERFORMED BY WITNESSED BY ******************************************************************************************************** SUBMITTED (Contractor Engineer): RECEIVED (Construction Manager Representative): (Signature) (Date) (Signature) (Date) Page 271 of 390 MECHANICAL EQUIPMENT INSTALLATION FISH HATCHERY SUPPLY PUMPS REPLACEMENT MECHANICAL EQUIPMENT INSTALLATION MTL 315-0165 162992 MS-003 REV. 0 6/21/22 MT-2 LOW PRESSURE TANK AND EQUIPMENT LEAK TEST W.O.NO. TEST PACKAGE NO. STATION SHEET NO. SYSTEM NO. CONTRACT NO. SYSTEM CONTRACTOR REFERENCE DATA TANK OR EQUIPMENT TAG NO. NAME DESIGN CODE MAX. DESIGN PRESS./LOCATION DESCRIBE TEST METHOD: PRESSURIZE ATMOS.FLUID HEAD VACUUM BOX OTHER BELOW TEST FLUID TEST TEMP. (IF APPLICABLE) oF BOUNDARY & TEST METHOD DESCRIPTION (ATTACH SKETCHES OR DWGS. IF NECESSARY): SPECIAL TEST CONDITIONS ( IF APPLICABLE): LEAK DETECTION METHOD TEST PROCEDURE NO./NAME (IF APPLICABLE) ********************************************************************************************************************* TEST DATA - PRESSURE & ATMOS. HEAD TESTS ACTUAL PRESS. PSIG OR FLUID HEAD FT. TIME AT PRESS. TEST RESULT NOTES & REMARKS - INCLUDE LOCATION & DESCRIPTION OF UNCORRECTED LEAKS, DESCRIPTION OF RESULTS, OR OTHER CONDITIONS OBSERVED. ********************************************************************************************************************* TEST DATA - VACUUM BOX TESTS ACTUAL VACUUM USED MIN. IN.HG. MAX. IN.HG. LEAK DETECTION FLUID MIN. TIME TEST HELD LENGTH OF JOINT TESTED PER APPLICATION (APPROX.) FT. IN. REMARKS: DATE STARTED DATE COMPLETED PERFORMED BY WITNESSED BY ********************************************************************************************************************* SUBMITTED (Contractor Engineer): RECEIVED (Construction Manager Representative): (Signature) (Date) (Signature) (Date) Page 272 of 390 MECHANICAL EQUIPMENT INSTALLATION FISH HATCHERY SUPPLY PUMPS REPLACEMENT MECHANICAL EQUIPMENT INSTALLATION MTL 315-0165 162992 MS-003 REV. 0 6/21/22 MT-3 SHAFT COUPLING ALIGNMENT TEST W.O.NO. TEST PACKAGE NO. STATION SHEET NO. SYSTEM NO. CONTRACT NO. SYSTEM CONTRACTOR REFERENCE DATA TAG NO. NAME DRIVER H.P. RATED RPM COUPLING TYPE MFGR'S ALIGNMENT REQUIREMENTS SPECIAL REQUIREMENTS (IF APPLICABLE) ********************************************************************************************************************* ALIGNMENT DATA DATA IS FOR INITIAL ALIGNMENT AFTER PIPE CONNECTED FINAL INDICATOR LAST CALIB. SHOW BRACKET AND INDICATOR MOUNTING SCHEMATICALLY ON DIAGRAM BELOW. REMARKS: ALIGNMENT PERFORMED BY DATE ********************************************************************************************************************* SUBMITTED (Contractor Engineer): RECEIVED (Construction Manager Representative): (Signature) (Date) (Signature) (Date) Page 273 of 390 MECHANICAL EQUIPMENT INSTALLATION FISH HATCHERY SUPPLY PUMPS REPLACEMENT MECHANICAL EQUIPMENT INSTALLATION MTL 315-0165 162992 MS-003 REV. 0 6/21/22 MT-4 ROTATING EQUIPMENT TEST W.O.NO. TEST PACKAGE NO. STATION SHEET NO. SYSTEM NO. CONTRACT NO. SYSTEM CONTRACTOR DRIVEN EQUIPMENT (including overall mounting base or skid IDENTIFICATION DATA MANUFACTURER MODEL NO. SER NO. NAMEPLATE RATINGS ACCESSORIES INSTALLATION CHECKS LOCATION/ELEV./LEVEL CORRECT ANCHOR BOLTS TIGHTENED CORRECTLY SHAFT/COUPLING ALIGNMENT COMPLETE SHAFT PACKAGING/SEALED INSTALLED CORRECT LUBRICATION VERIFIED MANUAL ROTATION PERFORMED MGFR. CHECKS & ADJ. COMPLETE SUCTION STRAINER INSTALLED GROUTING COMPLETE TYPE A/B LOCKING: TYPE SAT. ? ALIGNMENT RECORD SHEET ATTACHED PACKING/SEALS CORRECTLY ADJUSTED LUBE & MAINT. RECORDS ATTACHED ROT'N CONDITION MFGR. CHECK/ADJ. RECORDS ATTACHED STRAINER TYPE PERM. [ ] TEMP. [ ] REMARKS: TRANSMISSION [ ] N/A (DIRECT DR.) [ ] GEAR [ ] BELT [ ] OTHER: IDENTIFICATION DATA MANUFACTURER MODEL NO. SER. NO. NAMEPLATE RATINGS ACCESSORIES INSTALLATION CHECKS HOLD-DOWN BOLTS TIGHTENED SHAFT SEALS CONDITION SATISFACTORY CORRECT LUBRICATION VERIFIED BELT TENSION ADJ. CORRECTLY MANUAL ROTATION PERFORMED MFGR. CHECKS & ADJ. COMPLETE HOUSING BOLTS & PLUGS TIGHTENED BELT/COUPLING GUARDS INSTALLED LUBE & MAINT. RECORDS ATTACHED IF VAR. RATIO, SET AT MAN. ROT'N CONDITION MFGR. CHECK/ADJ. RECORDS ATTACHED REMARKS: DRIVER [ ] ELEC. MOTOR (See motor data sheet) [ ] AIR MOTOR [ ] STEAM TURBINE IDENTIFICATION DATA MANUFACTURER MODEL NO. SER. NO. NAMEPLATE RATINGS ACCESSORIES Page 274 of 390 MECHANICAL EQUIPMENT INSTALLATION FISH HATCHERY SUPPLY PUMPS REPLACEMENT MECHANICAL EQUIPMENT INSTALLATION MTL 315-0165 162992 MS-003 REV. 0 6/21/22 MT-4 (Cont'd) ROTATING EQUIPMENT TEST W.O.NO. TEST PACKAGE NO. STATION SHEET NO. SYSTEM NO. CONTRACT NO. SYSTEM: CONTRACTOR INSTALLATION CHECKS HOLD-DOWN BOLTS TIGHTENED COUPLING GUARD INSTALLED SHAFT/COUPLING ALIGNMENT COMPLETE ALIGNMENT RECORD SHEET ATTACHED CORRECT LUBRICATION VERIFIED LUBE & MAINT. RECORDS ATTACHED MANUAL ROTATION PERFORMED ROT'N CONDITION MFGR. CHECKS & ADJ. COMPLETE MFGR. CHECK/ADJ. RECORDS ATTACHED REMARKS: PERFORMED BY: DATE: WITNESSED BY: SUBMITTED (Contractor Engineer): RECEIVED (Construction Manager Representative): (Signature) (Date) (Signature) (Date) Page 275 of 390 City of Ukiah Rough Estimate of Costs for Hatchery Pump Replacement Item No. Description Quantity Unit of Measure Cost per Unit Total Basis 1 Replacement pump and motor, includes shipping to site 2 Each 100,000$ 200,000$ Rohrpumpen and Cascade Proposals 2 Siesmic analysis of pump 1 Each 10,000$ 10,000$ Rohrpumpen proposal adder item 3 Removal of existing and installation of new pumps 2 Each 35,000$ 70,000$ PAMCO proposal 4 Piping modifications for new pump installation 2 Each 45,000$ 90,000$ Input from Power estimator, assuming piping at pumps will have to be modified 5 Structural modifications for new pump installation 2 Each 20,000$ 40,000$ Input from Power estimator, assuming existing platform elevation will have to be changed 6 Wiring and and other electrical modifications needed to support new pump 2 Each 0 -$ By City of Ukiah 7 Testing of new pumps 2 Each 0 -$ By City of Ukiah 8 Vendor support for testing of new pumps 5 Days 2500 12,500$ Assume 5 days with travel from Oklahoma and testing Subtotal 422,500$ Allowance to mobilize and demobilize 10,000$ Total 432,500$ Attachment 4 Page 276 of 390 Page 1 of 1 Agenda Item No: 8.e. MEETING DATE/TIME: 2/1/2023 ITEM NO: 2022-2278 AGENDA SUMMARY REPORT SUBJECT: Consideration of Adoption of Resolution Approving Records Destruction for the Police Department. DEPARTMENT: City Clerk PREPARED BY: Kristine Lawler, City Clerk PRESENTER: Kristine Lawler, City Clerk ATTACHMENTS: 1. Resolution Summary: The Police Department, along with the City Attorney's Office and Police Communications/Records Manager, have reviewed records that have been identified as being ready for destruction. Council is being asked to approve their destruction. Background: City of Ukiah's Records Retention Guidelines was constructed based on the State of California's recommended retention schedule and various government regulations, as well as recommendations from City departments. The Police Department, along with the City Attorney's Office and Police Communications/Records Manager, have reviewed the Transfer Notice for 13 boxes that are due for destruction per the Guidelines, and have approved them for shredding. Discussion: The estimated cost for shredding the 13 boxes is $104. The City Clerk budget includes funds for annual records destruction and no budget amendment is necessary at this time. Staff recommends that Council adopt the resolution (Attachment 1), authorizing the destruction of 13 boxes of outdated documents, listed attached as Exhibit A to the resolution. Recommended Action: Adopt resolution authorizing the destruction of outdated documents for the Police Department. BUDGET AMENDMENT REQUIRED: No CURRENT BUDGET AMOUNT: $1,000 PROPOSED BUDGET AMOUNT: $545 FINANCING SOURCE: 20012500.52100 - City Clerk Contracted Services PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A COORDINATED WITH: Cedric Crook, Police Chief; Tracey Porter, Communications/Records Manager; Darcy Vaughn, Assistant City Attorney Page 277 of 390 RESOLUTION NO. 2023- RESOLUTION OF THE CITY COUNCIL OF THE CITY OF UKIAH AUTHORIZING THE DESTRUCTION OF CERTAIN RECORDS WHEREAS, the Police department, along with the City Attorney’s Office and the Police Communications/Records Manager have reviewed and approved the list of records that are attached as Exhibit A, and determined that said records are no longer necessary and may at this time be destroyed. NOW, THEREFORE, BE IT RESOLVED that the Ukiah City Council hereby approves the destruction of certain records, contained in Exhibit A of this Resolution, and authorizes the City Clerk to destroy the records. PASSED AND ADOPTED this 1st day of February, 2023, by the following roll call vote: AYES: NOES: ABSTAIN: ABSENT: ____________________________ Mari Rodin, Mayor ATTEST: ______________________________ Kristine Lawler, City Clerk ATTACHMENT 1 Page 278 of 390 EXHIBIT A Page 279 of 390 Page 1 of 2 Agenda Item No: 8.f. MEETING DATE/TIME: 2/1/2023 ITEM NO: 2023-2309 AGENDA SUMMARY REPORT SUBJECT: Adoption of Resolution of the City Council Reconsidering the Circumstances of the State of Emergency and Implementing Teleconferencing Requirements for City Council and Board and Commission Meetings During a Proclaimed State of Emergency Due to the COVID-19 Pandemic. DEPARTMENT: City Attorney PREPARED BY: Darcy Vaughn, Assistant City Attorney PRESENTER: Consent Calendar ATTACHMENTS: 1. AB 361 Findings Reconsideration for All Legislative Bodies Summary: The City Council will consider adopting a resolution reconsidering the circumstances of the state of emergency and implementing teleconferencing requirements for public meetings of the Council and all City Commissions and Boards during the current state of emergency due to the COVID-19 pandemic. Background: The City Council is being asked to consider adopting a resolution authorizing continued remote meetings of the Council and its subordinate legislative bodies due to the imminent risk to the health and safety of attendees due to possible transmission of COVID-19 and the recent spread of variants. The current County health orders strongly recommends masking in all indoor facilities due to health and safety concerns. COVID- 19 is highly transmissible in indoor settings and requires multi-component prevention strategies to reduce its spread. The California Department of Public Health is currently investigating the length of vaccine protection. The Center for Disease Control and Prevention recommends avoiding indoor spaces that do not offer fresh air from the outdoors as much as possible. Returning to meeting in the Council Chambers or smaller conference rooms means being in an enclosed space for meetings that commonly last for one to five hours and would seem to create additional exposure for participants to a possible transmission of the virus. The Ralph M. Brown Act (“Brown Act”) requires that all meetings of a legislative body of a local agency be open and public and that any person may attend and participate in such meetings. The Brown Act allows for legislative bodies to hold meetings by teleconference, but imposes specific requirements for doing so, including allowing public access to that location. On March 17, 2020, in order to address the need for public meetings during the COVID-19 pandemic, Governor Newsom issued Executive Order No. N-29-20, temporarily suspending the Brown Act’s teleconferencing requirements, Executive Order No. N-8-2 then continued the suspension of the Brown Act’s teleconferencing requirements from June 11, 2021 through September 30, 2021. These Executive Orders allowed legislative bodies to meet virtually as long as certain notice and accessibility requirements were met. The State Legislature amended the Brown Act through Assembly Bill No. 361 (“AB 361”) on September 16, 2021. As with the Executive Orders, AB 361 requires that certain notice and accessibility requirements continue to be met for holding virtual public meetings. In addition, AB 361 states that a local agency may use teleconferencing without complying with the regular teleconferencing requirements of the Brown Act, where the legislative body holds a meeting during a proclaimed state of emergency and makes certain findings; and requires that the legislative body make additional findings every 30 days in order to continue such teleconferencing. As such, Staff recommends that the Council reconsider the circumstances of the state of emergency, and Page 280 of 390 Page 2 of 2 make findings regarding the state of emergency by adopting the Resolution Implementing Teleconferencing Requirements for City Council and Board and Commission Meetings During a Proclaimed State of Emergency Due to the COVID-19 Pandemic (“Resolution”) attached here as Attachment 1. Discussion: AB 361, codified in part in Government Code § 54953, allows a local agency legislative body to hold a public meeting utilizing teleconferencing without giving public access to a teleconference location but allowing public comment virtually if the Governor has proclaimed a State of Emergency and any of the following circumstances also apply: 1. State or local officials have imposed or recommended measures to promote social distancing. 2. The meeting is being held for the purposes of determining, by majority vote, whether as a result of the emergency, meeting in person would present imminent risks to the health or safety of attendees. 3. The legislative body has determined that as a result of the emergency, meeting in person would present imminent risks to the health or safety of attendees. As amended by AB 361, Government Code § 54953(e)(3) requires cities that are conducting public meetings via teleconferencing during a declared State of Emergency to make findings, within 30 days of the first virtual meeting after AB361 going into effect, and every 30 days thereafter, that the legislative body has reconsidered the circumstances of the state of emergency and either 1) the emergency continues to impact the ability to meet safely in person, and/or 2) State or local officials continue to impose or recommend social distancing. Council adopted these findings at their January 11, 2023 meeting. The Council must now adopt, via this Resolution (Attachment 1), the findings that confirm the circumstances of the state of emergency and justify holding public meetings of the Council and all subordinate commissions, boards, and committees utilizing teleconferencing and allowing public comment virtually, pursuant to Government Code § 54953(e)(3). Given recent modifications to the health order, Staff is currently utilizing and fine-tuning a hybrid meeting option that allows for in-person and remote participation in an effort to accommodate all needs and choices. Staff will be working with the Mayor to coordinate continued implementation. Recommended Action: Adopt a Resolution of the City Council Reconsidering the Circumstances of the State of Emergency and Implementing Teleconferencing Requirements for City Council and Board and Commission Meetings during a Proclaimed State of Emergency Due to the COVID-19 Pandemic. 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 Clerk DIVERSITY-EQUITY INITIATIVES (DEI): N/A CLIMATE INITIATIVES (CI): N/A Page 281 of 390 1 RESOLUTION NO. 2023-XX RESOLUTION OF THE CITY COUNCIL OF THE CITY OF UKIAH IMPLEMENTING TELECONFERENCING REQUIREMENTS FOR CITY COUNCIL AND BOARD AND COMMISSION MEETINGS DURING A PROCLAIMED STATE OF EMERGENCY DUE TO THE COVID-19 PANDEMIC WHEREAS: 1. The City of Ukiah is committed to preserving and nurturing public access and participation in meetings of the City Council and its Boards and Commissions; and 2. All meetings of City’s legislative bodies are open and public, as required by the Ralph M. Brown Act, so that any member of the public may attend, participate, and watch the City’s legislative bodies conduct their business; 3. The Brown Act allows for legislative bodies to hold meetings by teleconference, but imposes specific requirements for doing so; and 4. On March 17, 2020, in order to address the need for public meetings during the present public health emergency, i.e. the COVID-19 Pandemic, Governor Newsom issued Executive Order No. N-29-20, suspending the Act’s teleconferencing requirements; and 5. On June 11, 2021, Governor Newsom issued Executive Order No. N-8-21, continuing the suspension of the Brown Act’s teleconferencing requirements through September 30, 2021; and 6. The State Legislature amended the Brown Act through Assembly Bill No. 361 (AB 361) on September 16, 2021; and 7. AB 361, codified in part at Government Code section 54953(e), makes provisions for remote teleconferencing participation in meetings by members of a legislative body, without compliance with the requirements of Government Code section 54953(b)(3), subject to the existence of certain conditions; and 8. Such conditions now exist in the City, specifically, the Governor has proclaimed a state of emergency exists for the state of California due to the conditions caused by the COVID-19 pandemic and the impact on the health and safety of its residents; and 9. The Omicron subvariants are highly transmissible in indoor spaces, the California Department of Public Health is currently investigating how long vaccine protection lasts, and the Center for Disease Control and Prevention recommends avoiding indoor spaces that do not offer fresh air from the outdoors; 10. Current County health orders recommend measures to promote social distancing due to health and safety concerns; and Attachment 1 Page 282 of 390 2 11. In accordance with Assembly Bill 361, the City Council does hereby find that as a result of the emergency, meeting in person would present imminent risks to the health or safety of attendees and the Council desires to authorize continued remote teleconferenced meetings of its legislative bodies; and 12. As a consequence of the local emergency, the City Council does hereby find that the legislative bodies of the City shall conduct their meetings without compliance with Government Code § 54953(b)(3), as authorized by § 54953(e), and that such legislative bodies shall comply with the requirements to provide the public with access to the meetings as prescribed in § 54953(e)(2); and 13. The City has taken measures to conduct public meetings via virtual tools that allow members of its legislative bodies and members of the public to join and participate in meetings remotely and provide public testimony in the virtual environment and via teleconference. NOW, THEREFORE, the City Council for the City of Ukiah hereby finds, determines, declares, orders, and resolves as follows: 1. That the foregoing recitals are true and correct and incorporates them by this reference; and 2. The Governor of the State of California issued a Proclamation of State of Emergency, which remains in effect; and 3. County of Mendocino officials have recommended measures to promote social distancing; and 4. Meeting in person would present imminent risk to the health or safety of attendees; and 5. The City Council of the City of Ukiah has reconsidered the circumstances of the State of Emergency, and finds that: a. The factors triggering the State of Emergency continue to directly impact the ability of the members of the legislative bodies of the City of Ukiah, their staff, and members of the public to meet safely in person; and b. State and County officials continue to impose or recommend measures to promote social distancing. 6. The City Manager or his designee and the legislative bodies of the City of Ukiah are authorized to take all steps and perform all actions necessary to execute and implement this Resolution in compliance with Government Code § 54953; and 7. This Resolution shall take effect immediately upon its adoption and shall be effective until the earlier of (i) March 3, 2023, or (ii) such time the City Council adopts a subsequent resolution in accordance with Government Code section 54953(e)(3) to extend the time during which the legislative bodies of the City may continue to teleconference without compliance with paragraph (3) of subdivision (b) of § 54953(b)(3). PASSED AND ADOPTED this 1st day of February, 2023, by the following roll call vote: AYES: Page 283 of 390 3 NOES: ABSENT: ABSTAIN: Mari Rodin, Mayor ATTEST: Kristine Lawler, City Clerk Page 284 of 390 Page 1 of 2 Agenda Item No: 8.g. MEETING DATE/TIME: 2/1/2023 ITEM NO: 2023-2314 AGENDA SUMMARY REPORT SUBJECT: Consideration of Adoption of Resolution to Remove Approximately 360 Lineal Feet of On-Street Parking on the North Section of Hastings Road. DEPARTMENT: Public Works PREPARED BY: Seth Strader, Administrative Analyst PRESENTER: Tim Eriksen, Director of Public Works ATTACHMENTS: 1. Proposed Resolution 2. 2022-11-28 Petition Summary: The City Council will consider adoption of resolution to remove approximately 360 lineal feet of on- street parking on the north section of Hastings Road. Background: The property owner at 1100 Hastings Road submitted a request to the Traffic Engineering Committee (TEC) for a no parking zone on the curb section between the convenience store southern property line and the driveway which provides access to the businesses at Elks Way near 1150 Hasting Road. This Item was presented to the City Council on May 19, 2021, and the no-parking was denied with direction to explore other approaches. To date, Staff has not been able to identify any other alternatives that can be sustained over time given limited staffing resources and the remote location. Furthermore, Staff has again been contacted by adjacent property owners in this area, who would like to limit onstreet parking and are supportive of the no-parking proposal. Discussion: The request is for a no-parking zone on the Hasting curb section between the Talmage Road and the Elks Way driveway. This zone will prevent overnight and long-term parking. Staff reviewed the request and the location. Staff recommends adoption of the Resolution removing street parking in this area (Attachment 1), with Exhibit A of site map showing an aerial photo of the area and a street view photo. A petition was received from local business owners and included signatures of others who share the same safety concerns. See Attachment 2. It is important to know that the area has developed properties with plenty of onsite parking and thus, the removal of this parking will not create a parking issue for the businesses. While the petition initially requests two-hour parking limits, this option is not feasible given it is outside the City's Parking District (where parking is enforced regularly). The no-parking option was discussed with the primary petitioner, who fully supports this recommendation. Recommended Action: Adopt resolution removing approximately 360 lineal feet of on-street parking on the north section of Hastings Road. BUDGET AMENDMENT REQUIRED: N/A CURRENT BUDGET AMOUNT: N/A PROPOSED BUDGET AMOUNT: N/A FINANCING SOURCE: N/A PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A COORDINATED WITH: Tim Eriksen, Director of Public Works and Jason Benson, Senior Engineer DIVERSITY-EQUITY INITIATIVES (DEI): CLIMATE INITIATIVES (CI): Page 285 of 390 Page 2 of 2 Page 286 of 390 ATTACHMENT #1 RESOLUTION NO. 2023- RESOLUTION OF THE CITY COUNCIL OF THE CITY OF UKIAH REMOVING 360 LINEAL FEET OF ON-STREET PARKING AT NORTH SECTION OF HASTINGS ROAD WHEREAS, the City Council may by resolution designate portions of streets upon which the standing, parking, or stopping of vehicles is prohibited or restricted pursuant to Article 11, Chapter 1, Division 8 of the Ukiah City Code; and WHEREAS, the City Engineer considered the request in April 2021, to establish the no parking zone within the City of Ukiah; and WHEREAS, the City Engineer recommends this request regarding the no parking zone. NOW, THEREFORE, IT IS HEREBY RESOLVED, that the City Council of the City of Ukiah does establish a no parking zone on Hastings Road at a location determined by the City Engineer and consistent with Exhibit A. PASSED AND ADOPTED this 1st day of February, 2023, by the following roll call vote: AYES: NOES: ABSTAIN: ABSENT: ____________________________ Mari Rodin, Mayor ATTEST: ______________________________ Kristine Lawler, City Clerk Page 287 of 390 EXHIBIT A Page 288 of 390 Page 289 of 390 ATTACHMENT 3 Page 290 of 390 Page 291 of 390 Page 292 of 390 Page 293 of 390 Page 1 of 2 Agenda Item No: 8.h. MEETING DATE/TIME: 2/1/2023 ITEM NO: 2023-2319 AGENDA SUMMARY REPORT SUBJECT: Notification of Emergency Purchase of all Materials and Labor for the Repair of a Sinkhole and Storm Drain on Mendocino Drive from Ghilotti Construction in the Estimated Amount of $75,000, Approve Corresponding Budget Amendment, and Approve Additional Budget Amendment if Actuals Exceed Initial Estimated Amount. DEPARTMENT: Public Works PREPARED BY: Seth Strader, Administrative Analyst PRESENTER: Tim Eriksen, Director of Public Works ATTACHMENTS: 1. GCC - Sinkhole Repair - Contract No. 2223-159 Summary: Council will receive a report of the acquisition of emergency repair work on a storm drain and sinkhole from Ghilotti Construction in the amount of $75,000, and approve a corresponding budget amendment, and approval to further amend the budget if actual costs exceed the initial estimate. Background: Staff received reports of a sinkhole that appeared on private property on Mendocino Drive (See last page of Attachment 1 for a site map). Upon inspection, Staff determined the sinkhole was caused by the failure of the storm drain during the recent storm events. Furthermore, staff determined it prudent to contact construction crews that were already in the area working on other City projects and requested an inspection of the area. Discussion: Ghilotti Construction did a preliminary inspection of the sinkhole and storm drain but was unable to thoroughly inspect the area due to the nature of the damage and unwillingness to put the surrounding property in danger. Staff prepared a contract upon Ghilotti Construction’s preliminary estimate and crews immediately began work to improve the site before more expected rainfall during the weekend. Contract 2223-159 was issued to Ghilotti Construction for the amount of $75,000, based on an initial estimate for the time and materials for the repair and installation of a new storm drain. See Attachment 1. Staff is working to document the damage and will be prepared to submit a FEMA claim should local assistance become available. Recommended Action: Receive notification of the emergency purchase of all repair work on a storm drain and sinkhole from Ghilotti Construction for the estimated amount of $75,000, approve corresponding budget amendment, and approve additional budget amendments if actual exceed initial estimated amount. BUDGET AMENDMENT REQUIRED: YES CURRENT BUDGET AMOUNT: 10024224.52100.18393 - $0 PROPOSED BUDGET AMOUNT: 10024224.52100.18393 - $75,000 FINANCING SOURCE: General Fund and/or Insurance Proceeds PREVIOUS CONTRACT/PURCHASE ORDER NO.: 2223-159 COORDINATED WITH: Tim Eriksen, Director of Public Works and Andrew Stricklin, Associate Engineer DIVERSITY-EQUITY INITIATIVES (DEI): CLIMATE INITIATIVES (CI): Page 294 of 390 Page 2 of 2 Page 295 of 390 ATTACHMENT 1 Page 296 of 390 Page 297 of 390 Page 298 of 390 Page 299 of 390 Page 300 of 390 Page 301 of 390 Page 302 of 390 Page 303 of 390 Page 304 of 390 Page 305 of 390 Page 306 of 390 Page 307 of 390 Page 308 of 390 Page 309 of 390 Page 310 of 390 Page 311 of 390 Page 312 of 390 Page 313 of 390 Page 314 of 390 Page 315 of 390 Page 316 of 390 Page 317 of 390 Page 318 of 390 Page 319 of 390 Page 320 of 390 Page 321 of 390 Page 1 of 2 Agenda Item No: 8.i. MEETING DATE/TIME: 2/1/2023 ITEM NO: 2023-2320 AGENDA SUMMARY REPORT SUBJECT: Consideration of Nomination and Possible Adoption of a Resolution Appointing Rob Fitzsimmons to the Public Spaces Commission. DEPARTMENT: City Clerk PREPARED BY: Kristine Lawler, City Clerk PRESENTER: Kristine Lawler, City Clerk ATTACHMENTS: 1. City Code Sections 2. Application 3. Nomination 4. Proposed Resolution Summary: Council will review and consider nominating, and possibly adopting a resolution appointing Rob Fitzsimmons to the At-large City Resident position on the Public Spaces Commission. Background: The Public Spaces Commission (PSC) was established February 2, 2022 (see Attachment 1 for City Code Sections), and was a reformation of the Parks, Recreation, and Golf Commission (PRGC) and the Paths, Open Spaces, and Creeks Commission (POSCC). Consequently, the PSC was made up of members that came from the PRGC and POSCC; however, two of the PRGC members opted not to serve on the PSC, leaving two vacancies that have been noticed since May 20, 2022. Two additional positions on the PSC had term expirations, leaving a total of four vacancies that have been noticed since August 2022. Discussion: The City Clerk’s office has received an application from Rob Fitzsimmons (Attachment 2) that meets the residency requirements, with no other applications having been received. Councilmember Orozco, being the next in line to make a nomination to the PSC, has submitted a nomination (Attachment 3) for Rob Fitzsimmons’ appointment. Therefore, Staff is recommending that Council adopt the resolution (Attachment 4) appointing Rob Fitzsimmons to the At-large City Resident position on the Public Spaces Commission, term to expire on February 1, 2026. Recommended Action: Adopt Resolution appointing Rob Fitzsimmons to the At-large City or County Resident position on the Public Spaces Commission, term to expire on February 1, 2026. BUDGET AMENDMENT REQUIRED: N/A CURRENT BUDGET AMOUNT: N/A PROPOSED BUDGET AMOUNT: N/A FINANCING SOURCE: N/A PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A COORDINATED WITH: N/A DIVERSITY-EQUITY INITIATIVES (DEI): Goal 5 – Instill diversity, equity, and inclusion as essential core elements of policy-making, accountability, and delivery of City services. CLIMATE INITIATIVES (CI): Page 322 of 390 Page 2 of 2 Page 323 of 390 ATTACHMENT 1 Page 324 of 390 Page 325 of 390 Page 326 of 390 Page 327 of 390 Page 328 of 390 ATTACHMENT 2 Page 329 of 390 Page 330 of 390 Rob Fitzsimmons Ukiah, CA Education B.A. Environmental Studies, University of California, Santa Barbara, June 2015 (Combined GPA: 3.68) • Honors: Distinction in the Major, Undergraduate Honors at Graduation, Outstanding Academic Achievement • Deans Honors: Spring 2014, Fall 2014, Spring 2015 • Transferred from Long Beach City College with a GPA of 3.82 • Dean's List with Honors, Fall 2012; Dean's List with Great Distinction. Spring 2013 • Vice President, Political Science Student Association • Member of the Environmental Planning Coalition • Design Editor, The Plover • Senior Thesis: Potential Role of Wetlands in LA Stormwater Management Experience Planner II, Dept of Planning and Building Services, County of Mendocino Ukiah, California September 2020 – current • Promoted from Planner I, Oct 2021 • Member, Mendocino County Housing Labor/Management Committee, SEIU 1021 (Jan 2023- current) • Spearheaded implementation of state laws regarding Accessory Dwelling Units and low-income housing • Contributed extensive revisions to the County Zoning Code during the comprehensive update • Collected data and prepared General Plan and HCD Annual Progress Reports • Coordinated interdepartmental policy implementation with the Cannabis Department • Provided technical assistance to local tribal governments preparing housing grant applications • Reorganized website to improve information accessibility • Project Review – Coastal Development, Ag Preserves, Use Permits, Building Permits, CEQA Assistant Planner, Community Development Department, County of Lake Lakeport, California May 2019 – March 2020 • Project Review - Minor and Major Use Permits, Lot Line Adjustments, Rezones, and Mergers • Proposed policy changes and drafted language for the General Plan Housing Element Update • Monitored developments in state housing laws and kept the department informed of changes • Worked with the Water Resources Department to update the National Flood Insurance CRS • Maintained the Department’s section of the County website Aquatics Director, Long Beach Sea Base, BSA Long Beach, California 2013-2018 (seasonal, with some year-round work) • Promoted from Environmental Science Counselor/Lifeguard, Summers 2007-2012, and Assistant Aquatics Director, 2013 • Worked with Camp Director and Program Director to design and run camp operations • Taught classes on local marine ecology and sustainability • Created and lobbied for several new programs which have since consistently sold out • Trained, supervised, and prepared evaluations for staff, and assisted in hiring selections Page 331 of 390 MEMORANDUM Date: January 26, 2023 To: Kristine Lawler, City Clerk From: Juan V. Orozco, Councilmember Subject: Nomination for Public Spaces Commission I nominate Rob Fitzsimmons for the Public Spaces Commission as an At-large City Representative, to be considered at the February 1, 2023, Regular City Council meeting. Signature ______________________________ ATTACHMENT 3 Page 332 of 390 RESOLUTION NO. 2023- RESOLUTION OF THE CITY COUNCIL OF THE CITY OF UKIAH APPOINTING ROB FITZSIMMONS TO THE PUBLIC SPACES COMMISSION WHEREAS, The Public Spaces Commission (PSC) was established February 2, 2022, and was a reformation of the Parks, Recreation, and Golf Commission (PRGC) and the Paths, Open Spaces, and Creeks Commission (POSCC), whose members became the PSC member; and WHEREAS, two of the PRGC members opted to not serve on the PSC, leaving two vacancies; and WHEREAS, the vacancies have been noticed since August 2022; and WHEREAS, the City Clerk’s office has received an application from Rob Fitzsimmons that meets the residency requirements; with no other applications having been received; and WHEREAS, the City Clerk’s office has received a nomination from Councilmember Orozco for the appointment of Rob Fitzsimmons. NOW, THEREFORE, BE IT RESOLVED, that the Ukiah City Council does hereby appoint the following person and term: BOARD/ COMMISSION NAME POSITION TERM ENDING Public Spaces Commission Rob Fitzsimmons At-large City Representative 2/1/2026 PASSED AND ADOPTED this 1st day of February, 2023, by the following roll call vote: AYES: NOES: ABSTAIN: ABSENT: _______________________________ Mari Rodin, Mayor ATTEST: __________________________________ Kristine Lawler, City Clerk ATTACHMENT 4 Page 333 of 390 Page 1 of 2 Agenda Item No: 12.a. MEETING DATE/TIME: 2/1/2023 ITEM NO: 2023-2288 AGENDA SUMMARY REPORT SUBJECT: Consider Changes to the Electric Utility Department Power Cost Surcharge Rider by Resolution. DEPARTMENT: Electric Utility PREPARED BY: Cindy Sauers, Electric Utility Director PRESENTER: Cindy Sauers, Electric Utility Director ATTACHMENTS: 1. Market_Conditions_Update_02012023 2. Amended Power Cost Surcharge Rider 02012023 3. Resolution Amending Power Cost Surcharge Rider Summary: Council will consider adopting a Resolution amending the Utility's Power Cost Surcharge Rider. The tool is designed to provide temporary rate adjustments to compensate for greater-than-normal fluctuations in energy costs. The Surcharge is based on the energy portion (kWh) of customers' bills and will be adjusted up or down as energy prices change. The proposed amendment simply increases the frequency of the calculated adjustments from bi-annual to quarterly and includes a factor for delayed billing. Background: On August 17, 2022, Council approved the Electric Utility's Power Cost Surcharge Rider (PCS). The PCS was implemented to mitigate the increased expense and volatility associated with procuring energy resources. It is applied to every kilowatt hour (kWh) that is sold and is based on actual power costs. The PCS, as originally written, was to be adjusted, up or down, every six months. Billing of the PCS began in October 2022. Since the Council's approval in August, energy prices have become even more volatile and unpredictable. Comparisons of December natural gas prices reflect an increase of 432% from 2021. This volatility has to do with gas transmission outages as well as reduced storage in the Pacific Northwest. Low precipitation levels prior to January also played a role in the high cost of energy because reservoir levels were only at 50% of normal years, resulting in reduced hydroelectric generation. See Attachment 1 for a presentation on energy market conditions. Discussion: Projections for the California energy market continue to be higher than average and are expected to remain volatile. Although recent precipitation is encouraging and natural gas prices have decreased some, uncertainty still remains. The proposed amendment to the PCS (Attachment 2) increases the frequency of recalculation to quarterly and adds an adjustment for delayed billing. These amendments will ensure the Utility is recovering the difference between the budgeted and actual energy costs in a more timely manner. The value of the PCS can be positive or negative and is calculated based on the actual cost to the utility. As power costs decrease, the PCS will decrease and customer bills will be reduced. If approved, implementation of the amended PCS for quarterly adjustments will begin on March 1, 2023. In accordance with Ukiah City Code Division 4, Chapter 6 Sections 3950 through 3957, the City Council will hold a public hearing on February 1, 2023, to receive the City Manager's Report and consider approval, by resolution, of modifications to the Power Cost Surcharge Rider. The Agenda Summary Report and the City Manager's Report are to be considered the same report and may be amended as necessary. Staff recommends adopting the Resolution (Attachment 3) amending the Power Cost Surcharge Rider. Page 334 of 390 Page 2 of 2 Recommended Action: Adopt Resolution modifying the Power Cost Surcharge Rider. 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: Sage Sangiacomo, City Manager; Dan Buffalo, Finance Director DIVERSITY-EQUITY INITIATIVES (DEI): CLIMATE INITIATIVES (CI): Page 335 of 390 Market Conditions Update February 1, 2023 Attachment 1 Page 336 of 390 Market Conditions 2 Attachment 1 Page 337 of 390 Market Conditions 3 Attachment 1 Page 338 of 390 4 December 2022 Daily PG&E City Gate Gas Index $0.00 $10.00 $20.00 $30.00 $40.00 $50.00 $60.00 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 $/ M M B t u Day October 2022 November 2022 December 2022 Attachment 1 Page 339 of 390 Market Conditions 5 Attachment 1 Page 340 of 390 Market Conditions 6 11/22/22 –1/10/23 Attachment 1 Page 341 of 390 Market Conditions 7 11/22/22 –1/10/23 Attachment 1 Page 342 of 390 8 DA Energy LMP values by Month Attachment 1 Page 343 of 390 9 Attachment 1 Page 344 of 390 10 $0 $20 $40 $60 $80 $100 $120 $140 $160 $180 $200 PG&E Ukiah Jan-23 Ukiah Mar-23 Residential Monthly Bill at 500 kWh PG&E 2023 vs Ukiah Ukiah current vs Ukiah PCS Change $79 Ukiah Bill Savings, 80% Savings. It would take 20% Ukiah bill increase a year & no change in PG&E to eliminate difference in 4 years. Page 345 of 390 11 Utility % of PB Funds to LI Assistance Alameda 30% Healdsburg 42% Lompoc 22% Palo Alto <1% Ukiah 70% Ukiah 2020 2021 2022 Energy Conservation $36,421 $22,860 $54,671 Low Income Assistance $172,325 $179,045 $140,731 Research and Demo $8,596 $4,884 $1,307 Marketing Materials $1,812 $965 $1,986 Page 346 of 390 12 Ukiah City Assistance for Relief through Energy Support CARES Program Program Less than 100% of FPIG 101% - 150% of FPIG 151% - 200% of FPIG Payments Senior Citizen Monthly Discount $40 $30 $20 Monthly bill credits Non-Senior Household Monthly Discount Program $30 $20 $10 Monthly bill credits Lower-Income Energy Efficient New Construction Program Rebate - Developer must apply and meet program requirements$500 - $2,000 Per apartment Attachment 1 Page 347 of 390 13 Questions / Comments Attachment 1 Page 348 of 390 Attachment 2 Amended Power Cost Surcharge Rider Resolution 2023- Adopted February 1, 2023 Supersedes Resolution 2022-54 City of Ukiah Amended Power Cost Surcharge Rider This amends the City of Ukiah Power Cost Surcharge Rider as per Resolution No. 2023- The Power Cost Surcharge (Surcharge) is a per kilowatt-hour (kWh) charge that is used to ensure an adequate revenue stream to cover all power costs incurred by Ukiah Electric’s system: including generation, management of Utility owned facilities, and transmission costs through Northern California Power Agency (NCPA). The Surcharge will be assessed to all customers as an additional charge per kWh to their standard rate. Calculation: A 12-month running sum of actual metered dollars invoiced and metered kWh of load for the previous 12 months of the NCPA Net All Resources Bill (ARB) will be maintained. The Surcharge Factor for a particular month will be calculated as the previous12-month sum of actual metered NCPA net ARB invoiced amounts divided by the previous 12-month sum of the NCPA ARB metered kWh monthly loads adjusted for distribution losses and for bill timing adjustments. The Surcharge is set as the difference between Surcharge Factor of quarterly and the January 2022 Surcharge Factor. The Surcharge can be negative or positive. The Surcharge is implemented quarterly on March 1st, June 1st, September 1st, and December 1st, with the first Power Cost Surcharge to begin on March 1, 2023. Page 349 of 390 Attachment 3 RESOLUTION NO. 2023- RESOLUTION OF THE CITY COUNCIL OF THE CITY OF UKIAH AMENDING THE POWER COST SURCHARGE RIDER WHEREAS: The City of Ukiah (“City”) provides electric utility services to residents and businesses in the City, and Ukiah Electric Utility is the City’s publicly owned electric utility with the City Council providing local governance and oversight; and WHEREAS: The City has operated the municipal electric utility for more than 110 years and the electric rates are based on the cost to provide service; and WHEREAS: The cost-of-service rates established to provide Ukiah customers with power include generation, transmission, and distribution components; and WHEREAS: The Electric Utility has experienced additional cost pressures brought upon by the California energy market’s price volatility due to drought, natural gas prices, and inflation; and WHEREAS: Council adopted Resolution 2022-54 Adopting a Power Cost Surcharge Rider to ensure that the Utility would fully recoup the cost to deliver power to Ukiah customers; and WHEREAS: The Power Cost Surcharge Rider implemented in October 2022 was based on the actual difference of cost to provide power less the cost projected in January 2022, and is recalculated on a bi-annual basis; and WHEREAS: The California energy market’s price volatility has increased to an even greater level and recovery of those costs is significantly delayed by using a bi-annual recalculation of the Power Cost Surcharge; and WHEREAS: In order to offset the volatility, a more frequent recalculation of the Power Cost Surcharge value with an adjustment due to bill timing would allow the Utility to recoup the added costs in a timelier manner; and WHEREAS: Under California Proposition 26, court rulings have indicated that electric rates must meet the cost-of-service requirements of the utility. The amended Power Cost Surcharge, based on actual costs, will meet the Proposition 26 requirements; and WHEREAS: The City Manager and Staff recommend proceeding with the amended Power Cost Surcharge Rider as outlined in Exhibit A; and WHEREAS: The Power Cost Surcharge will be applied to all customer’s usage, regardless of when the energy was used, and modified and applied, either up or down, based on actual costs on March 1st, June 1st, September 1st, December 1st every year with the first Amended Power Cost Surcharge to begin on March 1st, 2023; and WHEREAS: In accordance with the Ukiah City Code Division 4, Chapter 6, Sections 3950 through 3957, the City Council will hold a public hearing on February 1, 2023, to receive the City Manager’s Report and consider adopting a resolution to amend the Power Cost Surcharge Rider. Legal notices were published successfully in accordance with City Code section 3953; and NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Ukiah hereby adopts the Amended Power Cost Surcharge Rider, as set forth in Exhibit A. Page 350 of 390 Attachment 3 BE IT FURTHER RESOLVED PASSED AND ADOPTED at a regular meeting of the City Council of the City of Ukiah on the 1st day of February 2023, by the following roll call vote: AYES: NOES: ABSENT: ABSTAIN: _____________________________ Mari Rodin, Mayor ATTEST: _____________________________ Kristine Lawler, City Clerk Exhibit A City of Ukiah Amended Power Cost Surcharge Rider This amends the City of Ukiah Power Cost Surcharge Rider as per Resolution No. 2023- The Power Cost Surcharge (Surcharge) is a per kilowatt-hour (kWh) charge that is used to ensure an adequate revenue stream to cover all power costs incurred by Ukiah Electric’s system: including generation, management of Utility owned facilities, and transmission costs through Northern California Power Agency (NCPA). The Surcharge will be assessed to all customers as an additional charge per kWh to their standard rate. Calculation: A 12-month running sum of actual metered dollars invoiced and metered kWh of load for the previous 12 months of the NCPA Net All Resources Bill (ARB) will be maintained. The Surcharge Factor for a particular month will be calculated as the previous12 -month sum of actual metered NCPA net ARB invoiced amounts divided by the previous 12-month sum of the NCPA ARB metered kWh monthly loads adjusted for distribution losses and for bill timing adjustments. The Surcharge is set as the difference between Surcharge Factor of quarterly and the January 2022 Surcharge Factor. The Surcharge can be negative or positive. The Surcharge is implemented quarterly on March 1 st, June 1st, September 1st, and December 1st, with the first Power Cost Surcharge to begin on March 1, 2023. Page 351 of 390 Page 1 of 2 Agenda Item No: 13.a. MEETING DATE/TIME: 2/1/2023 ITEM NO: 2023-2302 AGENDA SUMMARY REPORT SUBJECT: Review of Applications Received, and Possible Adoption of Resolution Making Appointments to Fill Vacancies on the City of Ukiah Planning Commission. DEPARTMENT: City Clerk PREPARED BY: Kristine Lawler, City Clerk PRESENTER: Kristine Lawler, City Clerk and Craig Schlatter, Community Development Director. ATTACHMENTS: 1. Resolution 2021-52 2. Applications 3. Proposed Resolution 4. 13a Correspondence Received - Darcy Vaughn, Assistant City Attorney Summary: The City Council will review and consider applications received, and possibly adopt a resolution making appointments to fill vacancies on the City of Ukiah Planning Commission. Background: The Planning Commission had three term expirations: Laura Christensen, Mark Hilliker, and Alex de Grassi (filling the term of Chris Watt and Ruth Van Antwerp), leaving three vacancies on the Planning Commission. On January 20, 2021, the City Council voted to amend the procedure for filling vacancies on the Planning Commission to solicit applicants with the technical experience and qualifications needed to make the decisions required in their role as a Planning Commissioner. An Ordinance was then introduced on February 3, 2021, and adopted on February 17, 2021, to amend Division 1, Chapter 4, Article 4 of the City Code Regarding the Procedure for Filling Vacancies on the Planning Commission. This ordinance went into effect on March 19, 2021. On October 20, 2021, the City Council adopted Resolution 2021-52 (Attachment 1), which establishes a policy for the in-meeting process for nominating and appointing members to the Planning Commission. A vacancy notice for the positions was posted online, in the glass case in front of the Civic Center, and sent to the Library for posting on December 14, 2022, and was then published in the Ukiah Daily Journal on December 17, 2022, with a deadline for submittals listed as January 20, 2023, at noon. Four applications (Attachment 2) were received from Alex de Grassi, Elora Babbini, Mark Hilliker, and Thao Phi. Laura Christensen submitted a resignation letter on December 12, 2022, but was willing to continue until her seat is filled. Discussion: The primary role of a Planning Commissioner related to "current planning" (i.e. the granting of major discretionary entitlements) is to objectively determine facts and draw conclusions from those facts, basing decision on existing policy (set by City Council) and law; and considering Staff analyses, including agency goals and policies, along with community input, making recommendations and decisions based upon findings of fact. Council can follow the guidelines set forth in Resolution 2021-52, which includes the following steps: Applicant Statements: Page 352 of 390 Page 2 of 2 1. Each applicant will fill out an application/questionnaire that will be published with the agenda (Attachment 2), and which the councilmembers can review ahead of the meeting. 2. At the meeting, the candidates will give a three-minute statement of why they want to serve in the position. 3. Council can ask questions for specific candidates. 4. Public comment followed by additional Council questions if any. Discussion: 5. Councilmembers will discuss the pros, cons, and preferences of the various candidates (nominations are not accepted at this stage). NOTE: The following steps will be done separately for each vacant position. Ranking: 6. Councilmembers will fill out a ranking form (Exhibit A to Resolution no. 2021-52 – Attachment 1). The forms will be submitted to the clerk, and a short recess will be held while the clerk calculates the results using the Ranking Form Calculator Sheet (Exhibit B to Resolution no. 2021-52 - Attachment 1 – provides details of how the ranking is calculated). Following the recess, the clerk will present the results of the ranking forms. If there is a tie resulting in two or more candidates with top ranks*, the process will be repeated with the top- ranking candidates until there are only two top-ranking candidates. *The lowest score equals the top rank. 7. With the top two candidates, a final run-off vote will be completed with a blind vote using ballots that will be distributed and returned to the Clerk, where each Councilmember may vote for one candidate. The Clerk will tabulate and announce the results. The successful candidate is the one receiving the most votes. If there is more than one seat being filled, then the process starts over from Step #6, with the remaining candidates. Appointment: 8. Once successful candidates have been selected, the Mayor may call for a motion, second, and roll call vote to adopt the resolution making the appointment(s) (Attachment 3). Recommended Action: 1) Review, possibly interview applicants, and discuss applications received; 2) make nominations; 3) adopt resolution making appointments to fill vacant seats on the Planning 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: Craig Schlatter, Community Development Director DIVERSITY-EQUITY INITIATIVES (DEI): N/A CLIMATE INITIATIVES (CI): N/A Page 353 of 390 Page 1 of 2 RESOLUTION NO. 2021-52 RESOLUTION OF THE CITY COUNCIL OF THE CITY OF UKIAH ESTABLISHING A POLICY FOR THE IN-MEETING PROCESS FOR NOMINATING AND APPOINTING NEW MEMBERS (WHEN MORE THAN ONE CANDIDATE) TO THE CITY COUNCIL (FOR MID-TERM VACANCIES THAT COUNCIL OPTS TO APPOINT), PLANNING COMMISSION, AND DESIGN REVIEW BOARD. WHEREAS, the City Council and Staff have determined that it would be helpful to have written clarification for the in-meeting process of nominating and appointing new members (when more than one candidate) to the City Council (for mid-term vacancies that Council opts to appoint), Planning Commission, and Design Review Board. NOW, THEREFORE BE IT RESOLVED that the Council of the City of Ukiah adopts the following method for the in-meeting process of nominating and appointing new members (when more than one candidate) to the City Council (for mid-term vacancies that Council opts to appoint), Planning Commission, and Design Review Board: Applicant Statements: 1. Each applicant will fill out an application/questionnaire that will be published with the agenda, and which the councilmembers can review ahead of the meeting. 2.At the meeting, the candidates will give a three-minute statement of why they want to serve in the position. 3.Council can ask questions for specific candidates. 4.Public comment followed by additional Council questions if any. Discussion: 5. Councilmembers will discuss the pros, cons, and preferences of the various candidates (nominations are not accepted). Ranking: 6. Councilmembers will fill out a ranking form (Exhibit A to the Resolution – Attachment 1). The forms will be submitted to the clerk, and a short recess will be held while the clerk calculates the results using the Ranking Form Calculator Sheet (Exhibit B to the Resolution - Attachment 1 – provides details of how the ranking is calculated). Following the recess, the clerk will present the results of the ranking forms. If there is a tie resulting in three or more candidates with top ranks*, the process will be repeated with the top-ranking candidates until there are only two top-ranking candidates. The lowest score equals the top rank. 7. With the top two candidates, a final run-off vote will be completed with a blind vote using ballots that will be distributed and returned to the Clerk, where each Councilmember may vote for one candidate. The Clerk will tabulate and announce the results. The successful candidate is the one receiving the most votes. If there is more than one seat being filled, then the process starts over from Step #6, with the remaining candidates. ATTACHMENT 1 Page 354 of 390 Page 2 of 2 Appointment: 8. Once a successful candidate (or candidates, if there is more than one) has been selected, the Mayor may call for a motion, second, and roll call vote to adopt the resolution making the appointment(s). If there is only one candidate, then a simple discussion and adoption of a resolution is all that would be necessary to make the appointment. PASSED, ADOPTED and APPROVED this 20th day of October, 2021 by the following vote on roll call vote: AYES: NOES: ABSTAIN: ABSENT: Juan V. Orozco, Mayor ATTEST: Kristine Lawler, City Clerk Councilmembers Duenas, Brown, and Mayor Orozco None None Councilmembers Crane and Rodin Page 355 of 390 RANKING FORM Councilmember Name: Candidate #1 Candidate #2 Candidate #3 Candidate #4 Candidate #5 Candidate #6 Candidate #7 Candidate #8 Candidate #9 Candidate #10 Exhibit A Page 356 of 390 Page 357 of 390 ATTACHMENT 2 Page 358 of 390 Page 359 of 390 1/10/2023 Page 360 of 390 Page 361 of 390 Page 362 of 390 Page 363 of 390 Page 364 of 390 Page 365 of 390 Page 366 of 390 Page 367 of 390 Page 368 of 390 Page 369 of 390 Page 370 of 390 Page 371 of 390 Page 372 of 390 Page 373 of 390 Page 374 of 390 Page 375 of 390 Page 376 of 390 Page 377 of 390 Attachment 3 RESOLUTION NO. 2023-XX RESOLUTION OF THE CITY COUNCIL OF THE CITY OF UKIAH MAKING APPOINTMENTS TO THE PLANNING COMMISSION. WHEREAS, pursuant to Ordinance 1211, members of the Planning Commission shall be appointed by a majority of the City Council, each to serve at the will of the City Council up to a term of four (4) years; and WHEREAS, with the term expirations of Laura Christensen, Mark Hilliker, and Alex de Grassi, on December 19, 2022, there are three vacancies on the Planning Commission; and WHEREAS, the vacancies were posted online, in the glass case in front of the Civic Center, and sent to the Library for posting on December 14, 2023, and was then published in the Ukiah Daily Journal on December 17, 2022, with a deadline for submittals listed as noon on January 20, 2023; and WHEREAS, the City Clerk’s office received four applications from Alex de Grassi, Elora Babbini, Mark Hilliker; and Thao Phi; and WHEREAS, the City Council met on February 1, 2023, reviewed the applications, conducted interviews, made nominations, and voted to appoint ___________________, ___________________, and ___________________ to fill the vacancies. NOW, THEREFORE, BE IT RESOLVED, that the Ukiah City Council approve the nominations, and do hereby appoint the following persons and terms: PASSED AND ADOPTED this 1st day of February, 2023, by the following roll call vote: AYES: NOES: ABSTAIN: ABSENT: _______________________________ Mari Rodin, Mayor ATTEST: __________________________________ Kristine Lawler, City Clerk BOARD/ COMMISSION NAME POSITION TERM EXPIRATION Planning Commission Commissioner February 1, 2027 Planning Commission Commissioner February 1, 2027 Planning Commission Commissioner February 1, 2027 Page 378 of 390 Law Offices Of RAPPORT AND MARSTON An Association of Sole Practitioners 405 W. Perkins Street Ukiah, California 95482 e-mail: dvaughn@cityofukiah.com David J. Rapport (707) 462-6846 Darcy Vaughn FAX 462-4235 M E M O R A N D U M TO: Mari Rodin, Mayor, and the members of the City Council for the City of Ukiah FROM: Darcy C. Vaughn, Assistant City Attorney DATE: February 1, 2023 SUBJECT: Are the Positions of City Planning Commissioner and Chief Planner of the Mendocino County Cannabis Department Incompatible Offices under Government Code § 1099? _________________________________________________________________________ QUESTION You have asked: May an individual simultaneously serve as Chief Planner for the Mendocino County Cannabis Department and as a Planning Commissioner for the City of Ukiah? ANSWER Yes. Under state law, the position of Chief Planner for the County Cannabis Department is considered a public employee, and not a public office. As such, California Government Code § 1099 and the common law prohibition on holding incompatible offices do not apply. If a conflict of interest does arise while this individual serves on the Planning Commission, the individual may recuse themselves. DISCUSSION Under the common law Incompatible Offices rule, offices are incompatible if one of the offices has a supervisory, auditory, or removal power over the other or if there would be any significant clash of duties or loyalties in the exercise of official duties. If the performance of the duties of either office could have an adverse effect on the other, the doctrine precludes acceptance of the second office. People ex rel. Chapman v. Rapsey (1940) 16 Cal.2d 636, 641-644 (“Rapsey”). In 2005, the Legislature codified the common law rule by enacting Government Code section 1099. (a) of that section provides: “A public officer, including, but not limited to, an appointed or elected member of a governmental board, commission, committee, or other body, shall not simultaneously hold two public offices that are incompatible.” As the name of the Incompatible Offices rule suggests, two “offices” must be held for it to apply; Correspondence Received for Agenda Item 13a Page 379 of 390 To: Ukiah City Council Page 2 Subject: Are the Positions of City Planning Commissioner and Chief Planner for County Cannabis Department Incompatible Offices? Date: February 1, 2023 “employee” status in one of the positions renders the rule inapplicable. 68 Ops. Cal. Atty. Gen. 240, 241 (1985). Here, we must make a threshold determination of whether the position of Chief Planner for the County Cannabis Department is a “public office” for purposes of the incompatible office doctrine, or whether the Chief Planner is merely a public employee. Legal Standard for a Public Office California case law and Attorney General opinions guide our analysis of whether a government position is a public office or merely public employment. For the purpose of the doctrine of incompatible public offices, a public office is a position in government (1) which is created or authorized by the Constitution or some law; (2) the tenure of which is continuing and permanent, not occasional or temporary; (3) in which the incumbent performs a public function for the public benefit and exercises some of the sovereign powers of the state. 68 Ops. Cal. Atty. Gen. 337, 341-342 (1985), citing Rapsey, 16 Cal.2d at 639-640. What is meant by “sovereign powers of the state”? “If specific statutory and independent duties are imposed upon an appointee in relation to the exercise of the police powers of the State, if the appointee is invested with independent power in the disposition of public property or with the power to incur financial obligations upon the part of the county or state, if he is empowered to act in those multitudinous cases involving business or political dealings between individuals and the public, wherein the latter must necessarily act through an official agency, then such functions are a part of the sovereignty of the state.” 73 Ops. Cal. Atty. Gen. 183, 184-185 (1990), citing Schaefer v. Superior Court 113 Cal.App.2d 428, 432-433 (1952). What distinguishes a public officer from a public employee is that the former has a public duty delegated to him as an agent, in which role she exercises part of the governmental functions of the entity for which she is acting. “The duties are important and generally require the exercise of judgment and discretion.” Coulter v. Pool, 187 Cal. 181, 187 (1921). A public employee is not an agent of the state, but the servant or employee of the person or persons employing him, although the latter may be public officers and the employment may be in and about a public work or position. “An employment, as distinguished from an office, is, as a rule, based upon a contract with the employee, defining his duties, fixing his compensation and Page 380 of 390 To: Ukiah City Council Page 3 Subject: Are the Positions of City Planning Commissioner and Chief Planner for County Cannabis Department Incompatible Offices? Date: February 1, 2023 determining the period of his employment.” Foucht v. Hirni, 57 Cal. App. 685, 691-92 (1922) The Attorney General found that a superintendent of a school district was a public official. The position of superintendent was created by statute, i.e. the Education Code. Because a superintendent can be reappointed to successive terms, the position could be considered permanent. In analyzing whether the superintendent of schools exercised the sovereign power of the state, the Attorney General observed that, pursuant to the Education Code, the superintendent acted as the chief executive officer of the school district, empowered to act directly on behalf of the district in many important matters. The superintendent possessed statutory budget authority, as well as the authority to assign and transfer teachers to particular classes. The Attorney General opined that these were public functions performed for the public benefit and “like the authority to hire or make other contracts on behalf of the district, involve[d] an exercise of the sovereign powers of the state.” 68 Ops. Cal. Atty. Gen. 337, 348-349 (1985) In contrast, the Attorney General found that the civil service position of Assistant Superintendent of Public Instruction for the State Department of Education was a public employee. Based on the job description for the position, the Assistant Superintendent would not be considered a head of a department, nor a chief of a division, a deputy or a secretary of a department. Furthermore, based on the job description, the Assistant Superintendent did not actually set or make policy for the department for which he worked. “Rather, he appear[d] to be a high level employee who basically administers department functions under the direction of the Superintendent of Public Instruction and the Deputy Superintendent in charge of Departmental Administration.” As such, the Attorney general concluded conclude that the Assistant Superintendent was a public employee, not a public official. 56 Ops. Cal. Atty. Gen. 556, 560-561 (1973). In an opinion concluding that the coordinator-manager of a district agricultural association was not a public official, the Attorney General observed the limited nature of that position’s powers and duties, noting that the position had no power to contract or execute agreements on behalf of the association or to bind the state in any way. Rather, the coordinator-manager was an agent of the association carrying out the directives of the board of directors and did not in any sense exercise any of the sovereign powers of the state. 40 Ops. Cal. Atty. Gen. 238, 239-240 (1962) Analysis Elora Babbini has applied for appointment to the City Planning Commission. Ms. Babbibi currently serves as Chief Planner for the Cannabis Department. This Department separated from the County Planning and Building Department in 2021. The Cannabis Department has a sole responsibility: to process applications for cannabis enterprises. These applications are reviewed ministerially and do not involve an exercise of discretion. The position of Chief Planner is the highest-level managerial staff position in the Cannabis Department. The immediate supervisor Page 381 of 390 To: Ukiah City Council Page 4 Subject: Are the Positions of City Planning Commissioner and Chief Planner for County Cannabis Department Incompatible Offices? Date: February 1, 2023 for this position is the Cannabis Department Director, which is an appointed position. The position of Chief Planner for the Cannabis Department is not exempt from civil service laws and regulations. The position of Chief Planner was not created by statute. The position was posted, and Ms. Babbini applied for the position. Her application was reviewed by the County Human Resources Department through the same process that any other application for county employment would be reviewed. The Director of the Cannabis Department and administrator of the Cannabis Program conducted her interview and determined whether to hire her for the position. Based on the job description for this position, I do not believe that the Chief Planner exercises the sovereign power of the state in executing the duties of the position. The position involves management of the department charged with ministerial review of applications for cannabis enterprises. In the exercise of her duties, Ms. Babbini services as a “high level employee who basically administers department functions under the direction” of the Director of the Cannabis Department. The Chief Planner does not set policy for the Department, nor is this position authorized to enter into contracts or otherwise bind the County. The position does not involve the exercise of a high level of judgment and discretion in service of the public. Furthermore, the position serves at the will of the Director of the Cannabis Department and can be terminated at any time. As such, in her role as Chief Planner, Ms. Babbini occupies a civil service position as a public employee for the County. As she is not a public official, the Incompatible Offices rule does not apply here, and she does not have to choose between serving as a Chief Planner or a City Planning Commissioner. Please let me know if you have additional questions or concerns on this topic. I am happy to do additional research on this issue. Page 382 of 390 Page 1 of 2 Agenda Item No: 14.a. MEETING DATE/TIME: 2/1/2023 ITEM NO: 2023-2289 AGENDA SUMMARY REPORT SUBJECT: Annual Report on Public Spaces Commission Status and Outreach Plan. DEPARTMENT: Community Services PREPARED BY: Neil Davis, Community Services Director PRESENTER: Neil Davis, Community Services Director ATTACHMENTS: 1. PSC Outreach Plan 2023dRAFT 2. 2023 Schedule DRAFT Summary: Council will receive and consider a report on the Status and 2023 Outreach Plan for the Public Spaces Commission. Background: Following City Council direction in January 2021, Staff engaged in a public process to merge the Paths, Open Space and Creeds Commission (POSCC) and the Parks, Recreation, and Golf Commission (PRGC). Following that process, at the February 2, 2022, City Council meeting, an ordinance (Div 1. Government, Chapter 4. Commissions and Boards, Article 1 Public Spaces Commission) was introduced to create the Public Spaces Commission, allowing for all current, interested members of the PRGC and PORCC to continue to serve through the end of their terms, with the Commission being weaned to seven members as terms expired or members resigned. Per the ordinance, the Public Spaces Commission (PSC) is to have three primary functions. The first function is to solicit, collate, and analyze public input, and provide advice and recommendations to Council based on this input. The second function is to form short-term “working groups,” both among themselves as well as with members of the public, to pursue areas of collective interest and to assist City Staff with work product and special projects. The third function is to annually update the Public Spaces Commission Community Outreach Plan (Attachment 1). The intent of the annual update to the plan is to allow the PSC, in collaboration with Staff and Council, to continually improve the community input and engagement process. The first Annual Community Outreach plan was adopted by the City Council and presented to the new commission. The Outreach plan includes a minimum of two Community Forums per year and four commission meetings to allow for the preparation of the Community Forums and to allow for the commissioners to report on small group projects. Council requested an annual status update on the Outreach Plan and efficacy of the Commission. Discussion: The initial meeting of the new Public Spaces Commission (PSC) was held on March 23rd, a little over one month after the group was formed. A commission chair was elected and the outreach plan and a schedule for the year were approved. A few commissioners chose to step down rather than participate in the new process. The current commission has only four members but two new members are applying. The minimal number of commissioners has made it difficult to establish a quorum at meetings, and additional meeting scheduling challenges have been created by inadvertent administrative errors. However, there have also been a number of positive steps. The average number of attendees for the meetings has increased, and the Staff-to-commissioner ratio has decreased. Although the first Community Forum attracted only seven participants, the November Community Forum had 30 attendees, an unprecedented Page 383 of 390 Page 2 of 2 amount of public engagement. Staff have become more proficient in scheduling, noticing, and conducting hybrid meetings, thereby facilitating participation. Following the Community Outreach Plan, Staff sent the first two quarterly e-newsletters and have sent a total of 24 email updates. Further, a new system of email communication has been initiated that will allow for improved tracking of community engagement. The first meeting of this year once again lacked a quorum, so the Commission was unable to approve the reintroduction of the Community Outreach Plan (Attachment 1) and schedule (Attachment 2). These guiding documents will continue to be used until the Commission can present and update new documents. Recommended Action: Receive report. BUDGET AMENDMENT REQUIRED: No CURRENT BUDGET AMOUNT: 0 PROPOSED BUDGET AMOUNT: 0 FINANCING SOURCE: NA PREVIOUS CONTRACT/PURCHASE ORDER NO.: NA COORDINATED WITH: DIVERSITY-EQUITY INITIATIVES (DEI): N/A CLIMATE INITIATIVES (CI): N/A Page 384 of 390 1 Attachment 1 Public Spaces Commission Community Outreach Plan 1/2023 DRAFT The Mission of the Public Spaces Commission (PSC) is to foster a culture of informed community participation in the planning and implementation of the wise use of public spaces. The seven-member PSC shall have the power and duty to solicit, collate, and analyze public input on the wise use of public spaces and; provide recommendations and advice to both staff and the City Council based on said input. Additionally, PSC members in collaboration with staff may choose to form “working groups” to explore and formulate advice or recommendations on specific areas regarding the wise use of public spaces. In support of the PSC mission, City staff will; 1. Convene Biannual Community Input Forums 2. Prepare a Quarterly Public Spaces E-Newsletter 3. Convene four time per year Public Input Forum planning meetings 4. Prepare and distribute a monthly Parks and Recreation Update Video 5. Provide staff support to working groups on mutually agreed upon topics 6. Assist the PSC in an annual update to this plan. Public Spaces Biannual Community Input Forums The Public Spaces Biannual Community Input Forums will be held as hybrid in-person and online events. Meetings will be planned to cover two to four prearranged topics with time available for discussion of an unplanned topic at attendee consensus request. The PSC will work with staff to decide upon topics and presenters. City staff will prepare presentations that will include Q&A sessions after the presentations. Forums will be recorded and available on the City You Tube Channel Prepare a Quarterly Public Spaces E-Newsletter E-Newsletter will cover the same topics as Community Input Forum to allow for an additional medium for distribution. E- Newsletter may contain additional material. E-Newsletter will be distributed to an interested parties list and be available online. Convene four time per year PSC Public Input Forum Planning and Workgroup meetings These meetings will allow PSC members the opportunity to work with staff to plan the Community Input Forums and to report on PSC working group activities. Prepare and distribute a monthly Parks and Recreation Update Video The Community Services Supervisor or Designee will record a video presentation with updates on the Parks and Recreation activities. The presentation will be based on the report that has traditionally been provided to the Parks, Rec, and Golf Commission (PRGC) but it will be made available to a much wider audience through You Tube, social, media, and e-newsletter. Working Groups PSC members will be encouraged to form Working Groups both among themselves as well as with members of the public to pursue areas of interest and to the benefit of effective City management. All working groups should have a City Council member of staff “sponsor” to ensure a collaborative approach. Page 385 of 390 2023 Schedule (Proposed) Attachment 2 All Dates Second Tuesday of the Month.  Jan u a r y Feb rua r y Mar ch Ap r il May Jun e Jul y Au g us t Sep tem ber Oc to b er Nove m be r Dec e m b e r 2023 ‐ PSC Proposed Park/Rec Monthly Update Quarterly Newsletter Planning / Work Group Meetings Biannual Community Forum Page 386 of 390 Page 1 of 1 Agenda Item No: 14.b. MEETING DATE/TIME: 2/1/2023 ITEM NO: 2023-2299 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 Rodin and Various Councilmembers ATTACHMENTS: 1. 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 387 of 390 2023 CITY COUNCIL SPECIAL ASSIGNEMENTS LOCAL / UKIAH VALLEY MTG DATE/TIME MEETING LOCATION MAILING ADDRESS/CONTACT COMMITTEE FUNCTION ASSIGNED TO PRINCIPAL STAFF SUPPORT 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 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 Traci Boyl, City Manager's Office Management Analyst; 467-5720; tboyl@cityofukiah.com Greater Ukiah Business & Tourism Alliance 4th Monday of month, 10:00 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 Rodin Duenas - Alternate Shannon Riley, Deputy City Manager; 467-5793 sriley@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 Rodin Orozco- Alternate Sean White, Director of Water Resources; 463-5712 swhite@cityofukiah.com North Coast Opportunities (NCO)4th Wednesday of month, 2 p.m. Alternating locations - Ukiah and Lakeport Governing Board Chair North Coast Opportunities 413 North State Street Ukiah, CA 95482 Assist low income and disadvantaged people to become self reliant Burgess Jake Burgess, Community Services Supervisor; 463-6201 jburgess@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 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 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 MENDOCINO COUNTY MTG DATE/TIME MEETING LOCATION MAILING ADDRESS/CONTACT COMMITTEE FUNCTION ASSIGNED TO PRINCIPAL STAFF SUPPORT 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 - Primary; Vice Mayor - Alternate) Mayor Rodin Vice Mayor Duenas - Alternate Kristine Lawler, City Clerk; 463-6217 klawler@cityofukiah.com 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 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 Duenas Kristine Lawler, City Clerk; 463-6217; klawler@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 Rodin 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 Rodin Duenas - 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 Duenas Sher - Alternate Tim Eriksen, Public Works Director/City Engineer; 463-6280 teriksen@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 Liaisons: Owen/Schlatter Greg Owen, Airport Manager; 467-2855; gowen@cityofukiah.com Craig Schlatter, Director of Community Development; 463-6219; cschlatter@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 Rodin Crane - Desired Alternate if appointment becomes available with City Selection Committee Craig Schlatter, Director of Community Development; 463-6219; cschlatter@cityofukiah.com 1/24/2023 ATTACHMENT 1 Page 388 of 390 2023 CITY COUNCIL SPECIAL ASSIGNEMENTS MENDOCINO COUNTY Continued MTG DATE/TIME MEETING LOCATION MAILING ADDRESS/CONTACT COMMITTEE FUNCTION ASSIGNED TO PRINCIPAL STAFF SUPPORT 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 Crane 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 Sher Duenas - Alternate Tim Eriksen, Public Works Director/City Engineer; 463-6280 teriksen@cityofukiah.com 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, Police Captain Duenas - Alternate Cedric Crook, Police Captain 463-6771; ccrook@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 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 REGIONAL MTG DATE/TIME LOCATION MAILING ADDRESS/CONTACT COMMITTEE FUNCTION ASSIGNED TO PRINCIPAL STAFF SUPPORT Great Redwood Trail Agency Bi-monthly, 3rd Thursdays, 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 Rodin Duenas - Alternate Neil Davis, Community Services Director 467-5764 ndavis@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 Orozco Duenas -Alternate Sage Sangiacomo, City Manager; 463-6221 ssangiacomo@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 425 South Main St., Sebastopol, CA 95472 508-3670 Consider issues related to Russian river - plans projects and funding requests Rodin Sher - Alternate Tim Eriksen, Public Works Director/City Engineer; 463-6280 teriksen@cityofukiah.com Northern California Power Agency (NCPA) Commission 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 State and local power utilities developing and operating power generation, providing scheduling and related energy services and providing regulatory and legislative support. Crane - Commissioner Sauers - Alternate and Commissioner in absence of Commissioner Crane Cindi Sauers - Electric Utility Director; 463-6286 csauers@cityofukiah.com Northern California Power Agency (NCPA) – Lodi Energy Center (LEC) Appointment 2nd Monday of  month, 10:00 AM Lodi, CA and other locations 651 Commerce Drive Roseville, CA 95678 916-781-4299 Committee oversees the operation, maintenance and  expenditures of the LEC 300 MW generating project. Sauers – Project Participate  Appointee Cindy Sauers, Electric Utility Director, 463‐6286, csauers@cityofukiah.com Transmission Agency of Northern California (TANC) 4th Wednesday of month, 10 a.m. 35 Iron Point Circle Suite 225 Folsom, CA 35 Iron Point Cir #225 Folsom, CA 95630 916-852-1673; info@tanc.us Provide electric transmission to its Member utilities through transmission line ownership or contract arrangements. Crane Sauers - Alternate Cindi Sauers - Electric Utility Director; 463-6286 csauers@cityofukiah.com STANDING COMMITTEES MTG DATE/TIME LOCATION MAILING ADDRESS/CONTACT COMMITTEE FUNCTION ASSIGNED TO PRINCIPAL STAFF SUPPORT Diversity and Equity 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 Fire Executive Committee 2nd Wednesdays of month, 3:45 p.m. Ukiah Valley Conference Center, 200 S. School Street Ukiah, CA 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/Sher Doug Hutchison, Fire Chief; 463-6263; dhutchison@cityofukiah.com Countywide Oversight Board to the RDA Successor Agencies 4th Thursday of January, 4:00 p.m.; meets annually Ukiah Valley Conference Center, 200 S. School Street Ukiah, CA City of Ukiah ATTN: City Clerk 300 Seminary Ave. Ukiah, CA 95482 707-463-6217 oversee and direct the Successor Agencies of the former redevelopment agencies Crane Dan Buffalo, Director of Finance; 463-6220 dbuffalo@cityofukiah.com Kristine Lawler, City Clerk; 463-6217, klawler@cityofukiah.com 1/24/2023 Page 389 of 390 COMMITTEE ASSIGNED TO PRINCIPAL STAFF SUPPORT Electric Grid Operational Improvements Crane/Orozco Cindy Sauers, Electric Utility Director; 463-629586 csauers@cityofukiah.com Trench Cut Policy Development Crane Tim Eriksen, Public Works Director/City Engineer; 463-6280 teriksen@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 Craig Schlatter, Community Development Director 463-6219 cschlatter@cityofukiah.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/Orozco Dan Buffalo, Director of Finance;  463‐6220 dbuffalo@cityofukiah.com Sean White, Water Resources Director 463‐5712 swhite@cityofukiah.com  Orr Street Bridge Corridor Rodin/Sher Tim Eriksen, Public Works Director/City Engineer; 463-6280 teriksen@cityofukiah.com Complete Streets Rodin/Crane Tim Eriksen, Public Works Director/City Engineer; 463-6280 teriksen@cityofukiah.com Shannon Riley, Deputy City Manager 467-5793 sriley@cityofukiah.com Neil Davis, Community Services Director 467-5764 ndavis@cityofukiah.com Special Districts (Water District Consolidation)Orozco/Crane Shannon Riley, Deputy City Manager 467‐5793 sriley@cityofukiah.com Corp Yard Planning Crane/Orozco Jason Benson, Senior Civil Engineer  463‐6284 jbenson@cityofukiah.com Police Chief Recruitment Rodin/Sher Shannon Riley, Deputy City Manager 467‐5793 sriley@cityofukiah.com City/District Review of 2019/22 Proposed Fire Code Crane/Orozco Doug Hutchison, Fire Chief 463‐6263 dhutchison@cityofukiah.com Mendocino County Courthouse Project and Reuse Sher/Orozco Shannon Riley, Deputy City Manager 467‐5793 sriley@cityofukiah.com 2023 AD HOC COMMITTEES 1/13/2023 Page 390 of 390