Ukiah City Council
February 1, 2023

City Council
Regular Meeting
AGENDA
(to be held both at the physical and virtual locations below) Civic Center Council Chamber ♦ 300 Seminary Avenue ♦ Ukiah, CA 95482 To participate or view the virtual meeting, go to the following link: https://zoom.us/j/97199426600 Or you can call in using your telephone only:
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US: +16699009128,,97199426600# or +12532158782,,97199426600# Alternatively, you may view the meeting (without participating) by clicking on the name of the meeting at www.cityofukiah.com/meetings.

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:

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.

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

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

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

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):

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 HistoryMonth 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

Attachment 2

AGENDA ITEM 6a

CITY OF UKIAH

CITY COUNCIL MINUTES
Special Meeting

CIVIC CENTER COUNCIL CHAMBERS
300 Seminary Avenue, Ukiah, CA 95482
Virtual Meeting Link: https://zoom.us/j/97199426600
Ukiah, CA 95482
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.

City Council Minutes for January 11, 2023, Continued:

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 COVID19 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

City Council Minutes for January 11, 2023, Continued:

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

City Council Minutes for January 11, 2023, Continued:

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

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
CraneOrozco - Alternate
Alan Carter, Treasurer
Dan Buffalo, Director of Finance; 463-6220 [email protected] 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 95482467-5765 - Tami Bartolomei Develop any necessary emergency and mutual aid plans, agreements, ordinances, resolutions, rules, and regulations.

OrozcoDuenas- Alternate
Traci Boyl, City Manager's Office Management Analyst; 467-5720; [email protected] 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 RodinDuenas - Alternate
Shannon Riley, Deputy City Manager;467-5793 [email protected] Mendocino County Inland Water and Power Commission (IWPC) 2nd Thursday of month, 6:00 p.m.

Civic Center
300 Seminary Avenueconference room 5
IWPC Staff P.O. Box 1247Ukiah, CA 95482391-7574 - Candace Horsley Develops coordination for water resources and current
water rights: Potter Valley project - Eel River Diversion RodinOrozco- Alternate
Sean White, Director of Water Resources; 463-5712 [email protected] North Coast Opportunities (NCO) 4th Wednesday of month, 2 p.m. Alternating locations - Ukiah and Lakeport Governing Board Chair
North Coast Opportunities413 North State StreetUkiah, CA 95482 Assist low income and disadvantaged people to become self reliant Burgess Jake Burgess, Community Services Supervisor; [email protected] 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 [email protected] Ukiah Valley Basin Groundwater Sustainability Agency (GSA) 2nd Thursday of month, 1:30 p.m.

Board of Supervisors Chambers; 501 Low Gap RoadUkiah, CA County Executive Office501 Low Gap Rd., Rm. 1010Ukiah, CA 95482463-4441 GSA serves as the Groundwater Sustainability Agency in the Ukiah Valley basin CraneDuenas - Alternate
Sean White, Director of Water Resources;
463-5712 [email protected]

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 [email protected] Development & Financing Corporation (EDFC) 2nd Thursday of month, 2:00 p.m.

Primarily 631 S. Orchard Street (location varies)
Executive Director631 South Orchard AvenueUkiah, CA 95482467-5953 Multi-agency co-op for economic development and business loan program Riley(appointed 12/19/18)
Shannon Riley, Deputy City Manager;467-5793 [email protected] 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; [email protected] Mendocino County 1st District Liaison Monthly; TBD
Civic Center Annexconference room #5411 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 RodinCrane - Alternate
Sage Sangiacomo, City Manager;463-6221; [email protected] Mendocino County 2nd District Liaison 1st Wednesdays of month, 8:00 a.m.

Civic Center Annexconference 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 RodinDuenas - Alternate
Shannon Riley, Deputy City Manager;467-5793 [email protected] 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. 206Ukiah, CA 95482463-1859
Plan and allocate State funding, transportation, infrastructure and project County wide DuenasSher - Alternate
Tim Eriksen, Public Works Director/City Engineer; 463-6280 [email protected] Mendocino County Airport Land Use Commission As needed
BOS Conference Room501 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; [email protected] Schlatter, Director of Community Development; 463-6219; [email protected] Mendocino County Local Area Formation Commission (LAFCO) 1st Monday of month, 9:00 a.m. Board of Supervisors Chambers Executive Director200 S. School Street, Ste. 2Ukiah, CA 95482463-4470 Required by legislation - planning spheres of influence, annexation, service areas, and special districts
RodinCrane - Desired Alternate if
appointment becomes available with City Selection Committee Craig Schlatter, Director of Community Development; 463-6219; [email protected] 1/13/2023

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 Director3200 Taylor DriveUkiah, CA 95482468-9710 County-wide Solid Waste JPA Crane Duenas- Alternate Tim Eriksen, Public Works Director/City Engineer; 463-6280 [email protected] 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 Director241 Plant RoadUkiah, CA 95482462-1422 County-wide bus transportation issues and funding Sher Duenas - Alternate Tim Eriksen, Public Works Director/City Engineer; 463-6280 [email protected] Mendocino Youth Project JPA Board of Directors
3rd Wednesday of month, 7:45 a.m.
776 S. State Street Conference Room
Mendocino Co. Youth Project776 S. State Street, Ste. 107Ukiah, 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 CaptainDuenas - Alternate
Cedric Crook, Police Captain 463-6771; [email protected] 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; [email protected]; 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 [email protected] 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 RdUkiah, CA 95482462-1210
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
[email protected]
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 [email protected] 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 OrozcoDuenas -Alternate
Sage Sangiacomo, City Manager; 463-6221 [email protected] 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 RodinSher - Alternate
Tim Eriksen, Public Works Director/City Engineer; 463-6280 [email protected] 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 95678916-781-4202
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 - CommissionerSauers - Alternate and
Commissioner in absence of Commissioner Crane
Cindi Sauers - Electric Utility Director;463-6286 [email protected] Northern California Power Agency (NCPA) – Lodi Energy Center (LEC) Appointment 2nd Monday of
month, 10:00 AM Lodi, CA and other locations
651 Commerce DriveRoseville, CA 95678916-781-4299
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, [email protected]
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 #225Folsom, CA 95630916-852-1673; info @tanc.us
Provide electric transmission to its Member utilities through transmission line ownership or contract arrangements.

CraneSauers - Alternate
Cindi Sauers - Electric Utility Director;463-6286 [email protected]

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; [email protected] 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;
[email protected]
1/13/2023

COMMITTEE ASSIGNED TO PRINCIPAL STAFF SUPPORT
Electric Grid Operational Improvements Crane/Orozco Cindy Sauers, Electric Utility Director; 463-629586 [email protected]
Trench Cut Policy Development Crane Tim Eriksen, Public Works Director/City Engineer; 463-6280 [email protected]
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 [email protected]
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 [email protected]
Sean White, Water Resources Director
463‐5712 [email protected]
Orr Street Bridge Corridor Rodin/Sher Tim Eriksen, Public Works Director/City Engineer; 463-6280 [email protected]
Complete Streets Rodin/Crane
Tim Eriksen, Public Works Director/City Engineer;
463-6280 [email protected]
Shannon Riley, Deputy City Manager
467-5793 [email protected]
Neil Davis, Community Services Director
467-5764 [email protected]
Special Districts (Water District Consolidation) Orozco/Crane Shannon Riley, Deputy City Manager 467‐5793 [email protected]
Corp Yard Planning Crane/Orozco Jason Benson, Senior Civil Engineer 463‐6284 [email protected]
Police Chief Recruitment Rodin/Sher Shannon Riley, Deputy City Manager 467‐5793 [email protected]
City/District Review of 2019/22 Proposed Fire
Code Crane/Orozco Doug Hutchison, Fire Chief
463‐6263 [email protected]
Mendocino County Courthouse Project and
Reuse Sher/Orozco Shannon Riley, Deputy City Manager
467‐5793 [email protected]
2023 AD HOC COMMITTEES
1/13/2023

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.

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

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

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

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

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

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

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

Attachment 4

Agenda Item No: 8.b.

MEETING DATE/TIME: 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.

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
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.

ATTACHMENT 1

Project
Client
Plot Date: 21 December 2022 - 6:10 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\GN\C3D\sheets\12557341-GHD-0000-IDX-GN-D002.dwg 0 Bar is one inch on
original 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 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"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size 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.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

SHEET INDEX
NONE G-002 2
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

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

CL, C CENTERLINE

EA EACH
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

L FLOW LINE

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
BAVE
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

SCH, SCHEDULE

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

RD ROAD
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
(N) NEW
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):

EXISTING NEW
Ø
±

BC BOTTOM OF CURB, BEGIN CURVE

BVC BEGIN VERTICAL CURVE

PCC PORTLAND

EC END CURVE

EVC END VERTICAL CURVE
ABBREVIATIONS NOT LISTED.

PRINCIPAL

GB GRADE BREAK

NS NON SHRINK

RRSPK RAILROAD SPIKE
C.I.P. CAST IN PLACE

ARI AGENCY RETAINED ITEMS

SB SETBACK

OHE OVERHEAD ELECTRICAL

T TANGENT

PLTR PLANTER

TR TRASH RECEPTACLE

X-WALK CROSSWALK

SHEET WHERE SECTION OR DETAIL
OCCURS

LETTER INDICATES SECTION, NUMBER

INDICATES DETAIL

CONCRETE CEMENT

LEGEND ABBREVIATIONS
L

BCR BEGIN CURB RETURN

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

OG ORIGINAL GROUND
OR

FG FINISH GRADE

HDPE HIGH DENSITY POLYETHYLENE PIPE

HYD HYDRANT

JP JUNCTION UTILITY POLE

PC POINT OF CURVE

PE POLYETHYLENE

POINT OF TANGENT BEGINNING

RR RAILROAD

SAT SATURATED

SF SQUARE FEET

SQ SQUARE

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: EXISTING NEW
OR

INDICATES DIRECTION OR FLOW
NWP Co NORTHWESTERN PACIFIC RAILROAD COMPANY

SDJB STORM DRAIN JUNCTION BOX

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

AP ANGLE POINT

RETAINING WALL (TRIANGLES ON RETAINED SIDE)

CIL CENTRAL INSTRUMENT HOUSE LOCATION

ST START

GRTA GREAT REDWOOD TRAIL AGENCY
X

MPH MILES PER HOUR

OHW ORDINARY HIGH WATER

DBH DIAMETER AT BREAST HEIGHT

ORDINARY HIGH WATER LINE, APPROXIMATE

CABLE RAILING AT WALLS

LEGEND & ABBREVIATIONS
NO SCALE G-003 3
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022
Project
Client
Plot Date: 21 December 2022 - 6:11 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\GN\C3D\sheets\12557341-GHD-0000-NOT-GN-D003.dwg 0 Bar is one inch on
original 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 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"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size 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.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

LEGEND & ABBREVIATIONS
NO SCALE G-003 3
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022

CONSTRUCTION NOTES
NO SCALE G-004 4
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022
Project
Client
Plot Date: 21 December 2022 - 6:11 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\GN\C3D\sheets\12557341-GHD-0000-NOT-GN-D003.dwg 0 Bar is one inch on
original 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 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"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size 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.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

CONSTRUCTION NOTES
NO SCALE G-004 4
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

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 "T" LINE 456+00NORGARD LN

AIRPORT PARK BLVD
N
HWY 101 SOUTH
HWY 101 NORTH
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 AIRPORT BLVD
WINERY
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
L402 C401
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" LINE COMMERCE DRIVE
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 Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\VS\C3D\sheets\12557341-GHD-0000-CTL-VS-D005.dwg 0 Bar is one inch on
original 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 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"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size 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.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

SURVEY CONTROL AND

ALIGNMENT DATA
AS SHOWN G-005 5
H. DAAS
H. DAAS
R. MADDOCK
E. FANSELAU SEP 30, 2022 B-B MATCH LINE
B-B

MATCH LINE A-A MATCH LINE A-A MATCH LINE
0 80' 160'
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

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

PLANT ROAD
HWY 101 SOUTH HWY 101 NORTH
N
STA 480+00, 0.00'
N: 2168951.7620
E: 6223361.9116

NORGARD LN
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 Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\VS\C3D\sheets\12557341-GHD-0000-CTL-VS-D005.dwg 0 Bar is one inch on
original 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 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"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size 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.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

SURVEY CONTROL AND

ALIGNMENT DATA

ADD ALTERNATIVE
AS SHOWN G-006 6
H. DAAS
H. DAAS
R. MADDOCK
E. FANSELAU SEP 30, 2022
0 80' 160'
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).

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

ES EP EP 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

ES EP EP ES

1.5%
FG

1.5%
1 2 1 GRADE 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

ES EP EP 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

ES EP EP 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 Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D001.dwg 0 Bar is one inch on
original 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 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"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size 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.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TYPICAL SECTIONS - COMMERCE

DR TO AIRPORT RD
NO SCALE C-001 7
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022

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

ES EP EP 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

ES EP EP 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 CL
5'
LANE
5'
LANE
2'
SHLDR

EP EP 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

ES EP EP 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

ES EP EP 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 Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D001.dwg 0 Bar is one inch on
original 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 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"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size 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.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TYPICAL SECTIONS - AIRPORT RD

TO NORGARD LN
NO SCALE C-002 8
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022

RAIL CL
OG

TRAIL CL
2'
SHLDR 5'
LANE
5'
LANE
2'
SHLDR

ES EP EP ES
2:1

1.5% 2:1
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

ES EP EP 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

ES EP EP ES
2:1 2:1

1.5%
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

ES EP EP 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

ES EP EP 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 Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D001.dwg 0 Bar is one inch on
original 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 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"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size 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.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TYPICAL SECTIONS - NORGARD

LN TO PLANT RD

ADD ALTERNATIVE
NO SCALE C-003 9
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022

D
D STOP
600
600
600
605
605
605
605
605
605
605
605 605
605
605
605FO 604
604
606
599
600
601
602
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

COMMERCE DR
R/W
R/W

R/W R/W

R/W R/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: 400+35.09
EC: 401+33.87
S0°19'15"W

35.09 S5°20'22"E
1574.23 R1000.00

98.79 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-503 WATER TANK
5 C-502
5 C-502
MATCHLINE STA 403+90 ELEVATION ELEVATION
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% STA = 400+31.10 EL = 605.33 CONFORM STA = 401+16.49 EL = 604.99 400+50 605.7 605.25401+00 604.7 605.05401+50 604.8 604.93402+00 604.8 604.85402+50 604.8 604.77403+00 604.8 604.69403+50 604.8 604.61 PG

OG COMMERCE DR
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 Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original 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 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"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size 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.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 400+00 TO STA 403+90
1" = 20' C-101 10
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.

SEE SHEET C-102
1 WATER TANK EF EF 2022-12-13

WATER TANK
N
0 10' 20'
R/W
R/W

600 600 600
600
605
605
605 605
605 605 605
605 605
605
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
599 598
601
602
602
602
603
603
603
604
604
604
604
598
599
601
602
603
604
404+00 405+00
406+00
407+00 408+00

R/W R/W

R/W R/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 MATCHLINE STA 403+90 MATCHLINE STA 407+80 ELEVATION ELEVATION 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% STA = 404+38.53 EL = 604.47 STA = 406+00.95 EL = 604.06 STA = 406+08.95 EL = 604.03 404+00 604.7 604.53404+50 604.6 604.44405+00 604.4 604.31405+50 604.1 604.19406+00 604.6 604.06406+50 604.3 604.10407+00 604.1 604.19407+50 604.1 604.27 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 Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original 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 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"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size 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.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 403+90 TO STA 407+80
1" = 20' C-102 11
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. SEE SHEET C-101 SEE SHEET C-103
1 WATER TANK EF EF 2022-12-13

WATER TANK
N
0 10' 20'

R/W R/W

600
605
605
605
597
599 598
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 MATCHLINE STA 407+80 MATCHLINE STA 411+70 ELEVATION ELEVATION 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+00 604.2 604.36408+50 603.9 604.44409+00 604.0 604.53409+50 604.1 604.62410+00 604.3 604.70410+50 604.7 604.79411+00 605.0 604.87411+50 604.9 604.96 PG
OG
Project
Client
Plot Date: 21 December 2022 - 6:16 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original 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 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"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size 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.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 407+80 TO STA 411+70
1" = 20' C-103 12
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. SEE SHEET C-102 SEE SHEET C-104

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
600 599
601
601
601
602
602
602
603
603
603
604
604
604
604
600
601
601
601
602
602
602
603
603
603
604
604
604
604
594
605 605
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 MATCHLINE STA 411+70 MATCHLINE STA 415+60 ELEVATION ELEVATION 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% STA = 413+15.54 EL = 605.24 STA = 415+00.00 EL = 604.35 412+00 604.8 605.05412+50 604.9 605.13413+00 605.2 605.22413+50 604.9 605.08414+00 604.6 604.83414+50 604.5 604.59415+00 604.2 604.35415+50 604.1 604.17 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 Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original 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 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"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size 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.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 411+70 TO STA 415+60
1" = 20' C-104 13
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. SEE SHEET C-103 SEE SHEET C-105
1 WATER TANK EF EF 2022-12-13

WATER TANK
N
0 10' 20'

R/W R/W

600 599
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
597
598
599
599
599
601
601
601
602
602
602
602
603
603
604
604
593
594
600
600
599
599
601
601
602
602
603 604 604
604
594
596
597
598
599
601
602
603
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
MATCHLINE STA 415+60
MATCHLINE STA 419+50 ELEVATION ELEVATION
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% STA = 417+08.10 EL = 603.62 STA = 418+78.58 EL = 604.41 416+00 604.1 604.00416+50 603.9 603.82417+00 603.8 603.65417+50 603.8 603.81418+00 604.0 604.05418+50 604.2 604.28419+00 604.1 604.14 PG
OG
602
603
604
604
"T" LINE
PAD Elev 603.61
PAD Elev 603.39 PAD Elev 603.50
PAD Elev 603.50

GRADING LIMITS (TYP)
Project
Client
Plot Date: 21 December 2022 - 6:17 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original 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 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"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size 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.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 415+60 TO STA 419+50
1" = 20' C-105 14
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.

SEE SHEET C-104
SEE SHEET C-106
1 WATER TANK EF EF 2022-12-13

WATER TANK
0 10' 20'
R/W
R/W
N

595
600
600
600
593
594
596 597 598
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
596
597
598
598
598
599
599
599
601
601
601
601
602
602
602
601
603
603 603 604
420+00 421+00 422+00 423+00

R/W R/W

R/W R/W

R/W R/W

GRADING LIMITS (TYP) R/W R/W
"T" LINE

GRADING LIMITS (TYP)

RAIL CL

FIBER OPTIC LINE (AT&T)

PROTECT IN PLACE
BC: 419+63.37 BC: 423+60.31
EC: 419+66.88
S5°20'32"E
393.43
R90.00

3.52 MATCHLINE STA 419+50 MATCHLINE STA 423+40 ELEVATION ELEVATION 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' BVCS = 422+89.03 BVCE = 603.07 EVCS = 423+79.03 EVCE = 601.27 STA = 420+36.78 EL = 602.40 420+00 602.8 602.87420+50 602.4 602.44421+00 602.4 602.57421+50 602.5 602.70422+00 602.5 602.83422+50 602.6 602.97423+00 602.6 603.07 PG
OG
Project
Client
Plot Date: 21 December 2022 - 6:17 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original 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 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"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size 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.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 419+50 TO STA 423+40
1" = 20' C-106 15
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.

SEE SHEET C-105 SEE SHEET C-107

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
592
593594
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
595
600
593
593
597
596
594
598
599
601
602
603
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: 423+60.31
R1873.00
4 20.8 2 MATCHLINE STA 423+40
MATCHLINE STA 427+30 ELEVATION ELEVATION
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' BVCS = 422+89.03 BVCE = 603.07 EVCS = 423+79.03 EVCE = 601.27 STA = 425+40.67 EL = 594.38 STA = 427+08.05 EL = 592.30 423+50 601.7 602.30424+00 600.4 600.38424+50 598.3 598.25425+00 596.3 596.12425+50 594.5 594.27426+00 593.8 593.64426+50 592.9 593.02427+00 592.3 592.40 PG
OG
Project
Client
Plot Date: 21 December 2022 - 6:17 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original 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 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"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size 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.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 423+40 TO STA 427+30
1" = 20' C-107 16
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.

SEE SHEET C-108
SEE SHEET C-106

590
590
590
590
590
595
595
595
595
595
595
591
592
592
592
593
593
593
593
593
594
594
596
596
597
597
590
590
590
590
590
590
590
590
595
595
595
595
591
591
591
591
592
592
592
592
593
593
593
593
594
594
594
596
596
596 596
597
597
597 597
598
598
590
590
591
591
592 593 594
590
595
595
591
591
591
592
592
593
593
593
594
594
594
596
591
591
592
592
592
593
592
593
593
X
X
X
X
X
X
X
X
X
X
X
427+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: 428+86.09
BC: 429+47.21
EC: 428+40.70
EC: 429+27.21
PCC: 427+81.14
PRC: 429+06.86
PRC: 429+59.79 EC: 429+73.16
S22°00'27"E

45.39 S20°50'54"E
393.56
S21°36'22"E

20.00 R900.00

59.57 R6 0.00

20.77 R60.0 0

20.3 5
R60.00

12.58 R60.00

13.37 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
MATCHLINE STA 427+30
MATCHLINE STA 431+20 ELEVATION ELEVATION
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% STA = 427+81.14 EL = 593.30 STA = 428+90.05 EL = 590.90 STA = 429+31.93 EL = 592.48 STA = 429+42.72 EL = 592.78 STA = 430+54.68 EL = 591.65 427+50 592.2 592.87428+00 591.5 592.88428+50 589.6 591.78429+00 589.3 591.27429+50 588.0 592.71430+00 589.1 592.20430+50 589.3 591.70431+00 590.3 591.94 OG
PG STA = 429+17.56 EL = 588.60 STA = 429+54.75 EL = 588.60 OHW - D5
48" CMP
48" CMP
Project
Client
Plot Date: 21 December 2022 - 6:18 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original 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 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"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size 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.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 427+30 TO STA 431+20
1" = 20' C-108 17
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.

SEE SHEET C-107
SEE SHEET C-109

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
595
595
590
590
590
590
590
586 586
587 587
588 588
589
589
589
589
589
591
591
591
591
591
591
592
592
592
592
592
592
592
592
593
593
593
593
593
586
586587 587
588
588
589
595
591
592
592
592
592
592
593
593
594
594
592 593
594
590
590
589
589
591
592
591
592
594
593
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
431+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 AIRPORT PARK BLVD

AIRPORT RD

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: 433+66.72 EC: 434+04.81 BC: 434+96.75 EC: 435+34.76 PRC: 433+85.80
PRC: 435+15.76
S20°48'20"E

91.94 S20°50'54"E
393.56
R90.00

19.08 R90.00

19.01 R9 0.00

19.01 R90.00

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 MATCHLINE STA 431+20 MATCHLINE STA 435+10 ELEVATION ELEVATION 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% STA = 431+24.68 EL = 592.10STA = 432+24.79 EL = 594.48 STA = 432+35.31 EL = 594.61 STA = 432+45.47 EL = 594.75 STA = 432+56.99 EL = 594.51 STA = 432+68.43 EL = 594.37 STA = 433+18.59 EL = 590.61 STA = 434+14.52 EL = 588.60 431+50 591.9 592.70432+00 591.8 593.89432+50 594.6 594.65433+00 591.2 592.00433+50 589.6 589.95434+00 588.7 588.90434+50 589.4 589.69435+00 590.8 591.22 AIRPORT RD OG
PG
OHW - D4 STA = 434+06.53 EL = 588.40 STA = 434+25.21 EL = 588.40 24" RCP
Project
Client
Plot Date: 21 December 2022 - 6:18 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original 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 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"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size 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.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 431+20 TO STA 435+10
1" = 20' C-109 18
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. SEE SHEET C-108 SEE SHEET C-110
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

590
586 586
587 588 589
591
591
591
592
592
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
590
588
587
589
591
591
592
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: 434+96.75 EC: 435+34.76 BC: 436+00.00 EC: 436+53.87 PRC: 435+15.76
PRC: 436+26.93
S20°48'20"E
421.43
S20°48'20"E

65.24 R90.00

19.01 R90.00

19.01 R90.00

26.93 R90.00

26.9 3
CALTRANS RSP B11-47 MATCHLINE STA 435+10 MATCHLINE STA 438+91 ELEVATION ELEVATION 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' BVCS = 435+38.04 BVCE = 592.39 EVCS = 435+59.04 EVCE = 592.35 STA = 436+00.00 EL = 590.96 STA = 436+53.87 EL = 588.27 STA = 437+01.83 EL = 586.80 STA = 438+51.83 EL = 586.46 435+50 592.0 592.53436+00 591.2 590.96436+50 588.5 588.46437+00 587.3 586.86437+50 586.7 586.69438+00 586.7 586.58438+50 586.7 586.47 PG
OG
Project
Client
Plot Date: 21 December 2022 - 6:18 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original 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 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"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size 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.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 435+10 TO STA 438+91
1" = 20' C-110 19
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. SEE SHEET C-111 SEE SHEET C-109

585
590 583
584
586
587 588
589
590
587
588
589
580
580
585
585
585
581
581
582
582 583
583
583
583
584
584
586
586
587
587
588
588
584
585
585
581582
583
583
584
584
586
586
587
587
588
588
585
583
584
586
584
583
584
583
583
583
584
584
583
584
583
583
583
584
D
X
X
X
X
X
X
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 GRADING 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: 440+75.30 EC: 441+14.26 BC: 441+36.77 EC: 441+75.73 PRC: 440+94.78
PRC: 441+56.25
S20°48'20"E

22.50 S20°48'20"E
242.99
R90.00

19.48 R9 0.00

19.4 8
R90.00

19.48 R90.00

19.48 CABLE RAILING PER
CALTRANS RSP B11-47 MATCHLINE STA 438+91 MATCHLINE STA 442+91 ELEVATION ELEVATION 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% STA = 439+26.69 EL = 586.87 STA = 440+26.83 EL = 586.59 STA = 441+25.76 EL = 584.28 STA = 441+36.77 EL = 584.28 STA = 442+53.77 EL = 582.71 EL = 582.20 STA = 441+25.83 EL = 582.20 STA = 441+30.22 439+00 586.8 586.72439+50 586.6 586.80440+00 586.6 586.67440+50 585.2 586.05441+00 584.7 584.88441+50 583.6 584.10442+00 582.9 583.43442+50 582.0 582.76 PG
OG
OHW - D3
24" CMP
Project
Client
Plot Date: 21 December 2022 - 6:18 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original 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 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"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size 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.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 438+91 TO STA 442+91
1" = 20' C-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. SEE SHEET C-110 SEE SHEET C-112

585
586
587
588
588
580
580
585
585
585
585
585
579
579
581
581
582
582
583
583
583
584
584
584
586
586
586
586 586
587
587
587
587
587
588
588
583
580
585
585
585
581
582
583
584
584
586
586
586
585
585
582 582
583
583
583
583
584
584
584
584
583
583 583
583
X
X
X
X
X
X
X
X
X
X
X
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: 444+18.72 EC: 444+62.39 BC: 444+77.89 EC: 445+21.57 PRC: 444+40.55
PRC: 444+99.73
S20°48'20"E
262.15
S20°48'20"E

15.50 R6 0.00

21.8 4
R60.00

21.8 4
R60.00

21.8 4
R60.00

21.8 4

WETLAND D

CABLE RAILING PER
CALTRANS RSP B11-47 MATCHLINE STA 442+91 MATCHLINE STA 446+81 ELEVATION ELEVATION 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' BVCS = 443+87.81 BVCE = 582.03 EVCS = 444+32.81 EVCE = 583.65 PVI STA = 445+25.78
PVI EL = 582.28
K = 5.97
L = 47.00' BVCS = 445+02.28 BVCE = 584.04 EVCS = 445+49.28 EVCE = 582.37 STA = 443+53.77 EL = 582.13 STA = 444+62.39 EL = 585.87 STA = 444+77.89 EL = 585.87 STA = 445+79.68 EL = 582.48 STA = 446+29.68 EL = 584.16 443+00 581.7 582.44443+50 581.3 582.16444+00 581.3 582.12444+50 583.8 584.94445+00 582.6 584.21445+50 581.8 582.37446+00 583.4 583.16446+50 584.1 583.75 OG
PG
36" CMP
Project
Client
Plot Date: 21 December 2022 - 6:18 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original 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 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"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size 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.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 442+91 TO STA 446+81
1" = 20' C-112 21
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. SEE SHEET C-111 SEE SHEET C-113

580
580
585 585
585
585
585
585
585
581
581
581
582
582
582
582
583 583
583
583
584
584
584 584
586
586
586
586
586
586 586
580580
581581
585
585
583
584
586
586
585
585
581
581
582
582 582
582
583 583 584 584
582
581
581
581
582
X
447+00 448+00449+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: 447+83.71 BC: 448+35.33 BC: 450+00.33 BC: 450+77.49 EC: 448+15.33 EC: 448+69.48 EC: 450+57.49 PRC: 447+99.91
PRC: 448+52.80
PRC: 450+28.91
PRC: 451+06.29
S20°18'11"E

20.00 S20°48'20"E
130.85
S20°48'20"E

20.00 R90.00

16.20 R90.00

15.41 R90.00

17.47 R90.00

16.68 R90.00

28.58 R90.00

28.58 R90.00

28.8 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 MATCHLINE STA 446+81 MATCHLINE STA 450+51 ELEVATION ELEVATION 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' BVCS = 448+40.67 BVCE = 582.37 EVCS = 448+65.67 EVCE = 582.01 STA = 447+92.32 EL = 580.91 STA = 448+15.33 EL = 582.64 STA = 449+59.84 EL = 583.98 STA = 448+35.33 EL = 582.64 STA = 450+00.33 EL = 584.09 447+00 582.3 582.76447+50 581.2 581.76448+00 580.2 581.49448+50 581.1 582.03449+00 582.2 582.73449+50 583.7 583.78450+00 583.7 584.08 OG
PG
24" RCP
Project
Client
Plot Date: 21 December 2022 - 6:18 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original 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 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"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size 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.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 446+81 TO STA 450+51
1" = 20' C-113 22
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.

SEE SHEET C-114 SEE SHEET C-112
1 WETLAND C MODIFICATIONS KG KG 2022-12-19

585
585
585
583
584
586
586 586
586
585
583
584
586
586
586
586
586
587
590
595
600
587
588 589
591
592
593
594
596 597 598
599
590
589
585 585 585 586
451+00 587
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
WINERY

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: 452+71.79
BC: 454+83.74
BC: 450+77.49
EC: 452+78.46
EC: 455+04.11
EC: 450+57.49
EC: 451+41.09
PRC: 450+28.91
PRC: 451+06.29
S16°59'08"E
130.71
S20°48'14"E
205.28
S33°46'25"E

29.60 S20°48'20"E

20.00 R100.0 0

6.6 6
R90.00

20.37 R90.00

28.58 R90.00

28.80 R90.00
3 4.80

CABLE RAILING PER
CALTRANS RSP B11-47
12" HIGH-PRESSURE GAS MAIN

PROTECT IN PLACE
MATCHLINE STA 450+51
MATCHLINE STA 454+86 ELEVATION ELEVATION
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% STA = 450+57.49 EL = 585.68 STA = 450+77.49 EL = 585.77 STA = 451+33.38 EL = 584.09 STA = 452+71.79 EL = 585.45 STA = 454+40.00 EL = 587.12 451+00 583.9 585.09451+50 584.0 584.26452+00 584.2 584.75452+50 584.7 585.24453+00 585.2 585.73453+50 585.0 586.23454+00 586.0 586.72454+50 586.9 587.16 PG
OG
Project
Client
Plot Date: 21 December 2022 - 6:19 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original 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 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"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size 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.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 450+51 TO STA 454+86
1" = 20' C-114 23
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.

SEE SHEET C-115
SEE SHEET C-113

COM
R R
TM
586
600
585
590
586
586 586
586
586
587
588
589
587
585
584
586
585
581 582
583
584
586
585
583 583
584
585 585
586
585
590
595
586
587
588
587
588
587
587
455+00
456+00
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)

NORGARD LN
SB HWY 101
NB HWY 101

PROTECT COLUMN IN PLACE

PROTECT FENCE IN PLACE

RAIL CL

NORGARD LANE BRIDGE
SEE SHEET S-101
WATERS D2
COUNTY
R/W

COUNTY R/W

COUNTY R/W
COUNTY
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

END BASE BID, BEGIN ADD-ALT

GAS LINE

PROTECT IN PLACE

FIBER OPTIC LINE
PROTECT IN PLACE BC: 454+83.74
BC: 455+33.72
BC: 457+42.46
BC: 455+66.30
EC: 455+04.11 BC: 456+56.14 EC: 455+41.55
EC: 457+60.75 EC: 456+15.76
EC: 456+83.30
PRC: 455+93.86
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
S20°53'18"E 59.16
R90.00

40.38 20.37
R60.00

7.83 R120.00

18.29 R60.00

27.56 R60.00

21.90 R15.00

12.43 R15.00

14.7 4

SEE ELECTRICAL PLANS
12" HIGH-PRESSURE GAS MAIN

PROTECT IN PLACE
MATCHLINE STA 454+86
MATCHLINE STA 458+61 ELEVATION ELEVATION
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% STA = 458+07.91 EL = 588.09 STA = 456+25.76 EL = 586.43 STA = 456+32.82 EL = 586.12 STA = 456+42.34 EL = 586.15 STA = 456+51.14 EL = 586.10 STA = 456+72.09 EL = 586.00 STA = 457+60.75 EL = 588.09 STA = 455+19.81 EL = 587.47 EL = 583.00 STA = 457+73.20 EL = 583.00 STA = 457+89.08 455+00 587.0 587.38455+50 587.3 587.17456+00 586.3 586.69456+50 586.1 586.11457+00 585.7 586.66457+50 585.0 587.84458+00 584.4 588.09458+50 585.1 587.41 NORGARD LN OG
PG

NORGARD LANE BRIDGE
SEE SHEET S-101
OHW - D2
Project
Client
Plot Date: 21 December 2022 - 6:19 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original 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 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"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size 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.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 454+86 TO STA 458+61
1" = 20' C-115 24
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022
N

SHEET GENERAL NOTES
BASE BID AND ADD ALTERNATIVE SEE SHEET C-114 SEE SHEET C-116 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.

585
590
595
585
586
587
586
587
586
586
586
586
586
586
587
587
587
588
588
586
587
586
586 586
586 587
587 587
588
588
588
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: 462+06.78 BC: 462+51.56 EC: 462+14.79 EC: 462+59.60 S15°41'26"E

36.76 R90.00

8.0 2
R90.00

8.04 MATCHLINE STA 458+61 MATCHLINE STA 462+51 ELEVATION ELEVATION 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% STA = 459+49.64 EL = 585.79 STA = 459+99.04 EL = 586.90 STA = 461+30.04 EL = 588.11 STA = 462+09.39 EL = 587.67 459+00 585.8 586.60459+50 585.7 585.80460+00 586.7 586.91460+50 587.6 587.37461+00 587.8 587.83461+50 588.2 588.00462+00 587.9 587.72 OG
PG
Project
Client
Plot Date: 21 December 2022 - 6:19 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original 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 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"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size 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.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 458+61 TO STA 462+51
1" = 20' C-116 25
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.

SEE SHEET C-117 SEE SHEET C-115

586
586
586
586
587
586
585
585
586
586
586
587
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)
12" HIGH-PRESSURE GAS MAIN GRADING LIMITS (TYP)

PROTECT IN PLACE

FIBER OPTIC LINE (AT&T)
PROTECT IN PLACE BC: 462+06.78
BC: 462+51.56
EC: 462+14.79 EC: 462+59.60
S15°41'26"E

36.76 S20°48'41"E
1740.40
R90.00

8.02 R90.00

8.04 MATCHLINE STA 462+51 MATCHLINE STA 466+41 ELEVATION ELEVATION 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% STA = 462+59.60 EL = 585.85 STA = 463+59.26 EL = 586.50 STA = 465+59.26 EL = 586.00 463+00 586.0 586.11463+50 586.1 586.44464+00 586.0 586.40464+50 586.1 586.27465+00 585.9 586.15465+50 585.7 586.02466+00 585.8 585.73 PG
OG
Project
Client
Plot Date: 21 December 2022 - 6:19 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original 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 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"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size 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.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 462+51 TO STA 466+41
1" = 20' C-117 26
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. SEE SHEET C-118
SEE SHEET C-116

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 MATCHLINE STA 466+41 MATCHLINE STA 470+31 ELEVATION ELEVATION 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% STA = 467+09.26 EL = 585.00 STA = 468+34.26 EL = 585.60 466+50 585.4 585.40467+00 585.2 585.06467+50 585.1 585.20468+00 585.3 585.44468+50 585.3 585.57469+00 585.1 585.46469+50 585.1 585.35470+00 584.5 585.24 OG
PG
Project
Client
Plot Date: 21 December 2022 - 6:19 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original 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 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"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size 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.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 466+41 TO STA 470+31
1" = 20' C-118 27
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. SEE SHEET C-117 SEE SHEET C-119

585
585
584
585
582
583
584
584
584
582
583
583
583
584
582
583
583
583
584
981110
585 584
583
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 MATCHLINE STA 470+31 MATCHLINE STA 474+21 ELEVATION ELEVATION 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% STA = 470+99.26 EL = 585.02
470+50 584.4 585.13471+00 584.7 585.02471+50 584.0 584.62472+00 583.5 584.23472+50 583.5 583.83473+00 583.4 583.44473+50 583.0 583.04474+00 582.8 582.65 PG
OG
Project
Client
Plot Date: 21 December 2022 - 6:19 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original 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 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"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size 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.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 470+31 TO STA 474+21
1" = 20' C-119 28
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. SEE SHEET C-118 SEE SHEET C-120

ATT&T OPTICAL

ATT&T OPTICAL
582
583
583
583
584
582
583
583
583
584
582
582
582
582
583 581 582
580
580
579
581
581
580
579
581
580
580
579
581
987
65 43
2 11110
582
581
582
582
582
X
X
X
474+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

PLANT RD
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 MATCHLINE STA 474+21 ELEVATION ELEVATION 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%
-0.50% -1.00%

1.35% STA = 475+54.81 EL = 581.43STA = 477+38.95 EL = 582.75 STA = 475+94.57 EL = 581.23 STA = 477+66.74 EL = 581.24 STA = 477+77.95 EL = 581.13STA = 477+06.79 EL = 582.75 EL = 579.60 STA = 477+13.16 EL = 579.60 STA = 477+28.66 474+50 582.1 582.26475+00 581.9 581.86475+50 582.2 581.47476+00 582.0 581.30476+50 581.9 581.98477+00 581.0 582.65477+50 580.8 582.15478+00 580.7

PLANT RD BRIDGE
SEE SHEET S-102 PLANT RD
OHW - D1
PG
OG
Project
Client
Plot Date: 21 December 2022 - 6:20 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original 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 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"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size 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.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 474+21 TO STA 478+50
1" = 20' C-120 29
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022
N

ADD ALTERNATIVE
SHEET GENERAL NOTES SEE SHEET C-119

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

592 590 595 595 591592593594 596 596 597 597
429+00
"T" LINE
48" CMP
48" CMP (E) 48" CMP
(E) 48" CMP RAIL CL
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 ELEVATION ELEVATION
DS-1A - PROFILE
585
590
595
600
585
590
595
600
0+00 0+50 1+00 1+09 STA = 429+32.25 INV = 587.27 STA = 429+31.32 INV = 587.37 48" CMP
OG
FG

GRADE TO DRAIN
1 C-503
"T" LINE
48" CMP 20 LF @ S=0.0050
UNIVERSAL COUPLING COLLAR 2.5'
PER CALTRANS STD. PLAN D97C

CABLE RAILING PER REVISED
CALTRANS STD PLAN B11-47 ELEVATION ELEVATION
DS-1B - PROFILE
585
590
595
600
585
590
595
600
0+00 0+50 1+00 1+09 STA = 429+44.30 INV = 587.49 STA = 429+43.48 INV = 587.69 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
590
590
590
590
589 589 591
591
591592 592 592
593 593 593
586
586
587
587
588
588
589 434+00
"T" LINE R/W R/W R/W R/W RAIL CL
24" RCP (E) 24" RCP

HEADWALL

GRADING LIMITS (TYP)
10' x 4'
1 C-503

ROCK SLOPE PROTECTION ELEVATION ELEVATION
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 STA = 434+17.18 INV = 585.41 STA = 434+18.56 INV = 585.36 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' 0.67' 1'
INV = 585.36
24" RCP 4.25'

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 Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-DRN-RD-D121.dwg 0 Bar is one inch on
original 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 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"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size 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.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU
DRAINAGE PLAN 1
AS NOTED C-121 30
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022
1B
1A
0 10' 20' 1 1" = 10'
DRAINAGE SYSTEM 1 - PLAN
SCALE: 1" = 10'
N
0 10' 20'
1" = 10'
0 5' 10'
1" = 5'
H:

V:
0 10' 20'
1" = 10'
0 5' 10'
1" = 5'
H:

V:
0 10' 20' 2 1" = 10'
DRAINAGE SYSTEM 2 - PLAN
SCALE: 1" = 10'
N
0 10' 20'
1" = 10'
0 5' 10'
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.

D
585 584
583
583
583
441+00
D
24" CMP
24 INCH CORRUGATED METAL PIPE R/W R/WR/W R/W RAIL CL"T" LINE

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 ELEVATION ELEVATION
DS-3 - PROFILE
577
580
585
590
577
580
585
590
0+00 0+50 0+91
OG
FG
24" CMP 24" CMP 15 LF @ S=0.0094 STA = 441+31.27 INV = 580.46 STA = 441+23.52 INV = 580.60SDMH 48" STA = 441+23.52, 5.70' R RIM=584.42 H = 3.82'

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 B11-471.5'
4'
585
585
584
583
445+00 R/W R/W R/W R/W

MSE WALL

WETLAND (TYP) RAIL CL
36" CMP 36 INCH CORRUGATED METAL PIPE

GRADING LIMITS (TYP)
"T" LINE
5 C-501

WETLAND GRADING
17' x 6'
1 C-503

ROCK SLOPE PROTECTION ELEVATION
DS-4 - PROFILE
577
580
585
590
577
580
585
590
0+00 0+50 0+80
GRADE TO DRAIN STA = 444+70.14 INV = 580.65 STA = 444+70.14 INV = 580.79 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
580
580
581
581
448+00
"T" LINE R/W R/W R/W R/W RAIL CL

WETLAND (TYP)

GRADING LIMITS (TYP)

HEADWALL
24" RCP 24" RCP
5 C-501

WETLAND GRADING
10' x 4'
1 C-503

ROCK SLOPE PROTECTION ELEVATION ELEVATION
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 STA = 448+25.33 INV = 579.28 STA = 448+25.33 INV = 579.34

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 B11-471.5'
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 4.25' 0.67' 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' 4.25' 0.67' 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 Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-DRN-RD-D121.dwg 0 Bar is one inch on
original 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 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"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size 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.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU
DRAINAGE PLAN 2
AS NOTED C-122 31
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022
0 10' 20'
1" = 10'
0 5' 10'
1" = 5'
H:

V:
0 10' 20' 3 1" = 10'
DRAINAGE SYSTEM 3 - PLAN
SCALE: 1" = 10'
N
0 10' 20' 4 1" = 10'
DRAINAGE SYSTEM 4 - PLAN
SCALE: 1" = 10'
N
0 10' 20'
1" = 10'
0 5' 10'
1" = 5'
H:

V:
0 10' 20' 5 1" = 10'
DRAINAGE SYSTEM 5 - PLAN
SCALE: 1" = 10'
N
0 10' 20'
1" = 10'
0 5' 10'
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.

D
D
STOP
STOP
BIKE
LANE
FO 400+00 401+00

COMMERCE DR
"T" LINE

RAIL CL
R/W
R/W
R/W
R/W

AIRPORT RD

AIRPORT RD
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
R5-3 (NO MOTOR VEHICLES) S1
Project
Client
Plot Date: 21 December 2022 - 6:25 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-INT-RD-D401.dwg 0 Bar is one inch on
original 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 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"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size 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.