Agenda packet, first session — Arcata City Council, September 3, 2025 (part 1 of 2)

CITY OF ARCATA

CITY COUNCIL MEETING
AGENDA

Wednesday, September 3, 2025, 6:00 p.m.

Council Chamber
736 F Street, Arcata
Special accommodations for the disabled who attend City meetings can be made in advance by contacting the City Clerk at 822-5953. Assistive listening devices are available. _____________________________________________________________________________________ Pursuant to Government Code section 54957.5, all writings or documents relating to any item on this agenda which have been provided to a majority of the City Council, including those received less than 72 hours prior to the City Council meeting, will be made available for public inspection in the agenda binder located on the counter in the lobby at Arcata City Hall, 736 F Street, during normal business hours, and on the City's website at www.cityofarcata.org.

PLEASE NOTE: Speakers wishing to distribute materials to the City Council at the meeting are requested to provide 10 copies to the City Clerk.
_____________________________________________________________________________________ How to Observe and Participate in the Meeting:

Observe:

Members of the public can attend the meeting in person or observe the meeting on Zoom (see below), on Access Humboldt Channel 10, online by visiting www.cityofarcata.org and clicking on the See Live Meetings, Agendas, and Archives button on the home page, or on the City’s YouTube channel at https://www.youtube.com/c/CityofArcataCA
Public Comment Participation in Person and on Zoom:

Members of the public may attend the meeting in person and give public comment. Or, they may access the meeting via Zoom to provide public comment.

Join from a PC, Mac, iPad, iPhone or Android device: Please use this URL:
https://us06web.zoom.us/j/86773627430

1. If you want to comment during the public comment portion of any item, click on raise your hand on the right-hand side of your screen. When it is time for public comment on the item on which you wish to speak, the Clerk will unmute you. You will have 3 minutes to comment (2 minutes for Early Oral Communications), subject to the Mayor’s discretion.

2. Or join by phone:

1. *67 1-669-900-6833

2. Enter Meeting ID: 867 7362 7430
If you are accessing the meeting via telephone and want to comment during the public comment portion of any item, press star (*) 9 on your phone. This will raise your hand. When it is time for public comment on the item on which you wish to speak, the Clerk will unmute your phone. You will

3. hear a prompt that will indicate your phone is unmuted. You will have 3 minutes to comment (2 minutes for Early Oral Communications), subject to the Mayor’s discretion.

1. LAND ACKNOWLEDGMENT

2. FLAG SALUTE

3. ROLL CALL

4. CEREMONIAL MATTERS
a. Proclamation Recognizing September 21, 2025, as the International Day of Peace. b. Proclamation Recognizing September 2025 as CommUnity Pride & Peace Month. c. Proclamation in Recognition of Queer Community and Culture Awareness Month, September 2025.

5. REPORT BY COMMISSION/COMMITTEE
a. Annual Report from the Energy Committee.

6. STAFF REPORTS
All reports shall be specifically limited to City business and shall not request or lead to action by the Council at this meeting.
a. Receive an Update from City Engineer Netra Khatri Regarding the City’s South Arcata Multimodal Safety Improvement Plan (SAMSIP).
b. Receive an Update from Lieutenant Luke Scown Regarding the City's Community Ambassador Program.

7. ORAL AND WRITTEN COMMUNICATIONS [EARLY - TIME LIMITED] The City Council values your comments. The public comment period allows people to address the Council on matters not on the agenda. This early section of public comment is limited to 15-minutes and speakers are limited to 2 minutes each. If you prefer to have a full 3 minutes of time for your public comment, this item is continued at the end of the meeting under item 12 where speakers are granted 3 minutes. Please know that pursuant to the Brown Act, the Council cannot discuss or take action on items not listed on the agenda. The Council may respond to statements. There will also be a time to provide public comment specific to each item when that item is being reviewed by the Council.

8. N/A

9. CONSENT CALENDAR
All matters on the Consent Calendar are considered to be routine by the City Council and are enacted in one motion. There is no separate discussion of any of these items. If discussion is required, that item is removed from the Consent Calendar and considered separately. At the end of the reading of the Consent Calendar, Council members can request that an item be removed for separate discussion.

Members of the public may comment on any items remaining on the consent calendar in the comment period before the vote.
a. Approval to Waive Reading of the Text and Consent to Read by Title Only for Any Ordinance on this Agenda.

September 3, 2025- City Council Agenda

Page 2 of 158 ends

b. Approve the Minutes of the August 20, 2025, Special City Council Meeting. c. Approve the Minutes of the August 20, 2025, City Council Meeting. d. Bi-Weekly Report on Disbursements.
e. Adopt Ordinance No. 1582, An Ordinance of the City Council of the City of Arcata Amending the Arcata Municipal Code Relating to Dogs at Large, Service Animals, Dog Licenses, and Dog Impoundment, Title V–Sanitation & Health, and Title X–Public Property. f. Approve the Project Plans and Award a Construction Contract for the Arcata Annie & Mary Trail Connectivity Project to Granite Construction Company in the Amount of $7,111,503; and Approve Necessary and Associated Related Actions.
g. Approve a Grant Application to the Ocean Protection Council Senate Bill 1 Sea Level Rise Adaptation Planning Grant Program to Develop an Adaptation Pathways Approach Focused on Arcata’s Local Coastal Element Zone 1.
h. Approve a Purchase Contract with Municipal Maintenance Equipment for One Rapidview Lateral Launch System in the Amount of $174,073.73, Including Tax, Delivery, and On-Site Training; and Authorize the City Manager to Execute All Applicable Documents. i. Adopt Resolution No. 256-08 Amending Resolution No. 178-33 Designating Streets Subject to Stop Signs.
j. Adopt Resolution No. 256-09 Amending Resolution No. 234-33 Designating One-Way Streets and Alleys.

10. OLD BUSINESS

11. NEW BUSINESS
a. Review and Determine if Approval Will be Granted for the Special Event Permit Application from Playhouse Arts for the Sunny Brae Porchfest on October 5, 2025.

12. ORAL AND WRITTEN COMMUNICATIONS [CONTINUED]
The City Council values your comments. The public comment period allows people to address the Council on matters not on the agenda. Speakers will be limited to 3 minutes each. Please know that pursuant to the Brown Act, the Council cannot discuss or take action on items not listed on the agenda. The Council may respond to statements.

13. COUNCIL REPORTS
All reports shall be specifically limited to items relating to City business and shall not request or lead to action by the Council at this meeting.

14. DATES OF FUTURE MEETINGS AND FUTURE AGENDA ITEMS
a. Schedule a Joint Study Session with the Board of Directors of the Arcata Fire District to Receive the Standards of Coverage Report on September 10, 2025, at 3:00 p.m. in the Arcata Station Classroom, 631 9th Street, Arcata.

15. CLOSED SESSION

16. CLOSED SESSION REPORTS

17. ADJOURNMENT
Other than items continued or tabled to a date certain, the Council may, by majority vote, continue all matters not completed by 10:30 p.m.

September 3, 2025- City Council Agenda

Page 3 of 158 ends

Proclamation
Recognizing September 21, 2025, as the
International day of peace
WHEREAS, the International Day of Peace was established by the United Nations in 1981 as an annual observance with September 21 set as a day of non-violence and cease fire in 2001. The theme for 2024 is “Act Now for a Peaceful World”; and
WHEREAS, in this time of turbulence, tumult, and uncertainty, when conflicts are killing or threatening millions of people in Gaza, in Sudan, in Ukraine, and around the world, directly and by starvation, lack of clean water and medicine, and disease, damaging environments and infrastructure and adding to the climate crisis; and
WHEREAS, we all have a role to play in creating peace, by speaking up against violence, hate, discrimination, and inequality, practicing respect, and embracing diversity while, listening to voices different from our own and verifying facts before passing them on, and recognizing the need to respect and protect the human rights of all people, promote social justice and development, economic justice, equity in health care and services, environmental justice and climate action, all critical parts of the peace process; and
WHEREAS, the International Day of Peace is a time to lay down weapons and observe ceasefires to allow people in conflict zones to sleep and eat, and now must also be a time for all people to see each other’s humanity for all of our survival. The United Nations invites all governments, nations and communities to end conflicts and instead promote peace and harmony through actions supporting sustainable development, human rights for all, and peaceful solutions for conflicts. We can strengthen the culture of peace by seeking to understand ourselves and others, particularly people of different cultures, countries, and religions; and celebrating our differences to make the world an interconnected, peaceful, and healthy place which history has shown can be done.

NOW, THEREFORE, BE IT PROCLAIMED that the City Council of the City of Arcata hereby recognizes September 21, 2025, as the INTERNATIONAL DAY OF PEACE, and encourages the community to work together to end racism, religious conflicts, and war and create lasting peace for all—locally and globally. We also express our commitment to the full exercise and enjoyment of rights for migrants and for people of all genders in this Sanctuary City, respecting diversity and promoting equity among all residents.

Dated: September 3, 2025
_____________________________
Alexandra Stillman
Mayor

Page 4 of 158 ends

Proclamation
Recognizing September 2025 as
COMMUNITY PRIDE & Peace month
WHEREAS, CommUnity Pride & Peace (CPP) was formed with local support almost seven years ago, to create five solution teams to address agreed upon problems; and WHEREAS, CPP has a mission: “Inspire pride and peace in our community by putting solutions into action. Through unity and respect, our mission is to bring our communities, locally and globally, together to create and be the positive change we want to see in the world"; and
WHEREAS, CPP has helped make our community safer and cleaner and has hosted events in Arcata, Valley West, McKinleyville, and surrounding neighborhoods to invigorate and recharge community in collaboration with the Arcata Parks & Recreation, the Arcata Police Department, local businesses, and other non-profit organizations; and WHEREAS, CPP members have collaborated with groups like CUNA (Comunidad Unida del Norte de Arcata) on parks and policies in improving Valley West; and WHEREAS, CPP now has almost 2,000 members on its Facebook page and is part of The Ink People’s Dream Maker program; and
WHEREAS, CPP has partnered with other local non-profits and businesses to create events, clean up neighborhoods, share local resources, connect various organizations to solve problems together, and to feature local leaders.

NOW, THEREFORE, BE IT PROCLAIMED, that the City Council of the City of Arcata, in recognition of CommUnity Pride & Peace, does hereby recognize the month of September 2025 as COMMUNITY PRIDE & PEACE MONTH in the City of Arcata and urges the Arcata community to support these efforts.

Dated: September 3, 2025
_____________________________
Alexandra Stillman
Mayor

Page 5 of 158 ends

Proclamation
in Recognition of
Queer Community and Culture
awareness Month September 2025
WHEREAS, recent, as well as historic events, in our own community have shown and emphasize how all people are affected by violations against those belonging to any marginalized group of people, it is extremely important for these underserved peoples, and their allies, to support each other and band together to repel the negative forces that we may encounter. There are still many people that are being marginalized, isolated, or underrepresented despite one of our community’s greatest strengths being our rich and vivid diversity of people and cultures; and WHEREAS, such events also bring to light the need for furthering the reduction of any forms of rhetoric, prejudice, racism, and discrimination that sometimes haunt our community. This can be done in a manner that fosters awareness and creates a safe, welcoming, and inclusive community for all people of all walks of life as well as reinforcing the First Amendment protections for such people and cultures. During times like these, the Queer community can serve as an example of this resistance to such negative forces as regardless of any orientation, gender, ethnicity, or any other notable differences, people in the Queer community have similar shared experiences and this strength has helped develop Queer culture, businesses, organizations and it’s people to not only serve but also elevate the quality and wholeness of the community at large; and WHEREAS, the City of Arcata celebrates the value, culture, and contributions of Queer people to the community as a whole, as well as recognizing that the challenges and struggles of the Queer community are akin to that of those that people in other marginalized groups have faced when their beliefs and cultures have been threatened; and
AS SUCH, Redwood Pride invites all people from the City of Arcata, Humboldt County, as well as the surrounding areas, to celebrate our unique, diverse, and colorful community with the Redwood Pride Pride-o-ween Festival and evening celebration to be held in Eureka in October.

NOW, THEREFORE, BE IT PROCLAIMED that the City Council of the City of Arcata recognizes September 2025 as QUEER COMMUNITY AND CULTURE AWARENESS MONTH in the City of Arcata.

Dated: September 3, 2025
________________________________
Alexandra Stillman
Mayor

Page 6 of 158 ends

Page 1 of 2 ends

City of Arcata Energy Committee
202 4 Annua l Report to the City Council
For Presentation to the City Council on September 3 , 20 25 The Energy Committee meets on the third Monday of odd-numbered months and serves in an advisory capacity to the City Council, City Manager and City staff in energy matters related to policies, management, and projects. The Committee held four regular meetings and one special meeting during 2024. The regularly scheduled meeting in November of 2024 was adjourned due to lack of quorum. 2024 Committee Members:

George Williamson (Resigned after September 2024)
Michael Winkler, Chair
Andrea Alstone, Vice-Chair
Patrick Buckwalter
Dan Stockwell (Started in January 2024)
Gwelen Paliaga
Jim Zoellick
Committee Staff Liaisons:

Emily Benvie, Deputy Director - Community Services, Environmental Services Department Morguine Sefcik, Environmental Programs Manager, Environmental Services Department I. ACCOMPLISHMENTS
The Energy Committee was involved in the following activities in 2024:

Michael Winkler served as Chair and Andrea Alstone served as Vice-Chair in 2024. The Committee confirmed their meeting schedule, in which they hold regular meetings on odd-numbered months. The committee meetings were held in-person in 2024.

Arcata All Electric Initiative
The Committee continued work on the All-Electric Initiative. This initiative includes decarbonization and electrification of City and privately-owned buildings using a range of options, including enacting a municipal ordinance gas ban, decarbonizing City facilities, and investigating options to increase equity and affordability of electrification.
• The Committee received regular updates and provided input on decarbonization of City facilities. Specific examples included:
o The Energy Conservation Assistance Act (ECAA) loan to provide energy efficiency upgrades, including LED lighting and installation of rooftop solar at the Arcata Community Center, which was approved by the California Energy Commission in the beginning of 2024. o Supporting Electric Vehicle Charging Station planning efforts for future Carlson Park development in coordination with Redwood Coast Energy Authority (RCEA). o Supporting water heater replacement from gas to electric heat pumps at selected City facilities by partnering with Willdan & RCEA with funding through PG&E. o Providing input on potential uses for American Rescue Plan Act (ARPA) climate change allocations
• The Committee received a presentation from City Engineer, Netra Khatri, on recent and planned transportation mode shift projects in the City at their July meeting.

Collaboration
The Committee continues to consult and work collaboratively with community members and RCEA on energy and climate-related issues. The Committee provided support for the City’s partnership with RCEA offering expanded e-bike vouchers for Arcata residents. The Committee’s Transient Occupancy Tax (TOT)/Transactions and Use Tax (TUT) Ballot Measure Subcommittee met during the early part of 2024 to provide input on potential new sources of tax revenue to fund a variety of programs and services, including funding for climate change

Page 7 of 158 ends

Page 2 of 2 ends

adaptation and mitigation projects. Committee Chair, Michael Winkler, volunteered to join the City’s Transactions and Use Tax (TUT) ballot measure subcommittee led by Finance Manager Miller. In November 2024, the Measure H (TUT) ballot measure passed.

Regional Climate Action Plan
The Committee received updates throughout 2024 on the status of the Regional Climate Action Plan (CAP) which included the completion of the public administrative draft in August 2024, and announcement of a public workshop about the draft CAP held on September 10, 2024 at the Wharfinger Building in Eureka.

Biomass
The Committee first received two presentations at their September 2023 meeting on biomass energy production and local contracts. The first presentation was from Dr. Wendy Ring who requested the Committee support a resolution calling on RCEA to end biomass contracts. While three members of the public spoke in support of the resolution to end biomass contracts in 2023, the Committee did not recommend the resolution, as it was written, be approved by City Council in 2023. In February of 2024, the Arcata City Council took no action on the biomass item at their regular meeting.

Energy Committee Chair Winkler volunteered to attend the February 7, 2024 City Council meeting to participate in the report to the Council on the biomass resolution item that the Committee discussed in 2023 and be available to answer any questions from the Council. At their February 7, 2024 meeting, the Council decided to “Take No Action” on the biomass resolution item.

II. GOALS FOR COMING FISCAL YEAR
The Committee developed the following goals for FY 2025/2026. Furthermore, the Energy Committee committed to furthering energy-related Environmental Justice and Social Equity. 1) Climate Action Plan – Continue to work with the County to adopt and implement a regional Climate Action Plan.
2) Transportation Mode Shift - Consistent with the Climate Action Plan – continue to support staff with work related to shifting transportation toward walking, biking, public transportation, and low and zero emission modes of transport for privately and City-owned vehicles. 3) Arcata All Electric Initiative – Consistent with the Climate Action Plan, continue work to decarbonize and electrify new and existing construction and end-of-life equipment replacement for City and privately-owned buildings using a range of options, and investigate options to increase equity and affordability of electrification.
4) Support Staff to explore low carbon options for community resiliency, including the benefit of solar with battery backup options, microgrids, and grid-interactive efficient buildings. 5) Work on improving energy code compliance and enforcement through research into local third-party verifiers, education, and building official education.
6) Support the City’s leadership in greenhouse gas emissions reduction through decarbonization of City-owned fleet and facilities.

Page 8 of 158 ends

1 CITY OF ARCATA

SPECIAL CITY COUNCIL MEETING

MINUTES
Date:

Location:

August 20, 2025, 5:15 p.m.

City Manager's Conference Room
736 F Street, Arcata

Present: Mayor Stillman, Vice Mayor White, Councilmember Atkins-Salazar, Councilmember Matthews, Councilmember Schaefer
Staff Present: City Manager Perry, Assistant City Manager Miller, Director of Environmental Services Sinkhorn, Human Resources/Administrative Services Director Vink, Attorney Schrimp de la Vergne (via teleconference)
A special meeting of the City Council of the City of Arcata was held on the above date at 5:15 p.m. with Mayor Stillman presiding. Notice of this meeting was first posted on August 15, 2025, with a revised agenda being published on August 19, 2025. _____________________________________________________________________

1. CALL TO ORDER
Mayor Stillman called the meeting to order at 5:15 p.m.

2. PUBLIC COMMENT
Mayor Stillman invited public comment.

Public Comment: Joanne McGarry regarding Items 3-a. and 3-c.

Mayor Stillman closed the public comment period.

3. CLOSED SESSION
a. CONFERENCE WITH REAL PROPERTY NEGOTIATORS, Pursuant to Government Code Section 54956.8. Property: Vacant Property Near 16th Street. Assessor's Parcel Nos. 020-201-013 and 020-011-006.

Agency Negotiator: City Manager Merritt Perry. Negotiating Party: Gerard Wilson. Under Negotiation: Price and Terms.

The Council met in closed session in the City Manager's Conference Room.

Page 9 of 158 ends

2 b. EMPLOYEE PERFORMANCE EVALUATION, Pursuant to Government Code Section 54957(b)(1): City Manager.

The Council met in closed session in the City Manager's Conference Room. c. CONFERENCE WITH LEGAL COUNSEL—ANTICIPATED
LITIGATION, Significant Exposure to Litigation, Pursuant to Government Code Section 54956.9(d)(2): One potential case.

The Council met in closed session in the City Manager's Conference Room.

4. CLOSED SESSION REPORTS
a. CONFERENCE WITH REAL PROPERTY NEGOTIATORS, Pursuant to Government Code Section 54956.8. Property: Vacant Property Near 16th Street. Assessor's Parcel Nos. 020-201-013 and 020-011-006.

Agency Negotiator: City Manager Merritt Perry. Negotiating Party: Gerard Wilson. Under Negotiation: Price and Terms.

The Council entered the Chamber at 5:56 p.m.

RECESS: The Council recessed from 5:56 p.m. to 6:00 p.m.

Mayor Stillman stated that there was nothing to report out from this closed session item.
b. EMPLOYEE PERFORMANCE EVALUATION, Pursuant to Government Code Section 54957(b)(1): City Manager.

Mayor Stillman stated that there was nothing to report out from this closed session item.
c. CONFERENCE WITH LEGAL COUNSEL—ANTICIPATED
LITIGATION, Significant Exposure to Litigation, Pursuant to Government Code Section 54956.9(d)(2): One potential case.

Mayor Stillman stated that there was nothing to report out from this closed session item.

5. ADJOURNMENT
The meeting was adjourned at 6:00 p.m.

Respectfully submitted,
Rhea Varley
City Clerk

Page 10 of 158 ends

Page 11 of 158 ends

1 CITY OF ARCATA

CITY COUNCIL MEETING

MINUTES
August 20, 2025, 6:00 p.m.

Council Chamber
736 F Street, Arcata

Present: Mayor Stillman, Vice Mayor White, Councilmember Atkins-Salazar, Councilmember Matthews, Councilmember Schaefer
Staff Present: City Manager Perry, Assistant City Manager Miller, Deputy City Attorney Goldstein (via teleconference), City Engineer Khatri, Director of Community Development Loya (via teleconference), Director of Environmental Services Sinkhorn, Human Resources/Administrative Services Director Vink, Contracts and Special Projects Manager Allred, Natural Resources Specialist McDowall, Senior Planner Mateer, IT and Digital Media Specialist Carrillo, City Clerk Varley A regular meeting of the City Council of the City of Arcata was held on the above date at 6:00 p.m. as a hybrid meeting, via teleconference utilizing Zoom Video Communications and in person, with Mayor Stillman presiding. Notice of this meeting was posted on August 15, 2025.
_____________________________________________________________________

1. LAND ACKNOWLEDGMENT
Mayor Stillman read a statement acknowledging that Arcata sat on ancestral Wiyot land.

2. FLAG SALUTE
Mayor Stillman lead the Pledge of Allegiance.

3. CEREMONIAL MATTERS
a. Certificate of Appreciation for Brian Kang for His 26 Years of Service to the City of Arcata.

Mayor Stillman read the certificate of appreciation and presented it to Brian Kang.
b. Proclamation Recognizing September 7–13, 2025, as Suicide Prevention Week.

Page 12 of 158 ends

2 Councilmember Atkins-Salazar read the proclamation and presented it to Heather Freitas, Board Secretary of the San Francisco Bay Area Chapter of the American Foundation for Suicide Prevention.

4. STAFF REPORTS
Presenters: Perry.

5. ORAL AND WRITTEN COMMUNICATIONS [EARLY - TIME LIMITED] Mayor Stillman invited public comment.

Public Comment: Scott Davies, Walt Geist, Shawn Leon, Suzanne, John Shelter, Karpani Burns, Cynthia Potente, Aaqib (who provided written communications to the Council), and Shoshanna (who provided a written communication to the Council).

Mayor Stillman closed the oral and written communications [early - time limited] period.

6. CONSENT CALENDAR
Mayor Stillman invited public comment.

Public Comment: Joanne McGarry regarding Item H.

Mayor Stillman closed the public comment period.

ON MOTION BY SCHAEFER, SECONDED BY WHITE, AND WITH A

UNANIMOUS VOICE VOTE, THE COUNCIL ADOPTED THE CONSENT
CALENDAR. AYES: STILLMAN, WHITE, ATKINS-SALAZAR, MATTHEWS, SCHAEFER. NOES: NONE. ABSENT: NONE. ABSTENTIONS: NONE.
a. Approval to Waive Reading of the Text and Consent to Read by Title Only for Any Ordinance on this Agenda.
b. Approve the Minutes of the City Council Special Meeting of July 30, 2025. c. Approve the Minutes of the City Council Special Meeting Study Session of July 30, 2025.
d. Approve the Minutes of the City Council Special Meeting of August 6, 2025. e. Approve the Minutes of the City Council Meeting of August 6, 2025. f. Bi-Weekly Report on Disbursements.
g. Approve the Arcata Community Forest Bike Skills Park Project. h. Approve the Purchase of Three 2026 Hybrid Ford Police Interceptors and Award Contract to Harper Motors in the Amount of $178,372.44, Including Tax; and Authorize the City Manager to Execute All Applicable Documents. i. Adopt an Addendum to the Initial Study and Mitigated Negative Declaration for the Arcata Annie & Mary Trail Connectivity Project; Adopt Resolution No. 256-04 Accepting a Public Access Easement; and Approve Necessary and Associated Related Actions.

Page 13 of 158 ends

3 7. NEW BUSINESS
a. Adopt a Section 15061(b)(3) Environmental Review Exemption Pursuant to the California Environmental Quality Act Guidelines; and Adopt the City Council of the City of Arcata Action Amending the Trillium Creek Planned Development Permit.

Senior Planner Joe Mateer provided a staff report regarding the proposed amendment to the Trillium Creek Planned Development Permit.

Mayor Stillman opened the public hearing.

Public Comment: Joanne McGarry spoke in favor of the item.

Mayor Stillman closed the public hearing.

ON MOTION BY MATTHEWS, SECONDED BY SCHAEFER, AND

WITH A UNANIMOUS VOICE VOTE, THE COUNCIL ADOPTED
SECTION 15061(B)(3) ENVIRONMENTAL REVIEW EXEMPTION

PURSUANT TO THE CALIFORNIA ENVIRONMENTAL QUALITY ACT
GUIDELINES; AND THEN ADOPTED THE CITY COUNCIL OF THE

CITY OF ARCATA ACTION (ATTACHMENT A) AMENDING THE
TRILLIUM CREEK PLANNED DEVELOPMENT PERMIT. AYES:

STILLMAN, WHITE, ATKINS-SALAZAR, MATTHEWS, SCHAEFER.

NOES: NONE. ABSENT: NONE. ABSTENTIONS: NONE.
b. Introduce Ordinance No. 1582 An Ordinance of the City Council of the City of Arcata Amending the Arcata Municipal Code Relating to Dogs at Large, Service Animals, Dog Licenses, and Dog Impoundment, Title V–Sanitation & Health, and Title X–Public Property.

Contracts and Special Projects Manager Allred provided a staff report on the background of the proposed ordinance and recommended a minor amendment to the ordinance replacing instances of "assistance dog" with "service dog".

Mayor Stillman opened the public hearing.

Public comment: Joanne McGarry spoke in favor of the item.

Mayor Stillman closed the public hearing.

ON MOTION BY ATKINS-SALAZAR, SECONDED BY SCHAEFER, AND

WITH A UNANIMOUS VOICE VOTE, THE COUNCIL APPROVED THE
AMENDMENT REPLACING ALL INSTANCES OF "ASSISTANCE
DOG" WITH "SERVICE DOG" IN ARTICLE 2, CHAPTER 2, TITLE V, OF THE ARCATA MUNICIPAL CODE; AND INTRODUCED
ORDINANCE NO. 1582, AN ORDINANCE OF THE CITY COUNCIL OF

THE CITY OF ARCATA AMENDING THE MUNICIPAL CODE

RELATING TO DOGS AT LARGE, SERVICE ANIMALS, DOG
LICENSES, AND DOG IMPOUNDMENT, TITLE V—SANITATION &
HEALTH, AND TITLE X—PUBLIC PROPERTY, AS AMENDED.

Page 14 of 158 ends

4 8. ORAL AND WRITTEN COMMUNICATIONS [CONTINUED]
Mayor Stillman invited public comment.

Public Comment: Joanne McGarry, Abraham, Amy, Gillian Peterson, Ella, Jody, and Citaly A.

Mayor Stillman closed the oral and written communications [continued] period.

9. COUNCIL REPORTS
Presenters: Schaefer, Atkins-Salazar, White, Matthews, and Stillman.

10. ADJOURNMENT
The meeting was adjourned at 7:16 p.m.

Respectfully submitted,
Rhea Varley
City Clerk

Page 15 of 158 ends

STAFF REPORT – CITY COUNCIL MEETING
TO: Honorable Mayor and City Council Members
FROM: Tabatha Miller, Assistant City Manager/Finance Director PREPARER: Tabatha Miller, Assistant City Manager/Finance Director DATE: August 25, 2025
TITLE: Bi-Weekly Report on Disbursements.

RECOMMENDATION:

It is recommended that the Council approve the report on disbursements listing for the period August 9, 2025, through August 22, 2025.

INTRODUCTION:

Pursuant to Section 37208 of the California Government Code, checks drawn in payment of demands certified by the City Finance Director as conforming to the authorized expenditures set forth in the City Council adopted budget need not be audited by the City Council prior to payment but may be presented to the City Council at the first meeting after delivery.

DISCUSSION:

The attached Disbursements Listing lists the checks and electronic payments that have been paid for the period identified above. The Finance Director certifies that the disbursements were drawn in payment of demands conforming to the adopted budget and that these demands are being presented to the City Council at its first meeting after the delivery of the checks and electronic payments BUDGET/FISCAL IMPACT:

The disbursements presented were drawn in payment of demands included within the adopted budget.

RECOMMENDED COUNCIL ACTION:

Approve the report on disbursements listing for the period of August 9, 2025, through August 22, 2025, by approving the Consent Calendar.

ATTACHMENTS:

A. Cash Disbursements 8.25

Page 16 of 158 ends

City of Arcata Bi-Weekly Report on Cash Distributions 8/9/2025-8/22/2025 Check # Vendor GL Account Amount Date Description
259978 US Bank 101-60-89-54200 $ 20.27 8/13/2025
259978 US Bank 101-30-31-55800 $ 0.99 8/13/2025
259978 US Bank 662-60-67-53500 $ 189.01 8/13/2025
259978 US Bank 661-60-64-55400 $ 34.55 8/13/2025
259978 US Bank 204-40-21-51420 $ 56.31 8/13/2025
259978 US Bank 101-60-89-54200 $ 6.60 8/13/2025
259978 US Bank 101-10-15-51300 $ 40.00 8/13/2025
259978 US Bank 771-50-57-55100 $ 25.75 8/13/2025
259978 US Bank 101-60-89-54200 $ 72.75 8/13/2025
259978 US Bank 661-50-63-54300 $ 30.85 8/13/2025
259978 US Bank 101-60-89-54200 $ 31.08 8/13/2025
259978 US Bank 101-50-81-53300 $ 6.25 8/13/2025
259978 US Bank 662-60-67-54300 $ 208.41 8/13/2025
259978 US Bank 101-60-89-54200 $ 47.39 8/13/2025
259978 US Bank 101-10-01-51400 $ 442.47 8/13/2025
259978 US Bank 101-60-89-54200 $ 8.70 8/13/2025
259978 US Bank 661-60-64-51400 $ 31.38 8/13/2025
259978 US Bank 662-60-67-55400 $ 184.92 8/13/2025
259978 US Bank 101-60-89-54200 $ 31.45 8/13/2025
259978 US Bank 101-60-89-54200 $ 450.44 8/13/2025
259978 US Bank 101-10-04-52104 $ 420.00 8/13/2025
259978 US Bank 662-60-67-51728 $ 1,099.55 8/13/2025
259978 US Bank 101-30-31-54300 $ 15.36 8/13/2025
259978 US Bank 209-50-55-54200 $ 31.62 8/13/2025
259978 US Bank 662-60-67-51600 $ 251.00 8/13/2025
259978 US Bank 101-10-15-51300 $ 20.00 8/13/2025
259978 US Bank 771-50-57-54400 $ 93.44 8/13/2025
259978 US Bank 771-50-57-54400 $ 44.22 8/13/2025
259978 US Bank 209-50-55-54200 $ 39.67 8/13/2025
259978 US Bank 101-50-41-54200 $ 111.30 8/13/2025
259978 US Bank 662-60-67-55400 $ 143.90 8/13/2025
259978 US Bank 101-60-89-54200 $ 198.53 8/13/2025
259978 US Bank 775-10-71-55300 $ 33.05 8/13/2025
259978 US Bank 662-60-67-51600 $ 251.00 8/13/2025
259978 US Bank 101-30-31-51400 $ 110.00 8/13/2025
259978 US Bank 771-50-57-54400 $ 24.19 8/13/2025
259978 US Bank 101-10-01-51400 $ 16.11 8/13/2025
259978 US Bank 207-50-45-51600 $ 2.99 8/13/2025
259978 US Bank 661-60-64-54300 $ 19.82 8/13/2025
259978 US Bank 207-50-45-51500 $ 40.23 8/13/2025
259978 US Bank 101-10-03-51770 $ 18.47 8/13/2025
259978 US Bank 205-60-87-51600 $ 85.00 8/13/2025
259978 US Bank 662-60-67-55400 $ 131.46 8/13/2025
259978 US Bank 101-50-85-55400 $ 110.24 8/13/2025
259978 US Bank 101-60-89-54200 $ 9.99 8/13/2025
259978 US Bank 101-60-89-54200 $ 28.59 8/13/2025
259978 US Bank 101-10-77-54200 $ 22.02 8/13/2025
259978 US Bank 101-10-03-51770 $ 61.37 8/13/2025
259978 US Bank 101-50-41-54200 $ 88.10 8/13/2025
259978 US Bank 101-60-89-54200 $ 212.46 8/13/2025
259978 US Bank 101-40-21-51200 $ 79.00 8/13/2025
259978 US Bank 101-50-81-55400 $ 174.44 8/13/2025
259978 US Bank 101-40-21-54200 $ 103.64 8/13/2025
259978 US Bank 101-60-89-54200 $ 8.81 8/13/2025
259978 US Bank 101-60-89-54200 $ 41.81 8/13/2025
259978 US Bank 775-10-71-51400 $ 1,050.00 8/13/2025
259978 US Bank 101-60-89-54200 $ 6.99 8/13/2025
259978 US Bank 101-50-81-51500 $ 409.59 8/13/2025
259978 US Bank 661-50-63-51500 $ 176.36 8/13/2025
259978 US Bank 101-60-89-54200 $ 5.51 8/13/2025
259978 US Bank 771-50-57-54300 $ 1,200.00 8/13/2025
259978 US Bank 101-50-41-51400 $ 5.00 8/13/2025
259978 US Bank 207-50-45-54300 $ 328.52 8/13/2025
259978 US Bank 101-60-89-54200 $ 22.32 8/13/2025
259978 US Bank 771-50-57-54400 $ 27.89 8/13/2025
259978 US Bank 771-50-57-55100 $ 158.38 8/13/2025
259978 US Bank 662-60-67-53100 $ 30.05 8/13/2025
259978 US Bank 661-50-63-51500 $ 459.10 8/13/2025
259978 US Bank 771-50-57-54400 $ 29.30 8/13/2025

Page 17 of 158 ends

259978 US Bank 775-10-71-51770 $ 330.00 8/13/2025
259978 US Bank 101-60-89-54200 $ 7.99 8/13/2025
259978 US Bank 101-60-89-54200 $ 25.35 8/13/2025
259978 US Bank 101-50-81-55400 $ 719.37 8/13/2025
259978 US Bank 771-50-57-57800 $ 12.66 8/13/2025
259978 US Bank 205-60-87-51600 $ 173.35 8/13/2025
259978 US Bank 101-10-05-51400 $ 500.00 8/13/2025
259978 US Bank 101-30-31-55800 $ 0.99 8/13/2025
259978 US Bank 101-40-21-51770 $ 56.00 8/13/2025
259978 US Bank 101-60-89-54200 $ 30.87 8/13/2025
259978 US Bank 207-50-45-54300 $ 47.40 8/13/2025
259978 US Bank 101-60-89-54200 $ 56.67 8/13/2025
259978 US Bank 101-60-89-54200 $ 40.78 8/13/2025
259978 US Bank 204-40-21-51420 $ 595.00 8/13/2025
259978 US Bank 662-60-67-55400 $ 19.83 8/13/2025
259978 US Bank 101-60-89-54200 $ 19.78 8/13/2025
259978 US Bank 101-10-15-51770 $ 289.70 8/13/2025
259978 US Bank 662-60-67-53500 $ 1,718.76 8/13/2025
259978 US Bank 561-00-00-24056 $ 58.96 8/13/2025
259978 US Bank 101-10-01-57800 $ 132.29 8/13/2025
259978 US Bank 101-60-89-54200 $ 102.86 8/13/2025
259978 US Bank 662-60-67-54200 $ 9.46 8/13/2025
259978 US Bank 101-60-89-54200 $ 16.19 8/13/2025
259978 US Bank 101-60-89-54200 $ 80.22 8/13/2025
259978 US Bank 101-60-89-54200 $ 110.00 8/13/2025
259978 US Bank 101-60-89-54200 $ 99.83 8/13/2025
259978 US Bank 101-50-81-54300 $ 66.12 8/13/2025
259978 US Bank 207-50-45-54200 $ 11.01 8/13/2025
259978 US Bank 101-00-00-49900 $ 21.75 8/13/2025
259978 US Bank 775-10-71-55300 $ 137.02 8/13/2025
259978 US Bank 771-50-57-54400 $ 24.96 8/13/2025
259978 US Bank 101-40-21-53100 $ 19.75 8/13/2025
259978 US Bank 662-60-67-53500 $ (109.90) 8/13/2025
259978 US Bank 771-50-57-54700 $ 131.06 8/13/2025
259978 US Bank 101-40-21-54200 $ 44.56 8/13/2025
259978 US Bank 101-60-89-54200 $ 46.50 8/13/2025
259978 US Bank 209-50-55-54200 $ 64.63 8/13/2025
259978 US Bank 661-60-64-54200 $ 99.21 8/13/2025
259978 US Bank 101-40-21-54200 $ 525.00 8/13/2025
259978 US Bank 101-10-01-51400 $ 442.47 8/13/2025
259978 US Bank 101-40-21-54200 $ 59.27 8/13/2025
259978 US Bank 661-60-64-54300 $ 252.14 8/13/2025
259978 US Bank 205-60-87-54200 $ 39.14 8/13/2025
259978 US Bank 205-60-87-54200 $ 49.11 8/13/2025
259978 US Bank 101-60-89-51600 $ 450.50 8/13/2025
259978 US Bank 775-10-71-51210 $ 60.00 8/13/2025
259978 US Bank 771-50-57-55100 $ 141.23 8/13/2025
259978 US Bank 561-00-00-24056 $ 31.50 8/13/2025
259978 US Bank 101-60-89-54200 $ 24.39 8/13/2025
259978 US Bank 662-60-67-53300 $ 29.65 8/13/2025
259978 US Bank 101-60-89-54200 $ 49.26 8/13/2025
259978 US Bank 209-50-55-54200 $ 31.95 8/13/2025
259978 US Bank 101-60-89-54200 $ 5.61 8/13/2025
259978 US Bank 101-60-89-54200 $ 30.96 8/13/2025
259978 US Bank 101-60-89-54200 $ 145.53 8/13/2025
259978 US Bank 771-50-57-55100 $ 325.00 8/13/2025
259978 US Bank 771-50-57-54400 $ 1,265.58 8/13/2025
259978 US Bank 101-60-89-54200 $ 41.65 8/13/2025
259978 US Bank 101-20-07-54200 $ 19.99 8/13/2025
259978 US Bank 771-50-57-54400 $ 129.13 8/13/2025
259978 US Bank 662-50-65-54300 $ 19.82 8/13/2025
259978 US Bank 661-60-64-51600 $ 114.00 8/13/2025
259978 US Bank 771-50-57-54300 $ 279.05 8/13/2025
259978 US Bank 662-50-65-55300 $ 244.42 8/13/2025
259978 US Bank 101-10-77-54200 $ 22.69 8/13/2025
259978 US Bank 209-50-55-54200 $ 16.74 8/13/2025
259978 US Bank 101-00-00-49900 $ 9.66 8/13/2025
259978 US Bank 101-40-21-51400 $ 875.00 8/13/2025
259978 US Bank 209-50-55-54200 $ 31.48 8/13/2025
259978 US Bank 101-60-89-54200 $ 23.97 8/13/2025
259978 US Bank 101-10-15-51705 $ 25.00 8/13/2025
259978 US Bank 775-10-71-51600 $ 130.00 8/13/2025

Page 18 of 158 ends

259978 US Bank 661-60-64-53500 $ 363.59 8/13/2025
259978 US Bank 101-20-07-54200 $ 9.70 8/13/2025
259978 US Bank 101-60-89-54200 $ 48.58 8/13/2025
259978 US Bank 101-60-89-54200 $ 72.61 8/13/2025
259978 US Bank 207-50-45-54300 $ 124.54 8/13/2025
259978 US Bank 101-30-31-55800 $ 0.99 8/13/2025
259978 US Bank 209-50-55-54200 $ 55.10 8/13/2025
259978 US Bank 101-10-15-51400 $ 375.00 8/13/2025
259978 US Bank 101-60-89-54200 $ 17.48 8/13/2025
259978 US Bank 662-60-67-53500 $ 110.25 8/13/2025
259978 US Bank 101-50-85-55400 $ 39.33 8/13/2025
259978 US Bank 662-60-67-51728 $ 159.34 8/13/2025
259978 US Bank 101-40-21-51400 $ 875.00 8/13/2025
259978 US Bank 205-60-87-51600 $ 0.99 8/13/2025
259978 US Bank 662-60-67-54200 $ 24.00 8/13/2025
259978 US Bank 662-60-67-57800 $ 396.00 8/13/2025
259978 US Bank 101-50-41-54200 $ 195.45 8/13/2025
259978 US Bank 101-10-05-51600 $ 250.00 8/13/2025
259978 US Bank 101-60-89-54200 $ 52.08 8/13/2025
259978 US Bank 101-40-21-51770 $ 1,005.98 8/13/2025
259978 US Bank 259-30-14-51770 $ 255.00 8/13/2025
259978 US Bank 662-60-67-57800 $ 1,003.84 8/13/2025
259978 US Bank 101-20-07-54200 $ 30.00 8/13/2025
259978 US Bank 101-50-85-55400 $ 85.92 8/13/2025
259978 US Bank 101-20-07-54200 $ 203.58 8/13/2025
259978 US Bank 662-60-67-54200 $ 33.59 8/13/2025
259978 US Bank 101-30-31-53300 $ 20.00 8/13/2025
259978 US Bank 101-40-21-54200 $ 64.13 8/13/2025
259978 US Bank 775-10-71-55300 $ 22.02 8/13/2025
259978 US Bank 101-60-89-54200 $ 15.42 8/13/2025
259978 US Bank 101-10-03-51770 $ 641.38 8/13/2025
259978 US Bank 101-30-31-55800 $ 0.99 8/13/2025
259978 US Bank 101-60-89-54200 $ 15.61 8/13/2025
259978 US Bank 662-60-67-54200 $ 284.51 8/13/2025
259978 US Bank 775-10-71-51400 $ 168.30 8/13/2025
259978 US Bank 661-60-64-54200 $ 149.00 8/13/2025
259978 US Bank 101-60-89-54200 $ 18.19 8/13/2025
259978 US Bank 101-20-07-53110 $ 16.50 8/13/2025
259978 US Bank 662-50-65-54300 $ 22.04 8/13/2025
259978 US Bank 662-60-67-51728 $ 27.99 8/13/2025
259978 US Bank 101-10-03-51770 $ 48.41 8/13/2025
259978 US Bank 209-50-55-54200 $ 207.25 8/13/2025
259978 US Bank 101-10-15-51300 $ 20.00 8/13/2025
259978 US Bank 662-60-67-54200 $ 22.04 8/13/2025
259978 US Bank 771-50-57-53500 $ 829.59 8/13/2025
259978 US Bank 101-40-21-53100 $ 19.75 8/13/2025
259978 US Bank 101-60-89-54200 $ 127.82 8/13/2025
259978 US Bank 101-10-15-51300 $ 60.00 8/13/2025
259978 US Bank 662-60-67-55400 $ 11.10 8/13/2025
259978 US Bank 771-50-57-54400 $ 17.62 8/13/2025
259978 US Bank 101-60-89-54200 $ 20.75 8/13/2025
259978 US Bank 101-10-03-51400 $ (64.56) 8/13/2025
259978 US Bank 101-50-85-55400 $ 28.61 8/13/2025
259978 US Bank 101-60-89-54200 $ 100.99 8/13/2025
259978 US Bank 101-10-03-53300 $ 31.39 8/13/2025
259978 US Bank 101-10-15-51300 $ 20.00 8/13/2025
259978 US Bank 101-40-21-54200 $ 124.78 8/13/2025
259978 US Bank 101-60-79-54200 $ 62.52 8/13/2025
259978 US Bank 775-10-71-51400 $ 273.19 8/13/2025
259978 US Bank 101-20-07-51400 $ 209.23 8/13/2025
259978 US Bank 661-60-64-54300 $ (252.14) 8/13/2025
259978 US Bank 775-10-71-51600 $ 130.00 8/13/2025
259978 US Bank 662-60-67-54200 $ 20.94 8/13/2025
259978 US Bank 205-60-87-54300 $ 22.25 8/13/2025
259978 US Bank 662-60-67-54300 $ 69.29 8/13/2025
259978 US Bank 662-60-67-53300 $ 52.90 8/13/2025
259978 US Bank 661-60-64-54300 $ 70.38 8/13/2025
259978 US Bank 101-60-89-54200 $ 184.17 8/13/2025
259978 US Bank 101-60-89-54200 $ 20.97 8/13/2025
259978 US Bank 101-60-89-54200 $ (16.43) 8/13/2025
259978 US Bank 101-60-89-54200 $ 18.27 8/13/2025
259978 US Bank 101-40-21-51500 $ 120.10 8/13/2025

Page 19 of 158 ends

259978 US Bank 209-50-55-54200 $ 61.45 8/13/2025
259978 US Bank 775-10-71-55300 $ 80.47 8/13/2025
259978 US Bank 661-50-63-53900 $ 485.41 8/13/2025
259978 US Bank 775-10-71-51770 $ 330.00 8/13/2025
259978 US Bank 101-50-85-55400 $ 38.60 8/13/2025
259978 US Bank 101-30-31-51600 $ 468.00 8/13/2025
259978 US Bank 101-50-85-55400 $ 39.66 8/13/2025
259978 US Bank 101-60-89-54200 $ 4.74 8/13/2025
259978 US Bank 661-60-64-55300 $ 2.87 8/13/2025
259978 US Bank 661-60-64-54200 $ 38.03 8/13/2025
259978 US Bank 662-60-67-55800 $ 0.99 8/13/2025
259978 US Bank 662-60-67-53600 $ 142.17 8/13/2025
259978 US Bank 101-50-41-54300 $ 0.99 8/13/2025
259978 US Bank 101-60-89-54200 $ 56.67 8/13/2025
259978 US Bank 662-60-67-51500 $ 297.66 8/13/2025
259978 US Bank 101-60-89-54200 $ 5.34 8/13/2025
259978 US Bank 101-40-21-54200 $ 220.49 8/13/2025
259978 US Bank 101-30-31-51600 $ 89.00 8/13/2025
259978 US Bank 661-60-64-54200 $ 26.44 8/13/2025
259978 US Bank 101-10-01-51400 $ 287.19 8/13/2025
259978 US Bank 101-60-89-54200 $ 85.77 8/13/2025
259978 US Bank 101-60-89-54200 $ 18.49 8/13/2025
259978 US Bank 101-60-89-54200 $ 5.00 8/13/2025
259978 US Bank 101-60-89-54200 $ 8.11 8/13/2025
259978 US Bank 101-60-89-54200 $ 3.85 8/13/2025
259978 US Bank 259-30-14-51770 $ 8.28 8/13/2025
259978 US Bank 101-60-89-54200 $ 176.54 8/13/2025
259978 US Bank 101-60-89-54200 $ 119.88 8/13/2025
259978 US Bank 662-60-67-53500 $ 120.25 8/13/2025
259978 US Bank 101-50-81-54300 $ 66.12 8/13/2025
259978 US Bank 775-10-71-51770 $ 456.13 8/13/2025
259978 US Bank 101-60-89-54200 $ 4.75 8/13/2025
259978 US Bank 101-60-89-54200 $ 77.12 8/13/2025
259978 US Bank 101-10-03-51400 $ 512.47 8/13/2025
259978 US Bank 661-60-64-54200 $ 6.60 8/13/2025
259978 US Bank 662-60-67-51500 $ (120.72) 8/13/2025
259978 US Bank 771-50-57-57800 $ 868.00 8/13/2025
259978 US Bank 101-60-89-54200 $ 8.00 8/13/2025
259978 US Bank 661-60-64-55300 $ 710.94 8/13/2025
259978 US Bank 662-60-67-57800 $ 4.20 8/13/2025
259978 US Bank 204-40-21-51420 $ 408.24 8/13/2025
259978 US Bank 661-60-64-51400 $ 27.16 8/13/2025
259978 US Bank 101-60-89-54200 $ 3.63 8/13/2025
259978 US Bank 101-10-15-51770 $ 17.99 8/13/2025
259978 US Bank 662-50-65-51600 $ 380.00 8/13/2025
259978 US Bank 771-50-57-54300 $ 383.69 8/13/2025
259978 US Bank 101-50-81-54200 $ 297.65 8/13/2025
259978 US Bank 209-50-55-54200 $ 90.18 8/13/2025
259978 US Bank 101-60-89-54200 $ 12.18 8/13/2025
259978 US Bank 771-50-57-54400 $ 104.38 8/13/2025
259978 US Bank 101-60-89-54200 $ 3.76 8/13/2025
259978 US Bank 661-50-63-54200 $ 0.99 8/13/2025
259978 US Bank 101-30-31-51400 $ 3,591.77 8/13/2025
259978 US Bank 662-60-67-51720 $ 250.50 8/13/2025
259978 US Bank 101-60-89-54200 $ 25.35 8/13/2025
259978 US Bank 561-00-00-24056 $ 312.50 8/13/2025
259978 US Bank 662-50-65-54200 $ 34.84 8/13/2025
259978 US Bank 101-60-89-54200 $ 33.90 8/13/2025
259978 US Bank 101-50-41-54300 $ 240.00 8/13/2025
259978 US Bank 775-10-71-57800 $ 744.30 8/13/2025
259978 US Bank 775-10-71-51400 $ 567.86 8/13/2025
259978 US Bank 661-50-63-54200 $ 0.99 8/13/2025
259978 US Bank 662-50-65-54300 $ 207.26 8/13/2025
259978 US Bank 212-30-11-57300 $ 1,467.38 8/13/2025
259978 US Bank 101-60-89-54200 $ 7.44 8/13/2025
259978 US Bank 207-50-45-54300 $ 65.03 8/13/2025
259978 US Bank 662-60-67-51728 $ 18.45 8/13/2025
259978 US Bank 771-50-57-54400 $ 66.15 8/13/2025
259978 US Bank 101-60-89-54200 $ 13.20 8/13/2025
259978 US Bank 101-40-21-51500 $ 86.87 8/13/2025
259978 US Bank 771-50-57-54400 $ 30.50 8/13/2025
259978 US Bank 101-10-15-54200 $ 37.95 8/13/2025

Page 20 of 158 ends

259978 US Bank 101-10-01-51400 $ 223.48 8/13/2025
259978 US Bank 101-60-89-54200 $ 35.90 8/13/2025
259978 US Bank 101-60-89-54200 $ 66.14 8/13/2025
259978 US Bank 662-60-67-54200 $ 242.22 8/13/2025
259978 US Bank 662-60-67-53500 $ (119.90) 8/13/2025
259978 US Bank 661-60-64-54200 $ 19.87 8/13/2025
259978 US Bank 662-60-67-55400 $ 6.60 8/13/2025
259978 US Bank 661-50-63-54300 $ 85.91 8/13/2025
259978 US Bank 101-60-89-54200 $ 64.41 8/13/2025
259978 US Bank 101-60-89-54200 $ 48.48 8/13/2025
259978 US Bank 661-60-64-51400 $ 1.00 8/13/2025
259978 US Bank 101-40-21-54200 $ 17.63 8/13/2025
259978 US Bank 662-60-67-54200 $ 9.91 8/13/2025
259978 US Bank 101-20-07-51400 $ 149.00 8/13/2025
259978 US Bank 662-60-67-53300 $ 45.18 8/13/2025
259978 US Bank 205-60-87-54200 $ 1,091.25 8/13/2025
259978 US Bank 101-60-89-54200 $ 24.52 8/13/2025
259978 US Bank 775-10-71-55300 $ 173.66 8/13/2025
259978 US Bank 662-60-67-55400 $ 88.18 8/13/2025
259978 US Bank 205-60-87-54200 $ 90.30 8/13/2025
259978 US Bank 101-00-00-49900 $ 14.95 8/13/2025
259978 US Bank 209-50-55-54200 $ 29.91 8/13/2025
259978 US Bank 775-10-71-55300 $ 76.07 8/13/2025
259978 US Bank 662-60-67-53500 $ 14.00 8/13/2025
259979 GHD Inc. 210-70-48-51770 $ 2,100.21 8/15/2025 A&M Trail Project Contract - CIP Tag 48-07 259979 GHD Inc. 210-70-48-57200 $ 2,185.26 8/15/2025 A&M Trail Project Contract - CIP Tag 48-07 259980 Genuine Parts Company Inc 771-50-57-54400 $ 1.60 8/15/2025 open po for parts 259980 Genuine Parts Company Inc 101-00-00-21090 $ (1.60) 8/15/2025 open po for parts 259980 Genuine Parts Company Inc 771-50-57-54400 $ 99.04 8/15/2025 open po for parts 259980 Genuine Parts Company Inc 771-50-57-54400 $ 4.33 8/15/2025 open po for parts 259980 Genuine Parts Company Inc 771-50-57-54400 $ 0.07 8/15/2025 open po for parts 259980 Genuine Parts Company Inc 101-00-00-21090 $ (0.07) 8/15/2025 open po for parts 259980 Genuine Parts Company Inc 771-50-57-54400 $ 0.54 8/15/2025 Finance charge 259980 Genuine Parts Company Inc 771-50-57-54400 $ 5.63 8/15/2025 open po for parts 259981 Phoenix Group Information Systems 101-40-23-54200 $ 280.00 8/15/2025 PREFERENTIAL PARKING MGT 259982 WN Tetrault & Co Inc 771-50-57-51770 $ 171.00 8/15/2025 PATROL CAR WASH 259983 Alves Inc. 207-50-45-55600 $ 918.75 8/15/2025 open po for hauling 259983 Alves Inc. 207-50-45-53800 $ 617.97 8/15/2025 open po for aggregate 259983 Alves Inc. 207-50-45-55600 $ 5,537.50 8/15/2025 open po for hauling 259984 Buddy's Auto Center 101-40-23-51762 $ 350.00 8/15/2025 AV REMOVAL 259985 Chandler Asset Management 245-00-00-44100 $ 322.96 8/15/2025 Arcata 2003 Public Imporvement Projects 259985 Chandler Asset Management 101-00-00-44100 $ 2,430.90 8/15/2025 City of Arcata Investment Management 259986 Davidson Bros Lock & Safe 101-50-85-51770 $ 0.04 8/15/2025 BUILDINGS OPO FY25/26 259986 Davidson Bros Lock & Safe 101-50-85-51770 $ 182.69 8/15/2025 BUILDINGS OPO FY25/26 259987 Environmental Resource Associates 662-60-67-53500 $ 653.42 8/15/2025 OPO Wastewater QC Standards 259988 Fedex 662-60-67-53100 $ 114.30 8/15/2025 OPO Shipping 259988 Fedex 662-60-67-53100 $ 295.48 8/15/2025 OPO Shipping 259989 Ford Logging Inc 205-60-87-51765 $ 63,607.86 8/15/2025 2024 Timber Harvest Contract 259990 Genuine Parts Company Inc 771-50-57-54400 $ 1.58 8/15/2025 open po for atuo parts 259990 Genuine Parts Company Inc 771-50-57-54400 $ 28.64 8/15/2025 open po for atuo parts 259990 Genuine Parts Company Inc 771-50-57-54400 $ 52.58 8/15/2025 open po for atuo parts 259990 Genuine Parts Company Inc 771-50-57-54400 $ 32.81 8/15/2025 open po for atuo parts 259990 Genuine Parts Company Inc 771-50-57-54400 $ 10.63 8/15/2025 open po for atuo parts 259990 Genuine Parts Company Inc 771-50-57-54400 $ 697.29 8/15/2025 open po for atuo parts 259991 Harper Ford Country 771-50-57-54400 $ 31.30 8/15/2025 open po for parts 259991 Harper Ford Country 771-50-57-54400 $ 146.13 8/15/2025 open po for parts 259991 Harper Ford Country 771-50-57-54400 $ 249.01 8/15/2025 open po for parts 259991 Harper Ford Country 771-50-57-54400 $ 86.85 8/15/2025 open po for parts 259992 Hensels Hardware 101-10-01-52108 $ 22.29 8/15/2025 Hensels Ace Hardware - Graffiti Abatement Supplies
Winkler
259992 Hensels Hardware 101-10-01-52108 $ 13.17 8/15/2025 Hensels Ace Hardware - Graffiti Abatement Supplies
Winkler
259992 Hensels Hardware 101-10-01-52108 $ 64.83 8/15/2025 Hensels Ace Hardware - Graffiti Abatement Supplies
Winkler
259992 Hensels Hardware 101-10-01-52108 $ 15.30 8/15/2025 Hensels Ace Hardware - Graffiti Abatement Supplies
Winkler
259992 Hensels Hardware 101-10-01-52108 $ 80.16 8/15/2025 Hensels Ace Hardware - Graffiti Abatement Supplies
Winkler
259992 Hensels Hardware 101-10-01-52108 $ 64.83 8/15/2025 Hensels Ace Hardware - Graffiti Abatement Supplies
Winkler
259992 Hensels Hardware 101-40-21-54200 $ 13.21 8/15/2025 259993 Humboldt Bay Municipal Water District 661-60-64-54000 $ 139,162.49 8/15/2025 FY25/26 OPO Water Purchases

Page 21 of 158 ends

259994 Humboldt Termite & Pest Control 101-50-61-57300 $ 102.00 8/15/2025 open po for pest service 259994 Humboldt Termite & Pest Control 101-50-85-51770 $ 62.00 8/15/2025 BUILDINGS OPO FY25/26 259995 IBS Of The Redwoods 771-50-57-54400 $ 136.45 8/15/2025 open po for batteries 259995 IBS Of The Redwoods 771-50-57-54400 $ 165.47 8/15/2025 open po for batteries 259995 IBS Of The Redwoods 771-50-57-54400 $ (99.20) 8/15/2025 open po for batteries 259996 J & M Body Shop/Towing 101-40-23-51762 $ 100.00 8/15/2025 259996 J & M Body Shop/Towing 101-40-23-51762 $ 100.00 8/15/2025 259996 J & M Body Shop/Towing 101-40-23-51762 $ 100.00 8/15/2025 259996 J & M Body Shop/Towing 101-40-23-51762 $ 100.00 8/15/2025 259996 J & M Body Shop/Towing 101-40-23-51762 $ 100.00 8/15/2025 259996 J & M Body Shop/Towing 101-40-23-51762 $ 100.00 8/15/2025 259996 J & M Body Shop/Towing 101-40-23-51762 $ 100.00 8/15/2025 259996 J & M Body Shop/Towing 101-40-23-51762 $ 100.00 8/15/2025 259996 J & M Body Shop/Towing 101-40-23-51762 $ 200.00 8/15/2025 259996 J & M Body Shop/Towing 101-40-23-51762 $ 100.00 8/15/2025 259997 Kernen Construction 101-00-00-21090 $ (6.02) 8/15/2025 open po for aggregate 259997 Kernen Construction 662-50-65-53800 $ 436.36 8/15/2025 open po for aggregate 259997 Kernen Construction 662-50-65-53800 $ 6.02 8/15/2025 open po for aggregate 259997 Kernen Construction 101-00-00-21090 $ (304.82) 8/15/2025 open po for asphalt 259997 Kernen Construction 208-50-45-53800 $ 22,099.57 8/15/2025 open po for asphalt 259997 Kernen Construction 101-00-00-21090 $ (46.55) 8/15/2025 NTO 24 Rock Expenses 259997 Kernen Construction 208-50-45-53800 $ 304.82 8/15/2025 open po for asphalt 259997 Kernen Construction 205-60-87-54200 $ 46.55 8/15/2025 NTO 24 Rock Expenses 259997 Kernen Construction 205-60-87-54200 $ 3,375.36 8/15/2025 NTO 24 Rock Expenses 259997 Kernen Construction 205-60-87-54200 $ 3.62 8/15/2025 NTO 24 Rock Expenses 259997 Kernen Construction 101-00-00-21090 $ (3.62) 8/15/2025 NTO 24 Rock Expenses 259997 Kernen Construction 205-60-87-54200 $ 262.17 8/15/2025 NTO 24 Rock Expenses 259998 Lost Coast Communications Inc. 101-10-15-51300 $ 300.00 8/15/2025 Lost Coast Communications 259999 Mad River Union 101-10-05-51300 $ 180.00 8/15/2025 Mad River Union - Legal Ads 259999 Mad River Union 101-30-11-51300 $ 130.00 8/15/2025 Notices for Passthrough Projects 260000 McMaster-Carr 662-60-67-55300 $ 134.47 8/15/2025 OPO Equipment Maintenance 260001 Microbac Laboratories Inc 662-60-67-51742 $ 642.00 8/15/2025 OPO WW Lab Testing and Anaylsis 260002 Mission Linen Ind.Inc. 661-60-64-53600 $ 163.42 8/15/2025 OPO Janitorial Supplies 260002 Mission Linen Ind.Inc. 662-60-67-51500 $ 125.37 8/15/2025 OPO Weekly Linens 260002 Mission Linen Ind.Inc. 771-50-57-51500 $ 90.78 8/15/2025 open po for linens 260002 Mission Linen Ind.Inc. 662-60-67-54200 $ 11.03 8/15/2025 OPO 1st Aid Cabinet Service 260002 Mission Linen Ind.Inc. 207-50-45-51770 $ 11.03 8/15/2025 open po for first aid supply 260003 Nicholls Trucking 207-50-45-55600 $ 1,750.00 8/15/2025 trucking for paving foster 260004 North Coast Journal Inc 101-10-15-51300 $ 129.00 8/15/2025 North Coast Journal 260004 North Coast Journal Inc 101-10-15-51300 $ 129.00 8/15/2025 North Coast Journal 260004 North Coast Journal Inc 101-10-15-51300 $ 146.00 8/15/2025 North Coast Journal 260004 North Coast Journal Inc 101-10-15-51300 $ 129.00 8/15/2025 North Coast Journal 260004 North Coast Journal Inc 101-10-15-51300 $ 129.00 8/15/2025 North Coast Journal 260005 American Hospital Management 101-10-15-51702 $ 341.25 8/15/2025 Occupational Health - Physicals 260006 Pacific EcoRisk Inc. 662-60-67-51770 $ 2,677.50 8/15/2025 Cyanide Hold Time Study 260007 Peterson Collision Repair 771-50-57-55100 $ 8,935.26 8/15/2025 repair damage to unit 567 260007 Peterson Collision Repair 771-50-57-55100 $ 326.53 8/15/2025 tax to repairs on 567 260007 Peterson Collision Repair 101-00-00-21090 $ (55.98) 8/15/2025 repair damage to unit 567 260007 Peterson Collision Repair 771-50-57-55100 $ 55.98 8/15/2025 repair damage to unit 567 260008 Rich's Body Shop 662-60-67-51770 $ 8,000.00 8/15/2025 repiar damage to 510 260009 Sunbelt Rentals Inc 662-60-67-55300 $ 11,414.10 8/15/2025 Treatment Plant Emergency Generator Rental 260010 QSW LLC 211-30-13-58222 $ 646.36 8/15/2025 Relocation Expenses for MORE Program 260011 Valley Pacific Petroleum Services Inc 771-50-57-54700 $ 92.91 8/15/2025 open po for fuel 260011 Valley Pacific Petroleum Services Inc 771-50-57-54700 $ 483.39 8/15/2025 open po for fuel 260011 Valley Pacific Petroleum Services Inc 771-50-57-54700 $ 1,254.40 8/15/2025 open po for fuel 260011 Valley Pacific Petroleum Services Inc 771-50-57-54700 $ 1,282.66 8/15/2025 open po for fuel 260011 Valley Pacific Petroleum Services Inc 771-50-57-54700 $ 510.53 8/15/2025 open po for fuel 260011 Valley Pacific Petroleum Services Inc 771-50-57-54700 $ 1,038.29 8/15/2025 open po for fuel 260011 Valley Pacific Petroleum Services Inc 771-50-57-54700 $ 608.62 8/15/2025 open po for fuel 260011 Valley Pacific Petroleum Services Inc 771-50-57-54700 $ 90.49 8/15/2025 open po for fuel 260011 Valley Pacific Petroleum Services Inc 771-50-57-54700 $ 319.16 8/15/2025 open po for fuel 260011 Valley Pacific Petroleum Services Inc 771-50-57-54700 $ 794.99 8/15/2025 open po for fuel 260011 Valley Pacific Petroleum Services Inc 771-50-57-54700 $ 184.01 8/15/2025 open po for fuel 260011 Valley Pacific Petroleum Services Inc 771-50-57-54700 $ 405.11 8/15/2025 open po for fuel 260011 Valley Pacific Petroleum Services Inc 771-50-57-54700 $ 498.82 8/15/2025 open po for fuel 260011 Valley Pacific Petroleum Services Inc 771-50-57-54700 $ 338.26 8/15/2025 open po for fuel 260011 Valley Pacific Petroleum Services Inc 771-50-57-54700 $ 55.13 8/15/2025 open po for fuel 260012 VSS Emultech 207-50-45-53800 $ 920.21 8/15/2025 paving oil 260012 VSS Emultech 101-00-00-21090 $ (25.74) 8/15/2025 paving oil 260012 VSS Emultech 207-50-45-53800 $ 25.74 8/15/2025 paving oil 260013 Williams Scotsman Inc. 662-70-67-57601 $ 1,175.21 8/15/2025 ES Temp Office during WWTP Construction 260014 Buddy's Auto Center 101-40-23-51762 $ 350.00 8/15/2025 AV TOWING

Page 22 of 158 ends

260015 HdL Software LLC 101-00-00-41600 $ 144.06 8/15/2025 PAYMENT SERVICES ENDING 6/30/25 260016 NorthPoint Consulting Group Inc. 101-00-00-23070 $ 70.00 8/15/2025 DEPOSIT REFUND: LARSON PARK GAZEBO & BOCCE

BALL EQUIPMENT
260017 Thaler Anna 101-00-00-46365 $ 10.80 8/15/2025

REFUND DUE TO ADVENTURE CAMP CANCELLATION
(TUES-FRI)
260017 Thaler Anna 101-00-00-46335 $ 40.00 8/15/2025

REFUND DUE TO ADVENTURE CAMP CANCELLATION
(TUES-FRI)
260018 Watts Regulator Company 661-60-64-51770 $ 5,566.00 8/15/2025 SYNCTA DATABASE FEES 260019 Allred Danielle 552-00-00-24022 $ 36.73 8/15/2025

REIMBURSE FOR FOOD/SUPPLIES FOR EA CRABS

PICNIC EVENT
260020 Altizer Keith 101-40-21-51500 $ 350.00 8/15/2025

ANNUAL CLOTHING ALLOWANCE FOR POLICE

DEPARTMENT EMPLOYEE
260021 AmWINS Group Benefits Inc./REMIF 101-00-00-22203 $ 1,585.05 8/15/2025 AMWINS PLAN PREMIUM STATEMENT; SEPT25 260022 A. T. & T. 775-10-71-51200 $ 34.37 8/15/2025 STANDARD PHONE CHARGES; AUG25 260023 Cathcart Kolbe 212-30-11-54200 $ 187.43 8/15/2025 VEGAN 1460 FELIX LACE UP BOOTS 260024 CDWG 101-40-21-51200 $ 7,266.00 8/15/2025 NETMOTION CONNECTION 260025 Cellebrite Inc. 101-40-21-55300 $ 15,490.13 8/15/2025 CELLEBRITE RENEWAL 260026 Engel Richard 207-50-45-52070 $ 366.44 8/15/2025

PAYMENT TO SETTLE CLAIM INVOLVING CITY

MOWER ON PRIVATE PROPERTY
260027 Figeira Kaitlin 662-50-65-52070 $ 8,194.41 8/15/2025 PAYMENT TO SETTLE CLAIM ON 2/14/25 FOR

INCIDENT INVOLVING SEWER
260028 Fisher Scientific Company 662-60-67-51728 $ 0.01 8/15/2025 AMRI LAB SUPPLIES 260028 Fisher Scientific Company 662-60-67-51728 $ 1,395.36 8/15/2025 AMRI LAB SUPPLIES 260028 Fisher Scientific Company 101-00-00-21090 $ (0.01) 8/15/2025 AMRI LAB SUPPLIES 260029 Grainger Caribe Inc 662-60-67-55300 $ 1,250.33 8/15/2025 LOCK OUT TAG OUT SUPPLIES 260030 Green Toney 212-00-00-23071 $ 550.00 8/15/2025

FOODWORKS RELEASE OF DEPOSITS & PARTIAL
RENT REFUND: RAX ON RAX
260030 Green Toney 212-00-00-44280 $ 187.00 8/15/2025

FOODWORKS RELEASE OF DEPOSITS & PARTIAL
RENT REFUND: RAX ON RAX
260031 Governance Sciences Group Inc 101-10-03-51770 $ 9,900.00 8/15/2025 FLASHVOTE ANNUAL SUBSCRIPTION 260032 Humboldt County Clerk Recorder 101-70-81-57613 $ 6.00 8/15/2025

CARLSON PARK GRANT DEED COPY FROM

RECORDER
260033 Humboldt County Clerk Recorder 205-60-87-51900 $ 50.00 8/15/2025

CARLSON PARK GRANT DEED COPY FROM

RECORDER
260034 Humboldt Waste Management Authority 664-60-73-57600 $ 23,531.68 8/15/2025 FINAL HWMA GREEWASTE BILLING TO CITY; JUL25 260035 Huntley Kevin 101-60-89-55700 $ 200.00 8/15/2025 EDUCATIONAL SPEAKING SERVICES ON 8/7/25 AT

REDWOOD DAY CAMP
260036 IT Management Corp. 775-10-71-51200 $ 1,315.01 8/15/2025 PHONE SERVICE; AUG25 260037 North Julie Slater 101-00-00-46335 $ 125.00 8/15/2025 REFUND FOR SKATE CAMP CANCELLATION:

EXTENUATING CIRCUMSTANCES
260038 Judy's Stuff 101-40-21-51500 $ 15.00 8/15/2025 UNIFORM PATCHES 260039 K & M International 662-60-67-51720 $ 172.97 8/15/2025 AMIC PLUSHIE MERCH 260040 Kernen Construction 205-60-87-54200 $ 16,925.00 8/15/2025 FINAL INVOICE: BRIDGE FOR FOREST 260041 Layton Abraxas 101-50-85-51500 $ 288.59 8/15/2025 BOGS MESA BOOT; KEEN MENS TARGHEE 4 BOOT 260042 McMurray & Sons Inc. 101-50-85-57300 $ 38,550.00 8/15/2025 D STREET SHINGLE ROOFING INSTALL 260043 Pacific Gas & Electric Co 101-50-81-51100 $ 51.41 8/15/2025 COST OF OWNERSHIP @ARCATA SPORTS COMPLEX 260043 Pacific Gas & Electric Co 662-60-67-51100 $ 51.55 8/15/2025 ACCT: 3863988117-6; AUG25 260043 Pacific Gas & Electric Co 101-50-41-51100 $ 73.26 8/15/2025 ACCT: 7561752578-9; AUG25 260043 Pacific Gas & Electric Co 101-50-41-51100 $ 36.75 8/15/2025 ACCT: 8191325790-3; AUG25 260044 UBEO West LLC 775-10-71-53300 $ 858.16 8/15/2025

PRINTER MAINTENANCE CONTRACT CHARGES
CONSUMABLES; AUG25
260044 UBEO West LLC 101-40-21-53300 $ 317.43 8/15/2025

PRINTER MAINTENANCE CONTRACT CHARGES
CONSUMABLES; AUG25
260045 Riley Kathleen 101-00-00-46360 $ 35.00 8/15/2025

REFUND DUE TO CITY CANCELLATION OF

PICKLEBALL CLASS
260046 Rogers Christopher 101-00-00-21090 $ (0.39) 8/15/2025 GUN FLASH LIGHT RECHARGABLE 260046 Rogers Christopher 101-40-21-51500 $ 56.93 8/15/2025 GUN FLASH LIGHT RECHARGABLE 260046 Rogers Christopher 101-40-21-51500 $ 0.39 8/15/2025 GUN FLASH LIGHT RECHARGABLE 260047 Optimum 775-10-71-51210 $ 35.31 8/15/2025 CITY HALL/APD INTERNET; AUG25 260048 California Newspapers Partnership 232-70-48-57601 $ 614.47 8/15/2025

ANNIE & MARY TRAIL PROJECT BID SUBMISSION

ADVERTISING
260049 Villalpando Laura 101-00-00-23070 $ 50.00 8/15/2025 DEPOSIT REFUND: PICNIC AREA RENTAL: 8/9/25 260050 Villarreal Celeste 101-40-21-51500 $ 109.16 8/15/2025 CLASS A UNIFORM SHOES 260050 Villarreal Celeste 101-40-21-51500 $ 350.00 8/15/2025

CLOTHING ALLOWANCE FOR POLICE DEPARTMENT

EMPLOYEE
260050 Villarreal Celeste 101-40-21-51500 $ 0.61 8/15/2025 SLIP LEADS SHOE SHINING BRUSH 260050 Villarreal Celeste 101-40-21-51500 $ 44.13 8/15/2025 SLIP LEADS SHOE SHINING BRUSH 260050 Villarreal Celeste 101-00-00-21090 $ (0.61) 8/15/2025 SLIP LEADS SHOE SHINING BRUSH

Page 23 of 158 ends

260050 Villarreal Celeste 101-40-21-51500 $ 196.72 8/15/2025 BADGE & BADGE HOLDER 260051 Wood Courtney 101-00-00-23070 $ 70.00 8/15/2025
DEPOSIT REFUND: LARSON PARK GAZEBO & BOCCE

BALL EQUIPMENT
260052 LexisNexis Risk Data Management Inc 101-40-21-55300 $ 50.00 8/22/2025 ACCURINT 260052 LexisNexis Risk Data Management Inc 101-40-21-55300 $ 50.00 8/22/2025 ACCURINT 260052 LexisNexis Risk Data Management Inc 101-40-21-55300 $ 50.00 8/22/2025 ACCURINT 260052 LexisNexis Risk Data Management Inc 101-40-21-55300 $ 50.00 8/22/2025 ACCURINT 260053 Norman's Dry Cleaners 101-40-21-51500 $ 53.25 8/22/2025 UNIFORM CLEANING 260053 Norman's Dry Cleaners 101-40-21-51500 $ 136.25 8/22/2025 UNIFORM CLEANING 260053 Norman's Dry Cleaners 101-40-21-51500 $ 44.00 8/22/2025 UNIFORM CLEANING 260053 Norman's Dry Cleaners 101-40-21-51500 $ 29.50 8/22/2025 UNIFORM CLEANING 260053 Norman's Dry Cleaners 101-40-21-51500 $ 141.50 8/22/2025 UNIFORM CLEANING 260053 Norman's Dry Cleaners 101-40-21-51500 $ 14.75 8/22/2025 UNIFORM CLEANING 260053 Norman's Dry Cleaners 101-40-21-51500 $ 219.50 8/22/2025 UNIFORM CLEANING 260053 Norman's Dry Cleaners 101-40-21-51500 $ 44.00 8/22/2025 UNIFORM CLEANING 260053 Norman's Dry Cleaners 101-40-21-51500 $ 172.50 8/22/2025 UNIFORM CLEANING 260053 Norman's Dry Cleaners 101-40-21-51500 $ 24.50 8/22/2025 UNIFORM CLEANING 260053 Norman's Dry Cleaners 101-40-21-51500 $ 216.00 8/22/2025 UNIFORM CLEANING 260054 St Joseph Hospital 101-40-21-51770 $ 1,337.00 8/22/2025 SART EXAMS 260055 Recology Arcata 212-30-11-55400 $ 262.99 8/22/2025 Garbage Service (Foodworks) 260055 Recology Arcata 212-30-11-55400 $ 41.06 8/22/2025 Garbage Service (Foodworks) 260056 Arcata Stationers 661-60-64-53300 $ 98.11 8/22/2025 OPO Office Supplies 260057 Arcata Used Tire & Wheel 771-50-57-54600 $ 60.00 8/22/2025 open po for tire repair 260058 AT&T 101-40-21-52522 $ 339.67 8/22/2025 CLETS LINE 260059 Caltest Analytical Lab 662-60-67-51742 $ 543.40 8/22/2025 OPO Cyanide Testing 260060 Redwoods Community College Dist 204-40-21-51420 $ 2,116.00 8/22/2025 POST COURSES/ACADEMY 260061 CSG Consultants Inc 664-60-73-51770 $ 1,600.00 8/22/2025 260062 Cummins Sales and Service 771-50-57-55100 $ 545.87 8/22/2025 open po for truck work 260063 Eureka Glass Company 101-50-85-51770 $ 284.89 8/22/2025 BUILDINGS OPO FY25/26 260064 Eureka-Humboldt Fire Extinguisher 101-50-85-51770 $ 163.17 8/22/2025 BUILDINGS OPO FY25/26 260065 GHD Inc. 232-70-48-57601 $ 10,748.75 8/22/2025 A&M Trail Project Contract - CIP Tag 48-07 260066 Genuine Parts Company Inc 771-50-57-54400 $ 41.66 8/22/2025 open po for atuo parts 260066 Genuine Parts Company Inc 771-50-57-54400 $ 34.72 8/22/2025 open po for atuo parts 260067 Harper Ford Country 771-50-57-54400 $ 190.63 8/22/2025 open po for parts 260068 Head Thomas William 207-50-45-51770 $ 7,600.00 8/22/2025 tree work on Boyd Rd 260069 Humboldt Fasteners 771-50-57-57800 $ 19.83 8/22/2025 Parks OPO FY25/26 - small tools 260070 Kernen Construction 205-60-87-54200 $ 715.96 8/22/2025 NTO 24 Rock Expenses 260071 American Hospital Management 101-40-21-51770 $ 70.00 8/22/2025 BLOOD DRAWS/TASER REMOVAL 260072 Mad River Union 101-10-05-51300 $ 90.00 8/22/2025 Mad River Union - Legal Ads 260073 McMaster-Carr 662-60-67-55300 $ 177.73 8/22/2025 OPO Equipment Maintenance 260074 Mendes Supply Co 212-30-11-55400 $ 282.32 8/22/2025 Cleaning Supplies and Services (Foodworks) 260075 Microbac Laboratories Inc 662-60-67-51742 $ 270.00 8/22/2025 OPO WW Lab Testing and Anaylsis 260075 Microbac Laboratories Inc 662-60-67-51742 $ 316.00 8/22/2025 OPO WW Lab Testing and Anaylsis 260075 Microbac Laboratories Inc 662-60-67-51742 $ 314.00 8/22/2025 OPO WW Lab Testing and Anaylsis 260075 Microbac Laboratories Inc 662-60-67-51742 $ 158.00 8/22/2025 OPO WW Lab Testing and Anaylsis 260075 Microbac Laboratories Inc 662-60-67-51742 $ 158.00 8/22/2025 OPO WW Lab Testing and Anaylsis 260076 The Mill Yard 101-50-85-55400 $ 66.92 8/22/2025 BUILDINGS OPO FY25/26 260077 Mission Linen Ind.Inc. 212-30-11-55400 $ 94.24 8/22/2025 Mop/Rag Service (Foodworks) 260077 Mission Linen Ind.Inc. 212-30-11-55400 $ 20.84 8/22/2025 Mop/Rag Service (Foodworks) 260077 Mission Linen Ind.Inc. 662-60-67-54200 $ 11.03 8/22/2025 OPO 1st Aid Cabinet Service 260077 Mission Linen Ind.Inc. 207-50-45-51770 $ 11.03 8/22/2025 open po for first aid supply 260077 Mission Linen Ind.Inc. 662-60-67-51500 $ 125.37 8/22/2025 OPO Weekly Linens 260077 Mission Linen Ind.Inc. 212-30-11-55400 $ 94.24 8/22/2025 Mop/Rag Service (Foodworks) 260077 Mission Linen Ind.Inc. 212-30-11-55400 $ 46.78 8/22/2025 Mop/Rag Service (Foodworks) 260077 Mission Linen Ind.Inc. 207-50-45-53600 $ 543.36 8/22/2025 open po for janitorial supply 260077 Mission Linen Ind.Inc. 771-50-57-51500 $ 90.78 8/22/2025 open po for linens 260078 Municipal Maintenance Equipment Inc 662-50-65-55300 $ 440.07 8/22/2025 open po for vactor parts 260078 Municipal Maintenance Equipment Inc 662-50-65-55300 $ 1,407.33 8/22/2025 open po for vactor parts 260079 Norman's Dry Cleaners 101-40-21-51500 $ 34.25 8/22/2025 DRY CLEARNING SERVICES 260079 Norman's Dry Cleaners 101-40-21-51500 $ 141.50 8/22/2025 DRY CLEARNING SERVICES 260079 Norman's Dry Cleaners 101-40-21-51500 $ 112.25 8/22/2025 DRY CLEARNING SERVICES 260079 Norman's Dry Cleaners 101-40-21-51500 $ 122.20 8/22/2025 DRY CLEARNING SERVICES 260079 Norman's Dry Cleaners 101-40-21-51500 $ 75.50 8/22/2025 DRY CLEARNING SERVICES 260079 Norman's Dry Cleaners 101-40-21-51500 $ 40.20 8/22/2025 DRY CLEARNING SERVICES 260079 Norman's Dry Cleaners 101-40-21-51500 $ 170.75 8/22/2025 DRY CLEARNING SERVICES 260079 Norman's Dry Cleaners 101-40-21-51500 $ 31.50 8/22/2025 DRY CLEARNING SERVICES 260079 Norman's Dry Cleaners 101-40-21-51500 $ 77.75 8/22/2025 DRY CLEARNING SERVICES 260079 Norman's Dry Cleaners 101-40-21-51500 $ 122.00 8/22/2025 DRY CLEARNING SERVICES 260079 Norman's Dry Cleaners 101-40-21-51500 $ 35.50 8/22/2025 DRY CLEARNING SERVICES 260079 Norman's Dry Cleaners 101-40-21-51500 $ 148.00 8/22/2025 DRY CLEARNING SERVICES 260080 Northern CA Gloves 101-50-81-51500 $ 137.46 8/22/2025 Parks OPO FY25/26 260081 American Hospital Management 101-10-15-51702 $ 43.75 8/22/2025 Occupational Health - Physicals

Page 24 of 158 ends

260082 Pace Engineering INC 661-60-64-57300 $ 1,035.50 8/22/2025 Engineering Design and Project Management
Services for Alliance
260083 UBEO West LLC 101-60-79-53300 $ 214.41 8/22/2025 GIS Plotter Ink 260084 Sanderson Roger 661-60-64-55400 $ 7,000.00 8/22/2025 OPO Tank Painting Project 260085 Blue Star Gas Associates 207-50-45-54700 $ 38.48 8/22/2025 open po for paver propane 260085 Blue Star Gas Associates 207-50-45-54700 $ 17.70 8/22/2025 open po for paver propane 260086 Sexton Construction 211-30-13-58222 $ 26,304.48 8/22/2025 Mobilehome Inspections and Repairs for MORE
Program
260087 Shelter John 101-50-81-51770 $ 380.00 8/22/2025
Annual Contract Clean-up & Monitoring - Marsh &
Forest
260087 Shelter John 101-70-81-57613 $ 461.26 8/22/2025
Annual Contract Clean-up & Monitoring - Carlson
Park
260088 SHN Consulting Engineers & Geologists Inc 662-70-67-57601 $ 7,644.05 8/22/2025 WWTF Ph 1 Improvements - Source Water pH Control 260089 Shred Aware LLC. 101-40-21-51770 $ 128.28 8/22/2025 SHRED SERVICES 260090 Tehama Tire 771-50-57-54600 $ 225.21 8/22/2025 open po for tires 260091 Valley Pacific Petroleum Services Inc 771-50-57-54700 $ 1,351.40 8/22/2025 open po for fuel 260091 Valley Pacific Petroleum Services Inc 771-50-57-54700 $ 1,138.03 8/22/2025 open po for fuel 260091 Valley Pacific Petroleum Services Inc 771-50-57-54700 $ 468.38 8/22/2025 open po for fuel 260091 Valley Pacific Petroleum Services Inc 771-50-57-54700 $ 168.66 8/22/2025 open po for fuel 260091 Valley Pacific Petroleum Services Inc 771-50-57-54700 $ 113.80 8/22/2025 open po for fuel 260092 Wahlund Construction Inc. 101-50-61-57300 $ 15,000.00 8/22/2025 Water Leak Repair. 8 Inch PW and Meter Box 260093 Bartle Wells Associates 661-50-63-51770 $ 7,498.12 8/22/2025 WATER & WASTEWATER RATE STUDY 260093 Bartle Wells Associates 662-50-65-51770 $ 7,498.12 8/22/2025 WATER & WASTEWATER RATE STUDY 260093 Bartle Wells Associates 661-60-64-51770 $ 7,498.13 8/22/2025 WATER & WASTEWATER RATE STUDY 260093 Bartle Wells Associates 662-60-67-51770 $ 7,498.13 8/22/2025 WATER & WASTEWATER RATE STUDY 260094 Lyon Rachel 101-00-00-23070 $ 50.00 8/22/2025 DEPOSIT REFUND: PICNIC AREA RENTAL; 8/17/25 260095 Newsom Trinity 101-00-00-23070 $ 50.00 8/22/2025 DEPSIT REFUND: PICNIC AREA RENTAL; 8/3/25 260096 Redwood Empire Quilters Guild 101-00-00-23070 $ 500.00 8/22/2025 DEPOSIT REFUND: ARCATA COMMUNITY CENTER
RENTAL 7/17-7/20/25
260097 Almquist Lumber Company 101-50-41-57800 $ 1.28 8/22/2025 BUILDING & ENG CABINET FOR LAURA OFFICE 260097 Almquist Lumber Company 101-00-00-21090 $ (1.28) 8/22/2025 BUILDING & ENG CABINET FOR LAURA OFFICE 260097 Almquist Lumber Company 101-50-41-57800 $ 174.87 8/22/2025 BUILDING & ENG CABINET FOR LAURA OFFICE 260097 Almquist Lumber Company 101-00-00-21090 $ (0.12) 8/22/2025 BUILDING & ENG CABINET FOR LAURA OFFICE 260097 Almquist Lumber Company 101-50-41-57800 $ 0.12 8/22/2025 BUILDING & ENG CABINET FOR LAURA OFFICE 260097 Almquist Lumber Company 101-50-41-57800 $ 8.81 8/22/2025 BUILDING & ENG CABINET FOR LAURA OFFICE 260098 Alves Inc. 101-70-81-57613 $ 1,521.52 8/22/2025 CARLSON PARK - RIVER ACCESS TRAIL 260099 Andrade Jonathan 101-30-31-51400 $ 240.00 8/22/2025

RESIDENTIAL BUILDING INSPECTOR TEST
REIMBURSEM'T; PASSED 8/13/25
260100 Drake Elinor 101-00-00-46302 $ 13.00 8/22/2025

PRO-RATED REFUND DUE TO CITY CANCELLATION

OF GYMNASTICS CLASS
260101 City Of Eureka 101-40-21-51400 $ 66.00 8/22/2025 CIT TRAINING 260102 Hemmingsen Brian 207-50-45-51500 $ 15.00 8/22/2025 $15 MEAL ALLOWANCE. 12-HR SHIFT WORKED
8/12/25
260103 Humboldt County Clerk Recorder 232-70-48-57601 $ 4.00 8/22/2025 ANNIE & MARY TRAIL DOCUMENT COPY 260104 Infinite Consulting Services Inc. 775-10-71-51770 $ 10,000.00 8/22/2025

IT CONSULTING SERVICES IT GOVERNANCE &

CYBER SECURITY ASSESSM'T
260105 Johnson Shalee 101-00-00-23070 $ 50.00 8/22/2025 DEPOSIT REFUND: PICNIC AREA RENTAL; 8/16/25 260106 Kernen Construction 101-00-00-21090 $ (27.16) 8/22/2025 CARLSON PARK - RIVER ACCESS TRAIL ROCK 260106 Kernen Construction 101-70-81-57613 $ 27.16 8/22/2025 CARLSON PARK - RIVER ACCESS TRAIL ROCK 260106 Kernen Construction 101-70-81-57613 $ 1,968.59 8/22/2025 CARLSON PARK - RIVER ACCESS TRAIL ROCK 260107 Lackey Robert 207-50-45-51500 $ 15.00 8/22/2025
$15 MEAL ALLOWANCE FOR 12-HR SHIFT WORKED
8/12/25
260108 Lenovo Inc (United States) 775-10-71-57800 $ 2,159.88 8/22/2025 IT 25/26 SYSTEM UPGRADES & MONITORS 260109 Lorenzen Brian 207-50-45-51500 $ 15.00 8/22/2025 $15 MEAL ALLOWANCE FOR 12-HR SHIFT WORKED
8/12/25
260110 Marbain Cruz Anabelle 101-00-00-46302 $ 13.00 8/22/2025

PRO-RATED REFUND DUE TO CITY CANCELLATION

OF GYMNASTICS CLASS
260111 The Mill Yard 666-60-51-57300 $ 50.65 8/22/2025
1415 OLD ARCATA RD WINDOW REPLACEMENT -

REPAIRS TO RENTAL
260111 The Mill Yard 771-50-57-57800 $ 67.24 8/22/2025 TOOL FOR TRUCK #743 260112 Mullins Pamela 101-00-00-23070 $ 300.00 8/22/2025

REFUND OF DEPOSIT AND FEES DUE TO

CANCELLATION
260112 Mullins Pamela 101-00-00-44210 $ 322.00 8/22/2025

REFUND OF DEPOSIT AND FEES DUE TO

CANCELLATION
260113 Nakashima Sandra 101-60-89-51710 $ 513.00 8/22/2025 SUMMER CHOCLATE MAKING FUN 151260-W X (8/4
8/18)
260114 Pacific Gas & Electric Co 101-50-41-51100 $ 10,749.30 8/22/2025 ACCT: 2887200165-7; AUG25 260114 Pacific Gas & Electric Co 666-60-51-51100 $ 26.28 8/22/2025 ACCT: 2887200165-7; AUG25 260114 Pacific Gas & Electric Co 661-60-64-51100 $ 9,793.37 8/22/2025 ACCT: 2887200165-7; AUG25

Page 25 of 158 ends

260114 Pacific Gas & Electric Co 101-50-81-51100 $ 4,660.43 8/22/2025 ACCT: 2887200165-7; AUG25 260114 Pacific Gas & Electric Co 662-60-67-51100 $ 65,762.03 8/22/2025 ACCT: 2887200165-7; AUG25 260114 Pacific Gas & Electric Co 775-10-71-51100 $ 24.52 8/22/2025 ACCT: 2887200165-7; AUG25 260114 Pacific Gas & Electric Co 101-50-85-51100 $ 14,548.95 8/22/2025 ACCT: 2887200165-7; AUG25 260115 Pacific Outfitters Adventures Inc. 101-40-21-51500 $ 1,439.38 8/22/2025 VEST CARRIER & PANELS 260116 REMIF 101-00-00-22206 $ 555.10 8/22/2025 EAP INSURANCE PREMIUMS; SEP25 260117 Reuser Inc. 101-00-00-21090 $ (125.67) 8/22/2025 PLAYGROUND WOOD CHIPS 260117 Reuser Inc. 101-50-81-55400 $ 125.67 8/22/2025 PLAYGROUND WOOD CHIPS 260117 Reuser Inc. 101-50-81-55400 $ 5,416.60 8/22/2025 PLAYGROUND WOOD CHIPS 260118 Optimum 775-10-71-51210 $ 381.23 8/22/2025 COMMUNITY CENTER; AUG25 260119 Tambling Carly 662-60-67-54200 $ 104.50 8/22/2025 AWTF WORKSHOP CUTLERY RENTAL 260120 Taylor Courtney 101-00-00-46365 $ 6.76 8/22/2025

PRO-RATED REFUND DUE TO CITY CANCELLATION

OF GYMNASTICS CLASS
260120 Taylor Courtney 101-00-00-46302 $ 18.25 8/22/2025

PRO-RATED REFUND DUE TO CITY CANCELLATION

OF GYMNASTICS CLASS
260121 WN Tetrault & Co Inc 771-50-57-51770 $ 162.00 8/22/2025 PATROL VEHICLE WASH 260122 Breitbard Anya 661-00-00-21000 $ 90.75 8/22/2025 Refund Check 035188-000 1039 9th St Apt 4 260123 Avendano Xennia 661-00-00-21000 $ 55.23 8/22/2025 Refund Check 035761-000 651 Hidden Creek Rd
Apt D
260124 Riordan Mia 661-00-00-21000 $ 44.47 8/22/2025 Refund Check 035670-000 1210 Foster Ave Apt D 260125 Cyr Emmanuel 661-00-00-21000 $ 4.37 8/22/2025 Refund Check 035192-000 2333 Westwood Ct Apt C 260126 US Bank Equipment Finance 101-40-21-53300 $ 234.70 8/22/2025 COPIER FINANCE; SEP25 260127 Waters Orion 101-50-81-51500 $ 330.73 8/22/2025

KEEN TARGHEE WORK BOOTS BOGGS RAIN BOOTS

FOR WORK
260128 Yarbrough Ted 207-50-45-51500 $ 15.00 8/22/2025
$15 MEAL ALLOWANCE FOR 12-HR SHIFT WORKED
ON 8/12/25
260129 Andy Chan & Alan Chan as Trustees John Susie Chan 234-30-13-58252 $ 755.44 8/22/2025 260130 Arcata 7th Street LP 234-30-13-58252 $ 1,094.20 8/22/2025 260131 Arcata House Partnership 234-30-13-58252 $ 869.10 8/22/2025 260131 Arcata House Partnership 234-30-13-58252 $ 545.68 8/22/2025 260132 Arcata Humboldt Associate 234-30-13-58252 $ 741.60 8/22/2025 260133 Arcata Plaza Point LP 234-30-13-58252 $ 390.00 8/22/2025 260134 Arcata Humboldt Associates II 234-30-13-58252 $ 949.98 8/22/2025 260135 Arcata Valley West BLVD LP 234-30-13-58252 $ 450.75 8/22/2025 260135 Arcata Valley West BLVD LP 234-30-13-58252 $ 460.40 8/22/2025 260135 Arcata Valley West BLVD LP 234-30-13-58252 $ 889.00 8/22/2025 260135 Arcata Valley West BLVD LP 234-30-13-58252 $ 889.00 8/22/2025 260135 Arcata Valley West BLVD LP 234-30-13-58252 $ 889.00 8/22/2025 260135 Arcata Valley West BLVD LP 234-30-13-58252 $ 505.46 8/22/2025 260135 Arcata Valley West BLVD LP 234-30-13-58252 $ 834.20 8/22/2025 260135 Arcata Valley West BLVD LP 234-30-13-58252 $ 374.60 8/22/2025 260135 Arcata Valley West BLVD LP 234-30-13-58252 $ 889.00 8/22/2025 260135 Arcata Valley West BLVD LP 234-30-13-58252 $ 523.14 8/22/2025 260135 Arcata Valley West BLVD LP 234-30-13-58252 $ 889.00 8/22/2025 260135 Arcata Valley West BLVD LP 234-30-13-58252 $ 889.00 8/22/2025 260135 Arcata Valley West BLVD LP 234-30-13-58252 $ 889.00 8/22/2025 260136 234-30-13-58252 $ 51.99 8/22/2025
260137 234-30-13-58252 $ 48.48 8/22/2025
260138 Burtchett Mark 234-30-13-58252 $ 551.18 8/22/2025 260139 Durham Charlan 234-30-13-58252 $ 160.84 8/22/2025 260140 Franchise Tax Board 101-00-00-22101 $ 198.18 8/22/2025 260141 Gwynn Jocelyn 234-30-13-58252 $ 850.00 8/22/2025 260142 234-30-13-58252 $ 8.40 8/22/2025
260143 Lowenstein III Solomon 101-00-00-22100 $ (198.18) 8/22/2025 260143 Lowenstein III Solomon 234-30-13-58252 $ 792.71 8/22/2025 260144 234-30-13-58252 $ 13.83 8/22/2025
260145 234-30-13-58252 $ 87.01 8/22/2025
260146 Obeji Louise 234-30-13-58252 $ 811.58 8/22/2025
260147 234-30-13-58252 $ 14.89 8/22/2025
260148 Rural Community Housing Development Corporation 234-30-13-58252 $ 253.71 8/22/2025 260148 Rural Community Housing Development Corporation 234-30-13-58252 $ 468.35 8/22/2025 260149 Sandpiper Park 234-30-13-58252 $ 322.39 8/22/2025 260150 234-30-13-58252 $ 924.00 8/22/2025
260151 234-30-13-58252 $ 23.92 8/22/2025
260152 Stillman Alexandra 234-30-13-58252 $ 782.10 8/22/2025 260153 Strombeck Properties 234-30-13-58252 $ 828.58 8/22/2025 260154 Strombeck Properties 234-30-13-58252 $ 1,399.00 8/22/2025 260155 Sun Communities Inc 234-30-13-58252 $ 557.37 8/22/2025 260155 Sun Communities Inc 234-30-13-58252 $ 366.27 8/22/2025 260155 Sun Communities Inc 234-30-13-58252 $ 399.83 8/22/2025

Page 26 of 158 ends

260155 Sun Communities Inc 234-30-13-58252 $ 583.44 8/22/2025 260155 Sun Communities Inc 234-30-13-58252 $ 272.20 8/22/2025 260155 Sun Communities Inc 234-30-13-58252 $ 570.05 8/22/2025 260155 Sun Communities Inc 234-30-13-58252 $ 587.61 8/22/2025 260155 Sun Communities Inc 234-30-13-58252 $ 366.13 8/22/2025 260155 Sun Communities Inc 234-30-13-58252 $ 241.31 8/22/2025 260155 Sun Communities Inc 234-30-13-58252 $ 484.72 8/22/2025 260155 Sun Communities Inc 234-30-13-58252 $ 471.37 8/22/2025 260155 Sun Communities Inc 234-30-13-58252 $ 439.01 8/22/2025 260155 Sun Communities Inc 234-30-13-58252 $ 558.29 8/22/2025 260155 Sun Communities Inc 234-30-13-58252 $ 376.24 8/22/2025 260155 Sun Communities Inc 234-30-13-58252 $ 186.97 8/22/2025 260155 Sun Communities Inc 234-30-13-58252 $ 534.17 8/22/2025 260155 Sun Communities Inc 234-30-13-58252 $ 213.83 8/22/2025 260155 Sun Communities Inc 234-30-13-58252 $ 505.74 8/22/2025 260155 Sun Communities Inc 234-30-13-58252 $ 524.74 8/22/2025 260155 Sun Communities Inc 234-30-13-58252 $ 593.60 8/22/2025 260155 Sun Communities Inc 234-30-13-58252 $ 534.17 8/22/2025 260155 Sun Communities Inc 234-30-13-58252 $ 526.78 8/22/2025 260155 Sun Communities Inc 234-30-13-58252 $ 393.97 8/22/2025 260155 Sun Communities Inc 234-30-13-58252 $ 291.30 8/22/2025 260155 Sun Communities Inc 234-30-13-58252 $ 539.18 8/22/2025 260155 Sun Communities Inc 234-30-13-58252 $ 304.38 8/22/2025 260155 Sun Communities Inc 234-30-13-58252 $ 630.60 8/22/2025 260156 QSW LLC 234-30-13-58252 $ 435.92 8/22/2025
260157 Wickham-Doane Dulce 234-30-13-58252 $ 803.06 8/22/2025 260158 Williamson Shaelene 234-30-13-58252 $ 206.44 8/22/2025 260159 Yurok Indian Housing Authority 234-30-13-58252 $ 191.64 8/22/2025 260159 Yurok Indian Housing Authority 234-30-13-58252 $ 166.40 8/22/2025 260160 Ziegler Amy 234-30-13-58252 $ 695.56 8/22/2025
312081 Payroll Misc $ 1,625.49 8/22/2025
312082 Payroll Misc $ 270.47 8/22/2025
312083 Payroll Misc $ 577.51 8/22/2025
312084 Payroll Misc $ 1,256.46 8/22/2025
312085 Payroll Misc $ 1,935.85 8/22/2025
312086 Payroll Misc $ 1,080.06 8/22/2025
312087 Payroll Misc $ 746.65 8/22/2025
312088 Payroll Misc $ 1,595.25 8/22/2025
312089 Payroll Misc $ 1,359.92 8/22/2025
312090 Payroll Misc $ 1,333.34 8/22/2025
312091 Payroll Misc $ 1,272.83 8/22/2025
312092 Payroll Misc $ 442.14 8/22/2025
312093 Payroll Misc $ 997.50 8/22/2025
312094 Payroll Misc $ 310.89 8/22/2025
312095 Payroll Misc $ 156.47 8/22/2025
312096 Payroll Misc $ 1,205.98 8/22/2025
ACH PERS Misc $ 79,407.56 8/22/2025
ACH Payroll Deductions ACH Misc $ 148,957.00 8/22/2025
ACH CA State Disbursement Unit 101-00-00-22109 $ 92.30 8/22/2025 PR Batch 00016.08.2025 California Child Support
Order
ACH Operating Engineers No 3 101-00-00-22113 $ 1,020.36 8/22/2025 PR Batch 00016.08.2025 Union Dues ACH Payroll Misc $ 301,277.79 8/22/2025
ACH HSA Misc $ 815.61 8/22/2025
Total $ 1,325,165.82

Page 27 of 158 ends

STAFF REPORT – CITY COUNCIL MEETING
TO: Honorable Mayor and City Council Members
FROM: Merritt Perry, City Manager
PREPARER: Danielle Allred, Contracts and Special Projects Manager DATE: August 22, 2025
TITLE: Adopt Ordinance No. 1582, An Ordinance of the City Council of the City of Arcata Amending the Arcata Municipal Code Relating to Dogs at Large, Service Animals, Dog Licenses, and Dog Impoundment, Title V–Sanitation & Health, and Title X–Public Property.

RECOMMENDATION:

It is recommended that the Council adopt Ordinance No. 1582, An Ordinance of the City Council of the City of Arcata Amending the Arcata Municipal Code Relating to Dogs at Large, Service Animals, Dog Licenses, and Dog Impoundment, Title V––Sanitation & Health, and Title X––Public Property.

INTRODUCTION:

The Council received a presentation on Ordinance No. 1582 when it was introduced on August 20, 2025. The introduction was made after amending the ordinance to replace all instances of “assistance dog” with “service dog” in Article 2, Chapter 2, Title V of the Arcata Municipal Code. This action will adopt the ordinance as amended and introduced.

BACKGROUND:

The purpose of this ordinance is to revise outdated sections of the Arcata Municipal Code that require updates to remain consistent with state and federal laws. The updates primarily pertain to dog leash requirements, dogs in the downtown areas, and dog licensing fees, in ways that recognize and accommodate service animals and their handlers.

DISCUSSION:

The substantive updates to the City’s Municipal Code implemented by Ordinance No. 1582 are summarized as follows:

1. Ratify exemptions for service animals to be permitted in areas where other dogs are not typically allowed,

2. Sanction leash law exemptions for service animals and their handlers, when the handler of a service animal has a disability that prevents them using a leash or similar device, or when the use of such a device would interfere with the service animal’s safe, effective performance of its trained tasks.

Page 28 of 158 ends

3. Formalize exemptions from dog licensing fees – but not the licensing requirement itself – for service animals.

4. Sanction leash law exceptions for dogs assisting peace officers, and for dogs in designated dog parks.

5. Bring code sections pertaining to hold times for impounded dogs in line with the California Food & Agriculture Code, as well as the practices of the Humboldt County Animal Shelter, operated by the County Sheriff Department with whom the City contracts for animal shelter services.

POLICY IMPLICATIONS:

If adopted, the ordinance would help bring outdated sections of the Arcata Municipal Code into compliance with state and federal laws.

BUDGET/FISCAL IMPACT:

No budgetary impact. There is already an existing practice that exempts service animals from dog licensing fees.

RECOMMENDED COUNCIL ACTION:

Motion to Adopt Ordinance No. 1582, An Ordinance of the City Council of the City of Arcata Amending the Arcata Municipal Code Relating to Dogs at Large, Service Animals, Dog Licenses, and Dog Impoundment, Title V––Sanitation & Health, and Title X––Public Property. Consent Calendar vote.

ATTACHMENTS:

A. Ordinance No. 1582

Page 29 of 158 ends

Page 1 of 12 ends

ORDINANCE NO. 1582

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF ARCATA AMENDING

THE ARCATA MUNICIPAL CODE RELATING TO DOGS AT LARGE, SERVICE ANIMALS, DOG LICENSES, AND DOG IMPOUNDMENT, TITLE V––SANITATION & HEALTH, AND TITLE X––PUBLIC PROPERTY
The City Council of the City of Arcata does ordain as follows:

SECTION 1. Article 1––Dogs––Generally, of Chapter 2––Animals, of Title V–– Sanitation & Health, is hereby amended as shown by the following strikethrough for deleted text and bold double underscore for new text (unchanged text is omitted and is shown by “* * *”):

ARTICLE 1—DOGS—GENERALLY
SEC. 5201. Definitions. Whenever in this Article the following terms are used, they shall be deemed and construed to have the meaning ascribed to them in this section, unless it is apparent from the context thereof that a different meaning is intended.

Animal Control Officer. The person charged by this Article with the administration and enforcement of the provisions hereof, and whose employment is provided for herein or otherwise by the City together with such deputies as may be allowed to the Animal Control Officer by the City Council. If this position is unfilled, the Animal Control officer shall be an assigned police officer.

Enclosure. “Enclosure” means a fence or structure suitable to prevent the entry of young children, and which is suitable to confine a vicious dog in conjunction with other measures that may be taken by the owner or keeper, such as tethering the dog within the enclosure. The enclosure shall be securely locked and have secure sides, top, and bottom sufficient to prevent the animal from escaping.

Hearing Entity/Officer. For the purpose of this Article the Hearing Entity or Officer shall be the City Manager’s appointee.

Impounded. Having been received into the custody of any Animal Control Officer.

Owner/Keeper. Any person keeping or harboring or having custody or control over any dog for fifteen consecutive days shall be deemed to be the owner of such dog within the meaning of this Article, except for a person temporarily fostering a dog up for adoption and except for any veterinarian duly licensed and practicing as such, and having in his possession or control any dog for the purpose of treatment.

Owner or Keeper’s Property. For purposes of defining Potentially Dangerous, Vicious and Public Nuisance Dogs, the Owner or Keeper’s property includes that property over which the owner or keeper has the exclusive possession and use.

Peace Officer. A person meeting the requirements of Penal Code section 830.

Page 30 of 158 ends

Page 2 of 12 ends

Potentially Dangerous Dog. “Potentially Dangerous Dog” means any of the following:
(a) Any dog which, when unprovoked, on two separate occasions within the prior 36-month period, engages in any behavior that requires a defensive action by any person to prevent bodily injury when the person and the dog are off the property of the Owner or Keeper of the dog.
(b) Any dog, which, when unprovoked, bites a person causing a less Severe injury than as defined in this Section 5201.
(c) Any dog which, when unprovoked, on two separate occasions within the prior thirty-six (36) month period, has killed, seriously bitten, inflicted injury or otherwise caused injury attacking a domestic animal off of the property of the Owner or Keeper of the dog.

Public Nuisance Dog. “Public Nuisance Dog” means any dog that gives offense to human senses or substantially interferes with the rights of persons, other than its owner or keeper, to the enjoyment of life or property. The term shall include, but not be limited to, any dog which:
(a) On three (3) separate occasions within a thirty-six (36) month period has been cited, or Impounded for being off its Owner or Keeper’s Property in violation of any state or local law prohibiting the running at large of dogs. (b) Causes damage to the property of anyone other than its Owner or Keeper. (c) Harasses or intimidates persons on public property or private property other than owned or under the control of its Owner or Keeper. (d) Repeatedly chases vehicles that are not on its Owner or Keeper’s Property. (e) Makes disturbing noises such as barking, howling, whining, or other utterances to the annoyance, disturbance, or discomfort of neighbors or others in the vicinity of the property where the dog is maintained.
(f) Has been allowed by its Owner or Keeper to produce odors that annoy, disturb or cause discomfort to persons in the vicinity of the property where the dog is maintained.
(g) Is one of a number of dogs or other animals maintained on the property owned or controlled by its Owner or Keeper so as to be offensive to persons or dangerous to the public health, safety or welfare.
(h) Has, when unprovoked, bitten any person who is lawfully on the Owner or Keeper’s Property causing minor injury.

Page 31 of 158 ends

Page 3 of 12 ends

Service Animal. Any dog that is individually trained to do work or perform tasks for the benefit of an individual with a disability. The work or task a service animal has been trained to provide must be directly related to the individual’s disability. Emotional support or comfort animals are not service animals under the Americans with Disabilities Act (ADA) or this Article.

Severe Injury. “Severe injury” means any physical injury to a human being that results in muscle tears, or disfiguring lacerations or requires multiple sutures or corrective cosmetic surgery.Unlicensed Dog. Any dog for which the license for the current year as provided in this Article has not been obtained, or any dog to which the tag provided for in this Article is not attached.

Vicious Dog.
“Vicious dog” means any of the following:
(a) Any dog owned or harbored for the purpose of dog fighting; or (b) Any dog seized under Section 599aa of the Penal Code and upon sustaining of a conviction of the Owner or Keeper under subdivision (a) of Section 597.5 of the Penal Code.
(c) Any dog which, when unprovoked, in an aggressive manner inflicts Severe Injury or kills a human being.
(d) Any dog previously determined and currently listed as a Potentially Dangerous Dog, which, after its Owner or Keeper has been notified of this determination, continues the behavior defined as Potentially Dangerous or is maintained in violation of this Article.
* * *
SEC. 5207. Dogs not to run at large.

Whether or not a dog is licensed under this Article, it shall be unlawful for any owner of, or person in charge of or in control of, any dog, to suffer or permit a dog to be in the City unless such dog be securely enclosed in a pen, a fenced yard or other enclosure, or securely tethered, or on a leash.

This section shall not apply to any official City of Arcata Police Dog while on patrol dogs assisting Peace Officers engaged in law enforcement duties. This section shall not apply to areas within the city specifically set aside and posted for the exercise of animals. This section shall not apply to service animals when the handler of the service animal has a disability that prevents them using a harness, leash or tether, or these devices interfere with the service animal’s safe,

Page 32 of 158 ends

Page 4 of 12 ends

effective performance of tasks; the service animal must be otherwise under the handler’s control such as by voice control, signals, or other effective means. * * *
SEC. 5210. Dogs not permitted in Downtown Areas.

A. It shall be unlawful for the owner or person in charge of or in control of a dog to permit such dog, either leashed or unleashed, to enter, or be in or upon the Downtown Business District. The Downtown Business District is defined as that area bordered by 7th Street to the South, 11th Street to the north, J Street to the west, and Highway 101 to the east. The bordering streets and their adjacent sidewalks are considered to be within the restricted area. This prohibition shall not apply to: persons with seeing-eye dogs, police service dogs

1. service animals, including service animals not on a harness, leash, or tether when the handler of the service animal has a disability that prevents them using these devices, or these devices interfere with the service animal’s safe, effective performance of tasks;

2. dogs assisting Peace Officers engaged in law enforcement duties; or

3. dogs on leashes who are passing through, directly en route to another destination, those portions of the Downtown Business District that lie outside the Plaza area delineated by the centerlines of 8th and 9th Streets and G and H Streets.

B. It shall be unlawful for the owner, or person in charge of, or in control of a dog to permit such dog, either leashed or unleashed, to enter, or be in or upon that area north of the Downtown Business District described as follows: Beginning at 11th Street, extending northward, from the westerly sides of H Street and Highway 101, to Sunset Avenue, inclusive of sidewalks, and additionally, including the 18th Street bridge and pathways crossing Highway 101 from G Street to L. K. Wood Boulevard. This prohibition shall not apply to: persons with seeing-eye dogs, police service dogs

2. dogs assisting Peace Officers engaged in law enforcement duties; or

3. dogs on leashes who are passing through the area defined herein directly en route to another destination.

Page 33 of 158 ends

Page 5 of 12 ends

SEC. 5211. Disposal of Dog Waste.

A. Any person owning, possessing, harboring or having the care, charge, control or custody of any dog shall immediately remove and thereafter dispose of any fecal matter deposited by said dog on public property or private property of another. For the purpose of this section, dog fecal matter shall be immediately removed by placing said matter in a closed or sealed container and thereafter disposing of it by depositing said matter in a trash receptacle, sanitary disposal unit or other closed or sealed container. The matter shall not be disposed of in a private trash container without the permission of the container's owner.

B. This section shall not apply to blind persons accompanied by a dog service animal used for their assistance.

C. Violation of this section shall be an infraction.

SECTION 2. Article 2––Licenses, of Chapter 2––Animals, of Title V––Sanitation & Health, is hereby amended as shown by the following strikethrough for deleted text and bold double underscore for new text (unchanged text is omitted and is shown by “* * *”):

ARTICLE 2—LICENSES
* * *
SEC. 5221. License required.

A. It shall be unlawful for any person to own, keep or harbor any dog over six (6) months of age within the City for a period of time more than 15 days, unless they first procure a license therefor.

SEC. 5222. TaxLicense fee amount. A. The owner of every dog within the incorporated area of the City shall pay annually a license tax fee thereon at such rate as may be established by resolution of the City Council, except that any such license fee amount shall be reduced as specified in said resolution for a dog if a certificate is presented from a licensed veterinarian that the dog has been spayed or neutered.

B. Exemptions from the license fee include the following:

1. Service animals, while so owned and used. Service animals are not exempt from the license requirement, or from obtaining any required vaccination or identification tag or device.
(a) Whenever a person applies for a service dog identification tag, the person must sign an affidavit stating as follows:

Page 34 of 158 ends

Page 6 of 12 ends

By affixing my signature to this affidavit, I hereby declare I fully understand that Section 365.7 of the Penal Code prohibits any person to knowingly and fraudulently represent themselves, through verbal or written notice, to be the Owner or trainer of any canine licensed as, to be qualified as, or identified as, a guide dog, signal dog or service dog, as defined in subdivisions (d), (e), and (f) respectively, of Section 365.5 of the Penal Code and paragraph (6) of subdivision (b) of Section 54.1 of the Civil Code, and that a violation of Section 365.7 of the Penal Code is a misdemeanor, punishable by imprisonment in a county jail not exceeding six months, by a fine not exceeding one thousand dollars ($1,000) or by both that imprisonment and fine.
(b) Upon the death or retirement of a service dog, the owner or person in possession of the service dog identification tag must immediately return the identification tag to the department that issued the tag.

2. A license fee will not be levied for any dog license issued to a licensed service-animal training organization or dog owner when such dog is currently enrolled in a service-animal training program with a licensed training organization.

3. Dogs that are certified in writing by a licensed veterinarian as not being suitable subjects for sterilizing due to health or age reasons will be assessed the reduced altered license fee for as long as the licensed veterinarian deems the dog not suitable for sterilization. If the dog, at a later date, is determined by the veterinarian to be suitable for sterilization but the dog remains unsterilized, then the license fee will increase to the current standard license fee amount.

4. A license fee will not be collected or received for any dog license issued for a dog used in active duty status with a governmental law enforcement agency.

Nothing in this section may be construed to limit the access of any person in violation of the Americans with Disabilities Act of 1990.

SEC. 5223. Payment. Each license taxfee imposed by this Article shall be paid annually after the dog is first licensed within the City, and shall be paid to the City ClerkFinance Department and shall be due and payable in advance on the day and month of the then current rabies vaccination date of each year. A grace period of thirty (30) days shall be allowed in the payment of this taxfee.

SEC. 5224. Penalties for failure to pay taxfee when due.

For failure to pay a license taxfee when due, the City ClerkFinance Department shall add on a One Hundred Percent one hundred percent (100%) penalty in addition to the regular license taxfee amount, beginning on the thirty-first (31st) day after the day and month of the then current rabies vaccination date of each year, or on the thirty-first (31st) day after the dog is brought into the City.

Page 35 of 158 ends

Page 7 of 12 ends

SEC. 5225. Same—Duty to collect.

It shall be the duty of the City ClerkFinance Department to collect the license taxesfees provided for in this Article.

SEC. 5226. Same—Refunds.

No license taxfee paid by virtue of the provisions of this Article shall be returned or refunded without the approval of the City ClerkFinance Director.

SEC. 5227. Issuance.

It shall be the duty of the City ClerkFinance Department to issue the licenses provided for in this Article.
* * *
SEC. 5231. Same—Duplicates.

A duplicate of a lost dog license tag may be procured upon exhibition of the original license document and payment of twenty- five cents therefor such rate as may be established by resolution of the City Council.
* * *
SEC. 5236. Records.

It shall be the duty of the City ClerkFinance Department to keep a record of each license issued pursuant to this Article.

SECTION 3. Article 3––Impoundment, of Chapter 2––Animals, of Title V––Sanitation & Health, is hereby amended as shown by the following strikethrough for deleted text and bold double underscore for new text (unchanged text is omitted and is shown by “* * *”):

ARTICLE 3—IMPOUNDMENT
* * *
SEC. 5255. Right to redeem—Licensed dog.

Any licensed impounded dog may be redeemed by the owner thereof within three (3) four (4) business days after it is impounded.

SEC. 5256. Same—Unlicensed dog.

Any unlicensed impounded dog may be redeemed within three (3) four (4) business days

Page 36 of 158 ends

Page 8 of 12 ends

after it is impounded.
* * *
SEC. 5258. Destruction of impounded dogs.

The Animal Control Officer may, by humane methods, summarily destroy:
(1) Any impounded dog that is suffering from an incurable, dangerous or contagious disease;
(2) Any impounded unlicensed vicious dog;
(3) Any impounded licensed dog that is not redeemed within three (3) four (4) business days from the date of the notice given under Section 5253 of this Code, not including the day of impoundment. The dog shall, before the euthanasia of that animal, be released to a nonprofit, as defined in Section 501(c)(3) of the Internal Revenue Code, animal rescue, or adoption organization if requested by the organization before the scheduled euthanasia of that animal; (4) Any impounded unlicensed dog that is not redeemed within three (3) four (4) business days after notice has been given under Section 5254 of this Code, not including the day of impoundment. The dog shall, before the euthanasia of that animal, be released to a nonprofit, as defined in Section 501(c)(3) of the Internal Revenue Code, animal rescue, or adoption organization if requested by the organization before the scheduled euthanasia of that animal.

SEC. 5259. Sale of impounded dogs—Authority—Licensed dogs.

If any licensed impounded dog is not redeemed within three (3) four (4) business days from the date of the notice given under Section 5253 of this Code the Animal Control Officer may sell such dog.

SEC. 5260. Same—Unlicensed dogs.

If any impounded unlicensed dog is not redeemed within three four (4) business days after notice has been given under Section 5254 of this Code, the Animal Control Officer may sell such dog.
* * *
SECTION 4. Article 6––Other Animals, of Chapter 2––Animals, of Title V––Sanitation & Health, is hereby amended as shown by the following strikethrough for deleted text and bold double underscore for new text (unchanged text is omitted and is shown by “* * *”):

ARTICLE 6—OTHER ANIMALS
* * *

Page 37 of 158 ends

Page 9 of 12 ends

SEC. 5311. Livestock not to run at large.

The running at large of any horse, mule, donkey, cow, hog, sheep, goat or cattle of any kind, in or upon any street, avenue, alley or any public place, or upon the property of another where the same have no right to be, is hereby declared to be a nuisance, and it shall be unlawful for the owner or person in charge of any such animal to suffer or permit the same to so run at large. This section shall not apply to miniature horses under the Americans with Disabilities Act. * * *
SECTION 5. Section 10008––Animals prohibited, of Chapter 1––Parks and Grounds, of Title X––Public Property, is hereby amended as shown by the following strikethrough for deleted text and bold double underscore for new text (unchanged text is omitted and is shown by “* * *”):
* * *
SEC. 10008. Animals prohibited.

Unless otherwise prohibited permitted by resolution of the City Council, it shall be unlawful for any person to ride, lead, or let loose any cattle, horse, mule, goat, sheep, swine or fowl or animal of any kind in any public park. However, it shall not be unlawful to maintain lead dogs that are maintained on a leash not in excess of six (6) feet.

This section shall not apply to areas within the city specifically set aside and posted for the exercise of animals. This section shall not apply to dogs assisting Peace Officers engaged in law enforcement duties. This section shall not apply to service animals when the handler of the service animal has a disability that prevents them using a harness, leash or tether, or these devices interfere with the service animal’s safe, effective performance of tasks. This section shall not apply to miniature horses under the Americans with Disabilities Act. * * *
SECTION 6. Section 10615––Leash Laws, of Chapter 3––Regulations for Use of the Arcata Marsh and Wildlife Sanctuary, of Title X––Public Property, is hereby amended as shown by the following strikethrough for deleted text and bold double underscore for new text (unchanged text is omitted and is shown by “* * *”):
* * *
SEC. 10615. Leash law.

Page 38 of 158 ends

Page 10 of 12 ends

effective performance of tasks. This section shall not apply to any dogs assisting Peace Officers engaged in law enforcement duties.
* * *
SECTION 7. Section 10715––Leash Laws, of Chapter 4––Regulations for Use of the Aldergrove Marsh, of Title X––Public Property, is hereby amended as shown by the following strikethrough for deleted text and bold double underscore for new text (unchanged text is omitted and is shown by “* * *”):
* * *
SEC. 10715. Leash law.

The Arcata leash law for animals will be strictly enforced at the site. This section shall not apply to service animals when the handler of the service animal has a disability that prevents them using a harness, leash or tether, or these devices interfere with the service animal’s safe, effective performance of tasks. This section shall not apply to any dogs assisting Peace Officers engaged in law enforcement duties.
* * *
SECTION 8: Severability. If any section, subsection, sentence, clause or phrase of this Ordinance is for any reason held to be invalid or unconstitutional, the decision shall not affect the validity of the remaining portions of the Ordinance. The City Council hereby declares that it would have passed this Ordinance, and each section, subsection, sentence, clause and phrase thereof, irrespective of the fact that any one or more sections, subsections, sentences, clauses or phrases be declared invalid under law.

SECTION 9: Limitation of Actions. Any action to challenge the validity or legality of any provision of this ordinance on any grounds shall be brought by court action commenced within thirty (30) days of the date of adoption of this ordinance.

SECTION 10: CEQA. The proposed regulatory amendments clarify existing policy consistent with State law. The amendments provide clarity related to which types of animals are allowed in public places with an emphasis on service animals. The regulatory change does not directly or indirectly cause a physical change to the environment. As such, the amendments are not a “project” as defined by CEQA. Therefore, this action is not subject to CEQA.

SECTION 11: Effective Date. This ordinance shall become effective thirty (30) days from and after its final passage, provided it is published pursuant to Government Code section 36933 in a newspaper of general circulation within fifteen (15) days after its adoption.

DATE: , 2025

Page 39 of 158 ends

Page 11 of 12 ends

ATTEST: APPROVED: _______________________________ City Clerk, City of Arcata Mayor, City of Arcata

Page 40 of 158 ends

Page 12 of 12 ends

CLERK’S CERTIFICATE
I hereby certify that the foregoing is a true and correct copy of Ordinance No. 1582, passed and adopted at a regular meeting of the City Council of the City of Arcata, Humboldt County, California, held on the __ day of ____, 2025, by the following vote:

AYES:

NOES:

ABSENT:

ABSTENTIONS:

City Clerk, City of Arcata

Page 41 of 158 ends

STAFF REPORT – CITY COUNCIL MEETING
TO: Honorable Mayor and City Council Members
FROM: Emily Sinkhorn, Director of Environmental Services PREPARER: Emily Sinkhorn, Director of Environmental Services DATE: September 3, 2025
TITLE: Approve the Project Plans and Award a Construction Contract for the Arcata Annie & Mary Trail Connectivity Project to Granite Construction Company in the Amount of $7,111,503; and Approve Necessary and Associated Related Actions.

RECOMMENDATION:

It is recommended that the Council:
1) Approve the project plans and award a construction contract for the Arcata Annie & Mary Trail Connectivity Project to Granite Construction Company in the amount of $7,111,503; 2) Authorize the City Manager or designee to increase the contract amount by up to $497,805.21 (7 percent, for a total of $7,609,308.21); and
3) Authorize the City Manager to execute and negotiate all applicable Contract related documents.

INTRODUCTION:

The City continues to advance the Arcata Annie & Mary Trail Connectivity Project to provide a safe walking and biking route from the existing northern terminus of the Humboldt Bay Trail at the Arcata Skate Park to the Valley West neighborhood, the Aldergrove business park, and the Mad River at the Humboldt Bay Municipal Water District’s Park 1.

The City completed final designs and specifications in summer 2025 and released a construction bid for the Project on July 23, 2025, with bids due August 21, 2025. The Arcata Annie & Mary Trail Connectivity Project is listed in the City’s Capital Improvement Program (CIP).

BACKGROUND:

Completion of the Arcata Annie & Mary Trail has been a City Council priority for many years and has been a priority Capital Improvement Project. The Arcata Annie & Mary Trail Connectivity Project will provide a safe, separated non-motorized transportation route between downtown Arcata and Valley West and the Aldergrove Industrial Park employment center, and between affordable neighborhoods, including the Yurok Indian Housing Authority 30th Street Commons Improvement Project, and Cal Poly Humboldt. The project will also provide a safe family-friendly connection to the nearby Mad River. The City has worked in partnership with the Great Redwood Trail Agency, Caltrans District 1, Humboldt Bay Municipal Water District (HBMWD), the County of Humboldt, Cal Poly Humboldt and resource agencies to develop the Arcata Annie & Mary Trail.

Page 42 of 158 ends

DISCUSSION:

Sealed contractors’ bids for the Arcata Annie & Mary Trail Connectivity Project were received until 11:00 a.m. on August 21, 2025. Four (4) sealed, complete bids were received by the deadline:

No.

Name of
Contractor
Base Bid as
Written
Base Bid as
Calculated
by Unit
Prices
Additive
Alternate
#1 (AA#1)
per Unit
Prices
Additive
Alternate
#2
(AA#2)
per Unit
Prices
Total = Base
Bid + AA#1
+ AA#2
1 Granite
Construction
Company $6,643,998 $6,643,998 $199,295 $268,210 $7,111,503.00 2 MercerFraser
Company $7,739,325 $7,720,725 $185,290 $100,000 $8,006,015.00 3 GR
Sundberg,
Inc. $8,126,545 $8,126,545 $169,300 $750,000 $9,045,845.00 4 McCullough
Construction,
Inc. $7,398,123.41 $7,398,123.41 $149,592 $300,000 $7,845,715.41 Please see Attachment A, an itemized bid tabulation sheet, for the details of bids received. As detailed in the bid documents, the bid award was to be determined based on the Base Bid though the City would have the opportunity to award additive alternatives to the lowest bidder if within budget.

Additive Alternative #1 (AA#1) is the replacement of a failed culvert at Frank Martin Court immediately adjacent to the Arcata Annie & Mary Trail project area, and Additive Alternative #2 (AA#2) is the early completion of the southernmost section of trail by November 30, 2025.

It is recommended the Council award a contract to Granite Construction Company, the lowest responsible bidder. On their Bid Proposal, Granite Construction confirmed receipt of, access to, and review of all addenda issued for the bid but did not submit individual signed addendum sheets. City staff deems this action to be immaterial to submitting a complete bid.

As Granite Construction Company’s base bid + AA#1 + AA#2 is within budget, staff recommends proceeding with award of AA#1 and AA#2 as well. If a contract is presently awarded, work will commence on or after September 15, 2025. Construction duration is anticipated through December 2026.

POLICY IMPLICATIONS:

Initiating construction of the Arcata Annie & Mary Connectivity Trail Connectivity Project is identified as a City Council 2025/26 Priority Project. Completing the Annie & Mary Trail is also recognized as a City priority in the Parks & Recreation Master Plan. The project is on the City CIP list (48-07). Finally, the Annie & Mary Trail is also a priority regional commuter trail project in the Humboldt County Association of Governments’ Regional Transportation Plan.

ENVIRONMENTAL REVIEW (CEQA):

The Initial Study and Mitigated Negative Declaration (IS/MND) was prepared for this project and adopted by the City Council on December 9, 2022. On August 20, 2025, the Council adopted an

Page 43 of 158 ends

addendum to the IS/MND. The Project changes, detailed in the addendum, did not result in new significant environmental effects or a substantial increase in the severity of effects related to the mandatory findings of significance previously addressed in the 2022 IS/MND.

BUDGET/FISCAL IMPACT:

Funding for this project is available and budgeted via a variety of sources, including a grant from Caltrans’ Cycle 5 Active Transportation Program, State Highway Operation and Protection Program (SHOPP) funds secured with a partnership with Caltrans District 1, a memorandum of understanding with the Yurok Indian Housing Authority (YIHA), and a contribution from Cal Poly Humboldt. City of Arcata Measure G funds will support the project if the full contingency amount is required to complete the project. The Project is budgeted as follows:

Account Number Amount Account Name
210-70-48-57600 $5,558,000 Active Transportation Program and SHOPP 210-70-48-51770 $400,000 Active Transportation Program and SHOPP 232-70-48-57601 $1,007,008 Affordable Housing and Sustainable Communities, YIHA 101-70-48-57601 $500,000 Cal Poly Humboldt contribution RECOMMENDED COUNCIL ACTION:

Motion to:

1. Approve the Arcata Annie & Mary Connectivity Project plans; award a construction contract for the Arcata Annie & Mary Connectivity Project to Granite Construction Company in the amount of $7,111,503;

2. Authorize the City Manager or designee to increase the contract amount by up to $497,805.21 (7 percent, for a total of $7,609,308.21); and

3. Authorize the City Manager to execute and negotiate all applicable Contract related documents.

Consent Calendar vote.

ATTACHMENTS:

A. Annie & Mary Trail Connectivity Project Bid Summary
B. Arcata Annie & Mary Trail Connectivity Project Plans C. Additive Alternative #1 - Frank Martin Ct Culvert Plans

Page 44 of 158 ends

Bid Summary
Agency: City of ArcataProject: Arcata Annie and Mary Trail Connectivity Project Bid Opening Date: Thursday, August 21st, 2025 11 a.m. 1 Mobilization 1 LS $325,000.00 $325,000.00 $800,000.00 $800,000.00 $845,000.00 $845,000.00 $307,944.00 $307,944.00 2A Temporary Traffic Control 1 LS $90,000.00 $90,000.00 $160,000.00 $160,000.00 $120,000.00 $120,000.00 $291,991.00 $291,991.00 2B Temporary Traffic Control -Sunset Only 1 LS $10,000.00 $10,000.00 $15,000.00 $15,000.00 $17,200.00 $17,200.00 $18,930.00 $18,930.00 3 Construction Staking 1 LS $114,000.00 $114,000.00 $220,000.00 $220,000.00 $225,000.00 $225,000.00 $100,000.00 $100,000.004 Utiltiy Potholing 20 EA $900.00 $18,000.00 $2,500.00 $50,000.00 $2,900.00 $58,000.00 $400.00 $8,000.005 Water Pollution Control & Final Stabilization 1 LS $177,000.00 $177,000.00 $275,000.00 $275,000.00 $167,000.00 $167,000.00 $45,000.00 $45,000.006 Remove Railroad Track - Rails 12000 LF $7.00 $84,000.00 $18.00 $216,000.00 $14.00 $168,000.00 $28.58 $342,960.007 Remove Railroad Track - Ties 200 LF $160.00 $32,000.00 $50.00 $10,000.00 $95.00 $19,000.00 $60.15 $12,030.008 Miscellaneous Demolition and Removal 1 LS $50,800.00 $50,800.00 $243,000.00 $243,000.00 $108,000.00 $108,000.00 $123,164.00 $123,164.009 Clearing and Grubbing 1 LS $175,000.00 $175,000.00 $320,000.00 $320,000.00 $280,000.00 $280,000.00 $406,176.00 $406,176.00 10 Earthwork 1 LS $687,500.00 $687,500.00 $900,000.00 $900,000.00 $572,000.00 $572,000.00 $816,108.00 $816,108.00 11 Unsuitable Excavation 200 CY $100.00 $20,000.00 $225.00 $45,000.00 $380.00 $76,000.00 $178.95 $35,790.00 12 Excavated Hazardous Material Disposal - To a CA Class I Facility 50 TN $650.00 $32,500.00 $500.00 $25,000.00 $720.00 $36,000.00 $272.35 $13,617.5013 Excavated Hazardous Material Disposal - To a CA Class II Facility 600 TN $310.00 $186,000.00 $250.00 $150,000.00 $570.00 $342,000.00 $132.71 $79,626.0014 Class II Aggregate Base 8100 CY $104.00 $842,400.00 $100.00 $810,000.00 $80.00 $648,000.00 $115.99 $939,519.0015 Hot Mix Asphalt (Type A) - Trail 2800 TN $161.00 $450,800.00 $240.00 $672,000.00 $230.00 $644,000.00 $172.50 $483,000.0016 Hot Mix Asphalt (Type A) - Vehicular 550 TN $180.00 $99,000.00 $250.00 $137,500.00 $245.00 $134,750.00 $194.00 $106,700.00 17 Asphalt Grind and Inlay 61500 SF $2.50 $153,750.00 $3.50 $215,250.00 $5.50 $338,250.00 $3.40 $209,100.0018 Speed Table 2 EA $7,000.00 $14,000.00 $9,000.00 $18,000.00 $5,500.00 $11,000.00 $22,850.00 $45,700.0019 Minor Concrete - 4" Sidewalk 13000 SF $30.00 $390,000.00 $20.00 $260,000.00 $26.50 $344,500.00 $34.32 $446,160.00 20 Minor Concrete - 6" Driveway 750 SF $35.00 $26,250.00 $30.00 $22,500.00 $38.00 $28,500.00 $48.39 $36,292.50 21 Minor Concrete - Thickened Sidewalk 3500 SF $30.00 $105,000.00 $30.00 $105,000.00 $52.00 $182,000.00 $58.58 $205,030.00 22 Minor Concrete - Type A1-6 Vertical Curb 650 LF $40.00 $26,000.00 $48.00 $31,200.00 $56.00 $36,400.00 $77.43 $50,329.50 23 Minor Concrete - Type A2-6 Curb 130 LF $165.00 $21,450.00 $75.00 $9,750.00 $164.00 $21,320.00 $114.02 $14,822.60 24 Stairs and Adjacent Curb 200 SF $230.00 $46,000.00 $195.00 $39,000.00 $118.00 $23,600.00 $197.38 $39,476.00 25 Handrails 650 LF $122.00 $79,300.00 $202.00 $131,300.00 $214.00 $139,100.00 $200.00 $130,000.00 26 Detectable Warning Tile - Concrete Embedded 240 SF $25.00 $6,000.00 $50.00 $12,000.00 $80.00 $19,200.00 $28.00 $6,720.00 27 Detectable Warning Tile - Surface Mounted 744 SF $50.00 $37,200.00 $50.00 $37,200.00 $75.00 $55,800.00 $27.00 $20,088.00 28 Bollards - Permanent 14 EA $1,400.00 $19,600.00 $500.00 $7,000.00 $1,000.00 $14,000.00 $600.00 $8,400.0029 Bollards - Removeable 8 EA $1,700.00 $13,600.00 $875.00 $7,000.00 $2,000.00 $16,000.00 $950.00 $7,600.00 30 18" Storm Drainage Piping (HDPE) 180 LF $150.00 $27,000.00 $150.00 $27,000.00 $230.00 $41,400.00 $167.00 $30,060.0031 12" Storm Drainage Piping (HDPE) 15 LF $170.00 $2,550.00 $160.00 $2,400.00 $280.00 $4,200.00 $160.00 $2,400.00 32 Arch Drain 90 LF $150.00 $13,500.00 $215.00 $19,350.00 $900.00 $81,000.00 $190.51 $17,145.9033 Trench Drain 50 LF $625.00 $31,250.00 $225.00 $11,250.00 $425.00 $21,250.00 $94.34 $4,717.0034 Storm Drain Inlet (Type G1) 2 EA $9,200.00 $18,400.00 $5,500.00 $11,000.00 $7,200.00 $14,400.00 35 Adjust Utility Cover to Grade 20 EA $2,100.00 $42,000.00 $1,500.00 $30,000.00 $800.00 $16,000.00 $500.00 $10,000.0036 Rock Slope Protection (1/4T, Class V, Method A) 2250 SF $15.00 $33,750.00 $10.00 $22,500.00 $7.00 $15,750.00 $13.01 $29,272.5037 Reinforced Embankment 6000 SF $8.00 $48,000.00 $5.00 $30,000.00 $10.00 $60,000.00 $11.43 $68,580.00 Unit Price Total
GR Sundberg, Inc.

Unit Price Total
Mercer-Fraser Company McCullough Construction Inc.

Unit Price Total Unit Price Total
Item No. Description Quantity Units
Granite Construction Company

Page 45 of 158 ends

Unit Price Total
GR Sundberg, Inc.

Unit Price Total
Mercer-Fraser Company McCullough Construction Inc.

Unit Price Total Unit Price Total
Item No. Description Quantity Units
Granite Construction Company
38 Gabion Basket Wall 1850 FSF $150.00 $277,500.00 $100.00 $185,000.00 $75.00 $138,750.00 $106.79 $197,561.5039 Pre-manufactured Bridge 15' 2 EA $100,000.00 $200,000.00 $85,000.00 $170,000.00 $139,000.00 $278,000.00 $128,204.98 $256,409.96 40 Pre-manufactured Bridge 20' 1 EA $130,000.00 $130,000.00 $90,000.00 $90,000.00 $175,000.00 $175,000.00 $136,638.95 $136,638.9541 Pre-manufactured Bridge 40' 1 EA $175,000.00 $175,000.00 $140,000.00 $140,000.00 $220,000.00 $220,000.00 $176,395.55 $176,395.5542 Pre-manufactured Boardwalk 55 LF $7,550.00 $415,250.00 $3,300.00 $181,500.00 $5,200.00 $286,000.00 $5,541.09 $304,759.95 43 Fence - Split Rail Wood -4' 400 LF $35.78 $14,312.00 $45.00 $18,000.00 $38.00 $15,200.00 $35.78 $14,312.00 44 Fence - Beta - 6' 400 LF $70.60 $28,240.00 $228.00 $91,200.00 $75.00 $30,000.00 $70.60 $28,240.0045 Fence - Chain Link - 4' 500 LF $35.44 $17,720.00 $60.00 $30,000.00 $40.00 $20,000.00 $35.44 $17,720.00 46 Fence - Chain Link - 6' 1200 LF $98.80 $118,560.00 $84.00 $100,800.00 $65.00 $78,000.00 $60.53 $72,636.00 47 Fence - Wooden Privacy - 6' 150 LF $83.38 $12,507.00 $90.00 $13,500.00 $100.00 $15,000.00 $83.38 $12,507.0048 Fence - Wooden Privacy - 7' 150 LF $94.31 $14,146.50 $95.00 $14,250.00 $100.00 $15,000.00 $94.31 $14,146.5049 Fence - Chain Link/Wooden Privacy Modified - 6' 850 LF $52.31 $44,463.50 $75.00 $63,750.00 $100.00 $85,000.00 $52.31 $44,463.5050 Trail Signs - Interpretive 8 EA $1,750.00 $14,000.00 $2,500.00 $20,000.00 $3,475.00 $27,800.00 $3,250.00 $26,000.00 51 Trail Signs - Wayfinding 6 EA $650.00 $3,900.00 $2,500.00 $15,000.00 $1,350.00 $8,100.00 $1,250.00 $7,500.00 52 Roadside Sign - One-Post 66 EA $700.00 $46,200.00 $600.00 $39,600.00 $600.00 $39,600.00 $555.00 $36,630.00 53 Enhanced Pedestrain Crossing 6 EA $13,509.00 $81,054.00 $19,750.00 $118,500.00 $21,100.00 $126,600.00 $9,822.00 $58,932.00 54 4' Concrete Wheel Stop 11 EA $225.00 $2,475.00 $500.00 $5,500.00 $350.00 $3,850.00 $225.00 $2,475.0055 Delineators - Impact Recovery Surface Mount Fixed Base 115 EA $210.00 $24,150.00 $150.00 $17,250.00 $225.00 $25,875.00 $280.00 $32,200.0056 Delineators - Type K-71 115 EA $400.00 $46,000.00 $150.00 $17,250.00 $375.00 $43,125.00 $335.00 $38,525.00 57 Bench 3 EA $3,800.00 $11,400.00 $3,500.00 $10,500.00 $3,400.00 $10,200.00 $2,400.00 $7,200.0058 Bicycle Rack 7 EA $1,600.00 $11,200.00 $1,000.00 $7,000.00 $2,200.00 $15,400.00 $2,100.00 $14,700.00 59 Solar Trail Light - 14' Direct Bury (installation only) 32 EA $3,645.00 $116,640.00 $2,000.00 $64,000.00 $8,000.00 $256,000.00 $4,500.00 $144,000.00 60 Solar Trail Light - 20' Anchor Base (footing and installation only) 6 EA $6,000.00 $36,000.00 $2,000.00 $12,000.00 $9,100.00 $54,600.00 $6,570.00 $39,420.00 61 Paint - 4" Parking Striping 900 LF $6.50 $5,850.00 $7.50 $6,750.00 $7.50 $6,750.00 $6.50 $5,850.00 62 Paint - Red Curb 300 LF $5.00 $1,500.00 $5.00 $1,500.00 $5.00 $1,500.00 $5.00 $1,500.00 63 Paint - Green Pavement Marking 4500 SF $9.00 $40,500.00 $5.75 $25,875.00 $5.75 $25,875.00 $9.00 $40,500.00 64 Thermoplastic Traffic Striping - 6" 17000 LF $3.00 $51,000.00 $2.45 $41,650.00 $2.45 $41,650.00 $3.00 $51,000.00 65 Thermoplastic Traffic Striping - 8" 250 LF $5.00 $1,250.00 $4.00 $1,000.00 $4.00 $1,000.00 $5.00 $1,250.00 66 Thermoplastic Pavement Marking (Including 12" Stripes) 3300 SF $9.00 $29,700.00 $13.50 $44,550.00 $13.50 $44,550.00 $9.00 $29,700.00 67 Low Impact Development (LID) Feature 1 LS $25,000.00 $25,000.00 $15,000.00 $15,000.00 $17,300.00 $17,300.00 $1.00 $1.0068 Wetland Mitigation Area - Excavation and Plantings 1 LS $32,680.00 $32,680.00 $40,000.00 $40,000.00 $47,000.00 $47,000.00 $18,900.00 $18,900.00 69 Environmentally Sensitive Area (ESA) Fencing 5600 LF $12.00 $67,200.00 $6.00 $33,600.00 $6.00 $33,600.00 $7.00 $39,200.00 MATCH $6,643,998.00 NO MATCH $7,720,725.00 MATCH $8,126,545.00 MATCH $7,398,123.41 Additive Alternative #1
A1-1 Water Pollution Control & Final Stabilization 1 LS $6,200.00 $6,200.00 $6,000.00 $6,000.00 $28,500.00 $28,500.00 $3,800.00 $3,800.00A1-2 Miscellaneous Demolition and Removal 1 LS $7,800.00 $7,800.00 $30,000.00 $30,000.00 $20,000.00 $20,000.00 $5,850.00 $5,850.00A1-3 Earthwork 1 LS $42,185.00 $42,185.00 $16,000.00 $16,000.00 $12,000.00 $12,000.00 $8,450.00 $8,450.00A1-4 24" Storm Drainage Piping (HDPE) 220 LF $215.00 $47,300.00 $128.00 $28,160.00 $300.00 $66,000.00 $286.00 $62,920.00A1-5 Storm Drain Manhole 2 EA $19,000.00 $38,000.00 $26,000.00 $52,000.00 $8,000.00 $16,000.00 $9,750.00 $19,500.00A1-6 Straight Headwall Single Pipe 4 EA $12,000.00 $48,000.00 $12,000.00 $48,000.00 $5,500.00 $22,000.00 $10,280.00 $41,120.00 McCullough Construction Inc.
$7,398,123.41
Unit Price Total
$7,739,325.00 $8,126,545.00
Mercer-Fraser Company GR Sundberg
Item No. Description Quantity Units
$6,643,998.00
Actual Total Base Bid (Calculated based on submitted unit price for each item.) Total Base Bid As Written on Submitted Bid Schedule
Granite Construction Company
Unit Price Total Unit Price Total Unit Price Total

Page 46 of 158 ends

Unit Price Total
GR Sundberg, Inc.

Unit Price Total
Mercer-Fraser Company McCullough Construction Inc.

Unit Price Total Unit Price Total
Item No. Description Quantity Units
Granite Construction Company
A1-7 Hot Mix Asphalt (Type A) - Vehicular 6 TN $1,635.00 $9,810.00 $855.00 $5,130.00 $800.00 $4,800.00 $992.00 $5,952.00 MATCH $199,295.00 MATCH $185,290.00 MATCH $169,300.00 NO MATCH $147,592.00 Additive Alternative #2
A2-1
Early completion of work from southernmost point (Sunset Ave) to Station 25+00 by November 30, 2025 1 LS $268,210.00 $268,210.00 $100,000.00 $100,000.00 $750,000.00 $750,000.00 $300,000.00 $300,000.00 MATCH $268,210.00 MATCH $100,000.00 MATCH $750,000.00 MATCH $300,000.00 $7,845,715.41
Unit Price Total
$149,592.00
$750,000.00
Actual Total Additive Alternative #2 (Calculated based on submitted unit price for each item.) McCullough Construction Inc.

Total Additive Alternative #2 As Written on Submitted Bid Schedule $268,210.00 $100,000.00 $300,000.00 Unit Price Total Unit Price Total Unit Price Total
Granite Construction Company Mercer-Fraser Company GR Sundberg Item No. Description Quantity Units
GRAND TOTAL (Base Bid + Additive Alternatives) $7,111,503.00 $8,006,015.00 $9,045,845.00 $169,300.00
Actual Total Additive Alternative #1 (Calculated based on submitted unit price for each item.) Total Additive Alternative #1 As Written on Submitted Bid Schedule $199,295.00 $185,290.00

Page 47 of 158 ends

ARCATA ANNIE AND MARY TRAIL CONNECTIVITY PROJECT (CIP#48-07) RTPSB1L-5021(025) CITY OF ARCATA, ENGINEERING DEPT. ARCATA EUREKA SAN FRANCISCO LOS ANGELES

CALIFORNIA
PACIFIC OCEAN EUREKA ARCATA HUMBOLDT COUNTY MAP CALIFORNIA MAP HUMBOLDT COUNTY PROJECT NOTES OWNER CITY OF ARCATA ZONING INLAND: ARCATA LAND USE CODE (LUC) GENERAL PLAN DESIGNATION PUBLIC FACILITY BASIS OF BEARINGS FOR SURVEY HORIZONTAL BASIS CA STATE PLANE COORDINATE SYSTEM (CCS83), VERTICAL BASIS CA STATE PLANE COORDINATE SYSTEM (CCS83), FOR ADDITIONAL INFORMATION PLEASE CONTACT CITY PERSONNEL. ARCATA CITY LIMITS PROJECT LOCATION(S) SUNSET AVE-SKATE PARK HUMBOLDT BAY MUNICIPAL WATER DISTRICT-PARK 1 (NORTHERN EXTENT) GIUNTOLI LN / BOYD ROAD ARCATA CITY LIMITS MITIGATION SITE SUNSET AVE-LK WOOD BLVD (SOUTHERN EXTENTS) CITY OF ARCATA - APPROVALS CITY ENGINEER NETRA KHATRI, RCE 75428 DATE ENVIRONMENTAL SERVICES DIRECTOR EMILY SINKHORN DATE CITY MANAGER / COUNCIL CITY MANAGER MERRITT PERRY MAYOR ALEXANDRA STILLMAN VICE-MAYOR KIMBERLY WHITE COUNCIL MEMBER STACY ATKINS-SALAZAR COUNCIL MEMBER SARAH SCHAEFER COUNCIL MEMBER MEREDITH MATTHEWS ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT 7/23/25 7/23/25 70

Page 48 of 158 ends

N C-101C-102 C-103 C-104 C-105 C-106 C-107 C-108 C-109 C-110C-111C-112C-113C-114C-115C-116 C-117 C-118 C-119 C-120 C-121 C-122 C-123 C-124 C-125C-126 C-127 C-128 C-129C-130C-131 C-132 C-133 C-134 C-135 C-136 C-137 C-138 C-146 C-147 C-139 C-140 EN-101 & EN-102 C-141 C-142 (SUNSET AVE & SKATE PARK ACCESS) (LARSON PARK & TODD CT ACCESS) C-143 (CALPOLY CRAFTSMAN MALL NORTH & SOUTH ACCESS) C-144 (WEST END ROAD RIDGE TRAILHEAD ACCESS) C-144 (ALDERGROVE RD ACCESS) C-145 S-101 S-105 (DRAINAGE CROSSING #1 & #2 - BRIDGE A & B) (GIUNTOLI RD ACCESS) (GABION BASKET RETAINING WALL) (GIUNTOLI RD CURB RAMPS) (WEST END ROAD ACCESS) C-148 S-103 S-102 (DRAINAGE CROSSING #4 - 40' BRIDGE) (DRAINAGE CROSSING #3 - 20' BRIDGE) S-104 (BOARDWALK) SHEET INDEX GENERAL SHEETS G-001 COVER SHEET G-002 SHEET LAYOUT G-003 NOTES, SYMBOLS AND ABBREVIATIONS CIVIL SHEETS C-001 - C-002 TYPICAL SECTIONS C-003 CONTROL POINTS AND CONSTRUCTION STAGING C-101 - C-140 CIVIL PLAN AND PROFILES C-141 - C-148 CIVIL ACCESS AND CROSSINGS C-501 - C-506 CIVIL DETAILS STRUCTURAL SHEETS S-101 - S-105 STRUCTURAL PLAN AND PROFILES S-501 - S-503 STRUCTURAL DETAILS ENVIRONMENTAL SHEETS EN-101 - EN-102 MITIGATION SITE, GRADING & PLANTINGS (WETLAND MITIGATION)

ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT
70

Page 49 of 158 ends

ABBREVIATIONS LEGEND PROJECT INFORMATION: THIS PROJECT CONSISTS OF ... ANNIE AND MARY TRAIL CONNECTIVITY PROJECT THE CONTRACTOR IS HEREBY NOTIFIED THAT HISTORICAL INFORMATION REGARDING THE PROJECT SITE EXISTS AND IS AVAILABLE FOR PUBLIC INSPECTION IN THE CITY OF ARCATA'S ENGINEERING DEPARTMENT OFFICES. THIS HISTORICAL INFORMATION MAY INCLUDE THE FOLLOWING: · MISCELLANEOUS UTILITY MAPS AND PLANS · CITY OF ARCATA BLOCK MAPS · CITY OF ARCATA WATER MAPS · CITY OF ARCATA DRAINAGE MAPS EROSION CONTROL NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR EROSION AND SEDIMENT CONTROL. CONTRACTOR SHALL USE CALTRANS STORMWATER QUALITY HANDBOOKS, CONSTRUCTION CONTRACTOR'S GUIDE AND SPECIFICATIONS. 2. DURING WET WEATHER PERIODS, CONTRACTOR IS RESPONSIBLE FOR SEQUENCING CONSTRUCTION IN A MANNER TO MINIMIZE IMPACT ON OPEN EARTHWORK AND COMPACTION OPERATIONS. 3. ALL NEWLY GRADED AREAS WITHIN THE PROJECT LIMITS, INCLUDING AREAS COVERED WITH EROSION CONTROL BLANKETS ARE TO BE SEEDED. THE PERMANENT PLANTINGS/SEED MIXTURE SHALL BE A NATIVE SEED MIX AS DIRECTED IN THE CONTRACT SPECIAL PROVISIONS, SWPPP OR THESE PLANS. 4. AFTER SEEDING, A MULCH CONSISTING OF GRASS, HAY OR STRAW SHALL BE BLOWN ON TO ALL NEWLY SEEDED AREAS AT A RATE OF TWO TONS PER ACRE. 5. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIX ANY DEFICIENCIES INDICATED BY THE OWNER OR THE OWNERS REPRESENTATIVE TO PREVENT EROSION AND CONTROL SEDIMENT. 6. PRIOR TO FINAL ACCEPTANCE TEMPORARY SEDIMENT CONTROL MEASURES SHALL BE REMOVED AND ALL AREAS OF SOIL DISTURBANCE, INCLUDING BUT NOT LIMITED TO CUT AND FILL SLOPES, SWALES AND DITCHES SHALL BE STABILIZED. SURVEYING NOTES: 1. ALL ELEVATIONS SHOWN ON THESE PLANS ARE ON THE STATE PLANE CALIFORNIA ZONE 1 NAD 1983 DATUM. 2. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING AND SHALL ARRANGE FOR STAKING WITH A CALIFORNIA LICENSED SURVEYOR. TWO-DIMENSIONAL COMPUTER AIDED DESIGN (CAD) FILES WILL BE AVAILABLE AND PROVIDED TO THE CONTRACTOR PRIOR TO CONSTRUCTION. STAKING WILL BE REVIEWED BY OWNER FOR CONFORMANCE TO DESIGN PRIOR TO CONSTRUCTION. 3. 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 THEIR 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. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE CITY OF ARCATA ENGINEERING DEPARTMENT OR CITY SURVEYOR IN THE PRESERVATION OR PROTECTION OF SURVEY MONUMENTS, WHETHER SHOWN ON THE PLANS OR WHEN ENCOUNTERED DURING THE PROJECT. 5. IF MONUMENTS HAVE BEEN IDENTIFIED IN ADVANCE BY THE CITY OF ARCATA, OR OTHERS, AND NOTED ON THE PLANS, THE CONTRACTOR SHALL MARK OR IDENTIFY LOCATIONS PRIOR TO ANY DISTURBANCE FOR PROTECTION OR PERPETUATION DURING THE PROJECT. MONUMENTS THAT WILL INEVITABLY BE DESTROYED DURING CONSTRUCTION AND ARE IDENTIFIED AS SUCH ON THE PLANS, SHALL BE RESET IN AN APPROVED MONUMENT BOX, IF APPLICABLE, OR THEIR LOCATION SHALL BE PERPETUATED. ALL EFFORTS SHOULD BE MADE TO PRESERVE AND WORK AROUND EXISTING SURVEY MONUMENTS WHEN POSSIBLE. 6. ALL WORK INVOLVING INITIAL SEARCHING AND IDENTIFICATION OF MONUMENTS, INCLUDING THEIR SURVEYED LOCATIONS, IS TO BE DONE BY OR UNDER THE DISCRETION OF A LICENSED LAND SURVEYOR. A CORNER RECORD OR RECORD OF SURVEY, AS APPLICABLE, MUST BE FILED IN ACCORDANCE WITH THE PROFESSIONAL LAND SURVEYOR'S. ALL MONUMENTS RESET OR PERPETUATED MUST BE DONE BY OR UNDER THE DISCRETION OF A LICENSED LAND SURVEYOR. 7. MONUMENTS NOT SHOWN ON THE PLANS THAT ARE ENCOUNTERED DURING THE PROJECT ARE TO BE PROTECTED. STOP WORK NEAR THE MONUMENT AND NOTIFY THE PROJECT ENGINEER. CONTRACTOR MUST ENLIST A LICENSED LAND SURVEYOR TO SURVEY THE EXISTING LOCATION OF THE MONUMENT AND SET REFERENCE POINTS AS NECESSARY TO PERPETUATE THE "FOUND POSITION" OF THE MONUMENT. A REPLACEMENT MONUMENT SHALL BE RESET AND DEPICTED ON A CORNER RECORD OR RECORD OF SURVEY, AS APPLICABLE. ANY ALTERNATIVE TO RESETTING A MONUMENT SHALL BE DETERMINED THROUGH THE COORDINATION WITH THE PROJECT ENGINEER AND CITY SURVEYOR. 8. COSTS ASSOCIATED WITH FAILURE TO COMPLY WITH THESE PROVISIONS WILL BE BORNE BY THE CONTRACTOR. 9. CONTRACTOR SHALL PROVIDE AND MAINTAIN CONSTRUCTION STAKING AT 50' MINIMUM INTERVALS. THE INFORMATION WRITTEN ON THE STAKES SHALL INCLUDE THE STATION NUMBER, ANY OFFSETS AND CUT/FILL AMOUNTS AT A MINIMUM. STAKING SHALL PROVIDE SUFFICIENT INFORMATION FOR THE ENGINEER/INSPECTOR TO CHECK/VERIFY FINAL GRADES WITH STRINGLINE, LASER LEVEL OR SIMILAR. BENCHMARKS SHALL BE PLACED SO THAT THEY ARE VISIBLE OR IN LINE OF SIGHT OF ALL PORTIONS OF THE TRAIL AND AT INTERVALS NO GREATER THAN 500'. 10. TOPOGRAPHIC DATA SHOWN HEREON WAS OBTAINED BY A FIELD SURVEY PERFORMED BY SHN .ADDITIONAL LIDAR (2019) WAS USED TO SUPPLEMENT THE TOPOGRAPHY IN AREAS OUTSIDE OF THE ORIGINAL SURVEY THAT WAS PERFORMED BY SHN. 11. A RIGHT-OF-WAY SURVEY WAS PERFORMED BY SHN. ADDITIONAL BOUNDARY INFORMATION SHOWN HEREON WAS APPROXIMATED FROM GIS, PARCEL DATA AND OTHER RECORDS OF SURVEY. GENERAL NOTES: 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO THOROUGHLY EXAMINE THE JOB SITE, THE CONTRACT SPECIFICATIONS, AND THESE PLANS PRIOR TO SUBMITTING THEIR BID. NO ADDITIONAL PAYMENT SHALL BE MADE BY THE CITY FOR ANY EXPENSE THE CONTRACTOR MAY INCUR AS A RESULT OF THEIR FAILURE TO ADEQUATELY ACQUAINT THEMSELVES WITH THE EXTENT OF THE WORK TO BE DONE, THE GENERAL SITE CONDITIONS, OR THE REQUIREMENTS OF THE PLANS, CONTRACT DOCUMENTS, GENERAL PROVISIONS, SPECIAL PROVISIONS, AND REFERENCED SPECIFICATIONS. 2. THE CONTRACTOR SHALL POSSESS A CLASS 'A' (GENERAL ENGINEERING) CONTRACTOR'S LICENSE, AS WELL AS A CITY OF ARCATA BUSINESS LICENSE, AT THE TIME THE CONTRACT IS AWARDED. ANY SUBCONTRACTOR SHALL HAVE THE APPROPRIATE LICENSE FOR THE WORK BEING PERFORMED. 3. THE CONTRACTOR IS REQUIRED TO OBTAIN AN ENCROACHMENT PERMIT WITH THE COUNTY, CALTRANS AND THE GREAT REDWOOD TRAIL AUTHORITY (GRTA). 4. IF THE CONTRACTOR WISHES TO USE WATER FROM THE CITY OF ARCATA WATER DISTRIBUTION SYSTEM DURING THE COURSE OF THIS PROJECT, THEY SHALL OBTAIN AND ATTACH A DOUBLE CHECK VALVE AT THE POINT WHERE THEY CONNECTS TO THE CITY WATER SYSTEM (I.E. AT A HYDRANT, WATER SERVICE, BLOW-OFF, ETC.). THE DOUBLE CHECK VALVE SHALL BE TESTED AND CERTIFIED BY EITHER A CERTIFIED TESTER OR THE CITY OF ARCATA AND APPROVED BY THE ENGINEER PRIOR TO USE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND PROTECTION OF THE DOUBLE CHECK VALVE. 5. THE CONTRACTOR SHALL NOT USE THE PUBLIC RIGHT-OF-WAY FOR LONG TERM STAGING OR MATERIAL STORAGE. DURING THE WORK DAY, THE CONTRACTOR MAY USE THE WORK AREA FOR STORAGE OF PROJECT MATERIALS AND EQUIPMENT THAT WILL BE USED THAT DAY; HOWEVER, AT THE END OF THE DAY, THE WORK SITE SHALL BE CLEANED TO THE SATISFACTION OF THE ENGINEER. 6. THIS IS A PREVAILING WAGE PROJECT. 7. THE CONTRACTOR SHALL SECURE THE CONSTRUCTION SITE DURING NON-WORKING HOURS AS APPROVED BY THE ENGINEER. 8. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR REVIEW A MINIMUM OF FOUR (4) COPIES OF THE MANUFACTURERS' PRODUCT INFORMATION CUT SHEETS INDICATING DIMENSIONS FOR ALL MANUFACTURED AND PRECAST ITEMS PROPOSED FOR USE. THE CITY WILL KEEP THREE (3) COPIES AND RETURN THE REMAINING COPIES TO THE CONTRACTOR AFTER APPROVAL. 9. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS' RECOMMENDATIONS. 10. ALL GRADES SHOWN ON THE PLANS SHALL BE SUBJECT TO ADJUSTMENT IN THE FIELD BY THE ENGINEER. 11. THE CONTRACTOR SHALL SUBMIT A PROPOSED CONSTRUCTION SCHEDULE TO THE ENGINEER AT OR PRIOR TO THE PRECONSTRUCTION MEETING SHOWING THE ORDER IN WHICH THEY INTEND TO CONSTRUCT ALL PORTIONS OF THIS PROJECT. THE ENGINEER SHALL PROVIDE EITHER APPROVAL OF THE CONTRACTOR'S SCHEDULE OR A LIST OF PROPOSED CHANGES TO THE SCHEDULE PRIOR TO CONSTRUCTION, AND THE CONTRACTOR SHALL ABIDE BY THAT APPROVED SCHEDULE THROUGHOUT THE COURSE OF THE PROJECT UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 12. SEVERAL ITEMS OF WORK SHOWN ON THESE PLANS MUST BE COMPLETED IN A SINGLE DAY. THE CONTRACTOR SHALL TAKE THIS REQUIREMENT INTO ACCOUNT WHEN PREPARING THEIR BID AND THEIR WORK PLAN TO ENSURE THAT A SUFFICIENT AMOUNT OF PERSONNEL AND EQUIPMENT ARE ONSITE AND AVAILABLE TO ALLOW THE WORK TO BE COMPLETED AS REQUIRED. 13. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CURRENT VERSION OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD PLANS & SPECIFICATIONS, AND THE CONTRACT SPECIAL PROVISIONS/TECHNICAL SPECIFICATIONS FOR THIS PROJECT, UNLESS SHOWN OTHERWISE. 14. QUANTITIES OF ITEMS, LENGTH OF PROJECT, AND SITE CONDITIONS SHOWN IN THE PLANS ARE APPROXIMATE. ALL MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE NOTED. 15. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY AND THEIR REPRESENTATIVES HARMLESS FROM ANY AND ALL LIABILITY, REAL AND/OR ALLEGED, IN CONJUNCTION WITH THE PERFORMANCE OF THIS PROJECT. 16. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING STRUCTURES, ROADS, RAILROAD TRACK AND TRACK BED, AND UTILITIES DURING CONSTRUCTION. ALL DAMAGE SHALL SHALL BE RESTORED TO EQUAL OR BETTER CONDITION AT THE CONTRACTOR'S EXPENSE. 17. A SET OF SIGNED/CONFORMED WORKING DRAWINGS AND A SET OF SPECIFICATIONS WILL 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 AND SUBMITTED TO THE ENGINEER WHEN THE WORK TO BE DONE IS COMPLETED. 18. 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 ENGINEER TO MINIMIZE IMPACT TO RESIDENTS. 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. DRAINAGE STRUCTURES SHALL BE INSTALLED AS SHOWN THE PLANS WITH ONLY MINOR CORRECTIONS IN LOCATION SKEW AND/OR ELEVATIONS AS NEEDED TO FIT FIELD CONDITIONS AS DETERMINED BY THE ENGINEER OR OWNER'S REPRESENTATIVE. 20. NO WORK SHALL BE PERFORMED OUTSIDE OF THE DESIGNATED CONSTRUCTION LIMITS WITHOUT THE APPROVAL OF THE CITY OR THEIR REPRESENTATIVE. 21. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING STAGING AREAS WITH THE CITY OF ARCATA. ALL STAGING AREAS WITHIN THE RIGHT-OF-WAY SHALL BE PRE-APPROVED BY THE CITY. 22. UPON COMPLETION OF THE CONSTRUCTION PROJECT, THE CONTRACTOR SHALL LEAVE THE PROJECT AREA FREE OF DEBRIS AND UNUSED MATERIAL. ALL DAMAGE CAUSED BY THE CONTRACTOR SHALL BE RESTORED TO AN "AS GOOD OR BETTER" CONDITION. 23. EXISTING FENCING SHALL REMAIN IN PLACE AND UNDISTURBED BY CONSTRUCTION OPERATIONS UNLESS OTHERWISE SHOWN ON THE PLANS. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY AND ALL DAMAGES TO FENCES DURING CONSTRUCTION. ALL DAMAGE SHALL SHALL BE RESTORED TO EQUAL OR BETTER CONDITION AT THE CONTRACTOR'S EXPENSE. 24. EXISTING SIGN SYSTEMS SHALL BE PROTECTED THROUGHOUT CONSTRUCTION ACTIVITY UNLESS NOTED OTHERWISE ON PLANS. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY AND ALL DAMAGES TO SIGNS DURING CONSTRUCTION. ALL DAMAGE SHALL BE RESTORED TO EQUAL OR BETTER CONDITION AT THE CONTRACTOR'S EXPENSE. 25. CONTRACTOR IS RESPONSIBLE FOR ADDRESSING STORM WATER DRAINAGE AND DEWATERING OF WORK AREAS DURING CONSTRUCTION. 26. DURING WET WEATHER PERIODS, CONTRACTOR IS RESPONSIBLE FOR SEQUENCING CONSTRUCTION IN A MANNER TO MINIMIZE IMPACT ON OPEN EARTHWORK AND COMPACTION OPERATIONS. UTILITY NOTES: 1. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (800) 642-2444 AT LEAST FORTY-EIGHT (48) HOURS, BUT NOT LESS THAN TWO (2) WORKING DAYS, PRIOR TO ANY DEMOLITION OR EXCAVATION AND REQUEST FIELD MARKINGS OF ALL UNDERGROUND UTILITIES. 2. THE CITY OF ARCATA DOES NOT GUARANTEE THE COMPLETENESS OR ACCURACY OF THE EXISTING UNDERGROUND UTILITIES SHOWN ON THESE PLANS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD VERIFYING ANY POTENTIAL UTILITY CONFLICTS BETWEEN EXISTING UNDERGROUND UTILITIES AND THE WORK SHOWN ON THESE PLANS, INCLUDING BOTH POTENTIAL UTILITY CONFLICTS SHOWN ON THESE PLANS AND POTENTIAL UTILITY CONFLICTS NOT SHOWN ON THESE PLANS BUT EITHER LOCATED, FOUND, OR MARKED IN THE FIELD. WHERE POTENTIAL CONFLICTS ARE FOUND, THE CONTRACTOR SHALL TAKE WHATEVER MEASURES ARE NEEDED (INCLUDING PRELIMINARY POTHOLING OF THE UTILITIES AT THE POTENTIAL CONFLICT LOCATION) PRIOR TO PERFORMING WORK IN THE AREA TO ALLOW TIME FOR THE RESPONSIBLE AGENCY TO CORRECT THE CONFLICT. NO ADDITIONAL PAYMENT SHALL BE MADE BY THE CITY FOR ANY EXPENSE THE CONTRACTOR MAY INCUR AS A RESULT OF THEIR FAILURE TO ADEQUATELY EXPLORE, IN THE OPINION OF THE ENGINEER, POTENTIAL UTILITY CONFLICTS. 3. WHEN WATER OR SEWER SERVICE INTERRUPTION IS NECESSARY, THE CONTRACTOR SHALL NOTIFY ALL AFFECTED PERSONS AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF THE ANTICIPATED SERVICE INTERRUPTION. REFER TO THE CONTRACT SPECIAL PROVISIONS FOR ADDITIONAL REQUIREMENTS. 4. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING AND/OR REPLACING, TO THE SATISFACTION OF THE ENGINEER, ANY UTILITIES THAT ARE DAMAGED BY THEIR ACTIVITIES. 5. AT ANY LOCATION WHERE THE CONTRACTOR'S ACTIVITIES MAY EXPOSE AN ADJACENT WATER MAIN, THE CONTRACTOR SHALL EITHER RESTRAIN THE WATER MAIN OR REQUEST THAT THE CITY SHUT OFF WATER SERVICE IN THE AREA AND DEPRESSURIZE THE WATER MAIN. ANY WATER SHUTDOWN WILL REQUIRE THAT THE CONTRACTOR NOTIFY ALL AFFECTED RESIDENTS AND BUSINESSES WITHIN BOTH THE PRIMARY SHUTDOWN AREA AND THE BACKUP SHUTDOWN AREA AT LEAST TWO (2) WORKING DAYS IN ADVANCE OF THE ANTICIPATED SERVICE INTERRUPTION. THE CITY WILL PROVIDE THE SHUTDOWN NOTIFICATION FLIERS (ONE FOR PRIMARY AREAS, ONE FOR BACKUP AREAS); HOWEVER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTLY FILLING OUT, DUPLICATING, AND DISTRIBUTING THE FLIERS AS LISTED ABOVE. THE CONTRACTOR SHALL MAKE AN ALLOWANCE IN BOTH THEIR BID AND THEIR PROJECT SCHEDULE TO ALLOW FOR NOTIFICATION OF RESIDENTS AND BUSINESSES, AND NO ADDITIONAL PAYMENT WILL BE MADE BY THE CITY FOR ANY EXPENSES INCURRED BY THE CONTRACTOR TO COMPLETE THE REQUIRED NOTIFICATIONS 6. ALL EXISTING UTILITIES AND TIE-IN POINTS SHOULD BE CONSIDERED ACTIVE UTILITIES UNLESS OTHERWISE INDICATED. 7. STRUCTURAL EXCAVATION AND BACKFILL OF CULVERTS AND OTHER DRAINAGE STRUCTURES SHALL BE CONSIDERED INCIDENTAL TO INSTALLATION OF THE STRUCTURE. EXCESS MATERIAL REMOVED MAY BE USED TO REBUILD APPROACHES OR MAY BE PLACED ALONG ROADWAY SHOULDERS IN AREAS AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 8. THE LOCATIONS OF PIPES MAY BE MODIFIED AS NECESSARY TO FIT ACTUAL FIELD CONDITIONS AS DETERMINED BY THE CITY OR THEIR REPRESENTATIVE. 9. EXISTING PIPES & CULVERTS TO BE REMOVED SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS & STATE STANDARDS AND CODES. 10. 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. TRAFFIC CONTROL NOTES: 1. THE CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL IN ACCORDANCE WITH THE CURRENT VERSION OF THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). A TRAFFIC CONTROL PLAN WILL NEED TO BE SUBMITTED AND APPROVED BY THE CITY PRIOR TO ANY WORK TAKING PLACE. THE PLAN SHALL PROVIDE ACCESS AT ALL TIMES FOR RESIDENTS AND EMERGENCY VEHICLES AND COMPLY WITH ALL REQUIRED PERMITS AND OTHER GUIDELINES LISTED ON THESE PLANS AND IN THE SPECIFICATIONS. 2. CONTRACTOR SHALL PROVIDE AND MAINTAIN SUFFICIENT TEMPORARY BARRIERS TO PROVIDE FOR THE SAFETY OF THE STAFF AND PUBLIC TO THE SATISFACTION OF THE ENGINEER. 3. A TRAFFIC CONTROL PLAN WILL NEED TO BE SUBMITTED TO THE COUNTY (FOR THE PORTION WITHIN AND AFFECTING THE COUNTY RIGHT OF WAY) AND SHALL BE APPROVED BY THE COUNTY PRIOR TO ANY WORK TAKING PLACE. EARTHWORK NOTES: 1. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS AND MEASURES TO PREVENT THE FLOW OF WATER, INCLUDING GROUNDWATER, FROM ENTERING ALL EXCAVATIONS WITHIN THE WORK AREA. IF WATER DOES ENTER AN EXCAVATION, SUCH WATER, WHEN REMOVAL IS NECESSARY TO PROCEED WITH THE WORK, SHALL BE PUMPED TO A CONTRACTOR SUPPLIED HOLDING TANK FOR DISPOSAL. 2. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR DISPOSAL SITES AND SHALL PAY ANY AND ALL COSTS INVOLVED. WHEN ANY MATERIAL IS TO BE DISPOSED OF OUTSIDE THE PROJECT WORK AREA, THE CONTRACTOR SHALL OBTAIN BOTH A WRITTEN AGREEMENT BETWEEN THE PROPERTY OWNER AND THE CONTRACTOR AND A COPY OF THE PERMIT THAT ALLOWS MATERIAL DISPOSAL AT THE SUBJECT SITE. THE AGREEMENT SHALL GRANT THE CONTRACTOR PERMISSION TO USE THE PRIVATE PROPERTY AS A DISPOSAL SITE AND SHALL ABSOLVE THE CITY OF ALL RESPONSIBILITY FOR CONSEQUENCES OF SUCH USAGE. THE PERMIT COPY SHALL BE OBTAINED FROM THE PROPERTY OWNER, THE HUMBOLDT COUNTY BUILDING DEPARTMENT, THE CITY OF ARCATA BUILDING DEPARTMENT, OR OTHER REGULATORY AGENCY AS APPROPRIATE. BOTH THE AGREEMENT AND PERMIT SHALL BE FILED WITH THE ENGINEER PRIOR TO THE USE OF THE PROPERTY, AND THE CONTRACTOR SHALL OBTAIN PERMISSION FROM THE ENGINEER TO DISPOSE OF THE MATERIAL AT THE PROPOSED LOCATION DESIGNATED IN THE AGREEMENT AND ON THE PERMIT BEFORE ANY MATERIAL IS DISPOSED OF ON SAID PROPERTY. REFER TO THE CONTRACT SPECIAL PROVISIONS FOR ADDITIONAL REQUIREMENTS. 3. DISPOSAL OF MATERIALS IS NOT PERMITTED WITHIN THE PUBLIC RIGHT-OF-WAY UNLESS OTHERWISE SPECIFIED ON THE PLANS. 4. 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. 5. 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. 6. 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. 7. ALL DITCHES, SWALES, GUTTERS, ETC. SHOULD BE CONSIDERED ACTIVE STORM CONVEYANCES UNLESS OTHERWISE INDICATED. CONTRACTOR IS RESPONSIBLE FOR ADDRESSING STORM WATER DRAINAGE AND DEWATERING OF WORK AREAS DURING CONSTRUCTION. 8. UNSUITABLE EXCAVATED MATERIAL, AS DETERMINED BY THE ENGINEER, SHALL BE REMOVED FROM SITE AND DISPOSED OF IN A MANNER CONSISTENT WITH APPLICABLE REGULATIONS SUCH AS CITY OR COUNTY GRADING ORDINANCES. DOCUMENT, REQUEST PERMISSION, AND DISCLOSE ANY ENVIRONMENTAL REGULATIONS WHEN PROPERLY DISPOSING OF UNSUITABLE MATERIALS TAKEN FROM THE SITE, AS REQUESTED BY THE ENGINEER.

ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT
70

Page 50 of 158 ends

10' MULTI-USE PATH 2' SHOULDER 2' SHOULDER VARIES VARIES (N) EMBANKMENT, TYP SCARIFY & RECOMPACT UPPER 0.5' OF SUBGRADE TO 90% RELATIVE COMPACTION, TYP (N) 0.50' CLASS II AGGREGATE BASE TO 95% RELATIVE COMPACTION (TYP) (E) GROUND (N) 0.2' HMA TYPICAL SECTION - TYPE A (TRANSITIONAL) N.T.S. TYPICAL SECTION - TYPE C (SLOPE LEFT) N.T.S. 2:1 TYP (1.5:1 MAX) TYPICAL SECTION - TYPE B (SLOPE RIGHT) N.T.S. 10' MIN CLEAR BRIDGE SECTION VARIES SAFETY RAIL ALUMINUM DECKING TYPICAL SECTION - TYPE D (BRIDGE) N.T.S. 3:1 TYP (2:1 MAX) 1 1 2:1 SIDE SLOPES SHALL ONLY BE USED WHEN NEEDED TO REDUCE THE FILL SLOPE FOOTPRINT ADJACENT TO WETLANDS AND/OR AS NEEDED TO STAY WITHIN THE LIMITS OF DISTURBANCE AND/OR RIGHT-OF-WAY 2 TRAILSIDE SWALES SHALL BE CONSTRUCTED WHERE AN (E) SWALE EXISTS OR AS SHOWN ON THE PLANS 1' WIDE BOTTOM - MATCH (E) FLOWLINE OR AS SHOWN ON THE PLANS 2 TYPE A TYPICAL SECTION IS A TRANSITION SECTION FROM OTHER TYPICAL SECTION TYPES. ALTHOUGH SHOWN HERE AS 0% CROSS SLOPE, THE ACTUAL CROSS SLOPE SHALL TRANSITION UNIFORMLY FROM ONE SECTION TYPE TO ANOTHER. (E) RAILS AND TIES ARE IN PLACE (GENERALLY SOUTH OF WEST END ROAD). RAILS SHALL BE REMOVED AND STOCKPILED 10' MULTI-USE PATH 2' SHOULDER 2' SHOULDER VARIES VARIES (N) EMBANKMENT, TYP SCARIFY & RECOMPACT UPPER 0.5' OF SUBGRADE TO 90% RELATIVE COMPACTION, TYP (N) 0.50' CLASS II AGGREGATE BASE TO 95% RELATIVE COMPACTION (TYP) (E) GROUND (N) 0.2' HMA 2:1 TYP (1.5:1 MAX) 3:1 TYP (2:1 MAX) 1 1' WIDE BOTTOM - MATCH (E) FLOWLINE OR AS SHOWN ON THE PLANS 2 (E) RAILS AND TIES ARE IN PLACE (GENERALLY SOUTH OF WEST END ROAD). RAILS SHALL BE REMOVED AND STOCKPILED 10' MULTI-USE PATH 2' SHOULDER 2' SHOULDER VARIES VARIES (N) EMBANKMENT, TYP SCARIFY & RECOMPACT UPPER 0.5' OF SUBGRADE TO 90% RELATIVE COMPACTION, TYP (N) 0.50' CLASS II AGGREGATE BASE TO 95% RELATIVE COMPACTION (TYP) (E) GROUND (N) 0.2' HMA 2:1 TYP (1.5:1 MAX) 3:1 TYP (2:1 MAX) 1 1' WIDE BOTTOM - MATCH (E) FLOWLINE OR AS SHOWN ON THE PLANS 2 (E) RAILS AND TIES ARE IN PLACE (GENERALLY SOUTH OF WEST END ROAD). RAILS SHALL BE REMOVED AND STOCKPILED VARIES RIGHT-OF-WAY / EASEMENT FENCE (WHERE SHOWN) FENCE (WHERE SHOWN) VARIES RIGHT-OF-WAY / EASEMENT FENCE (WHERE SHOWN) FENCE (WHERE SHOWN) VARIES RIGHT-OF-WAY / EASEMENT FENCE (WHERE SHOWN) FENCE (WHERE SHOWN) VARIES RIGHT-OF-WAY / EASEMENT FENCE (WHERE SHOWN) FENCE (WHERE SHOWN) 1 2:1 SIDE SLOPES SHALL ONLY BE USED WHEN NEEDED TO REDUCE THE FILL SLOPE FOOTPRINT ADJACENT TO WETLANDS AND/OR AS NEEDED TO STAY WITHIN THE LIMITS OF DISTURBANCE AND/OR RIGHT-OF-WAY 2 TRAILSIDE SWALES SHALL BE CONSTRUCTED WHERE AN (E) SWALE EXISTS OR AS SHOWN ON THE PLANS 1 2:1 SIDE SLOPES SHALL ONLY BE USED WHEN NEEDED TO REDUCE THE FILL SLOPE FOOTPRINT ADJACENT TO WETLANDS AND/OR AS NEEDED TO STAY WITHIN THE LIMITS OF DISTURBANCE AND/OR RIGHT-OF-WAY 2 TRAILSIDE SWALES SHALL BE CONSTRUCTED WHERE AN (E) SWALE EXISTS OR AS SHOWN ON THE PLANS

ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT
70

Page 51 of 158 ends

10' MIN CLEAR BOARDWALK SECTION
VARIES SUPPORT BEAM SAFETY RAIL ALUMINUM DECKING HELICAL PILE, TYP (E) GROUND TYPICAL SECTION - TYPE E (BOARDWALK) N.T.S. TYPICAL SECTION - TYPE G (NARROWED TRAIL) N.T.S. VARIES RIGHT-OF-WAY / EASEMENT FENCE (WHERE SHOWN) 2.5'± TYPICAL SECTION - TYPE F (STEEPENED SLOPE ) N.T.S. 10' MULTI-USE PATH 2' SHOULDER 2' SHOULDER VARIES VARIES (N) EMBANKMENT, TYP SCARIFY & RECOMPACT UPPER 0.5' OF SUBGRADE TO 90% RELATIVE COMPACTION, TYP (N) 0.50' CLASS II AGGREGATE BASE TO 95% RELATIVE COMPACTION (TYP) (E) GROUND (N) 0.2' HMA 2:1 TYP (1.5:1 MAX) 3:1 TYP (2:1 MAX) 11' WIDE BOTTOM - MATCH (E) FLOWLINE OR AS SHOWN ON THE PLANS 2 VARIES RIGHT-OF-WAY / EASEMENT FENCE (WHERE SHOWN) FENCE (WHERE SHOWN) UNIAXIEL GEOGRID (4' WIDTH) TYP BIAXIEL GEOGRID (4' WIDTH) TYP1:1 (MAX) 1:1 1:1 12 " (TYP) REINFORCED EMBANKMENT VARIES RIGHT-OF-WAY / EASEMENT SWITCHGEAR FACILITY FENCE (N) 0.50' CLASS II AGGREGATE BASE TO 95% RELATIVE COMPACTION (TYP) (E) GROUND (N) 0.2' HMA 8' MULTI-USE PATH 2' SHOULDER 2' SHOULDER VARIES 10' PAVED WIDTH (N) EMBANKMENT, TYP 2:1 TYP (1.5:1 MAX) 3:1 TYP (2:1 MAX) 1 6" WIDE BOTTOM - SLOPED TO DRAIN 14'± DRIVEWAY VARIES SCARIFY, REGRADE AND RECOMPACT (E) AGGREGATE BASE TO 95% RELATIVE COMPACTION (TYP) (E) GROUND (N) 0.25' HMA 2:1± (MATCH EXISTING) TYPICAL SECTION - TYPE H (DRIVEWAY TO PARK 1 ) N.T.S. 1 2:1 SIDE SLOPES SHALL ONLY BE USED WHEN NEEDED TO REDUCE THE FILL SLOPE FOOTPRINT ADJACENT TO WETLANDS AND/OR AS NEEDED TO STAY WITHIN THE LIMITS OF DISTURBANCE AND/OR RIGHT-OF-WAY 2 TRAILSIDE SWALES SHALL BE CONSTRUCTED WHERE AN (E) SWALE EXISTS OR AS SHOWN ON THE PLANS

ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT
70

Page 52 of 158 ends

X X X CP: 2 CP MAGS ELEV. 53.75' N 2212826.92 E 5986538.48 CP: 4 3/8" REBAR W/ SHN CONTROL CAP ELEV. 40.03' N 2215387.83 E 5986951.70 CP: 6 3/8" REBAR W/ SHN CONTROL CAP ELEV. 40.40' N 2218490.95 E 5988804.00 CP: 8 3/8" REBAR W/ SHN CONTROL CAP ELEV. 48.18' N 2221004.14 E 5989625.76 CP: 10 CP 60D ELEV. 65.08' N 2221225.73 E 5991950.31 CP: 9 CP 1" GIP RPP W/ TACK CRIVELLI ELEV. 54.93' N 2221560.57 E 5990817.79 CP: 11 CP 60D ELEV. 71.16' N 2220462.90 E 5992483.79 CP: 12 CP 60D ELEV. 74.73' N 2220290.32 E 5994435.47 CP: 7 CP MAGS ELEV. 44.18' N 2219681.30 E 5989331.76 CP: 5 CP MAGS ELEV. 39.73' N 2217493.28 E 5988300.95 CP: 3 CP 60D ELEV. 48.65' N 2213858.74 E 5986536.83 CP: 1 3/8" REBAR W/ SHN CONTROL CAP ELEV. 51.29' N 2210529.44 E 5985365.46 ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT NOTE: 1. ADDITIONAL STAGING AND ACCESS POINTS HAVE BEEN DETERMINED BUT REQUIRE COORDINATION WITH THE ADJACENT PROPERTY OWNER. 2. ADDITIONAL CONTROL POINTS ARE AVAILABLE AND WILL BE PROVIDED TO THE AWARDED CONTRACTOR. - POTENTIAL STAGING AREAS 70

Page 53 of 158 ends

/// /// /// /// /// /// /// AC ACAC NWPRR R/W SD SD SD SD SD W W W W W W W W W W W /// /// /// /// /// /// /// /// /// /// ///
///
/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// YIELD /// /// /// /// /// /// /// /// /// /// SD SD SD SD SD SD SD SD SD /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 0+00 1+00 2+00 3+00 4+00 5+00 SD SD SD SD TEXT SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 0+00 1+00 2+00 3+00 4+00 5+00 0+00 1+00 2+00 3+00 4+00 5+00 SD SD SD SD TEXT SD SD SD SD 0+00 1+00 2+00 3+00 4+00 5+00 SD SD SD SD TEXT SD SD SD SD

ELEVATION
ELEVATION 455055606570 455055606570
EG
FG 0+25
EG 52.22
FG 0+50
EG 52.47
FG 52.47 0+75 1+00 EG 52.05
FG 52.79
EG 52.38
FG 53.15 1+25
EG 52.75
FG 53.51 1+50
EG 53.16
FG 53.91 1+75 2+00 EG 53.57
FG 54.32
EG 53.93
FG 54.68 2+25
EG 54.28
FG 55.05 2+50
EG 54.63
FG 55.42 2+75 3+00 EG 55.04
FG 55.79
EG 55.42
FG 56.15 3+25
EG 55.79
FG 56.52 3+50
EG 56.18
FG 56.89 3+75 4+00 EG 56.50
FG 57.25
EG 56.92
FG 57.60 4+25
EG 57.28
FG 57.94 4+50
EG 57.60
FG 58.29 4+75 0.51% 3.00% 1.50% 1.50% EL = 51.00 STA = 1+02.67 EL = 51.50 STA = 2+00.00 EL = 54.50 STA = 3+00.00 EL = 56.00 STA = 4+00.00 EL = 57.50 STA = 5+00.00 2.50% 2.00% 1.50% 2.00% EL = 49.00 STA = 1+00.00 EL = 51.50 STA = 2+00.00 EL = 53.50 STA = 3+00.00 EL = 55.00 STA = 4+00.00 EL = 57.00 STA = 5+00.00 1.26% 1.43% 1.63% 1.47% 1.46% 1.38% STA = 0+72.91
EL = 52.44
STA = 2+00.03
EL = 54.32
STA = 4+00.03
EL = 57.25
STA = 2+78.24
EL = 53.06
STA = 2+58.34
EL = 52.67
STA = 1+53.74
EL = 53.56
STA = 0+95.76
EL = 52.73
STA = 3+00.00
EL = 55.79
STA = 5+00.00
EL = 58.63
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE SKATE PARK LARSON PARK 16 REPLACE (E) 12" CMP W/ (N) 18" HDPE, 30'± 19 1 21 18" HDPE, 20'± 16 SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION C 0+80 39+78 10 9 14', DIR. BURY 16 18" HDPE, 30'± 70

Page 54 of 158 ends

HIGHWAY 101 SOUTH SUNSET AVENUE OFF RAMP
101 SOUTH
ENUE OFF RAMP SS SS SS SS SS SS SS SS SS /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 5+00 6+00 7+00 8+00 9+00 10+00 SD SD SD SD SD SD SD 5+00 6+00 7+00 8+00 9+00 10+00 5+00 6+00 7+00 8+00 9+00 10+00 SD SD SD SD SD SD SD 5+00 6+00 7+00 8+00 9+00 10+00 SD SD SD SD SD SD SD

ELEVATION
ELEVATION 505560657075 505560657075
EG 58.23
FG 58.92 5+25
EG 58.54
FG 59.20 5+50
EG 58.78
FG 59.48 5+75 6+00 EG 59.01
FG 59.76
EG 59.20
FG 59.93 6+25
EG 59.32
FG 60.10 6+50
EG 59.47
FG 60.26 6+75 7+00 EG 59.68
FG 60.43
EG 59.89
FG 60.62 7+25
EG 60.08
FG 60.80 7+50
EG 60.27
FG 60.99 7+75 8+00 EG 60.43
FG 61.18
EG 60.55
FG 61.31 8+25
EG 60.67
FG 61.45 8+50
EG 60.81
FG 61.59 8+75 9+00 EG 60.98
FG 61.73
EG 61.14
FG 61.83 9+25
EG 61.27
FG 61.94 9+50
EG 61.34
FG 62.04 9+75 EL = 57.50 STA = 5+00.00 EL = 58.50 STA = 6+00.00 EL = 59.00 STA = 7+00.00 EL = 59.50 STA = 8+00.00 EL = 60.80 STA = 9+00.00 EL = 60.90 STA = 10+00.00 1.00% 1.00% 0.50% 0.50% 0.50% EL = 57.00 STA = 5+00.00 EL = 58.00 STA = 6+00.00 EL = 59.00 STA = 7+00.00 EL = 59.50 STA = 8+00.00 EL = 60.00 STA = 9+00.00 EL = 60.50 STA = 10+00.00 STA = 6+40.00
EL = 58.70
STA = 7+57.50
EL = 59.28
STA = 6+60.00
EL = 58.80
STA = 7+42.50
EL = 59.21
STA = 5+00.00
EL = 58.63
STA = 6+00.00
EL = 59.76
STA = 7+00.00
EL = 60.43
STA = 8+00.00
EL = 61.18
STA = 9+00.00
EL = 61.73
STA = 10+00.00
EL = 62.15 1.13% 0.67% 0.74% 0.55% 0.42%
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE LARSON PARK 21 1 SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION C 0+80 39+78 18" HDPE, 20' 16 16 12" HDPE, 15' 19 19 21 12" HDPE, 15' 16 18" HDPE, 20' 16 14', DIR BURY 14', DIR BURY 70

Page 55 of 158 ends

TODD COURT AC TODD COURT /// /// /// /// /// AC JP NWPRR R/W /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ///
/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ///

GAS GAS GAS GAS GAS GAS W W W W SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W SD SD SD /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 2255 TODD CT 2575 TODD CT 10+00 11+00 12+00 13+00 14+00 15+00 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 10+00 11+00 12+00 13+00 14+00 15+00 10+00 11+00 12+00 13+00 14+00 15+00 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 10+00 11+00 12+00 13+00 14+00 15+00 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

ELEVATION
ELEVATION 505560657075 505560657075
EG 61.45
FG 62.16 10+25
EG 61.47
FG 62.18 10+50
EG 61.48
FG 62.20 10+75 11+00 EG 61.47
FG 62.22
EG 61.43
FG 62.16 11+25
EG 61.37
FG 62.10 11+50
EG 61.29
FG 62.04 11+75 12+00 EG 61.23
FG 61.98
EG 61.14
FG 61.81 12+25
EG 60.94
FG 61.64 12+50
EG 60.73
FG 61.47 12+75 13+00 EG 60.55
FG 61.30
EG 60.36
FG 61.08 13+25
EG 60.23
FG 60.86 13+50
EG 59.95
FG 60.64 13+75 14+00 EG 59.67
FG 60.42
EG 59.48
FG 60.27 14+25
EG 59.31
FG 60.12 14+50
EG 59.14
FG 59.97 14+75 0.10% -0.20% -0.70% -1.10% -1.56% EL = 60.90 STA = 10+00.00 EL = 61.00 STA = 11+00.00 EL = 60.80 STA = 12+00.00 EL = 60.10 STA = 13+00.00 EL = 59.00 STA = 14+00.00 EL = 58.58 STA = 14+26.77 0.30% -0.30% -0.50% -1.00% EL = 60.50 -1.00% STA = 10+00.00 EL = 60.80 STA = 11+00.00 EL = 60.50 STA = 12+00.00 EL = 60.00 STA = 13+00.00 EL = 59.00 STA = 14+00.00 EL = 58.00 STA = 15+00.00 0.07% -0.24% -0.68% -0.88% -0.60% STA = 11+00.00
EL = 62.22
STA = 12+99.98
EL = 61.30
STA = 14+00.00
EL = 60.42
STA = 12+00.00
EL = 61.98
STA = 15+00.00
EL = 59.82
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 21 21 1 TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION C 0+80 39+78 21 19 19 19 14', DIR BURY 14', DIR BURY 14', DIR BURY 70

Page 56 of 158 ends

JP TODD COURT HIGHWAY 101 SOUTH SUNSET AVENUE OFF RAMP NWPRR R/W /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// SS SS SS SS SS SS SS SS W W W W

SD SD SD SD SD SD SD W SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W W W W W W W SD SD SD SD SD SD SD SD SS /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 15+00 16+00 17+00 18+00 19+00 20+00 X X X X X X X X X X X X X X X X X X X X X X X X X X SD SD SD 15+00 16+00 17+00 18+00 19+00 20+00 15+00 16+00 17+00 18+00 19+00 20+00 X X X X X X X X X X X X X X X X X X X X X X X X X X SD SD SD 15+00 16+00 17+00 18+00 19+00 20+00 X X X X X X X X X X X X X X X X X X X X X X X X X X SD SD SD

ELEVATION
ELEVATION 455055606570 455055606570
EG 59.02
FG 59.74 15+25
EG 58.84
FG 59.65 15+50
EG 58.86
FG 59.57 15+75 16+00 EG 58.73
FG 59.48
EG 58.59
FG 59.37 16+25
EG 58.48
FG 59.26 16+50
EG 58.37
FG 59.15 16+75 17+00 EG 58.28
FG 59.03
EG 58.22
FG 58.91 17+25
EG 58.13
FG 58.78 17+50
EG 57.96
FG 58.65 17+75 18+00 EG 57.78
FG 58.53
EG 57.59
FG 58.49 18+25
EG 57.58
FG 58.45 18+50
EG 57.60
FG 58.41 18+75 19+00 EG 57.62
FG 58.37
EG 57.56
FG 58.29 19+25
EG 57.48
FG 58.22 19+50
EG 57.40
FG 58.14 19+75 -0.50% -0.50% -0.10% -0.10% -0.80% EL = 58.00 STA = 15+00.00 EL = 57.50 STA = 16+00.00 EL = 57.00 STA = 17+00.00 EL = 56.90 STA = 18+00.00 EL = 56.80 STA = 19+00.00 EL = 56.00 STA = 20+00.00 -0.34% -0.45% -0.51% -0.16% -0.31% STA = 16+00.00
EL = 59.48
STA = 17+00.00
EL = 59.03
STA = 18+99.99
EL = 58.37
STA = 20+00.00
EL = 58.06
STA = 17+99.99
EL = 58.53
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL CAL POLY HUMBOLDT - STUDENT HOUSING (HINARR HU MOULIK) 19 21 21 1 TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION C 0+80 39+78 14', DIR BURY 14', DIR BURY 70

Page 57 of 158 ends

JP SAINT LOUIS ROAD HIGHWAY 101 SOUTH AC NWPRR R/W /// /// W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 20+00 21+00 22+00 23+00 24+00 25+00 SD SD SD SD SD SD /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 20+00 21+00 22+00 23+00 24+00 25+00 20+00 21+00 22+00 23+00 24+00 25+00 SD SD SD SD SD SD 52545658606264 20+00 21+00 22+00 23+00 24+00 25+00 SD SD SD SD SD SD

ELEVATION
ELEVATION 455055606570 455055606570
EG 57.21
FG 57.99 20+25
EG 57.15
FG 57.91 20+50
EG 57.05
FG 57.83 20+75 21+00 EG 57.00
FG 57.75
EG 56.94
FG 57.65 21+25
EG 56.82
FG 57.55 21+50
EG 56.71
FG 57.44 21+75 22+00 EG 56.59
FG 57.34
EG 56.47
FG 57.23 22+25
EG 56.36
FG 57.13 22+50
EG 56.25
FG 57.02 22+75 23+00 EG 56.17
FG 56.92
EG 56.11
FG 56.81 23+25
EG 56.03
FG 56.70 23+50
EG 55.89
FG 56.60 23+75 24+00 EG 55.74
FG 56.49
EG 55.61
FG 56.35 24+25
EG 55.49
FG 56.21 24+50
EG 55.35
FG 56.08 24+75 -0.50% -0.50% -0.40% -0.40% -0.40% EL = 56.00 STA = 20+00.00 EL = 55.50 STA = 21+00.00 EL = 55.00 STA = 22+00.00 EL = 54.60 STA = 23+00.00 EL = 54.20 STA = 24+00.00 EL = 53.80 STA = 25+00.00 -0.50% -0.20% -0.30% -0.30% -0.20% EL = 56.50 STA = 20+00.00 EL = 56.00 STA = 21+00.00 EL = 55.80 STA = 22+00.00 EL = 55.50 STA = 23+00.00 EL = 55.20 STA = 24+00.00 EL = 55.00 STA = 25+00.00 STA = 23+37.76
EL = 55.39
STA = 23+22.85
EL = 55.43
STA = 20+10.67
EL = 56.45
STA = 20+25.58
EL = 56.37 -0.31% -0.41% -0.42% -0.43% -0.55%
STA = 20+00.00
EL = 58.06
STA = 21+00.00
EL = 57.75
STA = 22+99.99
EL = 56.92
STA = 25+00.00
EL = 55.94
STA = 22+00.00
EL = 57.34
STA = 23+99.99
EL = 56.49
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 1 21 21 21 TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION C 0+80 39+78 16 18" HDPE, 15' 16 18" HDPE, 15' 4 43 3 19 16 18" HDPE, 15' 16 18" HDPE, 15' 14', DIR BURY 14', DIR BURY 14', DIR BURY CAL POLY HUMBOLDT - STUDENT HOUSING (HINARR HU MOULIK) 70

Page 58 of 158 ends

NWPRR R/W /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 2935 ST LOUIS RD 25+00 26+00 27+00 28+00 29+00 30+00 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 25+00 26+00 27+00 28+00 29+00 30+00 25+00 26+00 27+00 28+00 29+00 30+00 25+00 26+00 27+00 28+00 29+00 30+00

ELEVATION
ELEVATION 404550556065 404550556065
EG 55.03
FG 55.79 25+25
EG 54.87
FG 55.63 25+50
EG 54.70
FG 55.48 25+75 26+00 EG 54.58
FG 55.33
EG 54.46
FG 55.20 26+25
EG 54.34
FG 55.08 26+50
EG 54.21
FG 54.96 26+75 27+00 EG 54.09
FG 54.84
EG 54.03
FG 54.75 27+25
EG 53.97
FG 54.66 27+50
EG 53.83
FG 54.58 27+75 28+00 EG 53.59
FG 54.39
EG 53.37
FG 54.20 28+25
EG 53.20
FG 54.01 28+50
EG 53.03
FG 53.82 28+75 29+00 EG 52.88
FG 53.63
EG 52.70
FG 53.43 29+25
EG 52.46
FG 53.23 29+50
EG 52.29
FG 53.02 29+75 -0.30% -0.50% -0.20% -0.80% -1.00% EL = 53.80 STA = 25+00.00 EL = 53.50 STA = 26+00.00 EL = 53.00 STA = 27+00.00 EL = 52.80 STA = 28+00.00 EL = 52.00 STA = 29+00.00 EL = 51.00 STA = 30+00.00 -0.50% -0.50% -0.50% -0.50% -2.00% EL = 55.00 STA = 25+00.00 EL = 54.50 STA = 26+00.00 EL = 54.00 STA = 27+00.00 EL = 53.63 STA = 27+75.00 EL = 53.00 STA = 29+00.00 EL = 51.00 STA = 30+00.00 -0.61% -0.49% -0.35% -0.75% -0.82% STA = 25+00.00
EL = 55.94
STA = 26+00.00
EL = 55.33
STA = 27+00.00
EL = 54.84
STA = 29+00.00
EL = 53.63
STA = 27+75.00
EL = 54.58
STA = 30+00.00
EL = 52.82
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 1 TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION C 0+80 39+78 70

Page 59 of 158 ends

ST LOUIS OVERPASS
HIGHWAY 101 SOUTH

NWPRR R/W SS SS SS SS SS SS SS
SD SD SD SS SS SS SS SS SD SD /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 3122 ST LOUIS RD 30+00 31+00 32+00 33+00 34+00 35+00 30+00 31+00 32+00 33+00 34+00 35+00 30+00 31+00 32+00 33+00 34+00 35+00 30+00 31+00 32+00 33+00 34+00 35+00

ELEVATION
ELEVATION 404550556065 404550556065
EG 51.83
FG 52.58 30+25
EG 51.25
FG 52.01 30+50
EG 50.66
FG 51.44 30+75 31+00 EG 50.12
FG 50.87
EG 49.68
FG 50.43 31+25
EG 49.24
FG 49.99 31+50
EG 49.13
FG 49.88 31+75 32+00 EG 49.02
FG 49.77
EG 49.02
FG 49.76 32+25
EG 49.18
FG 49.93 32+50
EG 49.33
FG 50.11 32+75 33+00 EG 49.53
FG 50.28
EG 49.75
FG 50.49 33+25
EG 50.06
FG 50.71 33+50
EG 50.29
FG 50.93 33+75 34+00 EG 50.44
FG 51.15
EG 50.38
FG 51.04 34+25
EG 50.29
FG 50.93 34+50
EG 50.09
FG 50.81 34+75 -4.00% EL = 51.00 STA = 30+00.00 EL = 49.00 STA = 30+50.00 -0.13% -0.87% EL = 50.00 STA = 34+00.00 EL = 49.94 STA = 34+50.00 EL = 49.50 STA = 35+00.00 EL = 51.00 -0.50% STA = 34+00.00 EL = 50.50 STA = 35+00.00 -0.94% -2.28% -1.77% 0.87% -0.45% -0.43% 0.68% STA = 30+24.98
EL = 52.58
STA = 31+50.00
EL = 49.99
STA = 33+00.00
EL = 50.28
STA = 34+00.01
EL = 51.15
STA = 34+99.99
EL = 50.70
STA = 32+16.27
EL = 49.70
STA = 31+00.00
EL = 50.87
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 1 TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION C 0+80 39+78 70

Page 60 of 158 ends

SOUTH NWPRR R/W NWPRR R/W

SD SD SD SD
SD W W W W W W W W W W W /// /// W /// /// /// /// /// /// /// /// /// /// 3136 ST LOUIS RD 35+00 36+00 37+00 38+00 39+00 40+00 35+00 36+00 37+00 38+00 39+00 40+00 35+00 36+00 37+00 38+00 39+00 40+00 35+00 36+00 37+00 38+00 39+00 40+00

ELEVATION
ELEVATION 404550556065 404550556065
EG 49.82
FG 50.57 35+25
EG 49.63
FG 50.45 35+50
EG 49.34
FG 50.07 35+75 36+00 EG 48.96
FG 49.69
EG 48.56
FG 49.31 36+25
EG 48.58
FG 49.39 36+50
EG 48.64
FG 49.46 36+75 37+00 EG 48.73
FG 49.54
EG 48.75
FG 49.62 37+25
EG 49.08
FG 49.71 37+50
EG 49.21
FG 49.62 37+75 38+00 EG 48.91
FG 49.19
EG 48.52
FG 49.07 38+25
EG 48.10
FG 48.95 38+50
EG 48.02
FG 48.82 38+75 39+00 EG 47.95
FG 48.70
EG 47.88
FG 48.54 39+25
EG 47.66
FG 48.38 39+50
EG 47.46
FG 48.21 39+75 -1.62% -2.38% EL = 49.50 STA = 35+00.00 EL = 48.69 STA = 35+50.00 EL = 47.50 STA = 36+00.00 -1.99% -3.01% EL = 50.50 STA = 35+00.00 EL = 49.50 STA = 35+50.00 EL = 48.00 STA = 36+00.00 -1.31% -0.74% -0.50% EL = 48.96 STA = 38+05.16 EL = 48.37 STA = 38+49.97 EL = 48.00 STA = 39+00.00 EL = 47.50 STA = 40+00.00 -0.51% -1.51% 0.30% 0.38% -0.49% -0.65% -1.89% -1.55% STA = 35+49.97
EL = 50.45
STA = 37+25.00
EL = 49.62
STA = 39+00.01
EL = 48.70
STA = 40+00.00
EL = 48.05
STA = 38+00.00
EL = 49.19
STA = 37+89.00
EL = 49.36
STA = 37+66.94
EL = 49.78
STA = 36+25.01
EL = 49.31
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION C 0+80 39+78 A 39+78 40+08 1 17 21 14', DIR BURY 14 14 70

Page 61 of 158 ends

NWPRR R/W W W W W W W W W W W W W W W W W W W W 3000 ST LOUIS RD X X X X X X X 40+00 41+00 42+00 43+00 44+00 45+00 3390 WEST END RD 40+00 41+00 42+00 43+00 44+00 45+00 X X X X X X X 40+00 41+00 42+00 43+00 44+00 45+00 X X X X X X X 40+00 41+00 42+00 43+00 44+00 45+00

ELEVATION
ELEVATION 354045505560 354045505560
EG 46.97
FG 47.86 40+25
EG 46.81
FG 47.67 40+50
EG 46.66
FG 47.47 40+75 41+00 EG 46.53
FG 47.28
EG 46.58
FG 47.06 41+25
EG 46.20
FG 46.83 41+50
EG 45.84
FG 46.61 41+75 42+00 EG 45.63
FG 46.38
EG 45.63
FG 46.46 42+25
EG 45.71
FG 46.53 42+50
EG 45.86
FG 46.60 42+75 43+00 EG 45.93
FG 46.68
EG 45.89
FG 46.65 43+25
EG 45.88
FG 46.63 43+50
EG 45.77
FG 46.52 43+75 44+00 EG 45.66
FG 46.41
EG 45.52
FG 46.23 44+25
EG 45.31
FG 46.06 44+50
EG 44.94
FG 45.72 44+75 -1.00% -1.00% -0.50% -0.50% -0.50% EL = 47.50 STA = 40+00.00 EL = 46.50 STA = 41+00.00 EL = 45.50 STA = 42+00.00 EL = 45.00 STA = 43+00.00 EL = 44.50 STA = 44+00.00 EL = 44.00 STA = 45+00.00 -0.77% -0.90% 0.29% -0.08% -0.45% -0.70% -1.35% STA = 41+00.01
EL = 47.28
STA = 43+00.01
EL = 46.68
STA = 44+50.00
EL = 46.06
STA = 43+99.99
EL = 46.41
STA = 45+00.00
EL = 45.38
STA = 43+50.00
EL = 46.63
STA = 42+00.00
EL = 46.38
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION A 39+78 40+08 B 40+08 51+84 12 6' CHAIN LINK 170 70

Page 62 of 158 ends

AC HIGHWAY 101 NORTH HIGHWAY 101 SOUTH AMRRR R/W NWPRR R/W W W GAS GAS GAS GAS GAS GAS W W W W W W SD SD SD SD SD /// /// /// /// /// /// /// W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W X X X X X X X 45+00 46+00 47+00 48+00 49+00 49+98 50+00 /// /// /// /// /// /// /// /// /// /// /// /// 45+00 46+00 47+00 48+00 49+00 49+98 X X X X X X X 45+00 46+00 47+00 48+00 49+00 49+98 50+00 X X X X X X X 45+00 46+00 47+00 48+00 49+00 49+98 50+00

ELEVATION
ELEVATION 354045505560 354045505560
EG 44.62
FG 45.35 45+25
EG 44.56
FG 45.32 45+50
EG 44.56
FG 45.29 45+75 46+00 EG 44.52
FG 45.27
EG 44.45
FG 45.15 46+25
EG 44.21
FG 45.04 46+50
EG 43.99
FG 44.82 46+75 47+00 EG 43.85
FG 44.60
EG 43.82
FG 44.61 47+25
EG 43.87
FG 44.62 47+50
EG 43.75
FG 44.46 47+75 48+00 EG 43.55
FG 44.30
EG 43.46
FG 44.15 48+25
EG 43.32
FG 44.00 48+50
EG 43.15
FG 43.85 48+75 49+00 EG 42.95
FG 43.70
EG 42.73
FG 43.52 49+25
EG 42.56
FG 43.33 49+50
EG 42.39
FG 43.15 49+75 -0.50% -0.50% -0.50% -0.50% -0.50% EL = 44.00 STA = 45+00.00 EL = 43.50 STA = 46+00.00 EL = 43.00 STA = 47+00.00 EL = 42.50 STA = 48+00.00 EL = 42.00 STA = 49+00.00 EL = 41.50 STA = 50+00.00 -0.11% -0.46% -0.87% 0.03% -0.63% -0.60% -0.74% STA = 45+99.98
EL = 45.27
STA = 47+00.00
EL = 44.60
STA = 48+99.98
EL = 43.70
STA = 49+98.26
EL = 42.98
STA = 47+99.99
EL = 44.30
STA = 47+49.99
EL = 44.62
STA = 46+50.00
EL = 45.04
STA = 45+00.00
EL = 45.38
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 1 TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION B 40+08 51+54 12 6' CHAIN LINK 70

Page 63 of 158 ends

49+98 50+00 51+00 52+00 53+00 54+00 55+00 W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS W W W W W W W SD SD SD SD SD SD W W W W W W W W W SD SD SD SD SS SS SS SS SS SS GAS SS GAS GAS GAS GAS GAS W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// W W W W W W W W W W W W W W W W W /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 49+98 50+00 51+00 52+00 53+00 54+00 55+00 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 49+98 50+00 51+00 52+00 53+00 54+00 55+00

ELEVATION
ELEVATION 303540455055 303540455055
EG 41.97
FG 42.30 50+25
EG 41.73
FG 42.36 50+50
EG 41.61
FG 42.44 50+75 51+00 EG 41.59
FG 42.53
EG 41.74
FG 42.62 51+25
EG 41.49
FG 42.33 51+50
EG 41.36
FG 41.76 51+75 52+00 EG 40.82
FG 41.40
EG 40.70
FG 41.43 52+25
EG 40.63
FG 41.45 52+50
EG 40.60
FG 41.40 52+75 53+00 EG 40.56
FG 41.36
EG 40.49
FG 41.35 53+25
EG 40.49
FG 41.34 53+50
EG 40.47
FG 41.33 53+75 54+00 EG 40.52
FG 41.32
EG 40.59
FG 41.35 54+25
EG 40.57
FG 41.37 54+50
EG 40.45
FG 41.36 54+75
STA = 51+35.59
EL = 42.65
STA = 52+50.00
EL = 41.45
STA = 54+00.00
EL = 41.32
STA = 53+00.00
EL = 41.26 0.25% -0.05% 0.35% 0.10% -0.18% -0.03% 0.09% -2.28% -1.78% STA = 50+56.19
EL = 42.38
STA = 51+76.00
EL = 41.73
STA = 51+95.00
EL = 41.39
STA = 54+50.00
EL = 41.37
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 9 10 1 TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION B 40+08 51+54 A 51+54 51+84 C 51+84 78+54 311 17 18 14', DIR BURY 21 5 70

Page 64 of 158 ends

55+00 56+00 57+00 58+00 59+00 60+00 AMRRR R/W NWPRR R/W W W W W W W W W W W W W W W WSS SS W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// W W W W W W W W W W W W W W W W W W W W W W /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 55+00 56+00 57+00 58+00 59+00 60+00 55+00 56+00 57+00 58+00 59+00 60+00

ELEVATION
ELEVATION 303540455055 303540455055
EG 40.21
FG 41.30 55+25
EG 40.26
FG 41.25 55+50
EG 40.41
FG 41.20 55+75 56+00 EG 40.30
FG 41.14
EG 40.22
FG 41.11 56+25
EG 40.20
FG 41.08 56+50
EG 40.17
FG 41.06 56+75 57+00 EG 40.21
FG 41.03
EG 40.25
FG 41.05 57+25
EG 40.29
FG 41.08 57+50
EG 40.31
FG 41.10 57+75 58+00 EG 40.33
FG 41.13
EG 40.35
FG 41.16 58+25
EG 40.41
FG 41.18 58+50
EG 40.41
FG 41.21 58+75 59+00 EG 40.43
FG 41.23
EG 40.44
FG 41.28 59+25
EG 40.49
FG 41.33 59+50
EG 40.56
FG 41.38 59+75
STA = 56+04.41
EL = 41.13
STA = 57+04.41
EL = 41.02
STA = 58+04.41
EL = 41.14
STA = 59+04.42
EL = 41.24 -0.21% -0.11% 0.12% 0.10% 0.21%
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 1 TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION C 51+84 78+54 70

Page 65 of 158 ends

60+00 61+00 62+00 63+00 64+00 65+00 /// /// /// /// /// /// /// /// /// ////// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS /// /// /// /// /// W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 60+00 61+00 62+00 63+00 64+00 65+00 /// /// /// /// /// /// /// /// /// /// /// /// 60+00 61+00 62+00 63+00 64+00 65+00

ELEVATION
ELEVATION 303540455055 303540455055
EG 40.69
FG 41.46 60+25
EG 40.72
FG 41.48 60+50
EG 40.72
FG 41.50 60+75 61+00 EG 40.71
FG 41.51
EG 40.72
FG 41.53 61+25
EG 40.74
FG 41.54 61+50
EG 40.75
FG 41.57 61+75 62+00 EG 41.11
FG 41.58
EG 41.09
FG 41.56 62+25
EG 40.96
FG 41.52 62+50
EG 40.61
FG 41.43 62+75 63+00 EG 40.48
FG 41.31
EG 40.35
FG 41.22 63+25
EG 40.29
FG 41.13 63+50
EG 40.30
FG 41.19 63+75 64+00 EG 40.33
FG 41.29
EG 40.48
FG 41.33 64+25
EG 40.47
FG 41.37 64+50
EG 40.45
FG 41.40 64+75
STA = 61+04.41
EL = 41.52
STA = 62+46.22
EL = 41.53
STA = 63+54.41
EL = 41.12 -0.35% 0.38% 0.07% 0.06% 0.10% -0.11% -0.36% -0.50% 0.14% STA = 61+54.41
EL = 41.55
STA = 61+94.59
EL = 41.59
STA = 62+79.41
EL = 41.41
STA = 63+04.41
EL = 41.29
STA = 64+04.41
EL = 41.31
STA = 60+04.41
EL = 41.45
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION C 51+84 78+54 17 11 11 21 21 1 1 14', DIR BURY 14', DIR BURY 14 14 70

Page 66 of 158 ends

65+00 66+00 67+00 68+00 69+00 70+00
PT: 64+82.59 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// MB AMRRR R/W NWPRR R/W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 65+00 66+00 67+00 68+00 69+00 70+00 /// /// /// /// /// /// /// /// /// /// /// /// /// /// 65+00 66+00 67+00 68+00 69+00 70+00

ELEVATION
ELEVATION 303540455055 303540455055
EG 40.61
FG 41.66 65+25
EG 40.56
FG 41.93 65+50
EG 41.21
FG 42.20 65+75 66+00 EG 41.67
FG 42.34
EG 41.70
FG 42.35 66+25
EG 41.39
FG 42.13 66+50
EG 41.12
FG 41.86 66+75 67+00 EG 40.69
FG 41.60
EG 40.57
FG 41.51 67+25
EG 40.60
FG 41.46 67+50
EG 40.59
FG 41.41 67+75 68+00 EG 40.56
FG 41.36
EG 40.50
FG 41.31 68+25
EG 40.45
FG 41.27 68+50
EG 40.41
FG 41.22 68+75 69+00 EG 40.36
FG 41.17
EG 40.32
FG 41.14 69+25
EG 40.31
FG 41.13 69+50
EG 40.30
FG 41.11 69+75
STA = 65+04.42
EL = 41.44
STA = 66+09.99
EL = 42.39
STA = 68+04.41
EL = 41.35
STA = 69+04.41
EL = 41.16
STA = 67+04.42
EL = 41.55
STA = 66+29.41
EL = 42.34
STA = 65+77.35
EL = 42.23 -0.20% -0.07% 0.48% -0.20% -0.22% 1.08% -1.06% ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 1 17 TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION C 51+84 78+54 21 21 11 11 14', DIR BURY 14', DIR BURY 14 14 70

Page 67 of 158 ends

70+00 71+00 72+00 73+00 74+00 75+00 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ///
/// ////// /// /// /// /// /// /// /// /// /// /// /// WM /// /// /// /// /// /// FIGAS FIGAS AMRRR R/W NWPRR R/W W W W W W W W W W WSS W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS GAS GAS GAS GAS GAS GAS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 70+00 71+00 72+00 73+00 74+00 75+00 X X X X X X X X X X 70+00 71+00 72+00 73+00 74+00 75+00 X X X X X X X X X X

ELEVATION
ELEVATION 303540455055 303540455055
EG 40.30
FG 41.15 70+25
EG 40.34
FG 41.22 70+50
EG 40.53
FG 41.34 70+75 71+00 EG 40.70
FG 41.51
EG 40.61
FG 41.57 71+25
EG 40.76
FG 41.61 71+50
EG 40.72
FG 41.64 71+75 72+00 EG 40.83
FG 41.68
EG 40.92
FG 41.63 72+25
EG 40.91
FG 41.56 72+50
EG 40.81
FG 41.49 72+75 73+00 EG 40.79
FG 41.43
EG 40.74
FG 41.42 73+25
EG 40.82
FG 41.42 73+50
EG 40.75
FG 41.41 73+75 74+00 EG 40.66
FG 41.40
EG 40.55
FG 41.39 74+25
EG 40.57
FG 41.38 74+50
EG 40.68
FG 41.37 74+75 -0.90% EL = 40.90 STA = 74+04.41
STA = 70+04.42
EL = 41.09
STA = 71+04.42
EL = 41.54
STA = 72+98.31
EL = 41.43
STA = 72+04.41
EL = 41.68
STA = 70+62.85
EL = 41.25 0.28% 0.70% 0.14% -0.27% -0.02% -0.04%
STA = 73+88.50
EL = 41.41
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 1 17 TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION C 51+84 78+54 12 6' CHAIN LINK 11 11 21 21 14', DIR BURY 14', DIR BURY 14 14 70

Page 68 of 158 ends

75+00 76+00 77+00 78+00 79+00 80+00 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// FIGAS FIGAS FIGAS AMRRR R/W NWPRR R/W W W W SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ///
/// 75+00 76+00 77+00 78+00 79+00 80+00 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 75+00 76+00 77+00 78+00 79+00 80+00 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

ELEVATION
ELEVATION 303540455055 303540455055
EG 40.39
FG 41.35 75+25
EG 40.36
FG 41.35 75+50
EG 40.48
FG 41.34 75+75 76+00 EG 40.52
FG 41.34
EG 40.48
FG 41.33 76+25
EG 40.30
FG 41.17 76+50
EG 39.93
FG 40.97 76+75 77+00 EG 39.83
FG 40.77
EG 39.78
FG 40.75 77+25
EG 39.76
FG 40.77 77+50
EG 39.88
FG 40.79 77+75 78+00 EG 39.99
FG 40.81
EG 40.00
FG 40.79 78+25
EG 39.96
FG 40.76 78+50
EG 39.92
FG 40.74 78+75 79+00 EG 39.86
FG 40.72
EG 39.67
FG 40.71 79+25
EG 39.76
FG 40.70 79+50
EG 39.84
FG 40.70 79+75 0.00% 0.00% EL = 40.00 STA = 75+04.41 EL = 40.00 STA = 76+04.41 EL = 40.00 STA = 77+04.41 STA = 75+04.41
EL = 41.36
STA = 76+29.47
EL = 41.33
STA = 78+04.41
EL = 40.81
STA = 79+04.41
EL = 40.71 -0.02% -0.80% 0.07% -0.10% -0.02%
STA = 77+04.40
EL = 40.73
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE Feet 1:240 0 20 40 10 SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 1 TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION C 51+84 78+54 B 78+54 90+05 19 12 6' CHAIN LINK 12 6' BETA 70

Page 69 of 158 ends

80+00 81+00 82+00 83+00 84+00 85+00 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// FIGAS SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 80+00 81+00 82+00 83+00 84+00 85+00 X X X X X X X X X X X X X X X X X X X X X X X X X X X X /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 4700 WEST END RD 80+00 81+00 82+00 83+00 84+00 85+00 X X X X X X X X X X X X X X X X X X X X X X X X X X X X

ELEVATION
ELEVATION 303540455055 303540455055
EG 39.83
FG 40.68 80+25
EG 39.83
FG 40.67 80+50
EG 39.89
FG 40.66 80+75 81+00 EG 39.94
FG 40.65
EG 39.98
FG 40.68 81+25
EG 40.01
FG 40.71 81+50
EG 40.04
FG 40.75 81+75 82+00 EG 40.02
FG 40.78
EG 40.07
FG 40.86 82+25
EG 40.34
FG 40.95 82+50
EG 40.30
FG 40.98 82+75 83+00 EG 40.37
FG 41.01
EG 40.35
FG 41.03 83+25
EG 40.33
FG 41.05 83+50
EG 40.30
FG 41.08 83+75 84+00 EG 40.04
FG 40.88
EG 39.79
FG 40.91 84+25
EG 39.91
FG 40.99 84+50
EG 40.11
FG 41.07 84+75
STA = 81+04.41
EL = 40.65
STA = 82+46.66
EL = 40.95
STA = 83+79.40
EL = 41.08 -0.04% 0.14% 0.37% 0.12% 0.09% -0.97% 0.33%
STA = 80+04.39
EL = 40.69
STA = 82+04.38
EL = 40.79
STA = 82+92.81
EL = 41.00
STA = 84+04.43
EL = 40.84
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE Feet 0 20 40 10 SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 1 19 19 TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION B 78+54 90+05 17 11 11 12 6' CHAIN LINK 12 6' CHAIN LINK W/ SLATS 1 21 21 6' BETA 12 21 14', DIR BURY 14', DIR BURY 14', DIR BURY 14 14 70

Page 70 of 158 ends

85+00 86+00 87+00 88+00 89+00 90+00 /// /// JP /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// McCULLOUGH CONSTRUCTION INC. SD SD SD SD SD SD W W W W W W W SS SS SD W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W /// /// /// /// /// /// /// /// /// /// /// /// /// /// X X X X X X X X X X X X X X X X X X X X X X X X 85+00 86+00 87+00 88+00 89+00 90+00 X X X X X SD SD SD SD SD SD SD /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 105 ALDERGROVE RD 105 ALDERGROVE RD X X X X X X X X X X X X X X X X X X X X X X X X 85+00 86+00 87+00 88+00 89+00 90+00 X X X X X SD SD SD SD SD SD SD

ELEVATION
ELEVATION 303540455055 303540455055
EG 40.18
FG 41.20 85+25
EG 40.12
FG 41.23 85+50
EG 40.06
FG 41.27 85+75 86+00 EG 40.15
FG 41.30
EG 40.43
FG 41.33 86+25
EG 40.42
FG 41.37 86+50
EG 40.41
FG 41.40 86+75 87+00 EG 40.51
FG 41.43
EG 40.46
FG 41.48 87+25
EG 40.62
FG 41.53 87+50
EG 40.63
FG 41.57 87+75 88+00 EG 40.63
FG 41.62
EG 40.63
FG 41.64 88+25
EG 40.65
FG 41.67 88+50
EG 40.72
FG 41.69 88+75 89+00 EG 40.79
FG 41.71
EG 40.71
FG 41.64 89+25
EG 40.48
FG 41.55 89+50
EG 40.28
FG 41.47 89+75
STA = 85+04.43
EL = 41.17
STA = 86+04.46
EL = 41.31
STA = 87+04.48
EL = 41.44
STA = 89+04.50
EL = 41.71 0.19% 0.09% -0.35% 0.13% 0.13%
STA = 88+04.38
EL = 41.63
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE Feet 0 20 40 10 SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 19 1 12 TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION B 78+54 90+05 12 6' CHAIN LINK W/ SLATS 21 14', DIR BURY 14', DIR BURY 21 70

Page 71 of 158 ends

90+00 91+00 92+00 93+00 94+00 95+00 JP /// /// JP JP JP /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// AMRRR R/W NWPRR R/W SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SD SD SD SS SS SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// X X 90+00 91+00 92+00 93+00 94+00 95+00 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD /// /// /// /// /// /// /// /// /// /// /// /// 56 ALDERGROVE RD /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ///
/// /// /// 200 ALDERGROVE RD X X 90+00 91+00 92+00 93+00 94+00 95+00 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD

ELEVATION
ELEVATION 303540455055 303540455055
EG 40.73
FG 41.22 90+25
EG 40.68
FG 41.18 90+50
EG 40.69
FG 41.27 90+75 91+00 EG 40.49
FG 41.36
EG 40.49
FG 41.49 91+25
EG 40.65
FG 41.63 91+50
EG 40.89
FG 41.78 91+75 92+00 EG 41.02
FG 41.92
EG 41.08
FG 41.94 92+25
EG 41.06
FG 41.93 92+50
EG 41.04
FG 41.93 92+75 93+00 EG 41.10
FG 41.92
EG 41.18
FG 41.99 93+25
EG 41.26
FG 42.07 93+50
EG 41.34
FG 42.15 93+75 94+00 EG 41.42
FG 42.22
EG 41.50
FG 42.29 94+25
EG 41.57
FG 42.35 94+50
EG 41.59
FG 42.42 94+75
STA = 90+22.00
EL = 41.22
STA = 92+04.63
EL = 41.94
STA = 93+04.64
EL = 41.92
STA = 94+04.63
EL = 42.24 0.57% -0.02% 0.32% 0.25% -0.78% -0.14% 0.36% STA = 90+04.49
EL = 41.36
STA = 90+51.00
EL = 41.18
STA = 91+04.64
EL = 41.38
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE Feet 0 20 40 10 SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 1 TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION B 78+54 90+05 A 90+05 90+35 C 90+35 105+05 70

Page 72 of 158 ends

95+00 96+00 97+00 98+00 99+00 100+00 11+44
0+00 0+45
0+00 0+59 /// /// /// /// /// JP /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// AMRRR R/W NWPRR R/W SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD

STOP W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W /// /// STOP 95+00 96+00 97+00 98+00 99+00 100+00
/// /// /// /// /// /// /// /// /// /// /// /// /// ////// /// /// /// /// 65 ERICSON CT /// /// /// /// /// 75 ERICSON CT /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// STOP 95+00 96+00 97+00 98+00 99+00 100+00

ELEVATION
ELEVATION 354045505560 354045505560
EG 41.62
FG 42.52 95+25
EG 41.69
FG 42.56 95+50
EG 41.75
FG 42.60 95+75 96+00 EG 41.82
FG 42.63
EG 41.92
FG 42.71 96+25
EG 41.83
FG 42.79 96+50
EG 41.85
FG 42.88 96+75 97+00 EG 42.06
FG 42.96
EG 42.20
FG 43.02 97+25
EG 42.31
FG 43.07 97+50
EG 42.25
FG 43.12 97+75 98+00 EG 42.28
FG 43.17
EG 42.36
FG 43.24 98+25
EG 42.51
FG 43.32 98+50
EG 42.54
FG 43.40 98+75 99+00 EG 42.63
FG 43.48
EG 42.73
FG 43.55 99+25
EG 42.82
FG 43.62 99+50
EG 42.90
FG 43.69 99+75
STA = 95+04.64
EL = 42.49
STA = 96+04.64
EL = 42.64
STA = 98+04.63
EL = 43.18
STA = 99+04.63
EL = 43.49
STA = 97+04.63
EL = 42.98 0.15% 0.28% 0.34% 0.20% 0.31%
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE Feet 0 20 40 10 SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 1 19 TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION C 90+35 105+05 21 14', DIR BURY 21 14', DIR BURY 70

Page 73 of 158 ends

100+00 101+00 102+00 103+00 104+00 105+00 /// /// /// /// JP JP /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// AMRRR R/WNWPRR R/W SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SD SD SD SD SD W W W W W W W W 1.5' W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SD /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 100+00 101+00 102+00 103+00 104+00 105+00 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 100 ERICSON CT
/// 5500 WEST END RD 75 FRANK MARTIN CT /// /// /// /// /// 100+00 101+00 102+00 /// 103+00 104+00 105+00

ELEVATION
ELEVATION 354045505560 354045505560
EG 42.86
FG 43.75 100+25
EG 42.81
FG 43.72 100+50
EG 42.91
FG 43.69 100+75 101+00 EG 42.85
FG 43.66
EG 42.82
FG 43.70 101+25
EG 42.88
FG 43.75 101+50
EG 42.96
FG 43.81 101+75 102+00 EG 43.01
FG 43.86
EG 42.89
FG 43.85 102+25
EG 42.92
FG 43.83 102+50
EG 42.95
FG 43.81 102+75 103+00 EG 42.98
FG 43.79
EG 43.00
FG 43.83 103+25
EG 43.07
FG 43.88 103+50
EG 43.13
FG 43.94 103+75 104+00 EG 43.18
FG 43.99
EG 43.36
FG 44.15 104+25
EG 43.68
FG 44.33 104+50
EG 44.13
FG 44.13 104+75
STA = 101+04.63
EL = 43.65
STA = 102+04.63
EL = 43.87
STA = 103+04.64
EL = 43.79
STA = 104+60.00
EL = 44.40
STA = 104+04.63
EL = 44.00 -0.12% 0.22% -0.09% 0.21% 0.73% -0.18% -2.74% 3.29% STA = 100+04.63
EL = 43.78
STA = 104+69.40
EL = 44.15
STA = 104+90.86
EL = 44.11 STA = 105+00.00
EL = 44.41
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE Feet 0 20 40 10 SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 1 19 TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION C 90+35 105+05 4 19 70

Page 74 of 158 ends

105+00 106+00 107+00 108+00 108+03
PT: 104+63.53 /// /// /// /// JP /// /// SD W W SS SS SS SS SS SD SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W /// /// /// /// /// /// /// /// /// /// /// /// 105+00 106+00 107+00 108+00 108+032 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 5540 WEST END RD 105+00 106+00 107+00 108+00 108+032

ELEVATION
ELEVATION 354045505560 354045505560
EG 43.58
FG 44.45 105+25
EG 43.62
FG 44.50 105+50
EG 43.66
FG 44.54 105+75 106+00 EG 43.77
FG 44.59
EG 43.81
FG 44.63 106+25
EG 43.79
FG 44.66 106+50
EG 43.76
FG 44.70 106+75 107+00 EG 43.79
FG 44.74
EG 43.83
FG 44.75 107+25
EG 43.82
FG 44.74 107+50
EG 43.82
FG 44.74 107+75
STA = 106+04.64
EL = 44.59
STA = 107+04.64
EL = 44.75
STA = 105+54.64
EL = 44.51 0.17% 0.15% -0.01% 0.19%
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE Feet 0 20 40 10 SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 19 19 1 TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION C 90+35 105+05 A 105+05 105+35 B 105+35 128+09 70

Page 75 of 158 ends

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 108+00 108+03 X X X X X X X X X X X X X X X X X X X X X X X 108+02 109+00 110+00 111+00 112+00 113+00 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 5554 WEST END RD 5701 ERICSON WAY 5720 WEST END RD W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 108+00 108+03 X X X X X X X X X X X X X X X X X X X X X X X 108+02 109+00 110+00 111+00 112+00 113+00 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 5554 WEST END RD 5701 ERICSON WAY 5720 WEST END RD 108+00 108+03 X X X X X X X X X X X X X X X X X X X X X X X 108+02 109+00 110+00 111+00 112+00 113+00

ELEVATION
ELEVATION STATION 354045505560 354045505560
EG 44.06
FG 44.75 108+25
EG 44.21
FG 44.87 108+50
EG 44.36
FG 44.99 108+75 109+00 EG 44.36
FG 45.11
EG 44.33
FG 45.18 109+25
EG 44.55
FG 45.22 109+50
EG 44.57
FG 45.27 109+75 110+00 EG 44.65
FG 45.32
EG 44.71
FG 45.43 110+25
EG 44.81
FG 45.55 110+50
EG 44.97
FG 45.68 110+75 111+00 EG 45.12
FG 45.80
EG 45.24
FG 45.92 111+25
EG 45.34
FG 46.03 111+50
EG 45.45
FG 46.14 111+75 112+00 EG 45.58
FG 46.26
EG 45.75
FG 46.38 112+25
EG 45.87
FG 46.51 112+50
EG 45.97
FG 46.64 112+75
STA = 108+02.50
EL = 44.65
STA = 109+04.41
EL = 45.14
STA = 110+04.41
EL = 45.33
STA = 111+04.41
EL = 45.83
STA = 112+04.41
EL = 46.28 0.48% 0.50% 0.52% 0.19% 0.45%
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE Feet 0 20 40 10 SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 1 19 19 TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION B 105+35 128+09 70

Page 76 of 158 ends

/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// W W W W W W W W W W W SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// SD SD SD X X X X X X X X X X X X X X X X X X X X X X X X X X X 113+00 114+00 115+00 116+00 117+00 118+00 /// /// /// /// /// /// /// /// /// ///
/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 5680 WEST END RD /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ///
/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// W W W W W W W W W W W SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// SD SD SD X X X X X X X X X X X X X X X X X X X X X X X X X X X 113+00 114+00 115+00 116+00 117+00 118+00 /// /// /// /// /// /// /// /// /// ///
/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 5680 WEST END RD /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ///
/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// SD SD SD X X X X X X X X X X X X X X X X X X X X X X X X X X X 113+00 114+00 115+00 116+00 117+00 118+00

ELEVATION
ELEVATION 354045505560 354045505560
EG 46.25
FG 46.91 113+25
EG 46.41
FG 47.06 113+50
EG 46.56
FG 47.20 113+75 114+00 EG 46.65
FG 47.34
EG 46.72
FG 47.42 114+25
EG 46.80
FG 47.48 114+50
EG 46.89
FG 47.54 114+75 115+00 EG 46.93
FG 47.60
EG 47.07
FG 47.68 115+25
EG 47.11
FG 47.77 115+50
EG 47.18
FG 47.85 115+75 116+00 EG 47.25
FG 47.93
EG 47.39
FG 48.04 116+25
EG 47.46
FG 48.16 116+50
EG 47.37
FG 48.25 116+75 117+00 EG 47.44
FG 48.35
EG 47.54
FG 48.43 117+25
EG 47.80
FG 48.50 117+50
EG 48.05
FG 48.59 117+75
STA = 113+04.42
EL = 46.80
STA = 115+04.41
EL = 47.62
STA = 116+54.38
EL = 48.18
STA = 117+54.38
EL = 48.52
STA = 117+04.38
EL = 48.37
STA = 117+74.89
EL = 48.59
STA = 117+85.78
EL = 48.49
STA = 114+00.00
EL = 47.37 0.57% 0.25% 0.33% 0.38% 0.46% -0.98% 1.08% 0.38% 0.30% STA = 116+04.38
EL = 47.95
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE Feet 0 20 40 10 SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 1 19 TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION B 105+35 128+09 11 70

Page 77 of 158 ends

/// /// /// /// /// ///
/// /// AMRRR R/W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W /// /// /// /// /// /// /// /// /// ////// /// /// /// /// /// /// /// /// /// /// /// /// /// /// X X X X X X X X X X X X X X X X X X X X X X X X X X X X SD SD SD X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 118+00 119+00 120+00 121+00 122+00 6360 WEST END RD 123+00 WES GREEN LANDSCAPING /// /// /// /// /// ////// /// AMRRR R/W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W /// /// /// /// /// /// /// /// /// ////// /// /// /// /// /// /// /// /// /// /// /// /// /// /// X X X X X X X X X X X X X X X X X X X X X X X X X X X X SD SD SD X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 118+00 119+00 120+00 121+00 122+00 6360 WEST END RD 123+00 WES GREEN LANDSCAPING X X X X X X X X X X X X X X X X X X X X X X X X X X X X SD SD SD X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 118+00 119+00 120+00 121+00 122+00 123+00

ELEVATION
ELEVATION 404550556065 404550556065
EG 47.84
FG 49.25 118+25
EG 48.17
FG 49.43 118+50
EG 48.06
FG 49.56 118+75 119+00 EG 48.27
FG 49.69
EG 48.38
FG 49.78 119+25
EG 48.42
FG 49.86 119+50
EG 48.45
FG 49.94 119+75 120+00 EG 48.50
FG 50.03
EG 48.64
FG 50.11 120+25
EG 48.72
FG 50.20 120+50
EG 48.83
FG 50.29 120+75 121+00 EG 48.92
FG 50.38
EG 49.03
FG 50.47 121+25
EG 49.09
FG 50.55 121+50
EG 49.25
FG 50.64 121+75 122+00 EG 49.38
FG 50.71
EG 49.73
FG 50.74 122+25
EG 49.84
FG 50.76 122+50
EG 49.77
FG 50.79 122+75
STA = 118+54.38
EL = 49.46
STA = 119+92.78
EL = 50.00
STA = 120+92.78
EL = 50.35
STA = 121+92.80
EL = 50.71
STA = 119+04.38
EL = 49.71 0.50% 0.33% 0.35% 0.35% 0.10% 3.95% 0.71%
STA = 118+08.89
EL = 48.74
STA = 118+21.15
EL = 49.22
STA = 122+92.78
EL = 50.81
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE Feet 0 20 40 10 SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 1 12 12 TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION B 105+35 128+09 11 4' CHAIN LINK 4' CHAIN LINK 16 18" HDPE, 30'± 16 18" HDPE, 30'± 70

Page 78 of 158 ends

AMRRR R/W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 123+00 124+00 125+00 126+00 127+00 128+00 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// AMRRR R/W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 123+00 124+00 125+00 126+00 127+00 128+00 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 123+00 124+00 125+00 126+00 127+00 128+00

ELEVATION
ELEVATION 404550556065 404550556065
EG 50.12
FG 51.05 123+25
EG 50.26
FG 51.23 123+50
EG 50.35
FG 51.41 123+75 124+00 EG 50.39
FG 51.60
EG 50.81
FG 51.80 124+25
EG 51.19
FG 51.97 124+50
EG 51.48
FG 52.07 124+75 125+00 EG 51.52
FG 52.19
EG 51.34
FG 52.39 125+25
EG 51.53
FG 52.59 125+50
EG 51.73
FG 52.79 125+75 126+00 EG 51.98
FG 52.94
EG 52.14
FG 52.97 126+25
EG 52.25
FG 53.01 126+50
EG 52.25
FG 53.04 126+75 127+00 EG 52.27
FG 53.07
EG 52.46
FG 53.11 127+25
EG 52.47
FG 53.15 127+50
EG 52.33
FG 53.16 127+75
STA = 123+92.78
EL = 51.54
STA = 124+92.78
EL = 52.14
STA = 125+92.78
EL = 52.93
STA = 126+92.79
EL = 53.06
STA = 126+42.78
EL = 53.00
STA = 127+42.78
EL = 53.14
STA = 124+42.77
EL = 51.94 0.79% 0.79% 0.15% 0.11% 0.17% 0.07% 0.39% 0.73% STA = 127+92.78
EL = 53.17
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE Feet 0 20 40 10 SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 1 TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION B 105+35 128+09 12 4' CHAIN LINK 12 4' CHAIN LINK 70

Page 79 of 158 ends

AMRRR R/W AMRRR R/W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 128+00 129+00 130+00 131+00 132+00 133+00 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 6360 WEST END RD WES GREEN LANDSCAPING AMRRR R/W AMRRR R/W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 128+00 129+00 130+00 131+00 132+00 133+00 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 6360 WEST END RD WES GREEN LANDSCAPING X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 128+00 129+00 130+00 131+00 132+00 133+00

ELEVATION
ELEVATION 404550556065 404550556065
EG 52.37
FG 53.19 128+25
EG 52.50
FG 53.21 128+50
EG 52.62
FG 53.22 128+75 129+00 EG 52.68
FG 53.24
EG 52.75
FG 53.31 129+25
EG 52.88
FG 53.39 129+50
EG 53.00
FG 53.47 129+75 130+00 EG 53.13
FG 53.55
EG 53.25
FG 53.67 130+25
EG 53.36
FG 53.79 130+50
EG 53.48
FG 53.92 130+75 131+00 EG 53.67
FG 54.04
EG 53.85
FG 54.19 131+25
EG 54.04
FG 54.34 131+50
EG 54.16
FG 54.49 131+75 132+00 EG 54.26
FG 54.64
EG 54.39
FG 54.79 132+25
EG 54.52
FG 54.94 132+50
EG 54.65
FG 55.10 132+75
STA = 129+04.20
EL = 53.24
STA = 130+04.20
EL = 53.57
STA = 131+04.20
EL = 54.06
STA = 132+04.20
EL = 54.66 0.33% 0.61% 0.06% 0.50% 0.60%
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE Feet 0 20 40 10 SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 1 TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION B 105+35 128+09 A 128+09 128+39 C 128+39 152+03 12 4' CHAIN LINK 12 4' CHAIN LINK 70

Page 80 of 158 ends

AMRRR R/W AMRRR R/W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 133+00 134+00 135+00 136+00 137+00 138+00 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 6360 WEST END RD WES GREEN LANDSCAPING AMRRR R/W AMRRR R/W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 133+00 134+00 135+00 136+00 137+00 138+00 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 6360 WEST END RD WES GREEN LANDSCAPING X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 133+00 134+00 135+00 136+00 137+00 138+00

ELEVATION
ELEVATION 455055606570 455055606570
EG 55.07
FG 55.47 133+25
EG 55.31
FG 55.70 133+50
EG 55.55
FG 55.93 133+75 134+00 EG 55.78
FG 56.16
EG 56.00
FG 56.35 134+25
EG 56.15
FG 56.54 134+50
EG 56.31
FG 56.73 134+75 135+00 EG 56.46
FG 56.92
EG 57.10
FG 57.21 135+25
EG 57.78
FG 57.51 135+50
EG 58.60
FG 57.81 135+75 136+00 EG 57.85
FG 58.11
EG 57.85
FG 58.25 136+25
EG 57.84
FG 58.36 136+50
EG 57.88
FG 58.47 136+75 137+00 EG 58.03
FG 58.57
EG 58.33
FG 58.79 137+25
EG 58.52
FG 59.04 137+50
EG 58.72
FG 59.28 137+75
STA = 133+04.20
EL = 55.27
STA = 134+04.20
EL = 56.20
STA = 135+04.20
EL = 56.96
STA = 136+04.20
EL = 58.16
STA = 137+04.21
EL = 58.59 1.20% 0.92% 0.76% 0.43% 0.97%
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE Feet 0 20 40 10 SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 1 TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION C 128+39 152+03 12 4' CHAIN LINK 70

Page 81 of 158 ends

AMRRR R/W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 138+00 139+00 140+00 141+00 142+00 143+00 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// AMRRR R/W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 138+00 139+00 140+00 141+00 142+00 143+00 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 138+00 139+00 140+00 141+00 142+00 143+00

ELEVATION
ELEVATION 505560657075 505560657075
EG 59.50
FG 59.85 138+25
EG 59.74
FG 60.19 138+50
EG 60.08
FG 60.53 138+75 139+00 EG 60.22
FG 60.87
EG 60.20
FG 60.99 139+25
EG 60.29
FG 61.07 139+50
EG 60.28
FG 61.14 139+75 140+00 EG
FG 61.22
EG
FG 61.51 140+25
EG
FG 61.85 140+50
EG
FG 62.04 140+75 141+00 EG
FG 62.21
EG
FG 62.62 141+25
EG
FG 63.06 141+50
EG
FG 63.10 141+75 142+00 EG
FG 63.10
EG
FG 63.31 142+25
EG
FG 63.55 142+50
EG
FG 63.85 142+75 0.17% 0.22%
STA = 139+04.20
EL = 60.93 1.37% 0.30% 1.34% -0.01% 0.97% 1.23% 1.31% 0.70% STA = 138+04.20
EL = 59.56 1.75%
STA = 140+04.29
EL = 61.23
STA = 140+52.60
EL = 61.88
STA = 141+02.60
EL = 62.23
STA = 141+52.60
EL = 63.10
STA = 142+02.60
EL = 63.10
STA = 142+52.60
EL = 63.58
STA = 142+77.66
EL = 63.89
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE Feet 0 20 40 10 SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 12 1 TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION C 128+39 152+03 4' CHAIN LINK 19 70

Page 82 of 158 ends

W W W W W W W W W W W W W W X X X X X X X X X X X X X X X X X X X X X X X X X X X 143+00 144+00 145+00 146+00 147+00 148+00 6584 WEST END RD 6644 WEST END RD W W W W W W W W W W W W W W X X X X X X X X X X X X X X X X X X X X X X X X X X X 143+00 144+00 145+00 146+00 147+00 148+00 6584 WEST END RD 6644 WEST END RD X X X X X X X X X X X X X X X X X X X X X X X X X X X 143+00 144+00 145+00 146+00 147+00 148+00

ELEVATION
ELEVATION 606570758085 606570758085
EG
FG 143+25
EG
FG 143+50
EG
FG 143+75 144+00 EG
FG
EG
FG 144+25
EG
FG 144+50
EG
FG 144+75 145+00 EG
FG
EG
FG 145+25
EG
FG 145+50
EG
FG 145+75 146+00 EG
FG
EG
FG 146+25
EG
FG 146+50
EG
FG 146+75 147+00 EG
FG
EG 67.62
FG 147+25
EG 67.84
FG 147+50
EG 68.08
FG 68.16 147+75 3.01% 2.68% 2.34% 0.08% 0.40% 2.31% 1.25% 0.16% 0.01% 1.24% STA = 143+52.62
EL = 65.39
STA = 144+91.95
EL = 65.96
STA = 147+00.91
EL = 66.63
STA = 147+70.07
EL = 68.02
STA = 144+41.95
EL = 65.95
STA = 145+41.95
EL = 66.00
STA = 147+50.91
EL = 67.78
STA = 143+91.95
EL = 65.87
STA = 143+02.60
EL = 64.21
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE Feet 0 20 40 10 SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 1 12 TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION C 128+39 152+03 6' WOODEN PRIVACY 12 6' WOODEN PRIVACY 70

Page 83 of 158 ends

/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 148+00 149+00 150+00 151+00 152+00 153+00 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 148+00 149+00 150+00 151+00 152+00 148+00 153+00 149+00 150+00 151+00 152+00 153+00

ELEVATION
ELEVATION 606570758085 606570758085
EG 68.41
FG 68.88 148+25
EG 68.67
FG 68.90 148+50
EG 69.28
FG 68.78 148+75 149+00 EG 69.52
FG 69.07
EG 69.56
FG 69.70 149+25
EG 69.71
FG 70.00 149+50
EG 69.77
FG 70.16 149+75 150+00 EG 69.71
FG 70.29
EG 69.83
FG 70.30 150+25
EG 69.91
FG 70.32 150+50
EG 69.95
FG 70.40 150+75 151+00 EG 70.01
FG 70.52
EG 69.98
FG 70.76 151+25
EG 70.44
FG 70.97 151+50
EG 70.35
FG 70.97 151+75 152+00 EG 70.08
FG 71.13
EG 69.47
FG 71.24 152+25
EG 70.15
FG 71.29 152+50
EG 70.79
FG 71.44 152+75 0.49% -1.09% -0.50% 4.00% -0.82% -0.07% 0.74% 1.78% -0.36% 1.77% 0.71% 20' BRIDGE STA = 152+46.00
EL = 71.26
STA = 152+30.86
EL = 71.24
STA = 152+10.86
EL = 71.23
STA = 151+46.00
EL = 70.97
STA = 151+84.15
EL = 70.97
STA = 149+97.66
EL = 70.29
STA = 149+47.66
EL = 69.99
STA = 148+00.91
EL = 68.85 1.75% 2.67% 1.29% 0.61% 0.36% 0.00% 1.00% 0.07% 0.14% 0.62% 0.04% 0.97% 0.11% -0.51% 0.92% STA = 148+50.91
EL = 68.91
STA = 148+75.91
EL = 68.78
STA = 148+91.18
EL = 68.92
STA = 149+01.13
EL = 69.09
STA = 149+22.66
EL = 69.67
STA = 150+50.18
EL = 70.32
STA = 150+96.00
EL = 70.48
STA = 152+96.00
EL = 71.57
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE Feet 0 20 40 10 SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 1 TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION C 128+39 152+03 A 152+03 152+18 D 152+18 152+38 A 152+38 152+53 C 152+53 157+44 70

Page 84 of 158 ends

SD.. . JP W W W W W W /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 153+00 154+00 155+00 156+00 157+00 158+00 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// SD.. . JP W W W W W W /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 153+00 154+00 155+00 156+00 157+00 158+00 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// dfdsf 153+00 154+00 155+00 156+00 157+00 158+00

ELEVATION
ELEVATION 606570758085 606570758085
EG 71.31
FG 71.72 153+25
EG 71.31
FG 71.84 153+50
EG 71.26 153+75 154+00 EG 71.23
FG 71.89
EG 71.20
FG 71.91 154+25
EG 71.36
FG 71.93 154+50
EG 71.32
FG 71.95 154+75 155+00 EG 71.33
FG 71.95
EG 71.26
FG 71.83 155+25
EG 71.03
FG 71.71 155+50
EG 70.83
FG 71.59 155+75 156+00 EG 70.94
FG 71.50
EG 70.92
FG 71.56 156+25
EG 70.95
FG 71.66 156+50
EG 71.30
FG 71.97 156+75 157+00 EG 71.78
FG 72.24
EG 71.60
FG 72.31 157+25
EG 71.35
FG 72.37 157+50
EG 71.07
FG 72.40 157+75 0.00% 0.33% -0.51% -0.51% -0.63% -1.25% -0.37% 0.94% 40' BRIDGE STA = 157+46.75
EL = 72.37
STA = 157+87.47
EL = 72.41
STA = 156+96.00
EL = 72.23
STA = 155+46.00
EL = 71.73
STA = 155+96.00
EL = 71.49
STA = 156+46.00
EL = 71.61
STA = 153+46.00
EL = 71.83
STA = 153+96.00
EL = 71.89
STA = 154+96.00
EL = 71.97 0.51% 0.11% 0.08% 0.24% 1.24% 0.28% 0.09% -0.47% -0.49% ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE Feet 0 20 40 10 SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 1 19 TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION C 152+53 157+44 A 157+44 157+59 D 157+59 157+89 A 157+89 158+04 70

Page 85 of 158 ends

SD. . . W W W W W W W W W W W W W W W W 158+00 159+00 160+00 161+00 162+00 163+00/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// SD. . . W W W W W W W W W W W W W W W W 158+00 159+00 160+00 161+00 162+00 163+00/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// dfdsf 158+00 159+00 160+00 161+00 162+00 163+00

ELEVATION
ELEVATION 606570758085 606570758085
EG 71.46
FG 72.00 158+25
EG 71.29
FG 71.84 158+50
EG 71.22
FG 71.69 158+75 159+00 EG 71.13
FG 71.54
EG 71.05
FG 71.49 159+25
EG 71.23
FG 71.70 159+50
EG 71.44
FG 71.90 159+75 160+00 EG 71.68
FG 72.09
EG 71.76
FG 72.19 160+25
EG 71.73
FG 72.27 160+50
EG 71.91
FG 72.30 160+75 161+00 EG 71.92
FG 72.31
EG 71.86
FG 72.23 161+25
EG 71.63
FG 72.15 161+50
EG 71.51
FG 72.07 161+75 162+00 EG 71.59
FG 72.01
EG 71.62
FG 72.09 162+25
EG 71.65
FG 72.16 162+50
EG 71.69
FG 72.24 162+75 0.50% 0.50% 0.00% -2.00%
STA = 161+96.00
EL = 72.00
STA = 160+46.04
EL = 72.27
STA = 160+95.75
EL = 72.32
STA = 159+96.00
EL = 72.08
STA = 158+96.00
EL = 71.56
STA = 159+21.25
EL = 71.46 -1.08% -0.40% 0.83% 0.37% 0.12% 0.31% -0.62% -0.32% STA = 162+95.93
EL = 72.31
STA = 158+24.25
EL = 72.00
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE Feet 0 20 40 10 SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 1 TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION A 157+89 158+04 C 158+04 168+29 70

Page 86 of 158 ends

W W W W W W W W W W W W W 163+00 164+00 165+00 166+00 167+00 168+00 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// W W W W W W W W W W W W W 163+00 164+00 165+00 166+00 167+00 168+00 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 163+00 164+00 165+00 166+00 167+00 168+00

ELEVATION
ELEVATION 606570758085 606570758085
EG 72.10
FG 72.47 163+25
EG 72.22
FG 72.61 163+50
EG 72.29
FG 72.75 163+75 164+00 EG 72.45
FG 72.90
EG 72.59
FG 73.08 164+25
EG 72.74
FG 73.27 164+50
EG 72.95
FG 73.46 164+75 165+00 EG 73.15
FG 73.64
EG 73.36
FG 73.80 165+25
EG 73.57
FG 73.95 165+50
EG 73.71
FG 74.12 165+75 166+00 EG 73.71
FG 74.29
EG 73.93
FG 74.43 166+25
EG 73.91
FG 74.43 166+50
EG 73.73
FG 74.44 166+75 167+00 EG 73.78
FG 74.47
EG 74.12
FG 74.66 167+25
EG 74.40
FG 74.84 167+50
EG 74.53
FG 74.97 167+75
STA = 163+96.07
EL = 72.87
STA = 165+46.15
EL = 73.93
STA = 166+96.17
EL = 74.44 0.56% 0.75% 0.62% 0.67% 0.75% -0.86% 0.01%
STA = 164+95.87
EL = 73.62
STA = 166+21.06
EL = 74.43
STA = 167+96.03
EL = 74.78
STA = 167+71.00
EL = 75.00
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE Feet 0 20 40 10 SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 1 19 TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION C 158+04 168+29 70

Page 87 of 158 ends

JP X X X X X X X W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SD SD SD SD SD SD SD SD SD 168+00 169+00 170+00 171+00 172+00 173+00 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// JP X X X X X X X W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SD SD SD SD SD SD SD SD SD 168+00 169+00 170+00 171+00 172+00 173+00 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// SD SD SD SD SD SD SD SD SD 168+00 169+00 170+00 171+00 172+00 173+00

ELEVATION
ELEVATION 657075808590 657075808590
EG 74.09
FG 74.59 168+25
EG 69.21
FG 74.18 168+50
EG 69.57
FG 73.71 168+75 169+00 EG 73.97
FG 73.60
EG 75.39
FG 74.07 169+25
EG 74.40
FG 74.65 169+50
EG 74.40
FG 75.22 169+75 170+00 EG 75.23
FG 75.48
EG 75.38
FG 75.72 170+25
EG 75.43
FG 75.82 170+50
EG 75.45
FG 75.79 170+75 171+00 EG 75.40
FG 75.76
EG 75.44
FG 75.67 171+25
EG 75.17
FG 75.56 171+50
EG 75.18
FG 75.45 171+75 172+00 EG 74.57
FG 75.34
EG 74.53
FG 75.14 172+25
EG 74.27
FG 74.92 172+50
EG 74.51
FG 74.71 172+75 -0.67% 3.61% 1.58% -0.84% 55' BOARDWALK STA = 168+85.00
EL = 73.52
STA = 168+29.98
EL = 74.56 0.54% -0.90% 0.97% -0.11% -0.44% -0.71% -0.82% -0.52% 2.30% 0.97% -1.89% STA = 170+36.60
EL = 75.83
STA = 169+99.25
EL = 75.47
STA = 169+76.00
EL = 75.25
STA = 169+05.99
EL = 73.63
STA = 171+06.63
EL = 75.75
STA = 172+04.87
EL = 75.32
STA = 172+54.85
EL = 74.87
STA = 168+20.94
EL = 74.61
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE Feet 0 20 40 10 SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 1 1 19 TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION C 158+04 168+29 A 168+29 168+43 E 168+43 169+06 A 169+06 169+21 B 169+21 174+87 16 12" HDPE, 45'± SIM. 0.25' OF AC & PAVED SHOULDERS 17 70

Page 88 of 158 ends

/// /// /// /// /// /// /// /// /// ///
/// /// /// /// /// /// /// MB JP W W W W W W W W W W W W W W W W W W W W W W W W W W SD SD SD SD 175+04 173+00 174+00 175+00 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ////// /// /// /// /// /// /// MB JP W W W W W W W W W W W W W W W W W W W W W W W W W W SD SD SD SD 175+04 173+00 174+00 175+00 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// SD SD SD SD 175+04 173+00 174+00 175+00 ELEVATION 606570758085
EG 74.18
FG 74.58 173+25
EG 74.50
FG 74.72 173+50
EG 74.62
FG 74.82 173+75 174+00 EG 74.62
FG 74.90
EG 74.57
FG 74.93 174+25
EG 74.51
FG 74.96 174+50
EG 75.18
FG 75.32 174+75 175+00 EG 75.19
FG 75.61 2.05% 1.23% 0.36%
STA = 174+67.99
EL = 75.24
STA = 174+13.28
EL = 74.92
STA = 174+49.29
EL = 74.95
STA = 173+54.89
EL = 74.75 0.15% 1.18% 0.09% 0.58% 0.34% 1.51%
STA = 175+04.03
EL = 75.66
STA = 173+99.29
EL = 74.90
STA = 173+04.90
EL = 74.46
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN ANNIE AND MARY TRAIL - PROFILE Feet 0 20 40 10 SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 17 1 2 16 TYPICAL SECTION REFERENCE TABLE TYPICAL SECTION BEGINNING STATION ENDING STATION B 169+21 174+87 21 21 SIM. 0.25' OF AC & PAVED SHOULDERS REMOVE AND REPLACE (E) PIPE WITH (N) 18" HDPE, 20' (INV EL. = M.E.) 20', A.B. 20', A.B. 17 70

Page 89 of 158 ends

W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
///
///
///
///
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
///
///
///
///
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT ANNIE AND MARY TRAIL - PLAN SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 17

1.5%

2.0%±

1.9%±

1.7%±
5 3 70

Page 90 of 158 ends

6+00 7+00 8+00 9+00 10+00 11+00 11+44
///
///
///
///
///
///
///
///
/// /// /// /// /// /// /// /// /// /// ///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
/// /// /// /// /// /// /// /// /// ///
///
///
///
/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ///
///
///
///
/// /// /// /// ///
/// ///
///
///
///
///
///
///
///
///
///
///
///
///
/// ///
/// /// /// ///
///
///
///
///
///
///
///
///
///
///
///
/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ///
/// STOP
STOP
STOP
STOP
STOP
STOP
STOP
SD
SD
SD
SD
SD
SD
SD
SD
SD
W
STOP
STOP
STOP
STOP
1+00
2+00 3+00 4+00 5+00 ///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
/// /// /// /// /// /// /// ///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
/// /// /// /// /// /// /// /// /// /// /// /// ///
///
///
///
/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ///
///
///
/// ///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
/// ///
///
///
///
///
///
///
///
/// ///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
/// ///

STOP STOP STOP
STOP
STOP
SD
SD
SD
SD
SD
SD
SD
SD
SS
SS
SS
SS
SS
SS
STOP
STOP
STOP
STOP
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT GIUNTOLI ROAD (WEST OF HWY 299) - PLAN GIUNTOLI ROAD (EAST OF HWY 299) - PLAN SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 4 4
6 6
3 3
4 5
3 44 70

Page 91 of 158 ends

///
///
///
///
///
///
///
SD
SD
SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
/// ///
/// /// ///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
/// ///
///
/// /// /// /// /// /// /// ///
///
/// /// ///
/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ///
///
///
///
///
///
/// /// /// /// /// ///
/// /// /// /// ///
///
///
///
///
///
///
///
///
///
///
///
///
/// /// /// /// ///
/// ///
///
///
/// /// /// /// /// /// /// /// ///
///
///
///
///
///
///
///
///
///
///
///
///
/// ///
/// /// /// /// /// /// /// /// /// /// /// /// ///
///
///
///
///
///
/// /// /// /// /// /// ///
///
///
///
///
///
///
///
///
/// ///
/// /// /// /// ///
///
/// /// ///
///
///
///
///
///
///
///
///
///
///
///
/// ///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
/// /// /// /// /// ///
/// ///
///
STOP
BIKE

LANE STOP
STOP
STOP
ONLY

STOP STOP

STOP STOP STOP STOP
RIGHT
LANE

BIKE ONLY
1+00
TEXT
SD
SD
SD
SD
SD
1+00
TEXT
SD
SD
SD
SD
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT SUNSET AVE (WEST OF HWY 101) - PLAN SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 45 70

Page 92 of 158 ends

/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ///
///
///
///
///
///
///
/// /// /// /// /// /// ///
///
///
///
///
///
///
///
///
/// /// /// /// /// ///
/// ///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
/// /// /// /// /// /// /// /// /// /// /// /// ///
/// /// /// /// /// /// /// /// /// /// /// ///
/// /// /// /// /// /// /// /// ///
/// /// /// ///
/// /// /// /// /// /// /// /// /// /// /// ///
/// /// /// /// /// /// /// ///
/// /// /// /// /// ///
/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ///
///
///
///
///
///
///
///
///
///
////// /// ///
///
///
///
/// ///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
/// /// ///
/// /// /// ///
/// /// ///
/// /// /// /// /// ///
///
/// /// ///
///
///
///
///
///
///
///
///
///
/// ///
/// ///
/// /// /// ///
///
///
///
///
///
///
/// ///
///
///
///
///
///
///
///
///
/// /// /// /// ///
///
/// /// /// /// /// /// /// /// /// ///
/// /// /// ///
/// /// /// /// /// /// /// /// /// /// /// /// ///
/// ///
/// /// /// /// /// /// /// /// /// /// /// ///
/// /// /// /// /// /// /// /// /// /// /// /// ///
/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ///
/// /// /// /// /// /// /// /// /// ///
BIKE

LANE LANE BIKE LANE BIKE
STOP
STOP
STOP
STOP
STOP

STOP STOP
LANE
BIKE
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT SUNSET AVENUE (EAST OF HWY 101) - PLAN SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 46 70

Page 93 of 158 ends

///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
AC
AC

AC SUNSET AVENUE

SD SD SD
SD
SD
SD
SD
SD
SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W

W /// /// /// /// /// /// /// /// /// ///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
/// /// /// /// /// ///
///
///
///
///
///
///
/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ///
///
///
///
///
///

YIELD ///
///
/// /// ///
///
///
///
/// /// /// /// /// /// /// /// /// ///
/// /// /// /// ///
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
0+00 TEXT

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 0+00 TEXT
3+00 SD SD SD SD SD SD SD SD3+00 SD SD SD SD SD SD SD SD3+00 SD SD SD SD SD SD SD SD ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT SUNSET AVE ACCESS SKATE PARK ACCESS 21 SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 21 22 22 8 4
6 7
1 18" HDPE, 20' 16 10
9 4 SKATE PARK
X.X% 1.5% 1.5% 21
3 6 3
6 5
6 21
1 14', DIR BURY 20', A.B. 20', A.B. 14', DIR BURY 70

Page 94 of 158 ends

7+00 SD SD SD SD SD SD SD SD SD SD SD SD SD SD 7+00 SD SD SD SD SD SD SD SD SD SD SD SD SD SD 7+00 SD SD SD SD SD SD SD SD SD SD SD SD SD SD AC /// /// /// /// /// /// /// /// /// /// /// AC JP /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ///
/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// GAS GAS GAS GAS GAS W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W 2255 TODD CT 12+00 13+00 ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT LARSON PARK ACCESS SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 16 18" HDPE, 20' 2.5% 2.0% 1.5% 4 1.5% 6 6 SIM (RETAINER) 23 23 24 1 LARSON PARK TODD CT ACCESS 4.1% 3 4 3 6 6 SIM (RETAINER) SIM (RETAINER) 1.5% 1.5% 1.5% 1 21 16 12" HDPE, 15' 21 14', DIR BURY 70

Page 95 of 158 ends

AC NWPRR R/W W W W W W W W W W SS SS SS SS SS SS SS SS W W W W W W W W 24+00 SD SD SD SD SD SD /// /// 24+00 SD SD SD SD SD SD 24+00 SD SD SD SD SD SD W W W WJPW W W 20+00 SD SD SD SD SD SD 20+00 SD SD SD SD SD SD 20+00 SD SD SD SD SD SD ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL CAL POLY HUMBOLDT - STUDENT HOUSING SOUTHERN ACCESS CAL POLY HUMBOLDT- STUDENT HOUSING NORTHERN ACCESS 2.3% 1.5% 1.5% 1.5% 13 4 1 1 4 6 SIM (RETAINER) 16 18" HDPE, 20' 6 23 4.6% 2.5% 3 18" HDPE, 20' 16 CAL POLY HUMBOLDT - STUDENT HOUSING (HINARR HU MOULIK) 70

Page 96 of 158 ends

52+00 53+00 AMRRR R/W NWPRR R/W SS SS SS SS SS GAS GAS GAS GAS GAS GAS GAS W W W W W W W W W W W W W W W W W W W W W W W /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// W W W W W W W W W W W W W /// /// /// /// /// /// /// /// /// /// /// /// /// /// 52+00 53+00 90+00 JP /// /// /// /// /// JP JP /// /// /// /// /// /// /// /// /// /// /// /// W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SD SD SD SD SD SS SS SS SS W W W W W W W W W W /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ///
/// /// /// /// X X 90+00 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD /// /// /// /// /// /// /// /// /// /// /// /// /// /// X X 90+00 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT WEST END ROAD RIDGE TRAIL ACCESS SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL ALDERGROVE ROAD ACCESS 1 1 1 1 4 4 4 6 7 2 2 18 19 10 9 3 11 17 21 6 1.5% 1.5% 4.5% 21 21 22 22 70

Page 97 of 158 ends

11+44
0+00 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ///
/// /// /// /// /// /// /// /// /// /// /// /// /// STOP W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W STOP
0+00 0+59
///
///
///
///
///
///
///
///
///
///
ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT GIUNTOLI ROAD ACCESS SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL ERICKSON COURT ACCESS 3 2 11 11 11 20 20 20
6 6 23 6 23 6 23 6 24 23 6
4 1
1 1 19 4.7% 4.6% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% SIM (RETAINER) SIM (RETAINER) SIM (RETAINER) SIM (RETAINER) SIM (RETAINER) SIM (RETAINER) 70

Page 98 of 158 ends

/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// STOP /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// STOP STOP STOP 105+00 /// /// /// /// /// /// /// /// /// /// /// /// /// W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SD SD SD SD SD SD SD SD SD SD /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 105+00 /// /// /// /// /// /// /// /// /// /// 105+00 ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECTGIUNTOLI ROAD / WEST END ROAD CURB RAMP - SW CORNER SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL BETTENDORF DRIVEWAY CROSSING GIUNTOLI ROAD / EB ON RAMP CURB RAMP - SE CORNER 2 2 3 3 6 6 4 4 4 11 11 21 21 4 4 70

Page 99 of 158 ends

/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 1+00 2+00 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// STOP STOP STOP SS SS SS STOP STOP ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL GIUNTOLI ROAD / BOYD ROAD CROSSING GIUNTOLI ROAD / WB ON RAMP CURB RAMP - SW CORNER 4 4 4 3 3 3 3 6 6 6 1.0% 1.5%

1.5% 7.5% 1.5% 1.5% 0.5% 7.5% 1.5%7.5% 1.1% 1.0% 7.5% 1.0% 3 7.5% 7.5% 1.5% 70

Page 100 of 158 ends

/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// W W W W W W W W W W W W W W W W W W W W W W W W /// /// /// /// /// /// /// /// /// /// /// /// /// /// SS X X X SD SD SD SD SD SD SD X X X X X X X X X X X 118+00 X X X SD SD SD SD SD SD SD X X X X X X X X X X X 118+00 ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT WEST END ROAD ACCESS PARCEL LINES SHOWN HEREIN (WITH THE EXCEPTION OF THE GRTA RIGHT OF WAY) ARE APPROXIMATE AND BASED ON THE CITY OF ARCATA'S GIS PARCEL MAPPING. THE PARCEL LINES ARE SHOWN, AND INTENDED TO BE USED FOR REFERENCE ONLY. Feet 0 20 40 10 SHEET KEY NOTES (N) BIKE RACK PER DETAIL (N) INTERPRETIVE SIGN PER DETAIL (N) 10' WIDE PAVED TRAIL W/ 2' GRAVEL SHOULDERS PER DETAIL (N) CONCRETE DETECTABLE WARNING PAD PER DETAIL (N) BOLLARD PER DETAIL (N) BENCH PER DETAIL (N) DETECTABLE WARNING SURFACE PER DETAIL (N) 4" CONCRETE PER DETAIL (N) 6" CONCRETE PER DETAIL (N) FENCE PER DETAIL ADJUST (E) UTILITY COVER TO GRADE PER DETAIL (N) A2-6 CURB PER DETAIL (N) A1-6 CURB PER DETAIL (N) SIGN & POST PER DETAIL SALVAGE & REINSTALL (E) SIGN POST PER DETAIL (N) STORM DRAIN PIPE PER DETAIL (N) AC ROADWAY/DRIVEWAY PER DETAIL (N) CONCRETE WHEEL STOP PER DETAIL (N) TEMPORARY VEGETATION PROTECTION FENCING PER DETAIL (N) RETAINING WALL PER DETAIL (N) SOLAR TRAIL LIGHT PER DETAIL (N) ENHANCED PEDESTRIAN CROSSING SYSTEM PER DETAIL (N) HANDRAIL PER DETAIL (N) STAIRS PER DETAIL 1 1 2 2 11 11 21 21 22 22 20', A.B. 20', A.B. 16 18" HDPE, 30'± 70

Page 101 of 158 ends

ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT TRAIL 1 TRAIL AND SHOULDER STRUCTURAL SECTION 2 CONCRETE DETECTABLE WARNING PAD A A SECTION A-A 3 4" CONCRETE SIDEWALK 7' (TYP) VARIES (SEE NOTE 11) 7' (TYP) 6' (TYP) 6" GUTTER FLOWLINE WHEN NOT POURING MONOLITHIC CURB #3 REBAR AND SIDEWALK USE DETAIL "A" OR CITY STD DTL "TYPE E CURB AND GUTTER W/ SIDEWALK" AGGREGATE BASE (TYP) 14" 6" 1.5" 4" 5'5" (TYP) 10" 2" 6" 4" 6" 6" 1" 1.5" 5' 5' 5' 15' 18" TO 316" 18" TO 316" 6" 4"MAX 4 6" CONCRETE DRIVEWAY 70

Page 102 of 158 ends

ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT WHEN NOT POURING MONOLITHIC CURB AND SIDEWALK USE DETAIL "A" OR CITY STD DTL "TYPE E CURB AND GUTTER W/ SIDEWALK" AGGREGATE BASE (TYP) 14" 6" 1.5" 4" 5'5" (TYP) 10" 2" 6" 4" 6" 6" 6" 4"MAX WHEN NOT POURING MONOLITHIC CURB AND SIDEWALK USE DETAIL "A" R=1" AGGREGATE BASE (TYP) 4" 5'5" (TYP) 8" 2" 6" 4" 6" 12" 6" 1.5" 24" 2" OR 1" AT 6" CURB RAMPS 6" 6" 8 BIKE RACK 5 A1-6 CURB 6 A2-6 7 INTERPRETIVE SIGN DETAIL 9 BENCH ROUNDED CONCRETE OR SCREW ON CAP REFLECTIVE STRIPS 4" DIA. SCH. 40 GALVANIZED PIPE FILLED WITH CONCRETE & PAINTED IN ACCORDANCE WITH AGENCY REQUIREMENTS CONCRETE “ ” 36" 12" 18" MANUFACTURER: SUNSHINE U-LOK 31316 VIA COLINAS, SUITE 102 WESTLAKE VILLAGE, CA 91362 818-707-0110 MODEL: SIMPLE LOK IN GROUND 3714 [946mm] 2012 [521mm] 2514 [641mm] 2378 [606mm] 10 BOLLARD (PERMANENT) 70

Page 103 of 158 ends

ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT 11 6' CHAIN LINK FENCE AND GATE CORNER FENCE GATE 4' OR 6' TALL (SEE PLANS) 12 ADJUST UTILITY COVER TO GRADE 13 ROADSIDE SIGN & POST 2.0' CLEAR SHOULDER (N) SIGN

8.0' (N) TRAIL FACE OF CURB SIGN POST BASE SIGN POST BACK OF WALK FINISHED GRADE (TYP) SIGN WIDTH D 30" 15" 24" 12" 12" 8" 14 PIPE TRENCH BACKFILL 70

Page 104 of 158 ends

ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT WETLANDS OR SENSITIVE AREAS WORKING ADJACENT TO WETLANDS OR SENSITIVE AREAS WORKING WITHIN (N) AC PAVING 2'-0" 6" EP (2) 1/2" DIAMETER PINS 4'-0" LONG PRECAST WHEELSTOP 17 TEMPORARY VEGETATION PROTECTION FENCING 15 ASPHALTIC CONCRETE PAVEMENT STRUCTURAL SECTION ROADWAY / DRIVEWAY 16 CONCRETE WHEEL STOP 20 SPLIT RAIL FENCE DETAIL 19 SIDEWALK THICKENED EDGE 6" COMPACTED CLASS II AGGREGATE BASE BELOW WALL APPROX. EXISTING GRADE 6"
MIN (N) 3'x3'x6' GABION BASKET RETAINING WALL (HEIGHT PER PLAN) GABION BASKET RETAINING WALL SYSTEM WALL FG SIDEWALK WITH THICKENED EDGE PER DETAIL (WHERE SHOWN) FACE OF GABION SHALL HAVE BACKING MAT, PLASTIC COATED HARDWARE CLOTH, AND GEOTEXTILE FABRIC TO CONTAIN AGGREGATE FILL. PLACE GEOTEXTILE FABRIC TO PREVENT CONCRETE FROM SPILLING INTO GABION BASKET 1:1 MAX APPROX. EXISTING GRADE FENCE/HANDRAIL PER PLAN 1:1 MAX (3) #4 HORIZONTAL BARS, TOP AND BOTTOM #4 @ 24" O.C. EACH WAY IN SIDEWALK 24" 15"
6" MIN #4 VERTICAL DOWELS AT 24" O.C. 3" CLEAR (TYP) CONCRETE, BASE AND SUBGRADE PER SIDEWALK STANDARD DETAIL 18 6" 58 70

Page 105 of 158 ends

ARCATA ANNIE & MARY TRAIL CONNECTIVITY PROJECT MINIMUM FINE $250 PARKING ONLY VAN ACCESSIBLE NO PARKING WIDTH VARIES (N) CONTINENTAL CROSS WALK MARKINGS. PER CALTRANS STANDARD PLAN A24F (N) PAVEMENT MARKINGS PER LATEST MUTCD (N) A.C. SPEED TABLE SLOPE=4% SLOPE=4% SLOPE=2% (E) A.C. PAVING (N) A.C. SPEED TABLE SEE NOTE 4 14" PLATE 3" STUD ANCHOR AT 14" O.C. 14" CHECKERED PLATE NON-SLIP SURFACE BEND END OF PLATE TO MATCH CURB FACE UNDER SIDEWALK DRAIN GUTTER CURB FACE UNDER SIDEWALK DRAIN 14" CHECKERED PLATE NON-SLIP SURFACE GUTTER CURB UNDER SIDEWALK DRAIN AC PAVEMENT 14" CHECKERED PLATE NON-SLIP SURFACE SIDEWALK BACK OF WALK SEE NOTE 6 SEE NOTE 6 SEE NOTE 6 (P)10'- 6"x6" PT FENCE POSTS (N)2'X4' REDWOOD MIDDLE AND BOTTOM RAIL, TYP. 24 WOOD FENCE (N) REDWOOD FENCE BOARD, TYP 25 WOOD FENCE AT EXISTING CHAIN LINK (E) CHAIN LINK FENCE POSTS (N)2'X4' PT TOP, MIDDLE AND BOTTOM RAIL, TYP. (N) 12 GA. GALVANIZED STEEL PIPE GRIP TIE, TYP. (N) 1"X6"X72" REDWOOD FENCE BOARD, DOG-EARED, TYP (N) CONCRETE FOOTING 21 ACCESSIBLE PARKING 23 SIDEWALK UNDERDRAIN 22 ELEVATED CROSSWALK 59 70

Page 106 of 158 ends

Arcata City CouncilSeptember 3, 2025

Arcata City Council
September 3, 2025