Ukiah City Council
March 2, 2022

City Council
Regular Meeting
AGENDA
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March 2, 2022 - 6:00 PM

1. ROLL CALL

2. PLEDGE OF ALLEGIANCE

3. PROCLAMATIONS/INTRODUCTIONS/PRESENTATIONS

3.a. Proclamation of the Ukiah City Council Recognizing March as Women’s History Month.

Recommended Action: Issue a Proclamation of the Ukiah City Council recognizing March as Women's History Month.

Attachments:

1. Proclamation - 2022 Women's History Month

2. Women's Gala Flyer

4. PETITIONS AND COMMUNICATIONS

5. APPROVAL OF MINUTES

5.a. Approval of the Minutes for the February 16, 2022, Special Meeting.

Recommended Action: Approve minutes for the February 16, 2022, special meeting.

Attachments:

1. 2022-02-16 Draft Minutes - Special Meeting

5.b. Approval of the Minutes for the February 16, 2022, Regular Meeting.

Recommended Action:

Attachments:

1. 2022-02-16 Draft Minutes

6. RIGHT TO APPEAL DECISION

7. CONSENT CALENDAR

7.a. Approval of Contract Amendment with GHD Inc. for the Additional Support in Environmental Studies and Permitting for the Great Redwood Trail Phase 4 Project.

Recommended Action: Approve contract amendment with GHD Inc. for the additional support in environmental studies and permitting for the Great Redwood Trail Phase 4 Project, and approve corresponding budget amendment.

Attachments:

1. GHD - GRT4_Amendment 1_Environmental Services

7.b. Approval of Notice of Completion for Ghilotti Construction Co. for the Downtown Streetscape Road Diet Project, Specification 19-18, and Direct the City Clerk to File the Notice of Completion with the County Recorder.

Recommended Action: Approve Notice of Completion for the Downtown Streetscape Road Diet Project, Specification 19-18, and direct the City Clerk to file the Notice of Completion with the County Recorder.

Attachments:

1. Spec 19-18 Plans

2. Notice-of-Completion

7.c. Approval of Notice of Completion for CV Larsen Co. for the Pressure Zone 2 South (PZ2S) Water Reservoir Replacement Project, Specification 20-02, and Direct the City Clerk to File the Notice of Completion with the County Recorder.

Recommended Action: Approve Notice of Completion for the Pressure Zone 2 South (PZ2S) Reservoir Replacement Project, Specification 20-02, and direct the City Clerk to file the Notice of Completion with the County Recorder.

Attachments:

1. Spec 20-02 Plans

2. Notice-of-Completion

7.d. Approval of Notice of Completion for Pavement Coatings Co., for the 2021 Slurry Seal of Local Streets, Specification 21-03, and Direct the City Clerk to File the Notice of Completion with the County Recorder.

Recommended Action: Approve Notice of Completion for the 2021 Slurry Seal of Local Streets, Specification 21-03, and direct the City Clerk to file the Notice of Completion with the County Recorder.

Attachments:

1. Plans Spec 21-03

2. Notice-of-Completion

7.e. Report of the Emergency Purchase of New Traffic Signal Control System at the Intersection of North State and Empire Drive/Ford Road from DC Electric Group in the Amount of $30,395.00 Recommended Action: Receive report of the Emergency Purchase of New Traffic Signal Control System at the Intersection of North State and Empire Drive/Ford Road from DC Electric Group in the amount of $30,395.00
Attachments:

1. PO 47727

7.f. Approval of Contract Amendment with Ukiah Waste Solutions for Biosolids Removal at the Wastewater Treatment Plant
Recommended Action: Approve contract amendment with Ukiah Waste Solutions for Biosolids Removal at the Wastewater Treatment Plant.

Attachments:

1. Original Agreement

2. Amendment 1-4

3. Amendment 5

7.g. Approve a Budget Amendment to the Engineering Fund for the Expenses Related to Preliminary Engineering of the Local Roadway Safety Plan (LRSP) Using General Funds.

Recommended Action: Approve a budget amendment to the Engineering Fund for the expenses related to Preliminary Engineering of the Local Roadway Safety Plan (LRSP) using General Funds.

Attachments:

1. Mendocino Council of Governments (MCOG) 2021-10-27

2. 5049028 PSA

7.h. Approve to Use Professional Service Contracts for the Grace Hudson Museum Roof Replacement Project on an As-Needed Basis, and Approve Amending the Budget as Needed to Cover the Expenses.

Recommended Action: Approve to use the contracts listed with Thomas Hise, Architect, David Jankovsky, Engineer, and OTMK Law, and perform corresponding budget amendments on an as needed basis.

Attachments:

1. Thomas Hise Contract

2. JES Engineering - Inspection for Grace Hudson Roof 2021-226

3. OTMK Law - Engagement Letter

8. AUDIENCE COMMENTS ON NON-AGENDA ITEMS

9. COUNCIL REPORTS

10. CITY MANAGER/CITY CLERK REPORTS

11. PUBLIC HEARINGS (6:15 PM)

12. UNFINISHED BUSINESS

12.a. Consideration of the Following Actions Associated with the Ukiah Western Hills Open Land Acquisition & Limited Development Agreement Project: 1) Authorize the City Manager to Negotiate and Execute the Easement, Road Access and Maintenance Agreement (“Road Access Agreement”); 2) Authorize the City Manager to Negotiate and Execute the Property Purchase-Sale / Exchange and Development Agreement and Joint Escrow Instructions (“Limited Development and Property Exchange Agreement”); and 3) Approve Corresponding Budget Amendments.

Recommended Action: Approve the following actions; 1) Authorize the City Manager to Negotiate and Execute the Easement, Road Access and Maintenance Agreement (“Road Access Agreement”); 2) Authorize the City Manager to Negotiate and Execute the Property Purchase-Sale / Exchange and Development Agreement and Joint Escrow Instructions (“Limited Development and Property Exchange Agreement”); and 3) Approve Corresponding Budget Amendments.

Attachments:

1. Easement Road Access and Maintenance Agreement

2. Exchange Development Agreement

3. Draft 3-2-22 Western Hills Project Presentation Draft

12.b. Possible Introduction by Title Only of the Organic Waste Disposal Reduction Ordinance.

Recommended Action: Introduce by Title Only the Organic Waste Disposal Reduction Ordinance.

Attachments:

1. Organic Waste Disposal Reduction Ordinance

12.c. Approval of Plans and Specifications for the Dora Street Utility Improvement Project, Specification No. 19-01, and Direct Staff to Advertise for Bids.

Recommended Action: Approve the Plans and Specifications for the Dora Street Utility Improvement Project, Specification No. 19-01, and direct Staff to advertise for bids.

Attachments:

1. PLANS Spec 19-01 Dora Utility Improvement

12.d. Approval of Plans and Specifications for the Dora Street Overlay Project, Specification No. 21- 05, and Direct Staff to Advertise for Bids.

Recommended Action: Approve the Plans and Specifications for the Dora Street Overlay Project, Specification No. 21-05, and direct Staff to advertise for bids.

Attachments:

1. Spec 21-05 Dora Overlay Project

12.e. Approval of Plans and Specifications for the State Street and Dora Street Rehabilitation Project, Specification No. 21-04, and Direct Staff to Advertise for Bids.

Recommended Action: Approve the Plans and Specifications for the State Street and Dora Street Rehabilitation Project, Specification No. 21-04, and direct Staff to advertise for bids.

Attachments:

1. PLANS - 21-04 State and Dora Rehabilitation

13. NEW BUSINESS

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

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

Attachments:

1. 2022 City Council Special Assignments

14. CLOSED SESSION - CLOSED SESSION MAY BE HELD AT ANY TIME DURING THE MEETING

14.a. Conference with Legal Counsel—Anticipated Litigation (Government Code Section 54956.9(d)(2 & 3))
Significant exposure to litigation pursuant to Government Code Section 54956.9(d)(2)(Number of potential cases: 1)
Recommended Action:

Attachments: None

14.b. Conference with Legal Counsel – Anticipated Litigation (Government Code Section 54956.9(d)(2)or(3))
Significant exposure to litigation pursuant to paragraph (2) or (3) of subdivision (d) of Section 54956.9: (1 potential case, involving possible termination of construction contract for cause) Recommended Action:

Attachments: None

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

Attachments: None

14.d. Conference with Legal Counsel – Existing Litigation (Government Code Section 54956.9(d)(1))
Name of case: Vichy Springs Resort v. City of Ukiah, Et Al; Case No. SCUK-CVPT-20-74612 Recommended Action:

Attachments: None

14.e. Conference with Legal Counsel – Existing Litigation (Cal. Gov’t Code Section 54956.9(d)(1))
Name of case: City of Ukiah v. Questex, LTD, et al, Mendocino County Superior Court, Case No. SCUK- CVPT-15-66036
Recommended Action:

Attachments: None

14.f. Conference with Legal Counsel – Existing Litigation (Cal. Gov’t Code Section 54956.9(d)(1))
Name of case: Siderakis v. Ukiah, et al, Mendocino County Superior Court, Case No. 21CV00603
Recommended Action:

Attachments: None

14.g. Conference with Legal Counsel – Existing Litigation (Government Code Section 54956.9(d)(1))
Name of case: Gerardo Magdaleno, by and through his Guardian Ad Litem, Pedro Francisco Magdaleno v. City of Ukiah, Justin Wyatt (Fed. Dist. Ct. N.D. Cal.) 3:21-2609 VC.

Recommended Action:

Attachments: None

14.h. Conference with Real Property Negotiators
(Cal. Gov’t Code Section 54956.8)
Property: APN Nos: 157-050-03, 157-060-02, 157-050-04, 157-050-03, 157-030-02, 157-050- 01, 157-050-02, 157-050-10, 157-050-09, 157-070-01, 157-070-02, 003-190-01 Negotiator: Sage Sangiacomo, City Manager;
Negotiating Parties: Dave Hull and Ric Piffero
Under Negotiation: Price & Terms of Payment
Recommended Action:

Attachments: None

14.i. Conference with Real Property Negotiators
(Cal. Gov’t Code Section 54956.8)
Property: 1850 Talmage Road, Ukiah, CA 95482
Negotiator: Sage Sangiacomo, City Manager, or his Designee Negotiating Parties: City of Ukiah and Rogina Water Company Under Negotiation: Price & Terms of Payment
Recommended Action:

Attachments: None

14.j. Conference with Labor Negotiator (54957.6)
Agency Representative: Sage Sangiacomo, City Manager
Employee Organizations: All Bargaining Units
Recommended Action:

Attachments: None

15. ADJOURNMENT
Please be advised that the City needs to be notified 72 hours in advance of a meeting if any specific accommodations or interpreter services are needed in order for you to attend. The City complies with ADA requirements and will attempt to reasonably accommodate individuals with disabilities upon request. Materials related to an item on this Agenda submitted to the City Council after distribution of the agenda packet are available for public inspection at the front counter at the Ukiah Civic Center, 300 Seminary Avenue, Ukiah, CA 95482, during normal business hours, Monday through Friday, 8:00 am to 5:00 pm.

I hereby certify under penalty of perjury under the laws of the State of California that the foregoing agenda was posted on the bulletin board at the main entrance of the City of Ukiah City Hall, located at 300 Seminary Avenue, Ukiah, California, not less than 72 hours prior to the meeting set forth on this agenda.

Kristine Lawler, CMC/City Clerk
Dated: 2/25/22

Agenda Item No: 3.a.

MEETING DATE/TIME: 3/2/2022
ITEM NO: 2022-1438

AGENDA SUMMARY REPORT
SUBJECT: Proclamation of the Ukiah City Council Recognizing March as Women’s History Month.

DEPARTMENT: City Manager /
Admin PREPARED BY: Traci Boyl, Management Analyst
PRESENTER: Jim O. Brown, City Council, Mayor
ATTACHMENTS:

1. Proclamation - 2022 Women's History Month

2. Women's Gala Flyer
Summary: Council to issue a proclamation recognizing March as Women's History Month.

Background: The City celebrates and honors women and their contribution to our community annually during the month of March. In March of 1983, the first Women's History Gala Celebration in Mendocino County was held at Anderson Valley High School. Thereafter, each year, until 2020, it has been held in the City of Ukiah, with the celebration this year marking its 38th anniversary.

Discussion: At the March 2, 2022, Regular Meeting , the City Council will issue a Proclamation (Attachment 1) recognizing March as Women's History Month. In addition to the proclamation, the Mendocino Women's Political Coalition and the American Association of University Women-Ukiah will co-sponsor the Women'ts History Gala Celebration scheduled to take place at the Ukiah Civic Center on March 20, 2022 (Attachment 2). "Women Providing Healing, Promoting Hope", is the theme for this year's event celebrating the ceaseless work of caregivers and frontline workers during this ongoing pandemic and also a recognition of the thousands of ways that women of all cultures have provided both healing and hope throughout history.

Recommended Action: Issue a Proclamation of the Ukiah City Council recognizing March as Women's History Month.

BUDGET AMENDMENT REQUIRED:

CURRENT BUDGET AMOUNT:

PROPOSED BUDGET AMOUNT:

FINANCING SOURCE:

PREVIOUS CONTRACT/PURCHASE ORDER NO.:

COORDINATED WITH:

ROCLAMATION CITY OF UKIAH
RECOGNIZING MARCH 2022 AS “WOMEN’S
HISTORY MONTH” IN THE CITY OF UKIAH
WHEREAS, in March 1983 the first Women’s History Gala Celebration in Mendocino County was held in the Anderson Valley High School, thereafter, each year it has been held in the City of Ukiah, the seat of Mendocino County, with the celebration this year marking its 38th anniversary; and
WHEREAS, the Mendocino Women’s Political Coalition (MWPC) and the American Association of University Women-Ukiah are the co-sponsors of the Women’s History Gala Celebration to take place on Sunday, March 20, 2022 at the Saturday Afternoon Clubhouse.

The public is invited to attend; and
WHEREAS, the aforementioned women’s organizations continue to work to increase and acknowledge the roles of women at all levels of community and public service, and to become knowledgeable about issues that affect their equality and to foster networks that extend and expand the creative, social, and political strength of women; and WHEREAS, promoting and celebrating the equality and achievements of all women continue to be at the core of the 2022 celebration of Women’s History Month, the tradition of the annual Women’s History Gala Celebration is to recognize and honor particular women who exemplify each year’s designated theme for contributions in their communities through their fields of work; and History Month; and
WHEREAS, “Women Providing Healing, Promoting Hope” is the theme for this year's event celebrating the ceaseless work of caregivers and frontline workers during this ongoing pandemic and also a recognition of the thousands of ways that women of all cultures have provided both healing and hope throughout history.

THEREFORE BE IT RESOLVED that the City Council of the City of Ukiah, hereby proclaims March 2022, as.
“Women’s History Month in the City of Ukiah”
____________________________
Jim O. Brown
City Council, Mayor
ATTACHMENT 1
Signed and sealed, this 2nd day of March in the year Two Thousand and Twenty-Two.

WOMEN’S HISTORY

GALA CELEBRATION
38th Annual
Featuring:
2022 Honorees
Presented by MENDOCINO WOMENS POLITICAL COALITION, UKIAH AMERICAN ASSOCIATION OF UNIVERSITY WOMEN -- supporting women in leadership
Sponsored by SATURDAY AFTERNOON CLUBHOUSE, CLOUD FOREST INSTITUTE MUSIC with the

THE MENDOCINO GAGGLE

OF RAGING GRANNIES

REFRESHMENTS

EVERYONE WELCOME

SUGGESTED DONATION
$10 AT THE DOOR
masks and distancing
MALIA COHEN, speaker

GEORGINA MARIE GUARDADO
poet

CYNTHIA SAVAGE
Willits Daily Bread

SHIRLEY MATILTON

FEATHER
Native American entrepreneur

CAMILLE SCHRAEDER

REDWOOD

COMMUNITY

SERVICES
Chair of the State Board of Equalization. Formerly
President of the SF Board of Supervisors, Cohen
works for women in leadership roles
Award winning poet from Lakeport and
Lake County Poet Laureate, the first Mexican-American and the youngest to serve SUNDAY
MARCH 20
1-3 PM
Saturday Afternoon Clubhouse
107 S. Oak Street, Ukiah
ATTACHMENT 2

AGENDA ITEM 5a

CITY OF UKIAH

CITY COUNCIL MINUTES
Special Meeting
Virtual Meeting Link: https://zoom.us/j/97199426600
Ukiah, CA 95482
February 16, 2022
6:00 p.m.

1. ROLL CALL AND PLEDGE OF ALLEGIANCE
Ukiah City Council met at a Special Meeting on February 16, 2022, having been legally noticed on February 10, 2022. The meeting was held virtually at the following link:
https://zoom.us/j/97199426600. Mayor Brown called the meeting to order at 4:35 p.m. Roll was taken with the following Councilmembers Present: Juan V. Orozco, Douglas, F. Crane, Mari Rodin, Josefina Dueňas (arriving at 4:38 p.m.), and Jim O. Brown. Staff Present: Sage Sangiacomo, City Manager; David Rapport, City Attorney; Sheri Mannion, Human Resources Director/Risk Manager; and Kristine Lawler, City Clerk.

MAYOR BROWN PRESIDING.

The Pledge of Allegiance was led by City Manager Sangiacomo and Mayor Brown.

2. AUDIENCE COMMENTS ON NON-AGENDA ITEMS
No public comment was given.

3. CLOSED SESSION
a. Conference with Legal Counsel – Anticipated Litigation (Government Code Section 54956.9(d)(2 & 3))
Significant exposure to litigation pursuant to Government Code Section 54956.9(d)(2)(Number of potential cases: 1)
b. Conference with Legal Counsel – Anticipated Litigation (Government Code Section 54956.9(d)(2)or(3))
Significant exposure to litigation pursuant to paragraph (2) or (3) of subdivision (d) of Section 54956.9: (1 potential case, involving possible termination of construction contract for cause)
c. Conference with Legal Counsel – Anticipated Litigation (Government Code Section 54956.9(d)(1))
Name of case: Vichy Springs Resort v. City of Ukiah, Et Al; Case No.

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

SCUK-CVPT-20-74612
e. Conference with Legal Counsel – Existing Litigation
(Cal. Gov’t Code Section 54956.9(d)(1))
Name of case: City of Ukiah v. Questex, LTD, et al, Mendocino County Superior Court, Case No. SCUK- CVPT-15-66036

City Council Minutes for February 2, 2022, Special Meeting, Continued:

f. Conference with Legal Counsel – Existing Litigation
(Cal. Gov’t Code Section 54956.9(d)(1))
Name of case: Siderakis v. Ukiah, et al, Mendocino County Superior Court, Case No. 21CV00603
g. Conference with Legal Counsel – Existing Litigation
(Government Code Section 54956.9(d)(1))
Name of case: Gerardo Magdaleno, by and through his Guardian Ad Litem, Pedro Francisco Magdaleno v. City of Ukiah, Justin Wyatt (Fed.

Dist. Ct. N.D. Cal.) 3:21-2609 VC.
h. Conference with Real Property Negotiators
(Cal. Gov’t Code Section 54956.8)
Property: APN Nos: 157-050-03, 157-060-02, 157-050-04, 157-050-03, 157-030-02, 157-050- 01, 157-050-02, 157-050-10, 157-050-09, 157- 070-01, 157-070-02, 003-190-01
Negotiator: Sage Sangiacomo, City Manager;
Negotiating Parties: Dave Hull and Ric Piffero
Under Negotiation: Price & Terms of Payment
i. Conference with Labor Negotiator (54957.6)
Agency Representative: Sage Sangiacomo, City Manager
Employee Organizations: All Bargaining Units
No action reported.

5. ADJOURNMENT
There being no further business, the meeting adjourned at 5:30 p.m. ________________________________
Kristine Lawler, City Clerk/CMC

AGENDA ITEM 5b

CITY OF UKIAH

CITY COUNCIL MINUTES
Regular Meeting
Virtual Meeting Link: https://zoom.us/j/97199426600
Ukiah, CA 95482
February 16, 2022
6:00 p.m.

1. ROLL CALL
Ukiah City Council met at a Regular Meeting on February 16, 2022, having been legally noticed on February 10, 2022. The meeting was held virtually at the following link:
https://zoom.us/j/97199426600. Mayor Brown called the meeting to order at 6:02 p.m. Roll was taken with the following Councilmembers Present: Juan V. Orozco, Douglas, F. Crane, Mari Rodin, Josefina Dueňas, and Jim O. Brown. Staff Present: Sage Sangiacomo, City Manager; David Rapport, City Attorney; and Kristine Lawler, City Clerk.

MAYOR BROWN PRESIDING.

2. PLEDGE OF ALLEGIANCE
Pledge of Allegiance was held during the special meeting.

3. PROCLAMATIONS/INTRODUCTIONS/PRESENTATIONS
a. Trench Cut Fee Study Presentation.

Presenters: Tim Eriksen, Public Works Director/City Engineer; and Margo Yapp and Debaroti Ghosh, NCE.

PowerPoint Presentation was given and received.

4. PETITIONS AND COMMUNICATIONS
Clerk stated that all communications had been distributed.

5. APPROVAL OF MINUTES
a. Approval of the Minutes for the February 2, 2022, Special Meeting. b. Approval of the Minutes for the February 2, 2022, Regular Meeting.

Motion/Second: Crane/Rodin to approve the Special and Regular Meeting Minutes of February 2, 2022, as submitted. Motion carried by the following roll call votes: AYES: Orozco, Crane, Rodin, Dueňas, and Brown. NOES: None. ABSENT: None. ABSTAIN: None.

6. RIGHT TO APPEAL DECISION

7. CONSENT CALENDAR
a. Report of Disbursements for the Month of January 2022 – Finance. b. Approval of a Four-Year Cooperative Agreement (COU No. 2122-181) for Dispatch Services with the California Department of Forestry and Fire Protection in an Amount Not to Exceed $1,540,822 - Fire.
c. Notification to City Council of Contract No. 2122-163 with Flock Group Inc. for the Rental of Two Cameras in the Amount of $10,500 for the Ukiah Valley Fire Authority - Fire.

City Council Minutes for February 16, 2022, Continued:

d. Adoption of Resolution (2022-10) Authorizing Submittal of an Application (COU No. 2122-182) to the California Department of Housing and Community Development for Funding under the HOME Investment Partnerships Program; and if Selected, the Execution of a Standard Agreement (COU No. 2122-183), Any Amendments Thereto, and of Any Related Documents Necessary to Participate in the HOME Investment Partnerships Program, as well as Authorization of the Corresponding Budget Amendments – Community Development.
e. Adoption of Resolution (2022-11) of the City Council Reconsidering the Circumstances of the State of Emergency and Implementing Teleconferencing Requirements for City Council and Board and Commission Meetings During a Proclaimed State of Emergency Due to the COVID-19 Pandemic – Administration.
f. Possible Adoption of Ordinance Restricting the Retail Sale of Nitrous Oxide – Administration – Pulled by Councilmember Rodin and placed as Agenda Item 13b.
g. Award Purchase to Steven Engineering, for a Vibration Monitoring System for Pumps and Motors for the Waste Water Treatment Plant, in the Amount of $33,312.31 – Water Resources. h. Notification of the Purchase of Axon Fleet 2 Car Camera Five-Year Service Agreement (COU 2122- 191) in the Amount of $63,912.61 - Police.
i. Adoption of a Resolution (2022-12) of Notice of Intent to Comply with Regulatory Requirements of Senate Bill 1383, Short-Lived Climate Pollutants: Organic Waste Reductions and Authorize the Submittal of Intent to Comply to CalRecycle – Public Works. j. Approval of Change Order #13 (COU No. 1920-216-CO13) to Ghilotti Construction in the Amount of $53,242.91 for Traffic Signal Revisions and Other Amenities to the Downtown Streetscape and Road Diet Project, Specification #19-18 and corresponding budget amendment from the General Fund in the amount of $15,693.96 – Public Works.
k. Approval of Purchase of Vendor Cloud Hosting of Tyler Munis Enterprise Resource Planning (ERP) Finance System Servers, in the Amount of $170,296.00 – Information Technology. l. Adoption of Resolution (2022-13) Opposing Initiative 21-0042A1 - Administration.

Motion/Second: Rodin/Orozco to approve Consent Calendar Items 7a-e and g-l, as submitted.

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

NOES: None. ABSENT: None. ABSTAIN: None.

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

9. COUNCIL REPORTS
Presenter: Councilmember Rodin.

10. CITY MANAGER/CITY CLERK REPORTS
Presenters: Sage Sangiacomo, City Manager.
 Public Assistance Programs – Mary Horger, Financial Services Manager and Lori Martin Customer Services and Billing Manager.
 Construction Update – Tim Eriksen, Public Works Director/City Engineer.

City Council Minutes for February 16, 2022, Continued:

11. PUBLIC HEARINGS (6:15 PM)
a. Approval of Application to Demolish Two Structures over the Age of 50 Years Located at 1100, 1102, and 1104 South State Street.

Presenters: Mireya Turner, Planning Manager and Craig Schlatter, Community Development Director.

PUBLIC HEARING OPENED AT 7:15 P.M.

No public comment was received.

PUBLIC HEARING CLOSED AT 7:16 P.M.

Motion/Second: Rodin/Crane to approve the application to demolish two structures located at 1100, 1102 and 1104 South State Street. Motion carried by the following roll call votes: AYES: Orozco, Crane, Rodin, Dueňas, and Brown. NOES: None. ABSENT: None. ABSTAIN: None. b. Conduct a Public Hearing and Consider Adopting Respective Resolutions Authorizing Electric Revenue Bonds, Series 2022 to Make Capital Improvements to the City's Electric System.

Presenter: Dan Buffalo, Finance Director.

PUBLIC HEARING OPENED AT 7:27 P.M.

No public comment was received.

PUBLIC HEARING CLOSED AT 7:28 P.M.

Motion/Second: Crane/Rodin to adopt a resolution (2022-14) authorizing the issuance of electric revenue bonds and authorizing the City Manager to execute all related documents (including following agreement nos: COU No. 2122-185– Installment Sale Agreement; 2122-186 – Indenture of Trust; 2122-187 - Purchase Contract) for the improvement to various capital assets of City's electric system. Motion carried by the following roll call votes: AYES: Orozco, Crane, Rodin, Dueňas, and Brown. NOES: None. ABSENT: None. ABSTAIN: None.

THE CITY COUNCIL ADJOURNED TO THE UKIAH PUBLIC FINANCING AUTHORITY MEETING AT 7:30 P.M.

UKIAH PUBLIC FINANCING AUTHORITY

1. ROLL CALL
The Ukiah Financing Authority met at a Special Meeting on February 16, 2022, having been legally noticed on February 10, 2022. Chair Brown called the meeting to order at 8:07 p.m. Roll was taken with the following Members Present: Juan V. Orozco, Douglas, F. Crane, Mari Rodin, Josefina Dueňas, and Jim O. Brown. Staff Present:

Sage Sangiacomo, City Manager; David Rapport, City Attorney; and Kristine Lawler, Public Financing Authority Secretary.

CHAIR BROWN PRESIDING.

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

City Council Minutes for February 16, 2022, Continued:

3. APPROVAL OF MINUTES
a. Approval of the Minutes for the February 2, 2022, Special Meeting.

Motion/Second: Crane/Orozco to approve the minutes for the February 2, 2022, Special Meeting, as submitted. Motion carried by the following roll call votes: AYES:

Orozco, Crane, Rodin, Dueňas, and Brown. NOES: None. ABSENT: None. ABSTAIN:

None.

4. UNFINISHED BUSINESS
a. Consider Adopting a Resolution Authorizing Electric Revenue Bonds, Series 2022 to Make Capital Improvements to the City's Electric System.

Presenter: Dan Buffalo, Finance Director.

Motion/Second: Crane/Rodin to adopt a resolution (PFA 2022-02) authorizing the issuance of electric revenue bonds and authorizing the City Manager to execute all related documents for the improvement to various capital assets of City's electric system. Motion carried by the following roll call votes: AYES: Orozco, Crane, Rodin, Dueňas, and Brown. NOES: None. ABSENT: None. ABSTAIN: None.

5. ADJOURNMENT

There being no further business, the meeting adjourned at 7:33 p.m.

THE CITY COUNCIL RECONVENED THE REGULAR MEETING AT 7:33 P.M.

13. NEW BUSINESS
b. Possible Adoption of Ordinance Restricting the Retail Sale of Nitrous Oxide - From Consent Calendar Agenda Item 7f.

Presenter: Darcy Vaughn, Assistant City Attorney.

Public Comment: Randi Pielaszczyk, Sofie Knight, and Noah Block, Ukiah Valley Youth Leadership Coalition.

Motion/Second: Rodin/Brown to adopt the Ordinance Restricting the Retail Sale of Nitrous Oxide with a program report to Council in one year. Motion carried by the following roll call votes: AYES:

Orozco, Crane, Rodin, Dueňas, and Brown. NOES: None. ABSENT: None. ABSTAIN: None.

ORDINANCE NO. 1220
ORDINANCE OF THE CITY COUNCIL OF THE CITY OF UKIAH ADDING ARTICLE 7.1 TO DIVISION 2, CHAPTER 2 OF THE CITY CODE TO RESTRICT RETAIL SALES OF NITROUS OXIDE
RECESS: 7:52 – 8:00 P.M.

12. UNFINISHED BUSINESS
a. Receive Status Report and Consider Any Action or Direction Related to the Novel Coronavirus (COVID-19) Emergency Including Operational Preparedness and Response; Continuity of City Operations and Services; Community and Business Impacts; and Any Other Related Matters.

Presenter: Tami Bartolomei, Office of Emergency Management Coordinator.

Report was received.

City Council Minutes for February 16, 2022, Continued:

b. Award Professional Services Agreement to GHD Engineers, Inc. in the Amount of $239,393 to Prepare the Plans, Specifications, and Estimate for the Talmage Road Rehabilitation Project, and Approve Corresponding Budget Amendments.

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

Motion/Second: Orozco/Rodin to award professional services agreement (COU No. 2122-188) to GHD Engineers, Inc. in the amount of $239,393 to prepare the plans, specifications, and estimate for the Talmage Road Rehabilitation Project, and approve corresponding budget amendments.

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

NOES: None. ABSENT: None. ABSTAIN: None.
c. Award Professional Services Agreement to Coastland in the Amount of $285,353 to Prepare the Plans, Specifications, and Estimate for the Main Street Utilities Improvement Project, and Approve Corresponding Budget Amendments.

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

Motion/Second: Rodon/Orozco to award professional services agreement (COU No. 2122-189) to Coastland in the amount of $285,353 to prepare the plans, specifications, and estimate for the Main Street Utilities Improvement Project, and approve corresponding budget amendments. Motion carried by the following roll call votes: AYES: Orozco, Crane, Rodin, Dueňas, and Brown. NOES:

None. ABSENT: None. ABSTAIN: None.
d. Award Professional Services Agreement to BKF Engineers in the Amount of $308,031 to Prepare the Plans, Specifications, and Estimate for the East Perkins Widening Project, and Approve Corresponding Budget Amendments.

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

Motion/Second: Rodin/Orozco to award professional services agreement (COU No. 2122-190) to BKF Engineers in the amount of $308,031 to prepare the plans, specifications, and estimate for the East Perkins Widening Project, and approve corresponding budget amendments. Motion carried by the following roll call votes: AYES: Orozco, Crane, Rodin, Dueňas, and Brown. NOES: None.

ABSENT: None. ABSTAIN: None.
e. Receive Annual Progress Reports on the 2019-2027 Housing Element and 1995 (Current) Ukiah Valley General Plan; and Provide Direction as Necessary.

Presenters: Craig Schlatter, Community Development Director; Jesse Davis, Planning Manager; and Mireya Turning, Planning Manager.

PowerPoint Presentation was given and report was received.

Clerk’s Note: See below for vote to accept report.
f. Consideration of Financial Contribution in the Amount of $50,000 to the Inland Water and Power Commission for Legal Services Related to the Potter Valley Project.

Presenter: Sean White, Water Resources Director.

Motion by Councilmember Crane, seconded by Councilmember Rodin for the recommended action.

Upon further discussion, the motion was updated as follows:

City Council Minutes for February 16, 2022, Continued:

Motion/Second: Crane/Rodin to approve a financial contribution in the amount of $50,000 to the Inland Water and Power Commission for legal services related to the Potter Valley Project. Motion carried by the following roll call votes: AYES: Orozco, Crane, Rodin, Dueňas, and Brown. NOES:

None. ABSENT: None. ABSTAIN: None.
g. Mid-year Budget Report for Fiscal Year 2021-22.

Presenters: Dan Buffalo, Finance Director and Mary Horger, Financial Services Manager.

Report was received.
e. (Continued) Receive Annual Progress Reports on the 2019-2027 Housing Element and 1995 (Current) Ukiah Valley General Plan; and Provide Direction as Necessary.

Presenter: Craig Schlatter, Community Development Director.

Motion/Second: Crane/Rodin to accept the annual progress reports on the 2019-2027 Housing Element and 1995 (Current) Ukiah Valley General Plan. Motion carried by the following roll call votes: AYES: Orozco, Crane, Rodin, Dueňas, and Brown. NOES: None. ABSENT: None. ABSTAIN:

None.

13. NEW BUSINESS
a. Receive Updates; Discussion and Appointments Regarding 2022 Council Assignments; and Consideration of Disbandment and Modification to City Council Committees and Ad Hocs.

Presenters: Councilmember Rodin, Mayor Brown, Councilmember Crane, and City Manager Sangiacomo.

Reports were received.

14. CLOSED SESSION
a. Conference with Legal Counsel – Anticipated Litigation (Government Code Section 54956.9(d)(2 & 3))
Significant exposure to litigation pursuant to Government Code Section 54956.9(d)(2)(Number of potential cases: 1)
b. Conference with Legal Counsel – Anticipated Litigation (Government Code Section 54956.9(d)(2)or(3))
Significant exposure to litigation pursuant to paragraph (2) or (3) of subdivision (d) of Section 54956.9: (1 potential case, involving possible termination of construction contract for cause)
c. Conference with Legal Counsel – Anticipated Litigation (Government Code Section 54956.9(d)(1))
Name of case: Vichy Springs Resort v. City of Ukiah, Et Al; Case No.

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

SCUK-CVPT-20-74612

City Council Minutes for February 16, 2022, Continued:

e. Conference with Legal Counsel – Existing Litigation
(Cal. Gov’t Code Section 54956.9(d)(1))
Name of case: City of Ukiah v. Questex, LTD, et al, Mendocino County Superior Court, Case No. SCUK- CVPT-15-66036
f. Conference with Legal Counsel – Existing Litigation
(Cal. Gov’t Code Section 54956.9(d)(1))
Name of case: Siderakis v. Ukiah, et al, Mendocino County Superior Court, Case No. 21CV00603
g. Conference with Legal Counsel – Existing Litigation
(Government Code Section 54956.9(d)(1))
Name of case: Gerardo Magdaleno, by and through his Guardian Ad Litem, Pedro Francisco Magdaleno v. City of Ukiah, Justin Wyatt (Fed.

Dist. Ct. N.D. Cal.) 3:21-2609 VC.
h. Conference with Real Property Negotiators
(Cal. Gov’t Code Section 54956.8)
Property: APN Nos: 157-050-03, 157-060-02, 157-050-04, 157-050-03, 157-030-02, 157-050- 01, 157-050-02, 157-050-10, 157-050-09, 157- 070-01, 157-070-02, 003-190-01
Negotiator: Sage Sangiacomo, City Manager;
Negotiating Parties: Dave Hull and Ric Piffero
Under Negotiation: Price & Terms of Payment
i. Conference with Labor Negotiator (54957.6)
Agency Representative: Sage Sangiacomo, City Manager
Employee Organizations: All Bargaining Units
No Closed Session was held during the regular meeting.

15. ADJOURNMENT
There being no further business, the meeting adjourned at 9:56 p.m. ________________________________
Kristine Lawler, City Clerk/CMC

Agenda Item No: 7.a.

MEETING DATE/TIME: 3/2/2022
ITEM NO: 2022-1419

AGENDA SUMMARY REPORT
SUBJECT: Approval of Contract Amendment with GHD Inc. for the Additional Support in Environmental Studies and Permitting for the Great Redwood Trail Phase 4 Project.

DEPARTMENT: Public Works PREPARED BY: Andrew Stricklin, Associate Engineer PRESENTER: Tim Eriksen, Director of Public Works / City Engineer
ATTACHMENTS:

1. GHD - GRT4_Amendment 1_Environmental Services
Summary: The City Council will consider giving approval of a contract amendment with GHD Inc. for the additional support in environmental studies and permitting for the Great Redwood Trail Phase 4 Project, and consider approving a corresponding budget amendment.

Background: At the September 15, 2021 meeting, Council awarded a professional services agreement to GHD, Inc. in the amount of $312,491 to prepare the plans, specifications and estimate for the Great Redwood Trail Phase 4 Project (GRT4). This project will extend the existing rail trail phase 2 from Commerce Drive south approximately 1.9 miles past Plant Road near the City's wastewater treatment plant. The new phase will provide connectivity from the Redwood Business Park to the Ukiah Animal Shelter at Plant Road. Staff obtained the same California Natural Resources Agency grant through the Urban Greening Program that provided funding for phase 3 of the trail. This funding is providing for both design and construction of this project.

Discussion: After starting the development of plans for this project, GHD and City staff determined the need to keep the trail parallel to the railroad tracks at this time, which will likely require support in getting permits from the California Department of Fish and Wildlife, Regional Water Quality Control Board, and United States Army Corp of Engineers before construction. The scope of work will include preparation of field work and technical studies to determine potential habitat and aquatic features, necessary permit applications, and subsequent coordination with the regulatory agencies. The total fee for these additional professional services is $49,818. (Attachment 1) A budget amendment will be necessary to cover this additional work.

Recommended Action: Approve contract amendment with GHD Inc. for the additional support in environmental studies and permitting for the Great Redwood Trail Phase 4 Project, and approve corresponding budget amendment.

BUDGET AMENDMENT REQUIRED: No
CURRENT BUDGET AMOUNT: 51124210.80230.18253 $3,098,921
PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: Urban Greening Program Grant
PREVIOUS CONTRACT/PURCHASE ORDER NO.: Contract 2122118
COORDINATED WITH: Tim Eriksen, Director of Public Works / City Engineer

The Power of Commitment
GHD Inc. 12557341
City of Ukiah Ref: COU No. 2122118
Our ref: 12557341
February 17, 2022
Tim Eriksen
Public Works Director / City Engineer
City of Ukiah
300 Seminary Avenue
Ukiah, CA 95482
RE: Great Redwood Trail Phase 4, Environmental Studies and Permitting Dear Mr. Eriksen,
The City of Ukiah is currently in the planning phase to construct Phase 4 of the Great Redwood Trail. The Phase 4 Trail is approximately 1.9 miles long and may impact jurisdictional aquatic features including swales and culvert crossings.

Based on our current understanding of the project, it is assumed that permits from the California Department of Fish and Wildlife, Regional Water Quality Control Board, and United States Army Corps of Engineers may be required in order to construct the project. This scope of work is provided to prepare field work and technical studies to determine potential habitat and aquatic features, necessary permit applications, and subsequent coordination with the regulatory agencies.

Task 7A: Environmental Fieldwork and Studies
Biological Resources Memo
GHD will prepare a Biological Resources Memo to support the permit applications. The memo will summarize the potential for special status plants and wildlife, habitats, and Sensitive Natural Communities to occur within the project area. The memo will compile data found during database surveys described above as well as any available maps, databases, literature specific to local ecology, and any additional information from the client pertaining to the site shall be reviewed. Recommendations for further actions or mitigation measures to protect biological resources during project implementation will conclude the memo.

Aquatic Resources Delineation
GHD, in coordination with Jane Valerius Environmental Consulting, will conduct a delineation of potential wetlands and waters of the United States and/or State in accordance with the USACE 1987 manual, the Western Mountains, Valleys, and Coast Region Supplement, the 2020 Navigable Waters Protection Rule and the State Wetland Definition and Procedures for Discharges of Dredged or Fill Material to Waters of the State adopted by the State Water Resources Control Board on April 2, 2019. Field work for the delineation will be conducted on the same day as the initial habitat assessment described below.

A delineation report will be prepared that describes the findings of the delineation and can be submitted to USACE for jurisdictional determination. The report will include a delineation map, data sheets, and supplemental information to support the delineation analysis. The delineation will include all the information required by USACE and Water Board to make a formal jurisdictional determination. As part of the report, the following information is required: a locality map; USGS quad sheet or copy with the project boundary outlined; and a delineation map on an aerial or topographic base. GHD will prepare the figures to support the delineation report.

TASK 7B: Environmental Permitting
CDFW - 1602 Streambed Alteration Agreement
GHD will prepare a draft Streambed Alteration Agreement application in accordance with Fish and Wildlife Code Section 1602. CDFW requires a Streambed Alteration Agreement for projects with the potential to adversely affect existing fish or wildlife resources. The draft application will be submitted to the City for review and comment. GHD will incorporate comments received into the final application and complete the ATTACHMENT 1

12557341 | Proposal for Environmental Studies and Permitting 2 1602 Streambed Alteration Agreement application package for online submittal to CDFW. If the City does not yet have an online Environmental Permit Information Management System (EPIMS) account, GHD will guide the County through the registration process. All application materials will be submitted to CDFW through their online EPIMS Portal and GHD will coordinate with the local agent assigned to the project. It is anticipated that this agency coordination will continue throughout the permitting process.

RWQCB - 401 Water Quality Certification
GHD will prepare a draft CWA Section 401 Permit (Water Quality Certification) application pursuant to the requirements of the North Coast RWQCB for projects that may impact Waters of the State. The draft permit application will be submitted to the City for review and comment. Following incorporation of all comments by the City, the application package will be submitted to the North Coast RWQCB. GHD will coordinate closely with the RWQCB regional office throughout the permitting submittal process.

USACE - 404 Nationwide Permit
GHD will prepare a CWA Section 404 Nationwide permit application to be submitted to the USACE as required for projects with the potential to impact federal Waters. A draft CWA 404 NWP permit application will be prepared pursuant to the requirements for a Section 404 Army Permit (33 CFR Part 323). It is anticipated that NWP 14, for linear transportation, will best apply to the project; however, that will be confirmed with USACE staff once the project is initiated during pre-application coordination with the agency.

Following incorporation of comments by the City, GHD will revise the draft application into a final submittal package.

TASK 7 DELIVERABLES
• Draft and Final Wetland Delineation (Electronic Format) • Draft and Final Biological Resources Memo (Electronic Format) • Draft and Final Permit Applications (Electronic Format)

GENERAL ASSUMPTIONS/EXCLUDED SERVICES
This proposal is based on the following assumptions. Additional budget may be required for services beyond the estimated level of effort in this proposal:
• The City shall pay all permitting fees.
• Formal Section 7 Consultation will not be required.
• All impacts along the alignment would be addressed in one application package to each agency. • A 404 (b) (1) alternatives analysis will not be required. • A formal revegetation plan or mitigation plan will not be required.

FEE ESTIMATE
The estimated fee for professional services is $49,818. See attachment for breakdown of the estimated fee.

The field work is scheduled for tomorrow February 18, 2022. GHD will follow up with a schedule on the studies and permitting (if required) once field work is completed. Please forward the amendment to Patrick Tortora and we will have signed and executed.

If you have any questions or comments regarding this proposal, please feel free to call me at 503-505- 0117.

Sincerely,
GHD Inc.

Patrick Tortora, PE
Project Manager
Cc: Kristine Gaspar, Matt Kennedy, PE, Principal
Attachment: Fee Estimate

PROJECT NAME: Great Redwood Trail Phse 4 Project - Environmental Studies and Permitting Principal Project
Engineer
Environmental
Lead CADD Env. Planner / Biologist GIS/Graphics
Task 7 Environmental Support $250 $215 $225 $155 $160 $120 Task 7a - Environmental Fieldwork and Studies
Prep and Field Work 1 2 4 16 8 31 $5,100 $600 $5,700
Biological Resources Memo 4 40 4 48 $7,780 $7,780
Wetland Delineation 4 4 6 14 $2,260 $3,225 $323 $3,548 $5,808 Task 7a Subtotal Hours 1 2 12 0 60 18 93
Task 7a Subtotal Fee $ 250 $430 $2,700 $0 $9,600 $2,160 $0 $15,140 $19,288 Task 7b - Environmental Permitting
CDFW Streambed Alteration Agreement 1 4 6 4 48 2 65 $11,000 $11,000 RWQCB 401 Certification 1 4 6 4 48 2 65 $11,000 $11,000 USACE 404 Nationwide Permit 1 2 4 2 40 2 51 $8,530 $8,530 Task 7b Subtotal Hours 3 10 16 10 136 6 181
Task 7b Subtotal Fee $ 750 $2,150 $3,600 $1,550 $21,760 $720 $0 $30,530 $30,530 TOTAL HOURS TASK 7 4 12 28 10 196 24 274
TOTAL FEE TASK 7 $45,670 $49,818

PROJECT ESTIMATING SHEET
Total
Fee
Date: 2/17/2022
Subconsultants
Valerius Markup
10%
Sub Total or
Expense Fee Indirect Costs Hours
GHD

Agenda Item No: 7.b.

MEETING DATE/TIME: 3/2/2022
ITEM NO: 2022-1421

AGENDA SUMMARY REPORT
SUBJECT: Approval of Notice of Completion for Ghilotti Construction Co. for the Downtown Streetscape Road Diet Project, Specification 19-18, and Direct the City Clerk to File the Notice of Completion with the County Recorder.

DEPARTMENT: Public Works PREPARED BY: Seth Strader, Buyer I PRESENTER: Tim Eriksen, Public Works Director/City Engineer ATTACHMENTS:

1. Spec 19-18 Plans

2. Notice-of-Completion
Summary: Council will consider approving the Notice of Completion for the Downtown Streetscape Road Diet Project, Specification 19-18 and approve final payment of the 5% retention to Ghilotti Construction Co.

Background: The Public Works Department has completed the reconfiguration of traffic lanes, new traffic signals, improved pedestrian facilities like widened sidewalks, bulbouts, ADA accessibility in addition to streetscape features like trees, planters, benches, bicycles racks and expanded outdoor dining.

Discussion: At the February 19, 2020, City Council meeting, Council awarded the Downtown Streetscape Project to Ghilotti Construction Co. for the amount of $6,448,215.95. The contract price was based on the engineer’s estimate provided in the bid package.

With construction crews already mobilized in the area, City staff took the opportunity to increase the scope of this project and put Measure Y sales tax funds to work to repair as many adjacent "poor" and/or "failed" streets as possible. Thus, in addition to the original project scope, expanded portions of Clay Street, Church Street, Smith Street, Perkins Street, and Standley Street were improved with new pavement and sidewalk/ADA enhancements. By including this work in the project, the contractor mobilization, traffic control, and other lump sum costs were avoided a second time. The project scope increases resulted in a revised total contract amount of $8,562,795.24. This price includes City Council approved Contract Change Order (CCO) #5 for Extension Streets and Sidewalks as agenda item #12d on March 17, 2021, and approval of CCO #13 for Traffic Signal Equipment and other construction conflicts as agenda item #7j on February 16, 2022.

The contract work was completed in conformance with the Project Plans (Attachment 1) on January 11, 2022.

Final payment of the retention will be made to the contractor after 35 days from the date the Notice of Completion (Attachment 2) is filed with the County Recorder.

Recommended Action: Approve Notice of Completion for the Downtown Streetscape Road Diet Project, Specification 19-18, and direct the City Clerk to file the Notice of Completion with the County Recorder.

BUDGET AMENDMENT REQUIRED: NO
CURRENT BUDGET AMOUNT: : 10024200.80230.18019: $2,362,180.00 12024200.80230.18019:
$3,630,762.17 50024220.80230.18019: $1,371,728.00 50924200.80230.18019: $57,566.00 80126100.80230.18048: $76,450.30 80526610.80230.18019: $392,131.00 82227113.80230.18019:
$224,284.67 84427221.80230.18019: $447,693.10
PROPOSED BUDGET AMOUNT: N/A

FINANCING SOURCE: N/A
PREVIOUS CONTRACT/PURCHASE ORDER NO.: Contract 1920-216 COORDINATED WITH: Jason Benson, Senior Engineer; Andrew Stricklin, Associate Engineer; Tim Eriksen, Director of Public Work/ City Engineer

ATTACHMENT 1

WEST MILL STREET EAST MILL STREET

SEMINARY AVENUE

WEST CLAY STREET

MAIN STREET EAST CLAY STREET

EAST CHURCH STREET EAST STEPHENSON STREET

SCHOOL STREET

WEST HENRY STREET WEST SMITH STREET

EAST SMITH STREET

N SCHOOL STREET EAST STANDLEY STREET WEST STANDLEY STREETWEST PERKINS STREET EAST PERKINS STREET

C CIVIL DISCIPLINE LETTER DISCIPLINE

G GENERAL
D DEMOLITION C - 1 0 1
P SIGNING AND STRIPING DRAWING DESIGNATION: INDIVIDUAL DRAWING SHEET TYPE NUMBER NUMBER SHEET TYPE 01 3 GENERAL SECTIONS
5 DETAILS4 LARGE SCALE VIEWS PLANS AND TRAFFIC SIGNAL SCHEDULES A-A C-101 AC-101 DETAIL IDENTIFIER DWG ON WHICH DETAIL APPEARS SECTION IDENTIFIER DWG ON WHICH SECTION APPEARS SECTION IDENTIFICATION: DETAIL IDENTIFICATION: DWG NO. SHEET NO. 1 G-001 TITLE SHEET TITLE SHEET INDEX:
2 G-002 SHEET INDEX AND KEY MAP
31112 100 C-101 CITY STANDARD IDENTIFIER DWG ON WHICH DETAIL APPEARS CITY STANDARD IDENTIFICATION:

T TRAFFIC SIGNAL GENERALG-003 NOTES, LEGEND AND ABBREVIATIONS EXISTING CONDITIONS D-102 D-103 DEMOLITION PLAN - STATE STREET - STA 21+00 - STA 30+00 DEMOLITION PLAN - STATE STREET - STA 11+50 - STA 21+00 DEMOLITION PLAN - STATE STREET - STA 2+00 - STA 11+50 KEY MAP: D-101 SCALE 13 D-104 DEMOLITION PLAN - PERKINS STREET - STA 50+00 - STA 55+85 D-105 DEMOLITION PLAN - STANDLEY STREET - STA 100+00 - STA 107+00 15 EX-101 D-101 C-101 U-101 P-101 LM-100 LP-100 EX-101 D-101 C-102 U-102 P-101 LM-101 LP-101 EX-102 D-102 C-103 U-103 P-102 EX-102 D-102 C-104 EX-103 D-103 C-105 2019-11-11 3:06 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\GENERAL\11191705_G-002 TO G-003.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 EX-101 EXISTING CONDITION PLAN - STATE STREET - STA 2+00 - STA 11+50 DEMOLITION 1718 UTILITYEX-102 EXISTING CONDITION PLAN - STATE STREET - STA 11+50 - STA 21+00 9 EX-103 EXISTING CONDITION PLAN - STATE STREET - STA 21+00 - STA 30+00 EX-104 EXISTING CONDITION PLAN - PERKINS STREET - STA 50+00 - STA 55+85 EX-105 EXISTING CONDITION PLAN - STANDLEY STREET - STA 100+00 - STA 107+00 U-102 U-103 U-101 UTILITY PLAN & PROFILE - STATE STREET - STA 2+00 - STA 7+00 U-104 U-105 26 U-106 293031 UTILITY PLAN & PROFILE - STATE STREET - STA 7+00 - STA 11+50 UTILITY PLAN & PROFILE - STATE STREET - STA 11+50 - STA 16+00 UTILITY PLAN & PROFILE - STATE STREET - STA 16+00 - STA 21+00 UTILITY PLAN & PROFILE - STATE STREET - STA 21+00 - STA 25+50 UTILITY PLAN & PROFILE - STATE STREET - STA 25+50 - STA 30+00 CIVIL 3435 C-102 C-103 C-101 IMPROVEMENT PLAN & PROFILE - STATE STREET - STA 2+00 - STA 7+00 36 C-104 37 C-105 4041 C-106 C-107 C-108 4243 IMPROVEMENT PLAN & PROFILE - STATE STREET - STA 7+00 - STA 11+50 IMPROVEMENT PLAN & PROFILE - STATE STREET - STA 11+50 - STA 16+00 IMPROVEMENT PLAN & PROFILE - STATE STREET - STA 16+00 - STA 21+00 IMPROVEMENT PLAN & PROFILE - STATE STREET - STA 21+00 - STA 25+50 IMPROVEMENT PLAN & PROFILE - STATE STREET - STA 25+50 - STA 30+00 IMPROVEMENT PLAN & PROFILE - PERKINS STREET - STA 50+00 - STA 54+00 IMPROVEMENT PLAN & PROFILE - STANDLEY STREET - STA 100+00 - STA 104+50 45 C-301 CROSS SECTIONS - STA 5+00 - STA 7+50 46 C-302 CROSS SECTIONS - STA 8+00 - STA 10+50 48 C-304 CROSS SECTIONS - STA 14+00 - STA 16+50 47 C-303 CROSS SECTIONS - STA 11+00 - STA 13+50 49 C-305 CROSS SECTIONS - STA 17+00 - STA 19+50 50 C-306 CROSS SECTIONS - STA 20+00 - STA 22+50 51 C-307 CROSS SECTIONS - STA 23+00 - STA 25+50 52 C-308 CROSS SECTIONS - STA 26+00 - STA 27+50 53 C-309 CROSS SECTIONS - PERKINS ST STA 50+50 - STA 52+00 54 C-310 CROSS SECTIONS - STANDLEY ST STA 101+00 - STA 102+50 555657 C-401 CURB RAMPS & DRIVEWAYS ENLARGED PLAN - 1 58 C-402 CURB RAMPS & DRIVEWAYS ENLARGED PLAN - 2 C-403 CURB RAMPS & DRIVEWAYS ENLARGED PLAN - 3 C-404 CURB RAMPS & DRIVEWAYS ENLARGED PLAN - 4 C-405 CURB RAMPS & DRIVEWAYS ENLARGED PLAN - 5 C-406 CURB RAMPS & DRIVEWAYS ENLARGED PLAN - 6 63 C-407 CURB RAMPS & DRIVEWAYS ENLARGED PLAN - 7 64 C-408 CURB RAMPS & DRIVEWAYS ENLARGED PLAN - 8 65 C-501 CIVIL DETAILS - 1 66 C-502 CIVIL DETAILS - 2 67 C-503 CIVIL DETAILS - 3 ELECTRICAL LANDSCAPING EX EXISTING CONDITION EC EROSION CONTROL

U UTILITY

S SIGNALE ELECTRICAL LM LANDSCAPE MATERIALS & FURNISHINGS I IRRIGATION EX-103 D-103 C-106 EX-105 D-105 C-108 EX-104 D-104 C-107 EX-104 D-104 C-107 EX-105 D-105 1016 TRAFFIC T-101 TRAFFIC SIGNAL PLAN - STATE STREET AT MILL STREET T-102 TRAFFIC SIGNAL PLAN - STATE STREET AT MILL STREET T-103 TRAFFIC SIGNAL PLAN - STATE STREET AT PERKINS STREET T-104 TRAFFIC SIGNAL PLAN - STATE STREET AT PERKINS STREET T-105 TRAFFIC SIGNAL PLAN - STATE STREET AT STANDLEY STREET T-106 TRAFFIC SIGNAL PLAN - STATE STREET AT STANDLEY STREET 4 G-004 SURVEY CONTROL DIAGRAM LM-100 LANDSCAPE MATERIALS & FURNISHINGS PLAN - E. MILL STREET LM-101 LM-102 LM-103 LM-104 LM-105 LM-106 LM-107 LM-108 LM-109 100 E-001 GENERAL ELECTRICAL 101 E-101 ELECTRICAL PLAN STA 2+50 - STA 11+50 102 E-102 ELECTRICAL PLAN STA 11+50 - STA 21+00 103 E-103 ELECTRICAL PLAN STA 21+00 - STA 30+00 104 E-501 ELECTRICAL DETAILS - 1 105 E-601 SINGLE LINE DIAGRAM SIGNING AND STRIPING P-101 STRIPING PLAN - STATE STREET - STA 2+00 - STA 11+50 P-102 STRIPING PLAN - STATE STREET - STA 11+50 - STA 21+00 P-103 STRIPING PLAN - STATE STREET - STA 21+00 - STA 30+00 P-104 STRIPING PLAN - PERKINS STREET - STA 50+00 - STA 55+85 P-105 STRIPING PLAN - STANDLEY STREET - STA 100+00 - STA 107+00 P-106 STRIPING PLAN - HENRY STREET - STA 150+00 - STA 153+25 LP-100 LP-101 LP-102 LP-103 LP-104 LP-105 96 LP-106 97 LP-107 98 LP-108 99 LP-109 LP LANDSCAPE PLANTING LANDSCAPE PLANTING PLAN - E. MILL STREET LANDSCAPE MATERIALS & FURNISHINGS PLAN - SEMINARY AVENUE LANDSCAPE MATERIALS & FURNISHINGS PLAN - CLAY STREET LANDSCAPE MATERIALS & FURNISHINGS PLAN - CHURCH STREET LANDSCAPE MATERIALS & FURNISHINGS PLAN - SMITH STREET LANDSCAPE MATERIALS & FURNISHINGS PLAN - HENRY STREET LANDSCAPE MATERIALS & FURNISHINGS PLAN - PERKINS STREET LANDSCAPE MATERIALS & FURNISHINGS PLAN - PERKINS ST INTERSECTION LANDSCAPE MATERIALS & FURNISHINGS PLAN - STANDLEY STREET LANDSCAPE MATERIALS & FURNISHINGS PLAN - MAIN STREET LANDSCAPE PLANTING PLAN - SEMINARY AVENUE LANDSCAPE PLANTING PLAN - CLAY STREET LANDSCAPE PLANTING PLAN - CHURCH STREET LANDSCAPE PLANTING PLAN - SMITH STREET LANDSCAPE PLANTING PLAN - HENRY STREET LANDSCAPE PLANTING PLAN - PERKINS STREET LANDSCAPE PLANTING PLAN - PERKINS ST INTERSECTION LANDSCAPE PLANTING PLAN - STANDLEY STREET LANDSCAPE PLANTING PLAN - MAIN STREET 5 G-005 POTHOLE SCHEDULE AND GEOTECHNICAL BORINGS
6 G-006 TYPICAL SECTIONS - 1 6869 106 107
7 G-007 TYPICAL SECTIONS - 28 G-008 TYPICAL SECTIONS - 3 C-504 CIVIL DETAILS - 4 70 LM-200 LANDSCAPE MATERIALS DETAILS LP-200 LP-201 LANDSCAPE PLANTING DETAILS - 1 LANDSCAPE PLANTING DETAILS - 2 108 109 110 111 112 113 114 115 IP-111 IP-110 IP-100 6 DIAGRAMS IP-101 IP-102 IP-103 IP-104 IP-105 IP-106 IP-107 IP-108 IP-109 IP-112 IP-113 IP-114 118 119 120 121 IRRIGATION PLAN - E. MILL STREET IRRIGATION PLAN - SEMINARY AVENUE IRRIGATION PLAN - CLAY STREET IRRIGATION PLAN - CHURCH STREET IRRIGATION PLAN - SMITH STREET IRRIGATION PLAN - HENRY STREET IRRIGATION PLAN - PERKINS STREET IRRIGATION PLAN - PERKINS ST INTERSECTION IRRIGATION PLAN - STANDLEY STREET IRRIGATION PLAN - MAIN STREET IRRIGATION LEGEND & NOTES IRRIGATION DETAILS - 1 IRRIGATION DETAILS - 2 IRRIGATION DETAILS - 3 IRRIGATION DETAILS - 4 TOTAL SHEET COUNT 121 PROJECT SCOPE: WORK TO BE PERFORMED IS WITHIN THE CITY OF UKIAH AND GENERALLY CONSISTS OF TRANSPORTATION AND PEDESTRIAN IMPROVEMENTS ON STATE STREET BETWEEN MILL ST AND HENRY STREET. WORK INCLUDES DEMOLITION OF SIDEWALKS, CURB AND GUTTER AND COLD PLANING THE EXISTING ROADWAY SURFACE, ALONG WITH CONSTRUCTION OF NEW CURB AND GUTTER, BULB-OUTS, SIDEWALK, ACCESSIBLE CURB RAMPS, ASPHALT OVERLAY, STORM DRAIN MODIFICATIONS STREET LIGHTING, LANDSCAPING AND TRAFFIC SIGNAL MODIFICATIONS. APPLICABLE CODES: CITY OF UKIAH STANDARD PLANS 2015 STANDARD SPECIFICATIONS AND STANDARD PLANS STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION 2014 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DESIGN REVISION 4 (CA MUTCD REVISION 4) 2018 POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS MANUAL 2016 CALIFORNIA BUILDING CODE (CBC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 2 2016 CALIFORNIA ELECTRICAL CODE (CEC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 3 2010 AMERICANS WITH DISABILITIES ACT (ADA) STANDARDS FOR ACCESSIBLE DESIGN (ADAS) 2017 STORM WATER LOW IMPACT DEVELOPMENT TECHNICAL DESIGN MANUAL GOVERNING AGENCIES: DIVISION OF STATE ARCHITECT ACCESS COMPLIANCE SECTION (DSA/ACS) 1515 CLAY STREET, SUITE 1201 OAKLAND, CA 94612 (510) 622-3127 CITY OF UKIAH 300 SEMINARY AVE UKIAH, CA 95482 (707) 463-6200 CALTRANS DIVISION OF LOCAL ASSISTANCE, DISTRICT 1 PO BOX 3700 EUREKA, CA 95502 (707) 441-3977 CALIFORNIA WATER BOARDS NORTH COAST REGIONAL WATER QUALITY CONTROL BOARD 5550 SKYLANE BLVD. SUITE A SANTA ROSA, CA 95403 C-409 CURB RAMPS & DRIVEWAYS ENLARGED PLAN - 9 C-505 CIVIL DETAILS - 5 77 3839 82 P-107 STRIPING AND SIGNING PLAN - STATE STREET - STA 2+00 - STA 11+50 83 S-101 SIGNING PLAN - STATE STREET - STA 21+00 - STA 30+00 S-102 SIGNING PLAN - PERKINS STREET - STA 50+00 - STA 55+85 S-103 SIGNING PLAN - STANDLEY STREET - STA 100+00 - STA 107+00 S-104 SIGNING PLAN - HENRY STREET - STA 150+00 - STA 153+25 S-105 8684858788 SIGNING PLAN - STATE STREET - STA 2+00 - STA 11+50 SIGNING PLAN - STATE STREET - STA 11+50 - STA 21+00 S-106 89909192939495 2122232425 7176 1420192827323344 U-301 UTILITY CROSSING PLAN AND PROFILE - 1 U-302 UTILITY CROSSING PLAN AND PROFILE - 2 616275748081 G-002 2 SHEET INDEX AND KEY MAP CP MK 596073727879 116 117

GENERAL NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2018 CALTRANS STANDARD PLANS AND SPECIFICATIONS, CITY OF UKIAH SPECIFICATIONS, CITY OF UKIAH STANDARD DRAWINGS AND THE PROJECT CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR UNDERSTANDING ALL STANDARDS PERTAINING TO THIS PROJECT. 2. THE CONTRACTOR SHALL PROVIDE, PROCURE AND PAY FOR ALL PERMITS REQUIRED TO EXECUTE AND COMPLETE THE WORK. THESE INCLUDE, BUT ARE NOT LIMITED TO A CITY OF UKIAH ENCROACHMENT PERMITS, CURRENT CITY OF UKIAH BUSINESS LICENSE, AND A VALID AND PROPER CONTRACTOR'S LICENSE. ENCROACHMENT PERMITS MUST BE LOCATED ON THE JOB SITE DURING WHICH TIME CONTRACTOR IS WORKING THERE. 3. LOCATION OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE ONLY AND BASED ON THE BEST AVAILABLE INFORMATION. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A) A MINIMUM OF TWO WORKING DAYS PRIOR TO LOCATE ALL UTILITIES IN ADVANCE OF ANY EXCAVATION. DIAL (TOLL FREE) 811 OR 1-800-227-2600. CONTRACTOR TO POTHOLE ALL UNDERGROUND UTILITIES A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF ANY EXCAVATION PER THE REQUIREMENTS OF CALIFORNIA GOVERNMENT CODE 4216. THIS COST WILL BE INCLUDED IN THE PIPE INSTALLATION. THE POTHOLING REQUIRES A LOG SUBMITTED TO DETERMINE THE HORIZONTAL AND VERTICAL LOCATION OF THE UTILITY, TYPE AND SIZE OF MATERIAL, AND DEPTH TO THE BOTTOM AND TOP OF THE UTILITY. IF UNMARKED UTILITIES ARE ENCOUNTERED, OR IF UNABLE TO LOCATED A MARKED UTILITY AFTER POTHOLING, IMMEDIATELY NOTIFY THE OWNER AND ENGINEER. 4. CONTRACTOR SHALL NOTIFY ALL PUBLIC OR PRIVATE UTILITY COMPANIES 48 HOURS PRIOR TO COMMENCEMENT OF WORK ADJACENT TO EXISTING UTILITY LINES UNLESS ENCROACHMENT PERMIT SPECIFIES OTHERWISE. 5. THE CONTRACTOR SHALL PROTECT AND PRESERVE CITY MONUMENTS THAT ARE NOT SPECIFIED FOR REPLACEMENT. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER 10 WORKING DAYS IN ADVANCE FOR REFERENCING OF EXISTING MONUMENTS TO BE DISTURBED. THE CONTRACTOR SHALL RECONSTRUCT DISTURBED MONUMENTS IN ACCORDANCE WITH CITY STANDARD DRAWING NO. 140. 6. CONSTRUCTION MATERIALS AND EQUIPMENT SHALL BE NEW AND OF A QUALITY EQUAL TO THAT SPECIFIED OR APPROVED. WORK SHALL BE COMPLETED IN A THOROUGH AND WORKMANLIKE MANNER. 7. WHENEVER ANY MATERIAL OR EQUIPMENT IS INDICATED OR SPECIFIED BY PATENT OR PROPRIETARY NAME OR BY THE NAME OF THE MANUFACTURER, SUCH SPECIFICATION SHALL BE CONSIDERED AS USED FOR DESCRIBING THE MATERIAL OR EQUIPMENT DESIRED AND SHALL BE CONSIDERED AS FOLLOWED BY THE WORDS "OR APPROVED EQUIVALENT". THE CONTRACTOR MAY OFFER A MATERIAL OR EQUIPMENT WHICH SHALL BE EQUIVALENT IN EVERY RESPECT TO THAT SPECIFIED; PROVIDED THAT WRITTEN APPROVAL FIRST IS OBTAINED FROM THE DIRECTOR OF PUBLIC WORKS. 8. MATERIALS SHALL BE SO STORED TO ENSURE THE PRESERVATION OF THEIR QUALITY AND FITNESS FOR THE WORK. THEY SHALL BE SO LOCATED AND DISPOSED THAT PROMPT AND PROPER INSPECTION THEREOF MAY BE MADE. 9. THE CITY SHALL HAVE THE RIGHT TO TAKE POSSESSION OF AND USE ANY COMPLETED OR PARTIALLY COMPLETED PORTIONS OF THE WORK. NOT WITHSTANDING THE TIME FOR COMPLETING THE ENTIRE WORK OF SUCH PORTIONS WHICH MAY NOT HAVE EXPIRED; BUT SUCH TAKING POSSESSION AND USE SHALL NOT BE DEEMED AN ACCEPTANCE OF ANY WORK NOT COMPLETED IN ACCORDANCE WITH THE PROJECT CONSTRUCTION DOCUMENTS. IF SUCH PRIOR USE INCREASES THE COST OF OR DELAYS THE WORK, THE CONTRACTOR SHALL BE ENTITLED TO SUCH EXTRA COMPENSATION, OR EXTENSION OF TIME OR BOTH, AS THE DIRECTOR OF PUBLIC WORKS MAY DETERMINE. 10.CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY AND ITS REPRESENTATIVES HARMLESS FROM ANY AND ALL LIABILITY, REAL AND/OR ALLEGED, IN CONJUNCTION WITH THE PERFORMANCE OF THIS PROJECT. 11.ALL EXCAVATED MATERIAL SHALL BE DISPOSED OF AS GENERATED AND AT NO TIME SHALL THE CONTRACTOR PLACE EXCAVATED MATERIAL AT THE WORK SITE. 12.CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING FEATURES, STRUCTURES AND UTILITIES DURING CONSTRUCTION. ALL DAMAGES SHALL BE REPAIRED/REPLACED AT THE CONTRACTOR'S EXPENSE AND TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC WORKS. 13.ALL CONCRETE SHALL BE SAW CUT AND REMOVED ALONG EXISTING SCORE LINES, UNLESS NOTED OTHERWISE. 14.ALL SEWER MANHOLES, MAINLINE CLEANOUTS AND WATER VALVES THAT ARE ON ACTIVE SYSTEMS SHALL BE ACCESSIBLE TO CITY PERSONNEL AT ALL TIMES AND SHALL BE BROUGHT TO FINISH GRADE WITHIN 48 HOURS OF PAVING. ANY DAMAGES TO THE CITY OR OTHER UTILITIES CAUSED BY CONTRACTOR OPERATIONS SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 15.CONTRACTOR SHALL VERIFY LOCATIONS, LEVELS, DISTANCES, AND FEATURES THAT MAY AFFECT THE WORK. SHOULD EXISTING CONDITIONS DIFFER FROM THOSE SHOWN OR INDICATED, OR IF IT APPEARS THAT THESE PLANS, STANDARD SPECIFICATIONS, AND SPECIAL PROVISIONS DO NOT ADEQUATELY DETAIL THE WORK TO BE DONE, CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONTINUING WITH ANY RELATED WORK. NO ALLOWANCE WILL BE MADE IN HIS BEHALF FOR ANY EXTRA EXPENSE RESULTING FROM FAILURE OR NEGLECT IN DETERMINING THE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. 16.ALL PIPE LENGTHS ARE MEASURED HORIZONTALLY FROM CENTER OF STRUCTURES. 17.CONTRACTOR SHALL PROVIDE AND MAINTAIN SUFFICIENT BARRICADES TO PROVIDE FOR THE SAFETY OF THE GENERAL PUBLIC TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC WORKS. 18.CONTRACTOR SHALL NOTIFY THE DIRECTOR OF PUBLIC WORKS AT LEAST 72 HOURS IN ADVANCE OF COMMENCEMENT OF ANY PART OF THE WORK. 20.CONTRACTOR SHALL MAINTAIN REASONABLE ACCESS TO ALL DRIVEWAYS DURING CONSTRUCTION PER SECTION 7-1.03 AND 7-1.04 OF THE STANDARD SPECIFICATIONS. 21.CAUTION SHALL BE EXERCISED WHEN EXCAVATING WITHIN THE DRIPLINE OF ANY TREE SHOWN ON THE PLANS TO BE PROTECTED. ROOTS LARGER THAN 2 INCHES SHALL NOT BE CUT WITHOUT PERMISSION FROM THE ENGINEER. 22.ALL LANDSCAPING AND IRRIGATION SYSTEMS OR OTHER PRIVATE OR PUBLIC IMPROVEMENTS DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED IN KIND AS DIRECTED BY THE ENGINEER. 23.CONTRACTOR SHALL PROVIDE RECORD DRAWINGS AT THE COMPLETION OF CONSTRUCTION PER CITY REQUIREMENTS. 24.COMPACT FILL AREAS AND TOP 6" OF CUT AREAS TO 95% OF MAXIMUM DENSITY AS MEASURED BY ASTM D1557. CONTRACTOR SHALL IMPORT ACCEPTABLE MATERIALS AS NECESSARY. 25.ALL GRADES SHOWN ARE FINISH GRADES. ALLOW FOR VARYING THICKNESS OF BASE, PAVING, AND CONCRETE IN PREPARING SUBGRADE. 26.THE CONTRACTOR SHALL HAVE A CLASS "A" LICENSE. EROSION CONTROL NOTES: 1. ALL EROSION CONTROL MEASURES SHALL CONFORM TO THE PROJECT SWPPP, THE STORMWATER POLLUTION PREVENTION PLAN AND WATER POLLUTION CONTROL PROGRAM PREPARATION MANUAL (JUNE 2011), THE CONSTRUCTION SITE BEST MANAGEMENT PRACTICES MANUAL AND THE CONSTRUCTION SITE MONITORING PROGRAM GUIDANCE MANUAL. 2. THE CONTRACTOR SHALL EXERCISE CARE DURING CLEARING AND GRADING OPERATIONS TO MINIMIZE EROSION AND SEDIMENT TRANSPORT OFF SITE. 3. THE CONTRACTION SHALL CONDUCT ALL OPERATIONS SO AS TO PREVENT ANY UNNECESSARY DISTURBANCE OF SOIL OR EXISTING VEGETATION. 4. THE CITY IS RESPONSIBLE FOR COMPLYING WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT NO. CAS000002 WASTE DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION. CONSTRUCTION ACTIVITIES INCLUDE BUT ARE NOT LIMITED TO CLEARING, GRADING, EXCAVATION, STOCKPILING, AND RECONSTRUCTION OF EXISTING FACILITIES INVOLVING REMOVAL AND REPLACEMENT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE COMPLIANCE THROUGH THE DEVELOPMENT AND IMPLEMENTATION OF THE PROJECT SWPPP. TRAFFIC NOTES: 1. CONTRACTOR SHALL SUBMIT CONSTRUCTION TRAFFIC CONTROL PLAN TO THE CITY OF UKIAH FOR REVIEW AND APPROVAL A MINIMUM OF (2) WEEKS BEFORE BEGINNING ANY CONSTRUCTION ACTIVITY. THE TRAFFIC CONTROL PLAN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND PREPARED BY A LICENSED CIVIL OR TRAFFIC ENGINEER. 2. TRAFFIC SIGNAL(S) SHALL REMAIN FUNCTIONAL DURING CONSTRUCTION, EXCEPT WHEN REWIRING THE TRAFFIC SIGNAL TO ACCOMPLISH THE SIGNAL MODIFICATIONS AS SHOWN ON THE PLANS. TRAFFIC SIGNAL SHUT-DOWNS SHALL BE COORDINATED WITH THE CITY A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF THE SHUT-DOWN. TRAFFIC SIGNAL SHUT-DOWNS SHALL BE APPROVED IN WRITING BY THE CITY. TRAFFIC SIGNAL SHUT-DOWNS AND RELATED WORK SHALL BE PERFORMED AT NIGHT BETWEEN THE HOURS 10:00 PM AND 6:00 AM. CONTRACTOR SHALL SUBMIT A LOCATION SPECIFIC TRAFFIC CONTROL PLAN AND PROVIDE ALL NECESSARY TEMPORARY TRAFFIC CONTROL EQUIPMENT, FLAGGERS, LIGHTING AND CONTROL DEVICES TO MAINTAIN TRAFFIC DURING TRAFFIC SIGNAL WORK. 3. ALL SIGNAL LOOP WIRING TO REMAIN IN SERVICE SHALL BE REPAIRED OR REPLACED IF SAWCUT OR DAMAGED. 4. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE PERMITS AND REGULATIONS LEGEND: EXISTING ABBREVIATIONS: NEW DRAIN INLET/CATCH BASIN SANITARY SEWER MANHOLE STORM DRAIN MANHOLE CULVERT WATER VALVE MISC UTILITY UTILITY BOX FIRE HYDRANT TRAFFIC SIGNAL POLE POWER POLE POLE WITH LIGHT GUY WIRE POST TREE MARSH CITY MONUMENT SIGN TRAFFIC SIGNAL TRANSFORMER ELECTRICAL VAULT CHAINLINK FENCE ESA FENCE ADA RAMP STORM DRAIN SUBDRAIN WATER WATER ABANDONED SEWER STORM DRAIN STORM DRAIN INLET GAS JOINT TRENCH COMMUNICATION UNDERGROUND ELECTRIC OVERHEAD UTILITY SIDEWALK, CURB, AND GUTTER GUTTER FLOW DIRECTION TOPOGRAPHIC CONTOUR RIGHT-OF-WAY PUBLIC UTILITY EASEMENT PUBLIC EASEMENT BORING LOCATION POTHOLE LOCATION LID AREA PERMEABLE UNIT PAVERS FLAG POLE SLEEVE PARKING METER POST APN ASSESSOR'S PARCEL NUMBER BC BEGIN CURVE BFP BACK FLOW PREVENTER BOT BOTTOM BSW BACK OF SIDEWALK

C CONDUIT CATV CABLE TELEVISION CB CATCH BASIN CHKD CHECKED CLSM CONTROLLED LOW-STRENGTH MATERIAL COM COMMUNICATION CR CURB RETURN D DISTANCE, DEPTH DI DROP INLET DEPT DEPARTMENT DRWN DRAWN DWG DRAWING DWY DRIVEWAY (E) EXISTING EB ELECTRIC BOX EC END CURVE EG EXISTING GRADE ELEC ELECTRICAL EP EDGE OF PAVEMENT EQ EQUIVALENT E.V. ELECTRICAL VAULT FG FINISHED GRADE FH FIRE HYDRANT FL FLOW LINE FS FINISHED SURFACE FT FOOT/FEET FSW FRONT OF SIDEWALK G GAS GB GRADE BREAK HDPE HIGH DESITY POLYETHYLENE HMA HOT MIX ASPHALT HP HINGE POINT I.D. INSIDE DIAMETER IN INCH/INCHES INV INVERT IRR IRRIGATION IP IRON PIPE JP JOINT POLE JP W/UG JOINT POLE WITH UNDERGROUND JT JOINT TRENCH L LEFT, LENGTH LG LIP OF GUTTER MH MANHOLE MON MONUMENT (N) NEW O.C. ON CENTER OFF OFFSET OH OVER HEAD ELECTRIC PB PULL BOX PERF PERFORATED POLY POLYETHYLENE PROJ PROJECT PUE PUBLIC UTILITY EASEMENT PVC POLYVINYLCHLORIDE R RADIUS, RIGHT R.C. RELATIVE COMPACTION SL STREET LIGHT SS SANITARY SEWER STD. STANDARD STD. XX CALTRANS STANDARD PLAN NUMBER STA STATION TC TOP OF CURB TEL TELEPHONE/TELECOMMUNICATION TYP TYPICAL UG UNDERGROUND VAR VARIES W WATER WM WATER METER WV WATER VALVE XFMR TRANSFORMER 585 585 ELECTRICAL NOTES: 1. ALL TRENCHING, BACKFILLING, AND INSTALLATION OF ELECTRIC STRUCTURES SHALL BE IN ACCORDANCE WITH CITY OF UKIAH ELECTRIC DEPARTMENT'S CURRENT STANDARD PRACTICES. THE CONTRACTOR SHALL INSTALL ALL CONDUITS, VAULTS, PULL BOXES AND PULL-IN TAPE, AND ALL ASSOCIATED MATERIAL. TRENCH ALIGNMENTS AND EXCAVATION LIMITS MAY BE ADJUSTED IN THE FIELD BY THE CITY TO AVOID EXISTING FACILITIES. 2. THE CONTRACTOR SHALL POTHOLE ALL UNDERGROUND UTILITIES LOCATIONS TO DETERMINE EXACT DEPTH PRIOR TO TRENCHING. CALL UNDERGROUND SERVICE ALERT (USA) 48 HOURS IN ADVANCE AT 811 OR 1-800-227-2600. 3. THE CONTRACTOR SHALL CALL THE CITY OF UKIAH ELECTRIC DEPARTMENT AT LEAST 48 HOURS IN ADVANCE FOR INSPECTIONS OF ALL CONDUIT, TRENCHING AND GROUNDING, PRIOR TO BACKFILL. NORMAL WORK HOURS ARE MONDAY THROUGH THURSDAY. CONTRACTOR SHALL PAY ALL OVERTIME PREMIUMS ASSOCIATED WITH INSPECTIONS OUTSIDE OF THE NORMAL WORKDAY/WORKWEEK. 4. ANY CHANGES TO THE APPROVED CONTRACT DOCUMENTS MUST BE APPROVED BY THE CITY OF UKIAH ELECTRIC DEPARTMENT REPRESENTATIVE IN WRITING (JIM LOZANO 707-467-2823). 5. THE CONTRACTOR SHALL SHORE ALL TRENCHES 5 FEET IN DEPTH OR GREATER. SHORING SHALL BE IN ACCORDANCE WITH THE CONSTRUCTION SAFETY ORDERS OF THE DIVISION OF OCCUPATIONAL SAFETY AND HEALTH. 6. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL WATER AND DEBRIS FROM NEWLY INSTALLED CONDUITS. CONDUITS SHALL BE FREE OF DIRT, ROCKS AND OTHER OBSTRUCTIONS, THAT MAY HINDER OR HARM THE INSTALLATION OF ELECTRICAL CONDUCTORS. ALL NEWLY INSTALLED CONDUITS SHALL BE PROVED WITH MANDREL AND PULL/MULE TAPE (NO SPLICES) INSTALLED WITH A MINIMUM OF 2500 LB OF TENSILE STRENGTH, APPROVED BY THE CITY. 7. THE CONTRACTOR IS RESPONSIBLE FOR CONDITION OF ALL SUBSTRUCTURES (FOR EXAMPLE, TRENCH SETTLEMENT, DAMAGED SUBSTRUCTURES ETC) UNTIL ONE YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION. NOTE: 1. SOME ABBREVIATIONS MAY BE USED IN COMBINATION. 2. REFER TO CURRENT CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS FOR ADDITIONAL ABBREVIATIONS NOT LISTED. B1 2019-11-11 3:06 PM KHARVEY
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This document and the ideas and designs
incorporated herein, as an instrument of
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and shall not be reused in whole or in part
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© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 G-003
3 NOTES, LEGEND AND ABBREVIATIONS CP MK 12" SD 10" SSNOTE: SEE LANDSCAPE PLANS FOR ADDITIONAL LEGEND INFO. PH1 PM

B5 B6 G3 B4 PH2 PH1
PH4
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PH5
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PH8 PH9 PH11 PH10 PH12
PH20
PH6 G2 S. STATE STREET
W. MILL STREET

SEMINARY AVENUE
W. CLAY STREET
E. STEPHENSON STREET
W. CHURCH STREET
W. PERKINS STREET
1 100 150
2 101 104 75 25 103 102 105 24 107 23 22 20 21 106 15 19 108 110 18 17 112111 109 16 113 30 14 13 293132 9 1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 E. MILL STREET
E. CLAY STREET
E. CHURCH STREET
E. PERKINS STREET
50+00 51+00 52+00 53+00
54+00 55+00 55+85 N 2180995.38 E 6219460.39
N5°11'48"W 389.38' N10°37'24"W 1305.42' STA 12+63.73 ANGLE PT. N 2182862.10 E 6218939.32 STA 53+18.31 ANGLE PT.

N79°12'10"E 278.06' N79°11'23"E 199.31' N74°22'22"E 40.25' N 2182974.80 E 6219513.11 PH13 PH15 PH17 PH19 PH18 PH16 PH14 B3
G1
B2 B1 W. STANDLEY STREET
W. SMITH STREET MAIN STREET

HENRY STREET
N. STATE STREET SCHOOL STREET 12 27
7 2811 35 5490 26 334569 34
8 10 90032
5 3
4 58
6 22+00 23+00 24+00 25+00 26+00
27+00
28+00
29+00
30+00
31+00
E. STANDLEY STREET
E. SMITH STREET
100+00 101+00 102+00 103+00
104+00 105+00 106+00 107+00 107+25 N10°37'24"W 1305.42' L=136.35, R=900.00 D=8°40'50" N1°56'35"W 395.00'
N79°24'33"E 273.64' N79°23'10"E
329.04' PC STA 25+69.15 PT STA 27+05.50 N 2183061.34 E 6218850.08 N 2183201.97 E 6219553.05 N 2183967.54 E 6219086.02 POINT TABLE POINT NUMBER 1 2
3 4
5 6
7891011121314151617181920 NORTHING 2180576.401 2181346.109 2183720.772 2184364.263 2183563.854 2183557.260 2183335.547 2183404.582 2182943.715 2183193.457 2183103.746 2183013.682 2182797.234 2182613.473 2182424.761 2182686.436 2182716.339 2182470.359 2182430.964 2182243.369 EASTING 6219528.172 6219392.738 6219067.196 6219105.188 6219072.349 6218803.565 6218862.088 6219434.175 6219462.852 6219462.601 6219147.313 6218615.263 6218695.488 6218962.934 6219035.198 6219228.723 6219564.896 6219560.073 6219270.666 6219588.015 ELEVATION 612.93 618.77 625.81 624.95 627.13 628.88 637.69 625.22 628.92 627.16 634.58 641.10 639.40 634.95 631.30 632.30 625.01 620.07 628.37 619.66 DESCRIPTION CUT 'X' CUT 'X' CUT 'X' CUT 'X' CUT 'X' MAG NAIL MAG NAIL CUT 'X' MAG NAIL MAG NAIL MAG NAIL MAG NAIL MAG NAIL MAG NAIL MAG NAIL MAG NAIL CUT 'X' MAG NAIL CUT 'X' MAG NAIL POINT TABLE POINT NUMBER 2122232425262728293031323334355875 100 101 102 NORTHING 2182213.626 2182124.141 2181901.786 2181913.495 2181286.071 2183149.790 2183054.317 2183084.377 2182885.577 2182893.523 2182913.388 2183011.661 2183337.025 2183390.402 2183210.816 2183756.335 2181229.238 2181183.699 2181399.998 2181616.812 EASTING 6219315.283 6219043.702 6219092.960 6219347.902 6219174.923 6219306.946 6218883.510 6219035.396 6218961.479 6219254.613 6219061.169 6219148.791 6219108.616 6219152.547 6219135.653 6219133.110 6219026.065 6219471.711 6219487.607 6219432.378 ELEVATION 624.77 628.58 625.11 621.46 623.62 630.96 639.23 636.31 636.85 633.62 636.06 634.75 634.43 633.43 634.94 626.08 625.98 617.09 618.47 619.47 DESCRIPTION MAG NAIL MAG NAIL CONTROL MONUMENT MAG NAIL MAG NAIL MAG NAIL MAG NAIL MAG NAIL MAG NAIL CUT 'X' CUT 'X' CUT 'X' MAG NAIL MAG NAIL MAG NAIL 1/2" IRON PIPE 1/2" IRON PIPE CUT 'X' CUT 'X' CUT 'X' POINT TABLE POINT NUMBER 103 104 105 106 107 108 109 110 111 112 113 150 4569 5490 90032 NORTHING 2181618.884 2181512.220 2181811.313 2182203.254 2182064.292 2182384.058 2182702.964 2182485.222 2182559.243 2182556.027 2182776.452 2181383.154 2183283.748 2183203.529 2183477.463 EASTING 6219374.723 6219384.960 6219414.711 6219384.947 6219335.471 6219342.488 6219278.928 6219436.690 6219245.767 6219308.341 6219206.734 6219425.119 6219174.860 6219190.932 6219079.986 ELEVATION 619.59 619.38 620.30 624.20 622.91 627.01 631.31 624.28 630.66 629.43 633.47 618.42 634.29 634.22 631.18 DESCRIPTION CUT 'X' CUT 'X' CUT 'X' CUT 'X' MAG NAIL CUT 'X' CUT 'X' CUT 'X' CUT 'X' CUT 'X' CUT 'X' CONTROL MONUMENT MAG NAIL CUT 'X' CUT 'X' G-004 4 SURVEY CONTROL DIAGRAM CP MK
2019-11-11 3:06 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\GENERAL\11191705_G-004.DWG SHEET DRWN: PROJ NO:
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Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 NOTES: 1. BENCHMARK: CINQUINI & PASSARINO CONTROL POINT NO. 1, BEING A SET CUT 'X' ON THE TOP OF CONCRETE CURB ON THE EASTERLY SIDE OF SOUTH STATE STREET, APPROXIMATELY 100± FEET NORTH OF E. GOBBI STREET AS SHOWN HEREON. ELEVATION = 612.93' (NAVD 88). 2. THE ORTHOMETRIC ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988) AND WERE DETERMINED BY STATIC GPS TIES TO CGPS STATIONS HOPB, P189 & P190 WITH PUBLISHED ELLIPSOIDAL HEIGHTS OF HOPB =1160.485, P189 = 582.043' AND P190 = 666.932', IN ADDITION TO APPLYING THE NGS GEOID HEIGHT MODEL "GEOID2012B". 3. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE II, NAD 83, EPOCH 2017.50 AS DETERMINED LOCALLY BY A LINE BETWEEN CONTINUOUS GLOBAL POSITIONING SYSTEMS (CGPS) STATION HOPB AND STATION P190; BEING NORTH 22°12'24” WEST AS DERIVED FROM GEODETIC VALUES PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC). LEGEND: CONTROL POINT, PK NAIL OR MAG NAIL OR LEAD & TACK OR CUT "X" CONTROL MONUMENT PARCEL LINE ROW N
0 100' 200'
N
0 100' 200' ROW CENTERLINE PROJECT CENTERLINE

MATCH LINE SEE BELOW
MATCH LINE SEE ABOVE STA 20+36.85 S STATE ST= STA 52+78.17 W PERKINS ST STA 22+48.22 N STATE ST= STA 103+29.04 W STANDLEY ST STA 22+56.81 N STATE ST= STA 103+37.63 E STANDLEY ST

B5 B6 G3 B4 PH2 PH1
PH4
PH3
PH5
PH7
PH8
PH9 PH11 PH10 PH12 PH20 PH6 G2 N. STATE STREET
E. MILL STREET
W. SEMINARY AVENUE
W. CLAY STREET
W. CHURCH STREET
W. PERKINS STREET PM PM PM

PM PM PM PM PM

PM PM PM PM PM PM PM PM PM PM PM PM PM
PM
PM PM

PM PM PM PM PM PM PM PM PM PM PM PM PM PM
PM PM PM B6 B5 G3 B4 G2
E. STEPHENSON STREET
E. MILL STREET
E. CLAY STREET
E. CHURCH STREET
E. PERKINS STREET
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 50+00 51+00 52+00 53+00
54+00 55+00 55+85 PH13
PH15 PH17 PH19 PH18 PH16 PH14 B3
G1
B2 B1
W. STANDLEY STREET
W. SMITH STREET MAIN STREET SCHOOL STREET
W. HENRY STREET
N. STATE STREET PM PM PM

PM PM PM PM PM PM PM PM

PM PM PM PM
PM B3 G1 B2
E. STANDLEY STREET B1
E. SMITH STREET 22+00 23+00 24+00 25+00 26+00
27+00
28+00
29+00
30+00
107+25
100+00 101+00 102+00 103+00
104+00 105+00 106+00 107+00 G-005
5 POTHOLE SCHEDULE

AND GEOTECHNICAL BORINGS CP MK
2019-11-11 3:07 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\GENERAL\11191705_G-005.DWG SHEET DRWN: PROJ NO:
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Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019
N
0 100' 200'
N
0 100' 200' BORING SCHEDULE BORING AC CONCRETE AB B1 - 8" 8" B2 - 8" 8" G1 - 8" 10" B3 2" 6" 10" G2 2" 6" 12" B4 6" - 18" G3 6" - 12" B5 4" - 12" B6 6" - 12"

MATCH LINE SEE BELOW
MATCH LINE SEE ABOVE POTHOLE SCHEDULE POTHOLE NO. DATE LOCATION (#, STREET/AREA) UTILITY DESCRIPTION OF UTILITY DEPTH TO TOP OF PIPE ASPHALT CONCRETE DEPTH AB DEPTH PH1 9/11/19 SOUTH EAST CORNER OF SOUTH STATE STREET AND WEST MILL STREET GAS 2" BLACK TAR COATED STEEL 3'-4" 4" ASPHALT SAND TO PIPE WATER 6" GREY ASBESTOS CONCRETE 2'-7" PH2 NORTH WEST CORNER SOUTH STATE STREET AND EAST MILL STREET GAS 2" BLACK TAR COATED STEEL 3'-6" 7" ASPHALT 10" SLURRY DIRT TO PIPE PH3 SOUTH WEST CORNER OF SOUTH STATE STREET AND WEST CLAY STREET WATER 8" GREY ASBESTOS CONCRETE 3'-2" 5" ASPHALT AB TO PIPE PH4 NORTH WEST CORNER OF SOUTH STATE STREET AND WEST CLAY STREET COMMUNICATION 4" GREY ASBESTOS CONCRETE 2'-3" COMMUNICATION 4" GREY PLASTIC 2'-4" 5" ASPHALT AB TO PIPE GAS 8" BLACK STEEL 2'-10" PH5 NORTH EAST CORNER OF SOUTH STATE STREET AND EAST CLAY STREET GAS 2" YELLOW PLASTIC COATED STEEL 2'-9" 5" ASPHALT 7" CONCRETE DIRT AND SAND TO PIPE WATER 6" GREY ASBESTOS CONCRETE 3'-6" PH6 IN FRONT OF 210 SOUTH STATE STREET GAS ¾" ORANGE PLASTIC 2'-1" 7" ASPHALT AB TO PIPE WATER 12" GREY ASBESTOS CONCRETE 3'-8" PH7 SOUTH WEST CORNER OF SOUTH STATE STREET AND WEST CHURCH STREET GAS 2" BLACK TAR COATED STEEL 3'-0" 7" ASPHALT DIRT TO PIPE WATER 12" GREY ASBESTOS CONCRETE 4'-10" PH8 IN FRONT OF 115 SOUTH STATE STREET GAS 3" BLACK TAR COATED STEEL 1'-9" 5" ASPHALT 7" CONCRETE 9" SLURRY - PH9 ACROSS FROM 107 SOUTH STATE STREET GAS ¾" BLACK STEEL 2'-2.5" 5" ASPHALT 9" SLURRY SAND TO PIPE PH10 SOUTH WEST CORNER OF SOUTH STATE STREET AND PERKINS STREET GAS 4" ORANGE PLASTIC COATED STEEL 2'-8" JOINT TRENCH 4" BLACK STEEL 1'-8" 5" ASPHALT DIRT TO PIPE JOINT TRENCH 2 X 2" WHITE PLASTIC 5'-7" PH11 SOUTH WEST CORNER OF SOUTH STATE STREET AND PERKINS STREET JOINT TRENCH 6" GREY PLASTIC 5'-4" 5" ASPHALT DIRT TO PIPE JOINT TRENCH 4" GREY PLASTIC 5'-0" PH12 NORTH EAST CORNER OF NORTH STATE STREET AND PERKINS STREET GAS 4" BLACK STEEL 1'-6" 5" ASPHALT AB TO PIPE PH13 NORTH WEST CORNER OF NORTH STATE STREET AND WEST STANDLEY STREET GAS 2" ORANGE PLASTIC 4'-5" 5" ASPHALT 12" CONCRETE AB TO PIPE WATER 12" ASBESTOS CONCRETE 3'-6" PH14 SOUTH EAST CORNER OF NORTH STATE STREET AND EAST STANDLY STREET GAS 4" BLACK STEEL 2'-4" 7" ASPHALT 5" SLURRY ROCK AND DIRT TO PIPE PH15 IN FRONT OF 246 NORTH STATE STREET GAS 1" BLACK TAR COATED STEEL 2'-0" 5" ASPALT AB TO PIPE PH16 NORTH WEST CORNER OF NORTH STATE STREET AND WEST SMITH STREET GAS 6" BLACK TAR COATED STEEL 3'-1" 10" CONCRETE ROCK AND DIRT TO PIPE PH17 SOUTH WEST CORNER OF NORTH STATE STREET AND WEST HENRY STREET GAS 2" BLACK TAR COATED STEEL 2'-5" 2" ASPHALT AB TO PIPE WATER 12" BLACK WRAPPED STEEL 2'-1" PH18 IN THE CENTER OF NORTH STATE STREET AND HENRY STREET GAS 2" BLACK TAR COATED STEEL 2'-8" 10" CONCRETE ROCK AND DIRT TO PIPE PH19 EAST SIDE OF THE INTERSECTION OF NORTH STATE STREET AND WEST HENRY STREET GAS 2" BLACK TAR COATED STEEL 2'-10" 9" CONCRETE DIRT TO PIPE PH20 IN FRONT OF 113 WEST PERKINS STREET GAS 1¼" BLACK TAR COATED 2'-4" 6" ASPHALT SAND TO PIPE

CURB AND GUTTER PER CITY STD DETAIL 102 CURB AND GUTTER PER CITY STD DETAIL 102 SIDEWALK PER CITY STD DETAIL 102 BUILDING (E) 12" PCC
CL 2.0% (TYP)
1 G-008 (E) 12" AB (N) 15" AB 3" MIN HMA OVERLAY (TYP) (N) 6" HMA (N) 15" AB (N) 6" HMA WIDTH VARIES 4.0% PAVEMENT JOINT SECTION 2 G-008 NOTE: REMOVE EXISTING ASPHALT PLACED ON EXISTING CONCRETE PAVEMENT. 8' 8' GB GB MATCH (E) SIDEWALK OR LANDSCAPE SURFACE VARIES) ±16.5' ±16.5' 8' 2.0% (TYP) 4.0% MATCH (E) SIDEWALK OR LANDSCAPE SURFACE SIDEWALK PER CITY STD DETAIL 102 (E) 70.0' R/W 53.0' TRAVEL WAY VARIES ±20' CURB AND GUTTER PER CITY STD DETAIL 102 CURB AND GUTTER PER CITY STD DETAIL 102 SIDEWALK PER CITY STD DETAIL 102 BUILDING WIDTH VARIES MATCH (E) SIDEWALK OR LANDSCAPE SURFACE VARIES MATCH (E) SIDEWALK OR LANDSCAPE SURFACE SIDEWALK PER CITY STD DETAIL 102 (E) VARIES R/W 53.0' TRAVEL WAY VARIES CURB AND GUTTER PER CITY STD DETAIL 102 CURB AND GUTTER PER CITY STD DETAIL 102 SIDEWALK PER CITY STD DETAIL 102 (E) 12" PCC CL
1 G-008 (E) 12" AB (N) 15" AB 3" MIN HMA OVERLAY (TYP) (N) 6" HMA (N) 15" AB (N) 6" HMA 4.0% PAVEMENT JOINT SECTION 2 G-008 NOTE: REMOVE EXISTING ASPHALT PLACED ON EXISTING CONCRETE PAVEMENT. 8' 8' GB GB MATCH (E) SIDEWALK OR LANDSCAPE SURFACE 8' 4.0% SIDEWALK PER CITY STD DETAIL 102 (E) 80.0' R/W 53.0' TRAVEL WAY VARIES ±37' R/W R/W R/W R/W R/W R/W PAVING MAT PAVING MAT (E) PCC HMA OVERLAY SECTION (E) PCC HMA OVERLAY SECTION VARIES PER PLAN VARIES PER PLAN VARIES PER PLAN VARIES PER PLAN VARIES PER PLAN VARIES PER PLAN (N) 1" MIN HMA LEVELING COURSE BUILDING MATCH (E) SIDEWALK VARIES (E) 12" PCC
CL 2.0% (TYP)
1 G-008 (E) 12" AB (N) 15" AB 3" MIN HMA OVERLAY (TYP) (N) 6" HMA (N) 15" AB (N) 6" HMA 4.0% PAVEMENT JOINT SECTION 2 G-008 NOTE: REMOVE EXISTING ASPHALT PLACED ON EXISTING CONCRETE PAVEMENT. 8' 8' GB GB ±16.5' ±16.5' 2.0% (TYP) 4.0% ±20' PAVING MAT (E) PCC HMA OVERLAY SECTION(N) 1" MIN HMA LEVELING COURSE PAVING MAT PAVING MAT PAVING MAT(N) 1" MIN HMA LEVELING COURSE 2.0% (TYP) 2.0% (TYP) 2019-11-11 3:07 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\GENERAL\11191705_G-006.DWG SHEET DRWN: PROJ NO:
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2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 G-006
6 TYPICAL SECTIONS - 1 CP MK
CG-006 STATE STREET STA 13+00 TO STA 14+90 SCALE: NTS
BG-006 STATE STREET STA 11+00 TO STA 13+00 SCALE: NTS
AG-006 STATE STREET STA 5+00 TO STA 11+00 SCALE: NTS

BUILDING
BUILDING CURB AND GUTTER PER CITY STD DETAIL 102 CURB AND GUTTER PER CITY STD DETAIL 102 SIDEWALK PER CITY STD DETAIL 102 (E)12" PCC C
1 G-008 (E) 12" AB (N) 15" AB 3" MIN HMA OVERLAY (TYP) (N) 6" HMA (N) 15" AB (N) 6" HMA 4.0% PAVEMENT JOINT SECTION 2 G-008 NOTE: REMOVE EXISTING ASPHALT PLACED ON EXISTING CONCRETE PAVEMENT. 8' GB MATCH (E) SIDEWALK OR LANDSCAPE SURFACE 8' 4.0% MATCH (E) SIDEWALK 8' SIDEWALK PER CITY STD DETAIL 102 (E) 80.0' R/W 53.0' TRAVEL WAY VARIES ±35' R/W R/W VARIES PAVING MAT L VARIES PER PLAN VARIES PER PLAN (E) PCC HMA OVERLAY SECTION PAVING MAT ±10' GB

BUILDING
BUILDING CURB AND GUTTER PER CITY STD DETAIL 102 CURB AND GUTTER PER CITY STD DETAIL 102 SIDEWALK PER CITY STD DETAIL 102 (E)12" PCC C
1 G-008 (E) 12" AB 3" MIN HMA OVERLAY (TYP) 4.0% NOTE: REMOVE EXISTING ASPHALT PLACED ON EXISTING CONCRETE PAVEMENT. 8' GB MATCH (E) SIDEWALK OR LANDSCAPE SURFACE 8' 4.0% MATCH (E) SIDEWALK 8' SIDEWALK PER CITY STD DETAIL 102 (E) 80.0' R/W 53.0' TRAVEL WAY VARIES ±35' R/W R/W VARIES PAVING MAT L VARIES PER PLAN VARIES PER PLAN (E) PCC HMA OVERLAY SECTION ±10' GB (N) 1" MIN HMA LEVELING COURSE (N) 1" MIN HMA LEVELING COURSE

BUILDING CURB AND GUTTER
BUILDING PER CITY STD DETAIL 102 CURB AND GUTTER PER CITY STD DETAIL 102 SIDEWALK PER CITY STD DETAIL 102 (E)12" PCC C
1 G-008 (E) 12" AB 3" MIN HMA OVERLAY (TYP) 4.0% NOTE: REMOVE EXISTING ASPHALT PLACED ON EXISTING CONCRETE PAVEMENT. 8' GB MATCH (E) SIDEWALK OR LANDSCAPE SURFACE 8' 4.0% MATCH (E) SIDEWALK 8' SIDEWALK PER CITY STD DETAIL 102 (E) 80.0' R/W 53.0' TRAVEL WAY VARIES ±37' R/W R/W VARIES PAVING MAT L VARIES PER PLAN VARIES PER PLAN (E) PCC HMA OVERLAY SECTION (N) 1" MIN HMA LEVELING COURSE 8' GB 2.0% (TYP) 2.0% (TYP) 2.0% (TYP) 2.0% (TYP) (N) 15" AB PAVEMENT (N) 6" HMA JOINT SECTION 2 G-008 PAVING MAT (N) 15" AB PAVEMENT (N) 6" HMA JOINT SECTION2 G-008 PAVING MAT (N) 15" AB (N) 6" HMA PAVING MAT (N) 15" AB (N) 6" HMA PAVING MAT 2019-11-11 3:07 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\GENERAL\11191705_G-006.DWG SHEET DRWN: PROJ NO:
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Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 G-007
7 TYPICAL SECTIONS - 2 CP MK
AG-007 STATE STREET STA 16+00 TO STA 25+00 SCALE: NTS
BG-007 STATE STREET STA 25+00 TO STA 27+50 SCALE: NTS
CG-007 STATE STREET STA 25+00 TO STA 27+50 SCALE: NTS

L

BUILDING
4 G-008
C R/W (E) 40.0' R/W R/W CURB AND GUTTER PER CITY STD DETAIL 102 MATCH (E) SIDEWALK SIDEWALK PER CITY STD DETAIL 102 SIDEWALK PER CITY STD DETAIL 102 30.0' TRAVEL WAY ±6.5'

COURTHOUSE
BUILDING7.0' ±5' ±20' ±5' MATCH (E) LANDSCAPE OR SIDEWALK ±17' ±16.5' (N) 15" AB (N) 6" HMA PAVEMENT JOINT SECTION 3 G-008

BUILDING
L
4 G-008
C R/W (E) 40.0' R/W R/W CURB AND GUTTER PER CITY STD DETAIL 102 MATCH (E) SIDEWALK SIDEWALK PER CITY STD DETAIL 102 SIDEWALK PER CITY STD DETAIL 102 30.0' TRAVEL WAY ±6.5'

COURTHOUSE
BUILDING ±5' ±20' ±5' 7.0' MATCH (E) LANDSCAPE OR SIDEWALK ±15' ±16.5' (N) 15" AB (N) 6" HMA PAVEMENT JOINT SECTION 3 G-008 (E) 4" HMA (E) 12" AB (E) HMA OVERLAY SECTION (E) HMA OVERLAY SECTION (E) ±4" HMA (E) ±12" AB (N) 15" AB (N) 6" HMA (N) 1" MIN HMA LEVELING COURSE PAVING MAT 3" MIN HMA OVERLAY (TYP) CURB AND GUTTER PER CITY STD DETAIL 102 VARIES PER PLAN VARIES PER PLAN PAVING MAT VARIES PER PLAN VARIES PER PLAN (N) 1" MIN HMA LEVELING COURSE3" MIN HMA OVERLAY (TYP) PAVING MAT PAVING MAT (N) 15" AB (N) 6" HMA 2.0% (TYP) 2.0% (TYP) 2.0% (TYP) 2.0% (TYP) 2019-11-11 3:07 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\GENERAL\11191705_G-006.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

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ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 G-008
8 TYPICAL SECTIONS - 3 CP MK
3 G-008 PAVEMENT JOINT SECTION SCALE: NTS 1 G-008 (E) PCC HMA OVERLAY SECTION SCALE: NTS 3" MIN HMA OVERLAY (SEE TYPICAL SECTIONS) (E) 12"CLASS 2 AB (E) SUBGRADE (E) 12" PCC 3" MIN HMA OVERLAY (E) CLASS 2 AB (E) SUBGRADE HMA LEVELING COURSE, THICKNESS VARIES 1" MIN PAVING MAT AG-008 PERKINS STREET SCALE: NTS
BG-008 STANDLEY STREET SCALE: NTS
2 G-008 PAVEMENT JOINT SECTION SCALE: NTS 3" MIN HMA OVERLAY (E) CLASS 2 AB (E) SUBGRADE (E) PCC (N) CLASS 2 AB PAVING MAT ACROSS JOINT 18" MIN (MAT OVERLAP) HMA LEVELING COURSE THICKNESS VARIES 1" MIN HMA LEVELING COURSE, THICKNESS VARIES 1" MIN 4 G-008 (E) HMA OVERLAY SECTION SCALE: NTS(E12" CLASS 2 AB (E) SUBGRADE (E) ±4" HMA (N) 6" HMA 18" MIN (MAT OVERLAP) (N) CLASS 2 AB (N) 6" HMA (E) HMA 3" MIN HMA OVERLAY HMA LEVELING COURSE, THICKNESS VARIES 1" MIN PAVING MAT PAVING MAT ACROSS JOINT

18" SD 18" SD 18" SD 2+00 3+00 10" SS 4+00 5+00 6+00 7+00 10" SS 18" SD 18" SD 18" SD B5 B6 PH2 PH1 2+00 3+00 4+00 5+00 6+00 7+00 CONCRETE BELOW PAVEMENT 12" SD 15" SD 15" SD
12" SD 12" SD 7+00 8+00 9+00 10+00 11+00 10" SS
10" SS
12" SD
15" SD 15" SD
12" SD
12" SD 7+00 8+00 9+00 10+00 11+00 CONCRETE BELOW PAVEMENT 2019-11-11 3:08 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_EX-101.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019
STA 7+00 MATCH LINE SEE LOWER LEFT EX-101
9 EXISTING CONDITION PLAN
STATE STREET STA. 2+00 - STA. 11+50 CP JS
ISSUE FOR BIDS 10/24/2019
N
0 10' 20' 40' EXISTING CONDITION PLAN STATE STREET SCALE: 1" = 20' S STATE ST

E MILL ST
STA 11+50 MATCH LINE SEE DWG EX-102
STA 7+00 MATCH LINE SEE UPPER RIGHT S STATE ST
SEMINARY AVE EXISTING CONDITION PLAN STATE STREET SCALE: 1" = 20'

W MILL ST

12" SD 12" SD 12" SD
12" SD
12" SD 12+00
13+00
14+00
15+00
16+00 10" SS
10" SS
10" SS
10" SS
12" SD
12" SD
12" SD
12" SD
12" SD 12" SD G3 B4 PH4 PH3 PH5 12+00
13+00
14+00
15+00
16+00 CONCRETE BELOW PAVEMENT 12" SD 12" SD 12" SD
12" SD 12" SD
52+00
53+00 16+00 17+00 18+00 19+00 20+00 21+00
10" SS 10" SS
10" SS 12" SD 12" SD
12" SD
12" SD 10" SS
PH7 PH8 PH9
PH11 PH10 PH12 PH6 G2 16+00 17+00 18+00 19+00 20+00 21+00 CONCRETE BELOW PAVEMENT 2019-11-11 3:08 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_EX-101.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019
STA 16+00 MATCH LINE SEE LOWER LEFT EX-102 10

EXISTING CONDITION PLAN
STATE STREET STA. 11+50 - STA. 21+00 CP JS
ISSUE FOR BIDS 10/24/2019
STA 11+50 MATCH LINE SEE DWG EX-101
N
0 10' 20' 40'

S STATE ST

W CLAY ST

E STEPHENSON ST
STA 21+00 MATCH LINE SEE DWG EX-103
STA 16+00 MATCH LINE SEE UPPER RIGHT S STATE ST

W CHURCH ST
W PERKINS ST N STATE ST EXISTING CONDITION PLAN STATE STREET SCALE: 1" = 20' EXISTING CONDITION PLAN STATE STREET SCALE: 1" = 20'

E CLAY ST

E CHURCH ST

E PERKINS ST

103+00
12" SD
104+00 21+00 22+00 23+00 24+00 25+00 10" SS 10" SS
8" SS 10" SS
12" SD PH13 PH15
PH16 PH14
B3 21+00 22+00 23+00 24+00 25+00 CONCRETE BELOW PAVEMENT CONCRETE BELOW PAVEMENT 12" SD 153+00 26+00
153+25 27+00 28+00 29+00 30+00 12" SD 10" SS
12" SD 6" SS 12" SD 12" SS PH17 PH19 PH18 G1 B2 B1 26+00 27+00 28+00 29+00 30+00 153+00 153+25
2019-11-11 3:08 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_EX-101.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019
STA 25+50 MATCH LINE SEE LOWER LEFT EX-103 11

EXISTING CONDITION PLAN
STATE STREET STA. 21+00 - STA. 30+00 CP JS
ISSUE FOR BIDS 10/24/2019
STA 21+00 MATCH LINE SEE DWG EX-102
0 10' 20' 40'

N N STATE ST

E STANDLEY ST
W SMITH ST EXISTING CONDITION PLAN STATE STREET SCALE: 1" = 20' EXISTING CONDITION PLAN STATE STREET SCALE: 1" = 20'

END WORK STATE STREET
STA 25+50 MATCH LINE SEE UPPER RIGHT N STATE ST

W HENRY ST

E SMITH ST

W STANDLEY ST

12" SD
12" SD 12" SD 4" SD 6" SS
12" SD 50+00 51+00 52+00 53+00 54+00
20+00 21+00 10" SS 6" SS
12" SD
PH11
PH10
PH12
PH20
20+00 21+00
8" SS 54+00 55+00 55+85
2019-11-11 3:08 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_EX-101.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019
STA 54+00 MATCH LINE SEE LOWER LEFT EX-104 12

EXISTING CONDITION PLAN
PERKINS STREET STA. 50+00 - STA. 55+85 CP JS
ISSUE FOR BIDS 10/24/2019

BEGIN WORK PERKINS STREET
0 10' 20' 40'
N EXISTING CONDITION PLAN PERKINS STREET SCALE: 1" = 20' N STATE ST W PERKINS ST EXISTING CONDITION PLAN PERKINS STREET SCALE: 1" = 20'

END WORK PERKINS STREET
STA 54+00 MATCH LINE SEE UPPER RIGHT

S MAIN ST E PERKINS ST PEC ACQUIRED E PERKINS ST

8" SS
12" SD 4" SD 12" SD
12" SD 100+00 101+00 102+00 103+00 104+00
22+00 23+00 8" SS 8" SS
PH13
PH14
B3
22+00 23+00

CONCRETE BELOW PAVEMENT
8" SS 105+00 106+00 107+00
2019-11-11 3:08 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_EX-101.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019
STA 1O4+50 MATCH LINE SEE LOWER RIGHT EX-105 13

EXISTING CONDITION PLAN
STANDLEY STREET STA. 100+00 - STA. 107+00 CP JS
ISSUE FOR BIDS 10/24/2019

BEGIN WORK STANDLEY STREET
0 10' 20' 40'
N

N STATE ST W STANDLEY ST
N SCHOOL ST EXISTING CONDITION PLAN STANDLEY STREET SCALE: 1" = 20' EXISTING CONDITION PLAN STANDLEY STREET SCALE: 1" = 20'

END WORK STANDLEY STREET
STA 104+50 MATCH LINE SEE UPPER RIGHT

S MAIN ST E STANDLEY ST E STANDLEY ST

2+00 3+00 4+00 5+00 6+00 7+00 18" SD 18" SD 18" SD 10" SS S
10" SS 18" SD 18" SD 18" SD 7+00 8+00 9+00 10+00 11+00
S
D 10" SS
10" SS
12" SD
15" SD 15" SD
12" SD
12" SD
2019-11-11 5:28 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_D-101.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019
STA 7+00 MATCH LINE SEE BELOW D-101 14

DEMOLITION PLAN
STATE STREET STA. 2+00 - STA. 11+50 CP JS
-
N
0 10' 20' 40' DEMOLITION PLAN STATE STREET SCALE: 1" = 20' S STATE ST W MILL ST SHEET GENERAL NOTES 1. REMOVE (E) CURB AND GUTTER. 2. REMOVE (E) SIDEWALK, DRIVEWAY AND CURB RAMPS. 3. REMOVE (E) STREET LIGHT. 4. REMOVE (E) SIGN. 5. REMOVE/RELOCATE(E) SD CATCH BASIN/SD MANHOLE. 6. REMOVE (E) PAVEMENT MARKINGS. 7. PROTECT (E) UTILITY IN PLACE. ADJUST TO GRADE IF NEEDED 8. NOT USED 9. REMOVE (E) TREE AND CONCRETE BORDER. 10. REMOVE (E) BRICK. 11. PROTECT (E) TRAFFIC SIGNAL. SEE TRAFFIC SIGNAL PLANS FOR SIGNAL MODIFICATIONS. SHEET KEYNOTES 1. LOCATION OF EXISTING UTILITIES, STRUCTURES AND OBSTACLES SHOWN ON THE PLANS ARE FROM THE BEST INFORMATION AVAILABLE. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. 2. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (USA) AT (800) 227-2600 OR 811 A MINIMUM OF TWO WORKING DAYS PRIOR TO ANY EXCAVATION OR PLANNED WORK OPERATIONS FOR MARK OUTS OF EXISTING UNDERGROUND FACILITIES. 3. CONTRACTOR IS ADVISED OF THE PRESENCE OF SHALLOW STORM DRAINS THROUGHOUT THE PROJECT AREA. STORM DRAINS SHALL BE PROTECTED IN PLACE DURING ALL CONTRACT WORK. 4. CONTRACTOR TO VERIFY LOCATION OF UTILITIES PRIOR TO START OF WORK. 5. EXISTING FEATURES TO BE DEMOLISHED ARE DISPLAYED DARKER ON THIS PLAN. 6. MANY OF THE EXISTING WATER LINES ALONG STATE STREET, PERKINS STREET AND STANDLEY STREET ARE ABANDONED AND NOT SHOWN ON THIS PLAN. SEE EXISTING CONDITION PLANS FOR LOCATION OF ABANDONED EXISTING WATER LINES.

STA 11+50 MATCH LINE SEE DWG D-102
STA 7+00 MATCH LINE SEE ABOVE S STATE ST
SEMINARY AVE DEMOLITION PLAN STATE STREET SCALE: 1" = 20' 1 TYP
1 2 TYP
2 TYP
2 TYP
5 7
7 3
7 7
7 7
7 TYP
2 1 TYP
1 TYP
1 TYP
2 TYP
2 TYP
2 TYP
7 7
7 7
7 5
7 7
4 4
4 4
4 4
4 4
7 7
7 5
7 7
7 9
9 10 10 11 11 11 11
5 5
6 6
6 7
7 7
7 7
7 DEMOLITION LEGEND
7 REMOVE CONCRETE CURB AND GUTTER, AND CONCRETE FLATWORK REMOVE (E) HMA PAVEMENT AND STRUCTURAL SECTION TO REQUIRED DEPTH CLEAR AND GRUB AREA REMOVE TREE REMOVE (E) HMA PAVEMENT TO PCC CONCRETE REMOVE CONCRETE PAVEMENT CONFORM GRIND FOR OVERLAY REMOVE STRIPING REMOVE (E) CONCRETE PAVERS REMOVE HMA AND CONCRETE PAVEMENT

16+00 17+00 18+00 19+00 20+00 21+00
52+00
53+00
D 12" SD 12" SD 12" SD
12" SD 12" SD
S
S
10" SS 10" SS
10" SS 12" SD 12" SD
12" SD
12" SD 10" SS PAVERS PAVERS 12+00
13+00
14+00
15+00
16+00
D
12" SD 12" SD
D
D 12" SD
12" SD
12" SD
S
S 10" SS
10" SS
10" SS
10" SS
12" SD
12" SD
12" SD
12" SD
12" SD 12" SD
2019-11-11 5:28 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_D-101.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019
STA 16+00 MATCH LINE SEE BELOW D-102 15

DEMOLITION PLAN
STATE STREET STA. 11+50 - STA. 21+00 CP JS
STA 11+50 MATCH LINE SEE DWG D-101

S STATE ST

W CLAY ST

E STEPHENSON ST
N
0 10' 20' 40' DEMOLITION PLAN STATE STREET SCALE: 1" = 20' DEMOLITION PLAN STATE STREET SCALE: 1" = 20' STA 16+00 MATCH LINE SEE ABOVE
STA 21+00 MATCH LINE SEE DWG D-103 S STATE ST

E CHURCH ST

PERKINS ST
1 1
1 1
1 TYP TYP TYP TYP TYP
1 1
1 1
1 1 TYP TYP TYP TYP TYP TYP
2 2
2 2
2 TYP TYP TYP TYP
2 2
2 2
2 TYP
2 TYP TYP TYP TYP TYP TYP
9 7
7 9
7 4
4 4
4 4
4 4
4 4
4 4
5 5
7 7
7 7
7 7
7 7
7 7
7 7
7 7
7 7
7 7
7 7
7 7
7 4
711 11
7 4 11
7 11
7 4
5 7
7 7
7 7
7 7
7 7
7 7
7 7 11
7 7
7 11 11
9 9
9 9
9 9
9 9 10
9 9
4 7
9 9
9 9
4 4
7 5
5 9
4 9
9 4
9 9
9 9
7 9
4 9
4 4
9 4
9 9
9 4
9 14 14 12 12 12 12 12 14 14
7 10
7 7
7 7
4 7
7 SHEET GENERAL NOTES 1. LOCATION OF EXISTING UTILITIES, STRUCTURES AND OBSTACLES SHOWN ON THE PLANS ARE FROM THE BEST INFORMATION AVAILABLE. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. 2. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (USA) AT (800) 227-2600 OR 811 A MINIMUM OF TWO WORKING DAYS PRIOR TO ANY EXCAVATION OR PLANNED WORK OPERATIONS FOR MARK OUTS OF EXISTING UNDERGROUND FACILITIES. 3. CONTRACTOR IS ADVISED OF THE PRESENCE OF SHALLOW STORM DRAINS THROUGHOUT THE PROJECT AREA. STORM DRAINS SHALL BE PROTECTED IN PLACE DURING ALL CONTRACT WORK. 4. CONTRACTOR TO VERIFY LOCATION OF UTILITIES PRIOR TO START OF WORK. 5. EXISTING FEATURES TO BE DEMOLISHED ARE DISPLAYED DARKER ON THIS PLAN. 6. MANY OF THE EXISTING WATER LINES ALONG STATE STREET, PERKINS STREET AND STANDLEY STREET ARE ABANDONED AND NOT SHOWN ON THIS PLAN. SEE EXISTING CONDITION PLANS FOR LOCATION OF ABANDONED EXISTING WATER LINES. 16 5 1. REMOVE (E) CURB AND GUTTER. 2. REMOVE (E) SIDEWALK, DRIVEWAY AND CURB RAMPS. 3. REMOVE (E) STREET LIGHT. 4. REMOVE (E) SIGN. 5. REMOVE/RELOCATE(E) SD CATCH BASIN/SD MANHOLE. 6. REMOVE (E) PAVEMENT MARKINGS. 7. PROTECT (E) UTILITY IN PLACE. ADJUST TO GRADE IF NEEDED 8. NOT USED 9. REMOVE (E) TREE AND CONCRETE BORDER. 10. REMOVE (E) BRICK. 11. PROTECT (E) TRAFFIC SIGNAL. SEE TRAFFIC SIGNAL PLANS FOR SIGNAL MODIFICATIONS. 12. REMOVE (E) CONCRETE 13. REMOVE (E) NEWSPAPER BOX 14. REMOVE (E) TRASH CAN 16. REMOVE (E) SDMH LID. SEE UTILITY PLAN FOR IMPROVEMENTS SHEET KEYNOTES DEMOLITION LEGEND 12 12 12 12 12 12 7 REMOVE CONCRETE CURB AND GUTTER, AND CONCRETE FLATWORK REMOVE (E) HMA PAVEMENT AND STRUCTURAL SECTION TO REQUIRED DEPTH CLEAR AND GRUB AREA REMOVE TREE REMOVE (E) HMA PAVEMENT TO PCC CONCRETE REMOVE CONCRETE PAVEMENT CONFORM GRIND FOR OVERLAY REMOVE STRIPING REMOVE (E) CONCRETE PAVERS REMOVE HMA AND CONCRETE PAVEMENT

21+00 22+00 23+00 24+00 25+00
103+00
104+00
12" SD
S
S
S 10" SS
8" SS 10" SS
12" SD TILE STAIRS 26+00 27+00 28+00 29+00 30+00
D 12" SD
S
S
CO 12" SD 10" SS
12" SD 6" SS 12" SD 12" SS
153+00 153+25
2019-11-11 5:29 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_D-101.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019
STA 25+50 MATCH LINE SEE BELOW D-103 16

IMPROVEMENT PLAN
STATE STREET STA. 21+00 - STA. 30+00 CP JS
STA 21+00 MATCH LINE SEE DWG D-102 N STATE ST

STANDLEY ST

W SMITH ST
N
0 10' 20' 40' DEMOLITION PLAN STATE STREET SCALE: 1" = 20' DEMOLITION PLAN STATE STREET SCALE: 1" = 20'

END WORK STATE STREET
STA 25+50 MATCH LINE SEE ABOVE N STATE ST

W HENRY ST
1 TYP 1 TYP
1 TYP
1 TYP
1 TYP
1 TYP
1 TYP
1 TYP
4 4
4 4
4 4
4 4
4 4
4 4
4 4
4 4
4 7
9 9
9 9
9 9
9 9
9 9
9 9
9 9
9 6 TYP TYP
6 6
6 6
6 2 TYP
2 TYP TYP
2 2 TYP
2 TYP
2 TYP
4 5
6 11 11 11 11 11 11 10
4 10 10
7 7
7 7
7 7
7 7
7 7
7 7
7 7
7 7
7 7
7 7
7 7
7 7
7 5
7 7
7 7
2 14
7 151515
7 7
7 7
7 9 SHEET GENERAL NOTES 1. LOCATION OF EXISTING UTILITIES, STRUCTURES AND OBSTACLES SHOWN ON THE PLANS ARE FROM THE BEST INFORMATION AVAILABLE. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. 2. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (USA) AT (800) 227-2600 OR 811 A MINIMUM OF TWO WORKING DAYS PRIOR TO ANY EXCAVATION OR PLANNED WORK OPERATIONS FOR MARK OUTS OF EXISTING UNDERGROUND FACILITIES. 3. CONTRACTOR IS ADVISED OF THE PRESENCE OF SHALLOW STORM DRAINS THROUGHOUT THE PROJECT AREA. STORM DRAINS SHALL BE PROTECTED IN PLACE DURING ALL CONTRACT WORK. 4. CONTRACTOR TO VERIFY LOCATION OF UTILITIES PRIOR TO START OF WORK. 5. EXISTING FEATURES TO BE DEMOLISHED ARE DISPLAYED DARKER ON THIS PLAN. 6. MANY OF THE EXISTING WATER LINES ALONG STATE STREET, PERKINS STREET AND STANDLEY STREET ARE ABANDONED AND NOT SHOWN ON THIS PLAN. SEE EXISTING CONDITION PLANS FOR LOCATION OF ABANDONED EXISTING WATER LINES. 17 1. REMOVE (E) CURB AND GUTTER. 2. REMOVE (E) SIDEWALK, DRIVEWAY AND CURB RAMPS. 3. REMOVE (E) STREET LIGHT. 4. REMOVE (E) SIGN. 5. REMOVE/RELOCATE(E) SD CATCH BASIN/SD MANHOLE. 6. REMOVE (E) PAVEMENT MARKINGS. 7. PROTECT (E) UTILITY IN PLACE. ADJUST TO GRADE IF NEEDED. 8. NOT USED 9. REMOVE (E) TREE AND CONCRETE BORDER. 10. REMOVE (E) BRICK. 11. PROTECT (E) TRAFFIC SIGNAL. SEE TRAFFIC SIGNAL PLANS FOR SIGNAL MODIFICATIONS. 12. REMOVE (E) CONCRETE 13. REMOVE (E) NEWSPAPER BOX 14. REMOVE(E) TRASH CAN 15. REMOVE (E) TRAFFIC DETECTOR LOOPS 17. REMOVE (E) STORM DRAIN PIPE SHEET KEYNOTES DEMOLITION LEGEND 12 12 REMOVE CONCRETE CURB AND GUTTER, AND CONCRETE FLATWORK REMOVE (E) HMA PAVEMENT AND STRUCTURAL SECTION TO REQUIRED DEPTH CLEAR AND GRUB AREA REMOVE TREE REMOVE (E) HMA PAVEMENT TO PCC CONCRETE REMOVE CONCRETE PAVEMENT CONFORM GRIND FOR OVERLAY REMOVE STRIPING REMOVE (E) CONCRETE PAVERS REMOVE HMA AND CONCRETE PAVEMENT

20+00 21+00 50+00 51+00 52+00 53+00 54+00
S
12" SD
D
12" SD 12" SD 4" SD 6" SS
12" SD
S 10" SS 6" SS
S 54+00 55+00 55+85
S
8" SS
2019-11-11 5:29 PM KHARVEY
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0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019
STA 54+00 MATCH LINE SEE BELOW D-104 17

IMPROVEMENT PLAN
PERKINS STREET STA. 50+00 - STA. 55+85 CP JS

BEGIN WORK PERKINS STREET
N

N STATE ST PERKINS ST
0 10' 20' 40' DEMOLITION PLAN PERKINS STREET SCALE: 1" = 20'

END WORK PERKINS STREET
STA 54+00 MATCH LINE SEE ABOVE
S MAIN ST PERKINS ST DEMOLITION PLAN PERKINS STREET SCALE: 1" = 20' 1 2 TYPTYP
4 4
6 11 12 13
4 7
7 7
7 7
7 7 SHEET GENERAL NOTES 1. LOCATION OF EXISTING UTILITIES, STRUCTURES AND OBSTACLES SHOWN ON THE PLANS ARE FROM THE BEST INFORMATION AVAILABLE. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. 2. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (USA) AT (800) 227-2600 OR 811 A MINIMUM OF TWO WORKING DAYS PRIOR TO ANY EXCAVATION OR PLANNED WORK OPERATIONS FOR MARK OUTS OF EXISTING UNDERGROUND FACILITIES. 3. CONTRACTOR IS ADVISED OF THE PRESENCE OF SHALLOW STORM DRAINS THROUGHOUT THE PROJECT AREA. STORM DRAINS SHALL BE PROTECTED IN PLACE DURING ALL CONTRACT WORK. 4. CONTRACTOR TO VERIFY LOCATION OF UTILITIES PRIOR TO START OF WORK. 5. EXISTING FEATURES TO BE DEMOLISHED ARE DISPLAYED DARKER ON THIS PLAN. 6. MANY OF THE EXISTING WATER LINES ALONG STATE STREET, PERKINS STREET AND STANDLEY STREET ARE ABANDONED AND NOT SHOWN ON THIS PLAN. SEE EXISTING CONDITION PLANS FOR LOCATION OF ABANDONED EXISTING WATER LINES. 4 4
4 4
7 7 1. REMOVE (E) CURB AND GUTTER. 2. REMOVE (E) SIDEWALK, DRIVEWAY AND CURB RAMPS. 3. REMOVE (E) STREET LIGHT. 4. REMOVE (E) SIGN. 5. REMOVE/RELOCATE(E) SD CATCH BASIN/SD MANHOLE. 6. REMOVE (E) PAVEMENT MARKINGS. 7. PROTECT (E) UTILITY IN PLACE. ADJUST TO GRADE IF NEEDED 8. NOT USED 9. REMOVE (E) TREE AND CONCRETE BORDER. 10. REMOVE (E) BRICK. 11. PROTECT (E) TRAFFIC SIGNAL. SEE TRAFFIC SIGNAL PLANS FOR SIGNAL MODIFICATIONS. 12. REMOVE (E) CONCRETE 13. REMOVE (E) NEWSPAPER BOX 14. REMOVE (E) TRASH CAN SHEET KEYNOTES DEMOLITION LEGEND 6 6 REMOVE CONCRETE CURB AND GUTTER, AND CONCRETE FLATWORK REMOVE (E) HMA PAVEMENT AND STRUCTURAL SECTION TO REQUIRED DEPTH CLEAR AND GRUB AREA REMOVE TREE REMOVE (E) HMA PAVEMENT TO PCC CONCRETE REMOVE CONCRETE PAVEMENT CONFORM GRIND FOR OVERLAY REMOVE STRIPING REMOVE (E) CONCRETE PAVERS REMOVE HMA AND CONCRETE PAVEMENT

22+00 23+00 100+00 101+00 102+00 103+00 104+00
S 8" SS
D
12" SD 4" SD 12" SD
12" SD
S 8" SS 8" SS
TILE
STAIRS 105+00 106+00 107+00
S
8" SS
2019-11-11 5:29 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_D-101.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019
STA 1O4+50 MATCH LINE SEE BELOW D-105 18

IMPROVEMENT PLAN
STANDLEY STREET STA. 100+00 - STA. 107+00 CP JS
BEGIN WORK STANDLEY STREET DEMOLITION PLAN STANDLEY STREET SCALE: 1" = 20'

N STATE ST

N SCHOOL ST
N
0 10' 20' 40'

END WORK STANDLEY STREET
STA 104+50 MATCH LINE SEE ABOVE
S MAIN ST STANDLEY ST DEMOLITION PLAN STANDLEY STREET SCALE: 1" = 20' 1 2TYPTYP
4 4
4 4 14 13
7 7
7 7
7 7 12 STANDLEY ST 15 15 SHEET GENERAL NOTES 1. LOCATION OF EXISTING UTILITIES, STRUCTURES AND OBSTACLES SHOWN ON THE PLANS ARE FROM THE BEST INFORMATION AVAILABLE. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. 2. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (USA) AT (800) 227-2600 OR 811 A MINIMUM OF TWO WORKING DAYS PRIOR TO ANY EXCAVATION OR PLANNED WORK OPERATIONS FOR MARK OUTS OF EXISTING UNDERGROUND FACILITIES. 3. CONTRACTOR IS ADVISED OF THE PRESENCE OF SHALLOW STORM DRAINS THROUGHOUT THE PROJECT AREA. STORM DRAINS SHALL BE PROTECTED IN PLACE DURING ALL CONTRACT WORK. 4. CONTRACTOR TO VERIFY LOCATION OF UTILITIES PRIOR TO START OF WORK. 5. EXISTING FEATURES TO BE DEMOLISHED ARE DISPLAYED DARKER ON THIS PLAN. 6. MANY OF THE EXISTING WATER LINES ALONG STATE STREET, PERKINS STREET AND STANDLEY STREET ARE ABANDONED AND NOT SHOWN ON THIS PLAN. SEE EXISTING CONDITION PLANS FOR LOCATION OF ABANDONED EXISTING WATER LINES. 4 4 1. REMOVE (E) CURB AND GUTTER. 2. REMOVE (E) SIDEWALK, DRIVEWAY AND CURB RAMPS. 3. REMOVE (E) STREET LIGHT. 4. REMOVE (E) SIGN. 5. REMOVE/RELOCATE(E) SD CATCH BASIN/SD MANHOLE. 6. REMOVE (E) PAVEMENT MARKINGS. 7. PROTECT (E) UTILITY IN PLACE. ADJUST TO GRADE IF NEEDED 8. NOT USED 9. REMOVE (E) TREE AND CONCRETE BORDER. 10. REMOVE (E) BRICK. 11. PROTECT (E) TRAFFIC SIGNAL. SEE TRAFFIC SIGNAL PLANS FOR SIGNAL MODIFICATIONS. 12. REMOVE (E) CONCRETE 13. REMOVE (E) NEWSPAPER BOX 14. REMOVE (E) TRASH CAN 15. REMOVE (E) TRAFFIC DETECTOR LOOPS SHEET KEYNOTES DEMOLITION LEGEND REMOVE CONCRETE CURB AND GUTTER, AND CONCRETE FLATWORK REMOVE (E) HMA PAVEMENT AND STRUCTURAL SECTION TO REQUIRED DEPTH CLEAR AND GRUB AREA REMOVE TREE REMOVE (E) HMA PAVEMENT TO PCC CONCRETE REMOVE CONCRETE PAVEMENT CONFORM GRIND FOR OVERLAY REMOVE STRIPING REMOVE (E) CONCRETE PAVERS 6 TYP REMOVE HMA AND CONCRETE PAVEMENT

2+00 3+00 4+00 5+00 6+00 7+00 18" SD 18" SD 18" SD 2+00 3+00 10" SS 4+00 S5+00 6+00 7+00 10" SS 500+00 501+00 502+00 503+00
10" SS 18" SS 18" SS 18" SS 18" SD 18" SD 18" SD 10" SS 12" SD (E) SDCB #2 (N) SDDI #3 STA: 4+95.28 OFF: 30.44L 8 (E) SDCB #1 (E) SSMH #100
2 (N) SDDI #4 STA: 5+22.04 OFF: 23.17L
3 6

ELEVATION
ELEVATION 600 610 620 600 610 620 2+00 3+00 4+00 5+00 6+00 7+00 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 (E) SDCB#1
STA = 2+49.63
RIM EL = 615.92
18" IN, INV=613.37
18" OUT INV=613.37
(E) SDCB#2
STA = 4+31.83
RIM EL = 617.95
18" IN, INV=615.39
18" OUT INV=615.35 EG AT CL ALIGNMENT
(N) SDDI #3
STA = 4+95.32
RIM EL = 618.97
12" IN, INV=616.04
18" OUT INV=615.43 FG AT CL ALIGNMENT STATE STREET 18" SD 18" SD 18" SD CONNECT (E) 18" SD TO (N) SDDI #3 (E) SSMH#100
STA = 4+74.69
RIM EL = 618.99
10" IN, INV=612.10
10" IN, INV=612.10
10" OUT INV=611.99 10" SS 12" W 12" W
(N) SDDI #4
STA = 5+22.04
RIM EL = 618.93
12" OUT INV=616.32 12" SD 28 LF @ S=0.0100
(N)
(N)
2019-11-11 3:11 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_U-101.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019
STA 7+00 MATCH LINE SEE DWG U-102 U-101 19

UTILITY PLAN & PROFILE
STATE STREET STA. 2+00 - STA. 7+00 CP JS
-
N
0 10' 20' 40' UTILITY PLAN STATE STREET SCALE: 1" = 20' UTILITY PROFILE STATE STREET SCALE: HORIZ 1"=20', VERT 1"=4' S STATE ST E MILL ST SHEET GENERAL NOTES 1. ADJUST ALL UTILITY COVERS TO FINISH GRADE IN PAVEMENT OVERLAY AREAS. 2. REPLACE ALL (E) UTILITY COVERS AND BOXES WITH (N) UTILITY COVERS AND BOXES IN PAVEMENT RECONSTRUCTION AREAS. 3. COORDINATE WITH CITY OF UKIAH ELECTRIC DEPARTMENT ON ALL ELECTRICAL IMPROVEMENTS. INSTALL CALTRANS PRECAST DRAINAGE INLET TYPE G0 PLAN D73E. INSTALL CALTRANS PRECAST DRAINAGE INLET TYPE G0 PLAN D73E, CONNECT TO (E) STORM DRAIN. INSTALL PRECAST 12X12 CONCRETE DROP INLET. INSTALL PRECAST 12x12 CONCRETE DROP INLET WITH CUT IN TEE TO (E) STORM DRAIN. INSTALL PRECAST 24X24 CONCRETE DROP INLET. INSTALL RCP STORM DRAIN PIPE. INSTALL PRECAST 24X24 DRAINAGE INLET WITH CAST IN PLACE FRAME AND TRAFFIC RATED GRATE. INSTALL BIORETENTION AREA TYPE 1 INSTALL BIORETENTION AREA TYPE 2 INSTALL INFLOW CURB CUTOUT INSTALL OVERFLOW CURB CUTOUT ADJUST MANHOLE TO GRADE. REMOVE MANHOLE, INSTALL RCP STORM DRAIN PIPE TO CONNECT EXISTING PIPES. SHEET KEYNOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 1 C-505 2 C-505
3 C-505
4 C-505
W MILL ST UTILITY LEGEND BIORETENTION AREA. SEE DETAILS ON SHEET C-505 AND LANDSCAPE PLANS FOR PLANTING, IRRIGATION, AND OTHER DETAILS PLANTING AREA, SEE LANDSCAPE PLAN CONCRETE SIDEWALK PER CITY STD 101 AND CITY STD 102 ON SHEET C-501. SEE LANDSCAPE PLANS FOR SCORE MARKS AND FINISHES DG TREE WELL, SEE LANDSCAPE PLAN

PROFUSION SANTA BARBARA DAISY WALL GERMANDER 1X3 1X2 7+00 8+00 9+00 10+00 11+00 15" SD 15" SD 7+00 8+00 9+00 10+00 11+00
S
12" SD 503+00 504+00 505+00 506+00 507+00
D 10" SS
10" SS
15" SS 15" SS
12" SS
15" SD 15" SD
12" SD 10" SS
12" SD (N) SDCB #5 STA: 8+92.52 OFF: 26.50L (E) SDMH #6 (N) SDCB #4 STA: 8+90.47 OFF: 26.50L 1 7 (N) SDCB #8 STA: 10+89.79 OFF: 49.06L
1 (N) SDDI #9 STA: 11+11.80 OFF: 26.53L
3 (E) SSMH #101
6 6
8 (N) SDDI #7 STA: 10+17.24 OFF: 24.90L
4 8 (N) SDCB #10 STA: 10+86.58 OFF: 24.88L
7 10 SEE UTILITY PLAN AND PROFILE A ON C-301 10

ELEVATION
ELEVATION 605 610 620 630 605 610 620 630 7+00 8+00 9+00 10+00 11+00 11+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 (N) SDCB #4
STA = 8+90.47
RIM EL = 619.83
15" IN, INV=613.62
(N) SDCB #5
STA = 8+92.52
RIM EL = 620.22
12" OUT INV=618.15
(E) SDMH #6
STA = 8+92.70
RIM EL = 619.97
15" IN, INV=616.56
12" IN, INV=616.50
15" OUT INV=614.12
(N) SDCB #8
STA = 10+89.41
RIM EL = 622.71
12" OUT INV=619.68
(N) SDDI #9
STA = 11+12.28
RIM EL = 622.53
12" IN, INV=619.30
12" IN, INV=619.52
12" IN, INV=618.79
15" OUT INV=618.79 STATE STREET EG AT CL ALIGNMENT FG AT CL ALIGNMENT (N)
(N) 12" SD 33 LF @ S=0.0050
(N)
(N) 15" SD 10" SS
(E) SSMH#101
STA = 10+58.85
RIM EL = 622.19
10" IN, INV=617.03
10" IN, INV=617.03
10" OUT INV=617.02 12" W 12" W
(N) SDDI #7
STA = 10+17.24
RIM EL = 621.64
15" IN, INV=617.82
15" OUT INV=617.82 CONNECT (N) SDDI #7 TO (E) 15" SD CONNECT (N) SDDI #9 TO (E) 15" & 12" SD 12" SD (N) SDCB #10
STA = 10+86.58
RIM EL = 622.24
12" OUT INV=619.59
2019-11-11 3:12 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_U-101.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019
STA 11+50 MATCH LINE SEE DWG U-103 U-102 20

UTILITY PLAN & PROFILE
STATE STREET STA. 7+00 - STA. 11+50 CP JS
-
STA 7+00 MATCH LINE SEE DWG U-101
N
0 10' 20' 40' UTILITY PLAN STATE STREET SCALE: 1" = 20' UTILITY PROFILE STATE STREET SCALE: HORIZ 1"=20', VERT 1"=4' S STATE ST SEMINARY AVE SHEET GENERAL NOTES 1. ADJUST ALL UTILITY COVERS TO FINISH GRADE IN PAVEMENT OVERLAY AREAS. 2. REPLACE ALL (E) UTILITY COVERS AND BOXES WITH (N) UTILITY COVERS AND BOXES IN PAVEMENT RECONSTRUCTION AREAS. 3. COORDINATE WITH CITY OF UKIAH ELECTRIC DEPARTMENT ON ALL ELECTRICAL IMPROVEMENTS. INSTALL CALTRANS PRECAST DRAINAGE INLET TYPE G0 PLAN D73E. INSTALL CALTRANS PRECAST DRAINAGE INLET TYPE G0 PLAN D73E, CONNECT TO (E) STORM DRAIN. INSTALL PRECAST 12X12 CONCRETE DROP INLET. INSTALL PRECAST 12x12 CONCRETE DROP INLET WITH CUT IN TEE TO (E) STORM DRAIN. INSTALL PRECAST 24X24 CONCRETE DROP INLET. INSTALL RCP STORM DRAIN PIPE. INSTALL PRECAST 24X24 DRAINAGE INLET WITH CAST IN PLACE FRAME AND TRAFFIC RATED GRATE. INSTALL BIORETENTION AREA TYPE 1 INSTALL BIORETENTION AREA TYPE 2 INSTALL INFLOW CURB CUTOUT INSTALL OVERFLOW CURB CUTOUT ADJUST MANHOLE TO GRADE. REMOVE MANHOLE, INSTALL RCP STORM DRAIN PIPE TO CONNECT EXISTING PIPES. SHEET KEYNOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 1 C-505 2 C-505
3 C-505
4 C-505 UTILITY LEGEND BIORETENTION AREA. SEE DETAILS ON SHEET C-505 AND LANDSCAPE PLANS FOR PLANTING, IRRIGATION, AND OTHER DETAILS PLANTING AREA, SEE LANDSCAPE PLAN CONCRETE SIDEWALK PER CITY STD 101 AND CITY STD 102 ON SHEET C-501. SEE LANDSCAPE PLANS FOR SCORE MARKS AND FINISHES DG TREE WELL, SEE LANDSCAPE PLAN

TEUCRIUM CHAMAEDRYS WALL GERMANDER 12+00
13+00
14+00
15+00
16+00
D
12" SD
12" SD 12+00
13+00
14+00
15+00
16+00
S 10" SS
10" SS
S 12" SD
12" SD 508+00
509+00
510+00
511+00
512+00 10" SS
10" SS
10" SS
10" SS
12" SS
12" SS 12" SS
12" SS
12" SD
12" SD 12" SD
12" SD 10" SS12" SD
10" SS STA: 11+11.80 OFF: 26.53L (N) SDCB #12 STA: 13+00.38 OFF: 49.20L 1 (N) SDCB #13 STA: 13+30.68 OFF: 47.76L
1 (E) SDMH #14 (N) SDDI #15 STA: 13+63.20 OFF: 24.27L
3 (N) SDDI #16 STA: 15+84.44 OFF: 24.09L
3 (E) SSMH #102 (E) SSMH #103
6 6
6 8 (N) SDDI #11 STA: 12+77.37 OFF: 24.15L
3 9 11 10
8 8
9 11 10 10 10 SEE UTILITY PLAN AND PROFILE B ON C-301 10 12

ELEVATION
ELEVATION 610 620 630 610 620 630 11+50 12+00 13+00 14+00 15+00 16+00 16+10 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+10 (N) SDCB #12
STA = 13+00.34
RIM EL = 624.85
12" OUT INV=622.86
(N) SDCB #13
STA = 13+30.69
RIM EL = 625.31
12" IN, INV=622.71
12" OUT INV=622.71
(E) SDMH #14
STA = 13+42.10
RIM EL = 625.62
12" IN, INV=621.67
12" IN, INV=622.27
12" OUT INV=621.66 STATE STREET EG AT CL ALIGNMENT FG AT CL ALIGNMENT 12" SD 30 LF @ S=0.0050 12" SD 26 LF @ S=0.0168 12" SD 12" SD CONNECT (N) SD TO (E) SDMH #14
(N)
(N)
(N)
(N)
(E) SSMH#102
STA = 13+19.35
RIM EL = 624.81
10" IN, INV=619.30
10" IN, INV=619.30
10" OUT INV=619.20
(E) SSMH#103
STA = 15+55.34
RIM EL = 628.30
10" IN, INV=621.50
10" IN, INV=621.50
10" OUT INV=621.40
12" W 12" W 12" W 12" SD
(N) SDDI #11
STA = 12+77.37
RIM EL = 624.39
12" OUT INV=620.87 (N) CONNECT 3' (N) 12" SD PIPE FROM (N) SDDI #11 TO (E) 12" SD PIPE (N) SDDI #15
STA = 13+63.20
RIM EL = 625.43
12" IN, INV=622.00
12" OUT INV=622.00 CONNECT (N) SDDI #15 TO (E) 12" SD
(N) SDDI #16
STA = 15+84.44
RIM EL = 628.69
12" IN, INV=625.87
12" OUT INV=625.83 CONNECT (N) SDDI #16 TO (E) 12" SD
2019-11-11 3:12 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_U-101.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019
STA 16+00 MATCH LINE SEE DWG U-104 U-103 21

UTILITY PLAN & PROFILE
STATE STREET STA. 11+50 - STA. 16+00 CP JS
-
STA 11+50 MATCH LINE SEE DWG U-102
N
0 10' 20' 40' UTILITY PLAN STATE STREET SCALE: 1" = 20' UTILITY PROFILE STATE STREET SCALE: HORIZ 1"=20', VERT 1"=4'

S STATE ST

W CLAY ST
E STEPHENSON ST SHEET GENERAL NOTES 1. ADJUST ALL UTILITY COVERS TO FINISH GRADE IN PAVEMENT OVERLAY AREAS. 2. REPLACE ALL (E) UTILITY COVERS AND BOXES WITH (N) UTILITY COVERS AND BOXES IN PAVEMENT RECONSTRUCTION AREAS. 3. COORDINATE WITH CITY OF UKIAH ELECTRIC DEPARTMENT ON ALL ELECTRICAL IMPROVEMENTS. INSTALL CALTRANS PRECAST DRAINAGE INLET TYPE G0 PLAN D73E. INSTALL CALTRANS PRECAST DRAINAGE INLET TYPE G0 PLAN D73E, CONNECT TO (E) STORM DRAIN. INSTALL PRECAST 12X12 CONCRETE DROP INLET. INSTALL PRECAST 12x12 CONCRETE DROP INLET WITH CUT IN TEE TO (E) STORM DRAIN. INSTALL PRECAST 24X24 CONCRETE DROP INLET. INSTALL RCP STORM DRAIN PIPE. INSTALL PRECAST 24X24 DRAINAGE INLET WITH CAST IN PLACE FRAME AND TRAFFIC RATED GRATE. INSTALL BIORETENTION AREA TYPE 1 INSTALL BIORETENTION AREA TYPE 2 INSTALL INFLOW CURB CUTOUT INSTALL OVERFLOW CURB CUTOUT ADJUST MANHOLE TO GRADE. REMOVE MANHOLE, INSTALL RCP STORM DRAIN PIPE TO CONNECT EXISTING PIPES. SHEET KEYNOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 1 C-505 2 C-505
3 C-505
4 C-505
E CLAY ST UTILITY LEGEND BIORETENTION AREA. SEE DETAILS ON SHEET C-505 AND LANDSCAPE PLANS FOR PLANTING, IRRIGATION, AND OTHER DETAILS PLANTING AREA, SEE LANDSCAPE PLAN CONCRETE SIDEWALK PER CITY STD 101 AND CITY STD 102 ON SHEET C-501. SEE LANDSCAPE PLANS FOR SCORE MARKS AND FINISHES DG TREE WELL, SEE LANDSCAPE PLAN

16+00 17+00 18+00 19+00 20+00 21+00
52+00
53+00
D 12" SD 12" SD 16+00 17+00 18+00 19+00 20+00 21+00
S
S
10" SS
12" SD 12" SD 512+00 513+00 514+00 515+00 516+00 517+00 10" SS 10" SS
10" SS
12" SD 12" SS 12" SS
12" SS
12" SS 12" SD 12" SD
12" SD
12" SD
10" SS
10" SS 10" SS
1 (N) SDCB #18 STA: 18+10.61 OFF: 40.43L(N) SDDI #20 STA: 18+32.16 OFF: 24.19L 4 (E) SDMH #19 (E) SSMH #104 (E) SSMH #105 (N) SDDI #21 STA: 20+27.62 OFF: 27.25L (N) SDCB #22 STA: 20+56.13 OFF: 52.43L 7 1 (N) CONNECTION STA: 20+69.65 OFF: 27.98L
6 6
6 (N) SDDI #17 STA: 17+66.47 OFF: 24.07L
4 (N) SDDI #23 STA: 20+91.85 OFF: 26.93L
3 8
8 9 11 10
9 11 10
9 8 10 11
10 10 10 10 SEE UTILITY PLAN AND PROFILE C ON C-301 13

ELEVATION
ELEVATION 615 620 630 640 615 620 630 640 16+00 17+00 18+00 19+00 20+00 21+00 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 (N) SDCB #18
STA = 18+10.63
RIM EL = 632.48
12" OUT INV=630.03
(E) SDMH #19
STA = 18+22.72
RIM EL = 632.85
12" IN, INV=629.89
12" OUT INV=629.80
(N) SDCB # 22
STA = 20+56.13
RIM EL = 634.43
12" OUT INV=632.19 STATE STREET EG AT CL ALIGNMENT FG AT CL ALIGNMENT 12" SD 12" SD 26 LF @ S=0.0014 (N) 12" SD
(N) CONNECT (E) 12" SD TO (N) SDDI #20 12" SD 38 LF @ S=0.0050 (N) CONNECT (E) 12" SD TO (N) SD PIPE
(E) SSMH#104
STA = 18+02.82
RIM EL = 631.78
10" IN, INV=623.70
10" IN, INV=623.70
10" OUT INV=623.60
(E) SSMH#105
STA = 20+34.11
RIM EL = 633.89
10" IN, INV=625.55
10" IN, INV=625.55
10" OUT INV=625.45 CONNECT (E) 12" SD TO (N) SDDI #21 12" W 12" W 12" W 6" W 6" W (N)
(N) SDDI #17
STA = 17+66.47
RIM EL = 631.69
12" IN, INV=628.87
12" OUT INV=628.87 CONNECT (N) SDDI #17 TO (E) 12" SD
(N) SDDI #20
STA = 18+32.16
RIM EL = 632.78
12" IN, INV=629.99
12" IN, INV=629.99
12" OUT INV=629.99
(N) SDDI #21
STA = 20+27.62
RIM EL = 634.04
12" IN, INV=631.99
12" IN, INV=632.00
12" OUT INV=631.99 10" SD 10" SD 12" SD 12" SD 22 LF @ S=0.0005 (N) SDDI #23
STA = 20+91.85
RIM EL = 633.92
12" OUT INV=632.44 (N)
2019-11-11 3:12 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_U-101.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

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ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019
STA 21+00 MATCH LINE SEE DWG U-105 U-104 22

UTILITY PLAN & PROFILE
STATE STREET STA. 16+00 - STA. 21+00 CP JS
-
STA 16+00 MATCH LINE SEE DWG U-103
0 10' 20' 40'
N UTILITY PLAN STATE STREET SCALE: 1" = 20' UTILITY PROFILE STATE STREET SCALE: HORIZ 1"=20', VERT 1"=4' S STATE ST

W CHURCH ST
W PERKINS ST N STATE ST SHEET GENERAL NOTES 1. ADJUST ALL UTILITY COVERS TO FINISH GRADE IN PAVEMENT OVERLAY AREAS. 2. REPLACE ALL (E) UTILITY COVERS AND BOXES WITH (N) UTILITY COVERS AND BOXES IN PAVEMENT RECONSTRUCTION AREAS. 3. COORDINATE WITH CITY OF UKIAH ELECTRIC DEPARTMENT ON ALL ELECTRICAL IMPROVEMENTS. INSTALL CALTRANS PRECAST DRAINAGE INLET TYPE G0 PLAN D73E. INSTALL CALTRANS PRECAST DRAINAGE INLET TYPE G0 PLAN D73E, CONNECT TO (E) STORM DRAIN. INSTALL PRECAST 12X12 CONCRETE DROP INLET. INSTALL PRECAST 12x12 CONCRETE DROP INLET WITH CUT IN TEE TO (E) STORM DRAIN. INSTALL PRECAST 24X24 CONCRETE DROP INLET. INSTALL RCP STORM DRAIN PIPE. INSTALL PRECAST 24X24 DRAINAGE INLET WITH CAST IN PLACE FRAME AND TRAFFIC RATED GRATE. INSTALL BIORETENTION AREA TYPE 1 INSTALL BIORETENTION AREA TYPE 2 INSTALL INFLOW CURB CUTOUT INSTALL OVERFLOW CURB CUTOUT ADJUST MANHOLE TO GRADE. REMOVE MANHOLE, INSTALL RCP STORM DRAIN PIPE TO CONNECT EXISTING PIPES. SHEET KEYNOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 1 C-505 2 C-505
3 C-505
4 C-505

E CHURCH ST
E PERKINS ST UTILITY LEGEND BIORETENTION AREA. SEE DETAILS ON SHEET C-505 AND LANDSCAPE PLANS FOR PLANTING, IRRIGATION, AND OTHER DETAILS PLANTING AREA, SEE LANDSCAPE PLAN CONCRETE SIDEWALK PER CITY STD 101 AND CITY STD 102 ON SHEET C-501. SEE LANDSCAPE PLANS FOR SCORE MARKS AND FINISHES DG TREE WELL, SEE LANDSCAPE PLAN

21+00 22+00 23+00 24+00 25+00
103+00
104+00
12" SD 21+00 22+00 23+00 24+00 25+00
S 10" SS
S
S
8" SS 517+00 518+00 519+00 520+00 521+00 10" SS 10" SS
8" SS 10" SS
12" SDS
8" SS STA: 20+56.13 OFF: 52.43L (E) SSMH #106 (E) SSMH #107 3 (E) SSMH #108 (N) SDDI #24 STA: 24+93.73 OFF: 25.96L
9 11 10
9 11 10 9 10 11
9 10 11
9 10 11

ELEVATION
ELEVATION 615 620 630 640 615 620 630 640 21+00 22+00 23+00 24+00 25+00 25+55 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+5025+55 STATE STREET FG AT CL ALIGNMENT EG AT CL ALIGNMENT (N) 10" SS CONNECT (N) SDDI #24 TO (E) 12" SD
(E) SSMH#106
10" IN, INV=627.60
8" IN, INV=627.65
STA = 22+53.18
RIM EL = 634.62
10" OUT INV=627.50
12" SD
(E) SSMH#107
STA = 24+91.16
RIM EL = 634.72
8" IN, INV=629.40
10" OUT INV=629.30
10" OUT INV=629.30
(E) SSMH#108
STA = 25+46.49
RIM EL = 633.33
10" IN, INV=628.94
10" OUT INV=628.12 12" W 12" W
12" W
6" W
(N) SDDI #24
STA = 24+93.73
RIM EL = 634.50
12" OUT INV=632.19 10" SD 10" SD
2019-11-11 3:13 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_U-101.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019
STA 25+50 MATCH LINE SEE DWG U-106 U-105 23

UTILITY PLAN & PROFILE
STATE STREET STA. 21+00 - STA. 25+50 CP JS
-
STA 21+00 MATCH LINE SEE DWG U-104
0 10' 20' 40'

N N STATE ST

E STANDLEY ST
W SMITH ST UTILITY PLAN STATE STREET SCALE: 1" = 20' UTILITY PROFILE STATE STREET SCALE: HORIZ 1"=20', VERT 1"=4' SHEET GENERAL NOTES 1. ADJUST ALL UTILITY COVERS TO FINISH GRADE IN PAVEMENT OVERLAY AREAS. 2. REPLACE ALL (E) UTILITY COVERS AND BOXES WITH (N) UTILITY COVERS AND BOXES IN PAVEMENT RECONSTRUCTION AREAS. 3. COORDINATE WITH CITY OF UKIAH ELECTRIC DEPARTMENT ON ALL ELECTRICAL IMPROVEMENTS. INSTALL CALTRANS PRECAST DRAINAGE INLET TYPE G0 PLAN D73E. INSTALL CALTRANS PRECAST DRAINAGE INLET TYPE G0 PLAN D73E, CONNECT TO (E) STORM DRAIN. INSTALL PRECAST 12X12 CONCRETE DROP INLET. INSTALL PRECAST 12x12 CONCRETE DROP INLET WITH CUT IN TEE TO (E) STORM DRAIN. INSTALL PRECAST 24X24 CONCRETE DROP INLET. INSTALL RCP STORM DRAIN PIPE. INSTALL PRECAST 24X24 DRAINAGE INLET WITH CAST IN PLACE FRAME AND TRAFFIC RATED GRATE. INSTALL BIORETENTION AREA TYPE 1 INSTALL BIORETENTION AREA TYPE 2 INSTALL INFLOW CURB CUTOUT INSTALL OVERFLOW CURB CUTOUT ADJUST MANHOLE TO GRADE. REMOVE MANHOLE, INSTALL RCP STORM DRAIN PIPE TO CONNECT EXISTING PIPES. SHEET KEYNOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 1 C-505 2 C-505
3 C-505
4 C-505

W STANDLEY ST
E SMITH ST UTILITY LEGEND BIORETENTION AREA. SEE DETAILS ON SHEET C-505 AND LANDSCAPE PLANS FOR PLANTING, IRRIGATION, AND OTHER DETAILS PLANTING AREA, SEE LANDSCAPE PLAN CONCRETE SIDEWALK PER CITY STD 101 AND CITY STD 102 ON SHEET C-501. SEE LANDSCAPE PLANS FOR SCORE MARKS AND FINISHES DG TREE WELL, SEE LANDSCAPE PLAN

26+00 27+00 28+00 29+00 30+00
D12" SD
153+00 26+00
153+25 27+00 28+00 29+00 30+00
S
S 6" SS
CO 12" SD
12" SD
522+00 523+00 523+57 10" SS 12" SS 12" SS
12" SS 12" SD
12" SD 6" SS 12" SS
153+00 153+25 (N) SDCB #27 STA: 152+75.96 OFF: 11.98L
1 (E) SDMH #26 (E) SDCB #28 (E) SSMH #109 (E) SSCO #110 (N) SDDI #25 STA: 26+90.64 OFF: 30.03L 3 6
8 6
9 10 11 SEE UTILITY PLAN AND PROFILE D ON C-302 10 12

ELEVATION
ELEVATION 615 620 630 640 615 620 630 640 25+50 26+00 27+00 28+00 29+00 30+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 (E) SDMH #26
STA = 27+08.76
RIM EL = 627.50
12" IN, INV=624.94
12" IN, INV=624.83
12" IN, INV=624.94
12" OUT INV=624.90
12" OUT INV=624.43
(N) SDCB #27
STA = 27+17.09
RIM EL = 626.90
12" OUT INV=625.03
(E) SDCB #28
STA = 27+51.37
RIM EL = 626.71
12" IN, INV=624.69
12" IN, INV=624.28
12" OUT INV=624.42 STATE STREET FG AT CL ALIGNMENT EG AT CL ALIGNMENT 10" SS
(E) SSMH#109
STA = 27+52.79
RIM EL = 626.32
10" IN, INV=621.72
6" OUT INV=621.55
(E) SSCO#110
STA = 27+58.10
RIM EL = 626.28
6" IN, INV=621.48 CONNECT (E) 12" SD TO (N) SDDI #25 CONNECT (N) 12" SD TO (E) SDMH #26 CONNECT (N) SD TO (E) SDCB #28 12" W 12" W
(N) SDDI #25
STA = 26+90.64
RIM EL = 627.88
12" IN, INV=625.56
12" OUT INV=625.56 (N)
(N)
(N)
12" SD
12" SD 12" SD 43 LF @ S=0.0050
2019-11-11 3:13 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_U-101.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019
END WORK STATE STREET U-106 24

UTILITY PLAN & PROFILE
STATE STREET STA. 25+50 - STA. 30+00 CP JS
-
STA 25+50 MATCH LINE SEE DWG U-105
0 10' 20' 40'

N N STATE ST
W HENRY ST UTILITY PLAN STATE STREET SCALE: 1" = 20' UTILITY PROFILE STATE STREET SCALE: HORIZ 1"=20', VERT 1"=4' SHEET GENERAL NOTES 1. ADJUST ALL UTILITY COVERS TO FINISH GRADE IN PAVEMENT OVERLAY AREAS. 2. REPLACE ALL (E) UTILITY COVERS AND BOXES WITH (N) UTILITY COVERS AND BOXES IN PAVEMENT RECONSTRUCTION AREAS. 3. COORDINATE WITH CITY OF UKIAH ELECTRIC DEPARTMENT ON ALL ELECTRICAL IMPROVEMENTS. INSTALL CALTRANS PRECAST DRAINAGE INLET TYPE G0 PLAN D73E. INSTALL CALTRANS PRECAST DRAINAGE INLET TYPE G0 PLAN D73E, CONNECT TO (E) STORM DRAIN. INSTALL PRECAST 12X12 CONCRETE DROP INLET. INSTALL PRECAST 12x12 CONCRETE DROP INLET WITH CUT IN TEE TO (E) STORM DRAIN. INSTALL PRECAST 24X24 CONCRETE DROP INLET. INSTALL RCP STORM DRAIN PIPE. INSTALL PRECAST 24X24 DRAINAGE INLET WITH CAST IN PLACE FRAME AND TRAFFIC RATED GRATE. INSTALL BIORETENTION AREA TYPE 1 INSTALL BIORETENTION AREA TYPE 2 INSTALL INFLOW CURB CUTOUT INSTALL OVERFLOW CURB CUTOUT ADJUST MANHOLE TO GRADE. REMOVE MANHOLE, INSTALL RCP STORM DRAIN PIPE TO CONNECT EXISTING PIPES. SHEET KEYNOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 1 C-505 2 C-505
3 C-505
4 C-505 UTILITY LEGEND BIORETENTION AREA. SEE DETAILS ON SHEET C-505 AND LANDSCAPE PLANS FOR PLANTING, IRRIGATION, AND OTHER DETAILS PLANTING AREA, SEE LANDSCAPE PLAN CONCRETE SIDEWALK PER CITY STD 101 AND CITY STD 102 ON SHEET C-501. SEE LANDSCAPE PLANS FOR SCORE MARKS AND FINISHES DG TREE WELL, SEE LANDSCAPE PLAN

15" SD
S
12" SD
10" SS 12" SD
1+00 1+50 2+00 2+04 (N) SDCB #10 (N) SDDI #9 (N) SDCB #8 612 614 616 618 620 622 624 626 612 614 616 618 620 622 624 626 1+00 2+00 2+04 1+00 1+50 2+00 2+04 12" SD 57 LF @ S=0.0050

0.78'
(N) SDDI #9
STA = 11+12.28
RIM EL = 622.53
12" IN, INV=619.30
12" IN, INV=619.52
12" IN, INV=618.79
15" OUT INV=618.79
(N) SDCB #10
STA = 10+86.58
RIM EL = 622.24
12" OUT INV=619.59 (E) 10" SS (E) 12" W FG AT CL (N) SD PIPE ALIGNMENT EG AT CL (N) SD PIPE ALIGNMENT (E) 4" GAS (E) 4" GAS

0.66' 12" SD 33 LF @ S=0.0050
(N) SDCB #8
STA = 10+89.41
RIM EL = 622.71
12" OUT INV=619.68
D12" SD 12" SD
12" SD
10" SS 1+00
1+50
1+69 (N) SDCB #12 (N) SDCB #13 (E) SDMH #14 (N) SDDI #11 613 614 616 618 620 622 624 626 613 614 616 618 620 622 624 626 1+00 1+75 1+00 1+50 1+75 12" SD 30 LF @ S=0.0050 (N) SDCB #12
STA = 13+00.34
RIM EL = 624.85
12" OUT INV=622.86
(N) SDCB #13
STA = 13+30.69
RIM EL = 625.31
12" IN, INV=622.71
12" OUT INV=622.71 (E) 10" SS EG AT CL (N) SD PIPE ALIGNMENT

0.63' (E) 4" GAS
(E) SDMH #14
STA = 13+42.10
RIM EL = 625.62
12" IN, INV=621.67
12" IN, INV=622.27
12" OUT INV=621.66
12" SD 26 LF @ S=0.0168 FG AT CL (N) SD PIPE ALIGNMENT 621 622 624 626 628 630 632 634 621 622 624 626 628 630 632 634 1+00 1+58 1+00 1+50 1+58 12" SD 38 LF @ S=0.0050 (N) SDCB # 22
STA = 20+56.13
RIM EL = 634.43
12" OUT INV=632.19
(N) SDDI #21
STA = 20+27.62
RIM EL = 634.04
12" IN, INV=631.99
12" IN, INV=632.00
12" OUT INV=631.99 (E) 10" SS (E) 12" W FG AT CL (N) SD PIPE ALIGNMENT EG AT CL (N) SD PIPE ALIGNMENT

1.15' (E) 4" GAS
12" SD
S
12" SD
1+00
1+50
1+58 (N) SDDI #21 (N) SDCB # 22
2019-11-12 9:22 AM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_U-301.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 U-301 25

UTILITY CROSSING PLAN
AND PROFILE - 1 CP JS
- UTILITY PLAN A STATE STREET - SD @ 11+00 SCALE: 1" = 10' 0 10' 20'

STATE ST
N UTILITY PROFILE A STATE STREET - SD @ 11+00 SCALE: 1" = 10' 0 10' 20' 0 2' 4' HORIZ VERT SHEET GENERAL NOTES 1. SEE UTILITY PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION NOT SHOWN.

CLAY ST 0 10' 20' UTILITY PLAN B STATE STREET - SD @ CLAY ST SCALE: 1" = 10' 0 10' 20' UTILITY PROFILE B STATE STREET - SD @ CLAY ST SCALE: 1" = 10' 0 2' 4' HORIZ VERT N

STATE ST
N

PERKINS ST
0 10' 20' UTILITY PLAN C STATE STREET - SD @ PERKINS ST SCALE: 1" = 10' 0 10' 20' UTILITY PROFILE C STATE STREET - SD @ PERKINS ST SCALE: 1" = 10' 0 2' 4'

N HORIZ VERT

615 616 618 620 622 624 626 628 630 615 616 618 620 622 624 626 628 630 1+00 1+35 1+00 1+35 (E) SDMH #26
STA = 27+08.76
RIM EL = 627.50
12" IN, INV=624.94
12" IN, INV=624.83
12" IN, INV=624.94
12" OUT INV=624.90
12" OUT INV=624.43 FG AT CL (N) SD PIPE ALIGNMENT EG AT CL (N) SD PIPE ALIGNMENT 12" SD 19 LF @ S=0.0050 (N) SDCB #27
STA = 27+17.09
RIM EL = 626.90
12" OUT INV=625.03
D12" SD
12" SD
1+00
1+31 (E) SDMH #26 (N) SDCB #27 (E) SDCB #28
2019-11-12 9:22 AM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_U-301.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 U-302 26

UTILITY CROSSING PLAN
AND PROFILE - 2 CP JS
-
0 10' 20' UTILITY PLAN D STATE STREET - SD @ HENRY ST SCALE: 1" = 10' 0 10' 20' UTILITY PROFILE D STATE STREET - SD @ HENRY ST SCALE: 1" = 10' 0 2' 4' HORIZ VERT

HENRY ST
N

STATE ST

PM PM PM PM 2+00 3+00 4+00
S5+00 6+00 7+00
L1
C1 L2
C2
L3
C3 L4
L77
C77 L78
C78
L79
C79 L80 STA 5+65.95 OFF 25.82'R FL 618.65 STA 5+68.89 OFF 26.50'R FL 618.66 STA 5+24.87 OFF 18.50'L FL 618.65 STA 5+27.36 OFF 19.16'L FL 618.66 STA 5+38.98 OFF 25.84'L FL 618.73 STA 5+41.47 OFF 26.50'L FL 618.75 STA 4+96.14 OFF 26.42'L FL 618.50 STA 5+05.92 OFF 18.50'L FL 618.54 STA 4+93.86 OFF 37.10'L FL 618.45 STA 5+02.72 OFF 25.86'R FL 618.28 STA 5+12.73 OFF 16.50'R FL 618.47 STA 5+48.69 OFF 16.58'R FL 618.39 STA 5+51.22 OFF 17.27'R FL 618.60 STA 4+89.38 STA 4+79.95 OFF 35.21'L STA 4+86.45 OFF 24.04'R N5°11'48"W 727.27' N 2181194.56 E 6219442.27 STA 5+21.48 OFF 28.52'R 7 STA 5+62.01 OFF 28.52'R STA 6+00.64 OFF 28.52'R STA 6+57.22 OFF 28.52'R STA 6+87.22 OFF 28.52'R 7 7 STA 5+24.84 OFF 28.48'L STA 5+46.50 OFF 28.48'LSTA 5+86.12 OFF 28.48'L STA 6+16.12 OFF 28.48'L STA 6+46.12 OFF 28.48'L STA 6+76.12 OFF 28.48'L 7 7 7
7 7
7 7
7 605 610 615 620 625 605 610 615 620 625 2+00 3+00 4+00 5+00 6+00 7+00 FG AT CL ALIGNMENT EG AT CL ALIGNMENT 2+00 2+50 617.0 3+00
617.5 3+50
618.0 4+00
618.5 4+50
618.8 5+00
619.2
619.19 5+50
619.5
619.61 6+00
619.5
619.75 6+50
619.8
619.88 7+00
619.9
620.02 0.27%
STA = 4+95.00
EL = 619.15 PVI STA = 5+40.00 PVI EL = 619.59 K = 124.98 L = 90.00' BVCS = 4+95.00
BVCE = 619.15
EVCS = 5+85.00
EVCE = 619.71
STA = 4+95.00
EL = 619.15 LINE TABLE LINE # L1L2L3L4 L77 L78 L79 L80 LENGTH 10.92 18.95 13.40 457.23 38.85 35.97 17.06 451.14 DIRECTION N72°46'51"E N5°11'48"W S35°03'43"E N5°11'48"W S88°27'45"W N5°03'43"W N24°56'17"E N5°11'48"W CURVE TABLE CURVE # C1 C2 C3 C77 C78 C79 LENGTH 13.61 2.61 2.61 15.09 2.62 2.63 RADIUS 10.00 5.00 5.00 10.00 5.00 5.00 DELTA 77°58'40" 29°51'55" 29°51'55" 86°28'32" 30°00'00" 30°08'05" 2019-11-11 3:16 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_C-101.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019
STA 7+00 MATCH LINE SEE DWG C-102 C-101 27

IMPROVEMENT PLAN & PROFILE
STATE STREET STA. 2+00 - STA. 7+00 CP JS
-
N
0 10' 20' 40' SHEET GENERAL NOTES 1. CONTRACTOR SHALL PERFORM ALL UNDERGROUND UTILITY WORK, CONCRETE WORK, SURFACE RESTORATION WORK, AND PERFORM ALL DIGOUT AND REPAIR WORK, SUCH AS PLACING LEVELING COURSE AND SEPARATION FABRIC, PRIOR TO FINAL HOT MIX PAVING. 2. APPLY TACK COAT TO ALL ADJACENT (E) AC IMPROVEMENTS OR CONCRETE SURFACES AND AT JOINT BETWEEN (E) AND (N) IMPROVEMENTS. 3. SEE SHEETS G-006, G-007, AND G-008 FOR TYPICAL SECTIONS. 4. SEE CURB RAMPS AND DRIVEWAYS ENLARGED PLANS FOR HORIZONTAL AND VERTICAL INFORMATION NOT SHOWN. INSTALL CURB AND GUTTER PER CITY STANDARD 102 INSTALL SIDEWALK PER CITY STANDARD 102 INSTALL DRIVEWAY APPROACH PER CITY STANDARD 102 INSTALL BIORETENTION AREA. SEE UTILITY AND LANDSCAPE PLANS INSTALL CURB RAMP PER CITY STANDARD 111 INSTALL STREET MONUMENT PER CITY STANDARD 140 TREE AND TREE WELL. SEE LANDSCAPE PLAN FOR DETAILS INSTALL SINGLE HEAD PARKING METER POST. INSTALL DOUBLE HEAD PARKING METER POST. WETSET AND INSTALL 1-1/2" DIAMETER 4" LONG PVC SLEEVE FOR FLAG POLE POST. SHEET KEYNOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. IMPROVEMENT PLAN STATE STREET SCALE: 1" = 20' IMPROVEMENT PROFILE STATE STREET SCALE: HORIZ 1"=20', VERT 1"=4' S STATE ST

E MILL ST
5 1 C-401
5 3 C-401
3 3
3 3
2 1 102 C-501 102 C-501 102 C-501 111 C-501 140 C-501 LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM AVAILABLE RECORD MAPS, EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 OR DIAL 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. 4 C-401
1 C-401
2 C-401
3 C-401

W MILL ST
1 2
4 11 CONCRETE CURB AND GUTTER PER CITY STD 102 ON SHEET C-501 CONSTRUCTION LEGEND BIORETENTION AREA. SEE DETAILS ON SHEET C-505 AND LANDSCAPE PLANS FOR PLANTING, IRRIGATION, AND OTHER DETAILS PLANTING AREA, SEE LANDSCAPE PLAN CONCRETE SIDEWALK PER CITY STD 101 AND CITY STD 102 ON SHEET C-501. SEE LANDSCAPE PLANS FOR SCORE MARKS AND FINISHES HMA PAVEMENT PER TYPICAL SECTIONS ON SHEETS G-006, G-007, AND G-008 (N) OVERLAY TO (E) PAVEMENT CONFORM PER DETAIL 2 ON SHEET C-503 DG TREE WELL, SEE LANDSCAPE PLAN 8 9 9
9 10 10

PM PM PM PM PM PM PM PM PM PM PM 7+00 8+00 9+00 10+00 11+00 S
D 7+00 8+00 9+00 10+00 11+00
C4
L5
C5 L6
C6
L7 C7
L8C8
C9
L9
C10
L10 C11 L11
C12
L12 C13
L13
C14 C15
L14
C16
L15
C17 L16 C18
L17
C19
C80
L81
C81 L82 C82
L83
C83 L84 STA 10+22.09 OFF 25.84'R FL 621.18 STA 10+19.85 OFF 55.38'L CONFORM STA 9+98.70 OFF 26.50'L FL 621.21 STA 10+12.73 OFF 19.17'L FL 621.29 STA 10+27.30 OFF 43.76'L FL 621.47 STA 10+20.74 OFF 52.95'L FL 621.53 STA 10+74.23 OFF 18.50'R FL 621.83 STA 10+76.74 OFF 19.18'R FL 621.82 STA 10+88.20 OFF 25.82'R FL 621.75STA 10+94.11 OFF 66.27'L FL 622.44 STA 10+89.40 OFF 54.89'L FL 622.31 STA 10+99.40 OFF 18.50'L FL 622.05 STA 11+20.45 OFF 18.50'L FL 622.18 STA 11+23.01 OFF 19.21'L FL 622.19 STA 11+34.04 OFF 25.79'L FL 622.26STA 11+36.60 OFF 26.50'L FL 622.28 STA 10+01.20 OFF 25.83'L FL 621.22 STA 10+33.70 OFF 19.16'R FL 621.38 STA 10+36.19 OFF 18.50'R FL 621.42 STA 10+89.86 OFF 56.97'L FL 622.34 STA 10+28.22 OFF 40.87'L FL 621.46 STA 10+19.02 OFF 64.01'L CONFORM STA 10+49.77 OFF 52.84'L FL 622.74 STA 10+49.31 OFF 50.76'L FL 622.70 STA 10+44.67 OFF 40.63'L FL 622.48 STA 10+44.22 OFF 38.55'L FL 622.43 STA 10+44.22 OFF 28.50'L FL 622.30 STA 10+54.22 OFF 18.50'L FL 622.27 STA 10+63.40 OFF 18.50'L FL 622.39 STA 10+73.40 OFF 28.50'L FL 622.54 STA 10+65.83 OFF 52.89'L FL 622.85 STA 10+66.73 OFF 50.46'L FL 622.78 STA 10+94.55 OFF 68.83'L FL 622.46 STA 10+72.48 OFF 42.38'L FL 622.68 STA 10+73.40 OFF 39.48'L FL 622.65 STA 10+15.23 OFF 18.50'L FL 621.30 STA 10+18.22 OFF 18.50'L FL 621.31 STA 10+68.85 STA 7+24.72 OFF 28.50'R 7 STA 7+66.46 OFF 28.50'R STA 7+96.46 OFF 28.50'R STA 8+26.46 OFF 28.50'R STA 8+52.29 OFF 28.50'R STA 8+92.97 OFF 28.00'R STA 9+31.24 OFF 28.50'R STA 9+61.24 OFF 28.50'R STA 9+91.24 OFF 28.50'R STA 10+76.39 OFF 28.50'R STA 11+23.76 OFF 28.50'R STA 7+62.51 OFF 28.50'L STA 7+95.01 OFF 28.50'L STA 8+17.82 OFF 28.50'L STA 8+54.38 OFF 28.50'L STA 8+84.38 OFF 28.50'L STA 9+44.38 OFF 28.50'L STA 9+74.38 OFF 28.50'L STA 10+04.38 OFF 28.50'L STA 11+20.62 OFF 28.50'L STA 11+47.10 OFF 28.50'L 7 7 7
7 7
7 7
7 7
7 7
7 7
7 7
7 7
7 7
7 610 615 620 625 630 610 615 620 625 630 7+00 8+00 9+00 10+00 11+00 11+50 FG AT CL ALIGNMENTEG AT CL ALIGNMENT 7+00 619.9
620.02 7+50
620.0
620.12 8+00
620.1
620.22 8+50
620.2
620.39 9+00
620.5
620.56 9+50
621.2
621.31 10+00
621.8
622.07 10+50
622.2
622.46 11+00
622.6
622.85 11+50
623.1
623.29 1.50% 0.79% 0.20% 0.34% PVI STA = 9+00.00 PVI EL = 620.56 K = 86.09 L = 100.00' BVCS = 8+50.00
BVCE = 620.39
EVCS = 9+50.00
EVCE = 621.31
STA = 7+00.00
EL = 620.02
STA = 8+00.00
EL = 620.22
STA = 10+00.00
EL = 622.06
STA = 11+00.00
EL = 622.85 1.50% 0.79% 0.20% 0.34% PVI STA = 9+00.00 PVI EL = 620.56 K = 86.09 L = 100.00' BVCS = 8+50.00
BVCE = 620.39
EVCS = 9+50.00
EVCE = 621.31
STA = 7+00.00
EL = 620.02
STA = 8+00.00
EL = 620.22
STA = 10+00.00
EL = 622.06
STA = 11+00.00
EL = 622.85 LINE TABLE LINE # L5L6L7L8L9 L10 L11 L12 LENGTH 13.32 2.99 12.37 11.28 11.15 10.05 9.18 10.98 DIRECTION S24°48'12"W N5°11'48"W N84°48'12"E N49°23'58"E S70°36'02"E N84°48'12"E N5°11'48"W N84°48'12"E LINE TABLE LINE # L13 L14 L15 L16 L17 L81 L82 L83 LENGTH 9.92 10.23 26.39 21.05 12.84 13.40 38.04 13.25 DIRECTION N49°23'58"E S70°36'02"E N84°48'12"E N5°11'48"W N36°02'44"W N35°03'43"W N5°11'48"W N24°55'36"E LINE TABLE LINE # L84 LENGTH 163.72 DIRECTION N5°11'48"W CURVE TABLE CURVE # C4 C5 C6 C7 C8 C9 C10 C11 LENGTH 2.62 2.62 15.71 3.09 2.62 2.15 2.15 15.71 RADIUS 5.00 5.00 10.00 5.00 5.00 5.00 5.00 10.00 DELTA 30°00'00" 30°00'00" 90°00'00" 35°24'13" 30°00'00" 24°35'47" 24°35'47" 90°00'00" CURVE TABLE CURVE # C12 C13 C14 C15 C16 C17 C18 C19 LENGTH 15.71 3.09 2.62 2.62 2.15 15.71 2.69 2.69 RADIUS 10.00 5.00 5.00 5.00 5.00 10.00 5.00 5.00 DELTA 90°00'00" 35°24'13" 30°00'00" 30°00'00" 24°35'47" 90°00'00" 30°50'56" 30°50'56" CURVE TABLE CURVE # C80 C81 C82 C83 LENGTH 2.61 2.61 2.63 2.63 RADIUS 5.00 5.00 5.00 5.00 DELTA 29°51'55" 29°51'55" 30°07'24" 30°07'24" 2019-11-11 3:17 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_C-101.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019
STA 11+50 MATCH LINE SEE DWG C-103 C-102 28

IMPROVEMENT PLAN & PROFILE
STATE STREET STA. 7+00 - STA. 11+50 CP JS
-
STA 7+00 MATCH LINE SEE DWG C-101
0 10' 20' 40'
N IMPROVEMENT PLAN STATE STREET SCALE: 1" = 20' IMPROVEMENT PROFILE STATE STREET SCALE: HORIZ 1"=20', VERT 1"=4' S STATE ST

SEMINARY AVE
5 6 C-402
3 3
3 3
3 3 3
3 3 5
1 2
6 C-402
6 5
2 C-401
2 C-401
4 C-401
4 C-401
5 C-402
7 C-402
7 C-402
8 C-402
8 C-402
3 8 C-402 SHEET GENERAL NOTES 1. CONTRACTOR SHALL PERFORM ALL UNDERGROUND UTILITY WORK, CONCRETE WORK, SURFACE RESTORATION WORK, AND PERFORM ALL DIGOUT AND REPAIR WORK, SUCH AS PLACING LEVELING COURSE AND SEPARATION FABRIC, PRIOR TO FINAL HOT MIX PAVING. 2. APPLY TACK COAT TO ALL ADJACENT (E) AC IMPROVEMENTS OR CONCRETE SURFACES AND AT JOINT BETWEEN (E) AND (N) IMPROVEMENTS. 3. SEE SHEETS G-006, G-007, AND G-008 FOR TYPICAL SECTIONS. 4. SEE CURB RAMPS AND DRIVEWAYS ENLARGED PLANS FOR HORIZONTAL AND VERTICAL INFORMATION NOT SHOWN. LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM AVAILABLE RECORD MAPS, EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 OR DIAL 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. 2 C-401
1 2
4 4
2 1 CONCRETE CURB AND GUTTER PER CITY STD 102 ON SHEET C-501 CONSTRUCTION LEGEND BIORETENTION AREA. SEE DETAILS ON SHEET C-505 AND LANDSCAPE PLANS FOR PLANTING, IRRIGATION, AND OTHER DETAILS PLANTING AREA, SEE LANDSCAPE PLAN CONCRETE SIDEWALK PER CITY STD 101 AND CITY STD 102 ON SHEET C-501. SEE LANDSCAPE PLANS FOR SCORE MARKS AND FINISHES HMA PAVEMENT PER TYPICAL SECTIONS ON SHEETS G-006, G-007, AND G-008 DG TREE WELL, SEE LANDSCAPE PLAN INSTALL CURB AND GUTTER PER CITY STANDARD 102 INSTALL SIDEWALK PER CITY STANDARD 102 INSTALL DRIVEWAY APPROACH PER CITY STANDARD 102 INSTALL BIORETENTION AREA. SEE UTILITY AND LANDSCAPE PLANS INSTALL CURB RAMP PER CITY STANDARD 111 INSTALL STREET MONUMENT PER CITY STANDARD 140 TREE AND TREE WELL. SEE LANDSCAPE PLAN FOR DETAILS INSTALL SINGLE HEAD PARKING METER POST. INSTALL DOUBLE HEAD PARKING METER POST. WETSET AND INSTALL 1-1/2" DIAMETER 4" LONG PVC SLEEVE FOR FLAG POLE POST. SHEET KEYNOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 102 C-501 102 C-501 102 C-501 111 C-501 140 C-501 8 9 9 8 9
8 9
9 9
8 9 10 10 10 10 10 (N) OVERLAY TO (E) PAVEMENT CONFORM PER DETAIL 2 ON SHEET C-503

PM PM PM
PM

PM PM PM
PM

PM STACHYS BYZANTINA TEUCRIUM CHAMAEDRYS WALL GERMANDER LAVENDER COTTON D 12+00
13+00
14+00
15+00
16+00
S
S 12+00
13+00
14+00
15+00
16+00 L18
C20
L19
C21 L20
C22
L21 C23 L22 C24 L23 C25 L24 C26
L25 C27
L26
C28
L27
C29
L28
C30
L29 C31
L30 C32
L31
C33
C84
L85
C85 L86
C86 L87 C87 C88
L88 C89 L89
C90
L90
C91
L91
C92
L92
C93
L93
C94
L94 C95
L95
C96
L96
C97
L97
C98 STA 11+36.60 STA 12+54.44 OFF 26.50'R FL 623.21 STA 12+57.00 OFF 25.79'R FL 623.23 STA 12+68.81 OFF 19.07'R FL 623.37 STA 12+66.19 OFF 19.53'R FL 623.35 STA 13+02.11 OFF 22.23'R FL 624.07 STA 13+09.70 OFF 37.40'R FL 624.10 STA 13+07.09 OFF 41.66'R FL 624.08 STA 13+06.36 OFF 44.17'R CONFORM STA 12+62.43 OFF 26.50'L FL 624.05 STA 12+67.30 OFF 25.64'L FL 624.06 STA 12+78.68 OFF 17.80'L FL 624.18 STA 12+81.05 OFF 16.94'L FL 624.20 STA 13+02.26 OFF 24.97'L FL 624.27 STA 13+03.52 OFF 38.21'L FL 624.30 STA 13+02.82 OFF 41.17'L FL 624.31 STA 13+01.13 OFF 44.01'L FL 624.31 STA 13+00.42 OFF 46.50'L FL 624.32 STA 13+30.65 OFF 45.95'L FL 624.78 STA 13+29.77 OFF 43.15'L FL 624.83 STA 13+28.52 OFF 41.34'L FL 624.87 STA 13+27.65 OFF 38.90'L FL 624.93 STA 13+37.65 OFF 18.50'L FL 625.16 STA 13+63.67 OFF 18.50'L FL 625.22 STA 13+66.17 OFF 19.17'L FL 625.23 STA 13+77.70 OFF 25.83'L FL 625.26 STA 13+80.20 OFF 26.50'L FL 625.26 STA 15+56.47 OFF 26.50'L FL 628.02 STA 15+58.97 OFF 25.83'L FL 628.04 STA 15+70.51 OFF 19.17'L FL 628.16 STA 15+73.01 OFF 18.50'L FL 628.23 STA 15+80.66 OFF 18.50'L FL 628.36 STA 15+83.16 OFF 19.17'L FL 628.42 STA 13+42.45 OFF 43.57'R FL 623.74 STA 13+41.80 OFF 41.11'R FL 623.81 STA 13+37.34 OFF 33.27'R FL 624.08 STA 13+36.69 OFF 30.80'R FL 624.16 STA 13+36.69 OFF 28.50'R FL 624.20 STA 13+46.69 OFF 18.50'R FL 624.49 STA 13+83.22 OFF 18.50'R FL 624.88 STA 13+85.72 OFF 19.17'R FL 624.90 STA 15+32.01 OFF 26.50'R FL 626.88 STA 15+42.01 OFF 36.55'R FL 626.27 STA 15+94.69 OFF 25.83'L FL 628.75 STA 15+97.19 OFF 26.50'L FL 628.79 STA 15+74.86 OFF 59.60'R FL 626.74 STA 15+74.19 OFF 57.10'R STA 15+66.66 FL 626.88 OFF 44.07'R FL 627.52 STA 15+65.99 OFF 41.57'R FL 627.56 STA 15+65.99 OFF 28.50'R FL 627.79 STA 15+75.99 OFF 18.50'R FL 628.07 STA 15+88.26 OFF 18.50'R FL 628.29 STA 15+90.76 OFF 19.17'R FL 628.34 STA 13+97.25 OFF 25.83'R FL 624.99 STA 13+99.75 OFF 26.50'R FL 625.06 STA 13+29.35 STA 15+65.34 N10°37'24"W 1305.42' STA 12+63.73 ANGLE PT. STA 11+78.71 OFF 28.50'R 7 STA 11+50.51 OFF 28.50'R STA 12+07.65 OFF 28.50'R STA 12+38.66 OFF 28.50'R STA 12+66.04 OFF 28.85'R STA 13+59.53 OFF 28.53'R STA 14+17.18 OFF 28.74'R STA 14+55.93 OFF 28.74'R STA 14+93.82 OFF 28.74'RSTA 15+17.97 OFF 28.74'R STA 11+77.85 OFF 28.50'L STA 12+07.63 OFF 28.50'L STA 12+37.63 OFF 28.50'L STA 14+03.89 OFF 29.50'L STA 14+35.02 OFF 29.50'L STA 14+68.03 OFF 29.50'L STA 15+02.03 OFF 29.50'L STA 15+35.03 OFF 29.50'L 7 7
7 7 7 7
7 7
7 7 7
7 7
7 7
7 7
7 615 620 625 630 635 615 620 625 630 635 11+50 12+00 13+00 14+00 15+00 16+00 FG AT CL ALIGNMENT EG AT CL ALIGNMENT 11+50 623.1
623.29 12+00
623.5
623.72 12+50
623.9
624.25 13+00
624.5
624.80 13+50
625.2
625.35 14+00
625.9
626.12 14+50
626.8
626.90 15+00
627.5
627.67 15+50
628.2
628.45 16+00
629.0
629.22 1.10% 1.55% 0.87%
STA = 12+09.78
EL = 623.81
STA = 13+49.99
EL = 625.35 1.10% 1.55% 0.87%
STA = 12+09.78
EL = 623.81
STA = 13+49.99
EL = 625.35 LINE TABLE LINE # L18 L19 L20 L21 L22 L23 L24 L25 LENGTH 125.82 13.82 10.36 13.30 3.30 1.02 2.20 10.40 DIRECTION N5°11'48"W N23°57'16"E N5°11'48"W S84°48'12"W S48°30'48"W S78°30'48"W S66°02'44"E N79°22'36"E LINE TABLE LINE # L26 L27 L28 L29 L30 L31 L85 L86 LENGTH 26.02 13.32 176.27 13.32 7.65 13.32 12.84 33.45 DIRECTION S10°37'24"E N40°37'30"W S10°37'24"E S19°22'30"W S10°37'24"E N40°37'30"W N36°02'44"W N5°11'48"W LINE TABLE LINE # L87 L88 L89 L90 L91 L92 L93 L94 LENGTH 4.99 9.01 2.30 36.53 13.32 132.26 18.86 15.04 DIRECTION S69°09'37"E N49°44'47"E S79°22'36"W S10°37'24"E N19°22'30"E S10°37'24"E S79°39'43"W N49°22'30"E LINE TABLE LINE # L95 L96 L97 LENGTH 13.07 12.27 13.32 DIRECTION N79°22'36"E S10°37'24"E S19°22'30"W CURVE TABLE CURVE # C20 C21 C22 C23 C24 C25 C26 C27 LENGTH 2.54 2.54 15.71 3.09 2.62 2.98 2.62 15.71 RADIUS 5.00 5.00 10.00 5.00 5.00 5.00 5.00 10.00 DELTA 29°09'04" 29°09'04" 90°00'00" 35°26'28" 30°00'00" 34°09'56" 30°00'00" 90°00'00" CURVE TABLE CURVE # C28 C29 C30 C31 C32 C33 C84 C85 LENGTH 2.62 2.62 2.62 2.62 2.62 2.62 2.69 2.69 RADIUS 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 DELTA 30°00'06" 30°00'06" 29°59'54" 29°59'54" 30°00'06" 30°00'06" 30°50'56" 30°50'56" CURVE TABLE CURVE # C86 C87 C88 C89 C90 C91 C92 C93 LENGTH 20.25 2.64 2.58 2.59 15.71 2.62 2.62 15.76 RADIUS 10.00 5.00 5.00 5.00 10.00 5.00 5.00 10.00 DELTA 116°02'11" 30°15'36" 29°35'09" 29°37'49" 90°00'00" 29°59'54" 29°59'54" 90°17'07" CURVE TABLE CURVE # C94 C95 C96 C97 LENGTH 2.62 2.62 15.71 2.62 RADIUS 5.00 5.00 10.00 5.00 DELTA 29°59'34" 30°00'06" 90°00'00" 29°59'54" 2019-11-11 3:18 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_C-101.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019
STA 16+00 MATCH LINE SEE DWG C-104 C-103 29

IMPROVEMENT PLAN & PROFILE
STATE STREET STA. 11+50 - STA. 16+00 CP JS
-
STA 11+50 MATCH LINE SEE DWG C-102
N
0 10' 20' 40' IMPROVEMENT PLAN STATE STREET SCALE: 1" = 20' IMPROVEMENT PROFILE STATE STREET SCALE: HORIZ 1"=20', VERT 1"=4'

S STATE ST

W CLAY ST

E STEPHENSON ST
3 3
1 2 9 C-403
3 5 9 C-403
5 11 C-403
5 11 C-403
5 3 14 C-404
5 12 C-404
5 5 14 C-404
6 LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM AVAILABLE RECORD MAPS, EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 OR DIAL 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. 6 C-402 11 C-403 10 C-403 13 C-404 SHEET GENERAL NOTES 1. CONTRACTOR SHALL PERFORM ALL UNDERGROUND UTILITY WORK, CONCRETE WORK, SURFACE RESTORATION WORK, AND PERFORM ALL DIGOUT AND REPAIR WORK, SUCH AS PLACING LEVELING COURSE AND SEPARATION FABRIC, PRIOR TO FINAL HOT MIX PAVING. 2. APPLY TACK COAT TO ALL ADJACENT (E) AC IMPROVEMENTS OR CONCRETE SURFACES AND AT JOINT BETWEEN (E) AND (N) IMPROVEMENTS. 3. SEE SHEETS G-006, G-007, AND G-008 FOR TYPICAL SECTIONS. 4. SEE CURB RAMPS AND DRIVEWAYS ENLARGED PLANS FOR HORIZONTAL AND VERTICAL INFORMATION NOT SHOWN. 1 2
4 4
4 E CLAY ST
1 2
1 2
1 2
4 4
6 CONCRETE CURB AND GUTTER PER CITY STD 102 ON SHEET C-501 CONSTRUCTION LEGEND BIORETENTION AREA. SEE DETAILS ON SHEET C-505 AND LANDSCAPE PLANS FOR PLANTING, IRRIGATION, AND OTHER DETAILS PLANTING AREA, SEE LANDSCAPE PLAN CONCRETE SIDEWALK PER CITY STD 101 AND CITY STD 102 ON SHEET C-501. SEE LANDSCAPE PLANS FOR SCORE MARKS AND FINISHES HMA PAVEMENT PER TYPICAL SECTIONS ON SHEETS G-006, G-007, AND G-008 (N) OVERLAY TO (E) PAVEMENT CONFORM PER DETAIL 2 ON SHEET C-503 DG TREE WELL, SEE LANDSCAPE PLAN INSTALL CURB AND GUTTER PER CITY STANDARD 102 INSTALL SIDEWALK PER CITY STANDARD 102 INSTALL DRIVEWAY APPROACH PER CITY STANDARD 102 INSTALL BIORETENTION AREA. SEE UTILITY AND LANDSCAPE PLANS INSTALL CURB RAMP PER CITY STANDARD 111 INSTALL STREET MONUMENT PER CITY STANDARD 140 TREE AND TREE WELL. SEE LANDSCAPE PLAN FOR DETAILS INSTALL SINGLE HEAD PARKING METER POST. INSTALL DOUBLE HEAD PARKING METER POST. WETSET AND INSTALL 1-1/2" DIAMETER 4" LONG PVC SLEEVE FOR FLAG POLE POST. SHEET KEYNOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 102 C-501 102 C-501 102 C-501 111 C-501 140 C-501 9 8
8 8
9 9
8 9 9 10 10 10 10 10

PM PM PM PM PM PM PM PM PM PM PM
PM
D
52+00
53+00 16+00 17+00 18+00 19+00 20+00 21+00
S
S 16+00 17+00 18+00 19+00 20+00 21+00
52+00
53+00 L32 C34
L33 C35 L34
C36 L35
C37
L36
C38
L37
C39 L38
C40
L39 C41 L40
C98 L98
C99
L99 C100 L100
C101
L101
C102
L102
C103C104
L103 C105
L104
C106 L105 C107
L106
C108 L107 STA 17+52.85 OFF 26.50'L FL 631.22STA 17+55.35 OFF 25.83'L FL 631.25 STA 17+66.89 OFF 19.17'L FL 631.41 STA 17+69.39 OFF 18.50'L FL 631.44 STA 17+84.60 OFF 18.50'L FL 631.53 STA 17+94.60 OFF 28.50'L FL 631.61 STA 16+02.30 OFF 25.83'R FL 628.61 STA 16+04.80 OFF 26.50'R FL 628.66 STA 17+52.64 OFF 26.50'R FL 630.18 STA 17+55.14 OFF 25.83'R FL 630.20 STA 17+66.67 OFF 19.17'R FL 630.73 STA 17+69.17 OFF 18.50'R FL 630.78 STA 17+80.81 OFF 18.50'R FL 630.91 STA 17+90.81 OFF 34.89'R FL 630.39 STA 17+90.13 OFF 37.41'R FL 630.34 STA 17+84.49 OFF 47.10'R FL 630.13 STA 17+83.81 OFF 49.59'R FL 630.08 STA 18+13.86 OFF 49.45'R FL 630.87 STA 18+13.16 OFF 46.96'R FL 630.92 STA 18+07.51 OFF 37.41'R FL 631.14 STA 18+06.81 OFF 34.86'R FL 631.17 STA 18+06.81 OFF 28.50'R FL 631.23 STA 18+16.81 OFF 18.50'R FL 631.38 STA 18+30.00 OFF 18.50'R FL 631.45 STA 18+32.50 OFF 19.17'R FL 631.46 STA 18+44.04 OFF 25.83'R FL 631.53 STA 18+46.54 OFF 26.50'R FL 631.54 STA 18+10.60 OFF 28.50'L FL 632.32 STA 18+20.60 OFF 18.50'L FL 632.42 STA 18+28.10 OFF 18.50'L FL 632.47 STA 18+30.60 OFF 19.17'L FL 632.49 STA 18+42.13 OFF 25.83'L FL 632.57 STA 18+44.63 OFF 26.50'L FL 632.59 STA 17+94.60 OFF 33.41'L FL 631.63 STA 17+87.38 OFF 47.06'L FL 631.71 STA 17+86.70 OFF 49.56'L CONFORM STA 18+12.82 STA 20+44.11 STA 16+24.11 OFF 29.50'R 7 STA 16+55.74 OFF 29.50'R STA 16+88.21 OFF 29.50'R STA 17+28.61 OFF 29.50'R STA 18+62.67 OFF 29.50'R STA 18+89.11 OFF 29.50'R STA 19+22.77 OFF 29.48'R STA 19+61.48 OFF 29.50'R STA 16+32.91 OFF 29.50'L STA 16+75.80 OFF 29.51'L STA 16+95.38 OFF 29.51'L STA 17+33.11 OFF 29.51'L STA 18+63.04 OFF 29.51'L STA 19+01.81 OFF 29.52'L STA 19+56.32 OFF 29.52'L 7 7
7 7
7 7
7 7 7
7 7
7 7 7 620 625 630 635 640 620 625 630 635 640 16+00 17+00 18+00 19+00 20+00 21+00 FG AT CL ALIGNMENTEG AT CL ALIGNMENT 16+00 629.0
629.22 16+50
629.7
630.00 17+00
630.4
630.66 17+50
631.0
631.22 18+00
631.7
631.89 18+50
632.4
632.67 19+00
632.8
633.06 19+50
633.3
633.45 20+00
633.7
633.84 20+50
634.0
633.99 21+00
634.1
634.13 1.32% 1.13% 1.57% 0.78% 0.29%
STA = 16+50.00
EL = 630.00
STA = 17+00.00
EL = 630.66
STA = 17+78.00
EL = 631.54
STA = 18+50.00
EL = 632.67
STA = 20+00.00
EL = 633.84 1.32% 1.13% 1.57% 0.78% 0.29%
STA = 16+50.00
EL = 630.00
STA = 17+00.00
EL = 630.66
STA = 17+78.00
EL = 631.54
STA = 18+50.00
EL = 632.67
STA = 20+00.00
EL = 633.84 LINE TABLE LINE # L32 L33 L34 L35 L36 L37 L38 L39 LENGTH 155.66 13.32 15.22 4.91 12.90 12.77 7.50 13.32 DIRECTION S10°37'24"E S19°22'30"W S10°37'24"E N79°22'36"E S48°57'43"W N79°22'36"E N10°37'24"W N40°37'30"W LINE TABLE LINE # L40 L98 L99 L100 L101 L102 L103 L104 LENGTH 139.80 147.84 13.32 11.64 6.38 11.21 11.10 6.36 DIRECTION N10°37'24"W S10°37'24"E S40°37'30"E S10°37'24"E S79°22'30"W N70°23'10"W N48°44'52"E S79°22'36"W LINE TABLE LINE # L105 L106 L107 LENGTH 13.19 13.32 141.24 DIRECTION N10°37'24"W N19°22'30"E N10°37'24"W CURVE TABLE CURVE # C34 C35 C36 C37 C38 C39 C40 C41 LENGTH 2.62 2.62 15.71 2.65 2.62 15.71 2.62 2.62 RADIUS 5.00 5.00 10.00 5.00 5.00 10.00 5.00 5.00 DELTA 29°59'54" 29°59'54" 90°00'00" 30°24'46" 30°00'00" 90°00'00" 30°00'06" 30°00'06" CURVE TABLE CURVE # C98 C99 C100 C101 C102 C103 C104 C105 LENGTH 2.62 2.62 2.62 15.71 2.64 2.62 2.62 2.67 RADIUS 5.00 5.00 5.00 10.00 5.00 5.00 5.00 5.00 DELTA 29°59'54" 30°00'06" 30°00'06" 90°00'00" 30°14'20" 30°00'00" 30°00'00" 30°37'38" CURVE TABLE CURVE # C106 C107 C108 LENGTH 15.71 2.62 2.62 RADIUS 10.00 5.00 5.00 DELTA 90°00'00" 29°59'54" 29°59'54" 2019-11-11 3:18 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_C-101.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019
STA 21+00 MATCH LINE SEE DWG C-105 C-104 30

IMPROVEMENT PLAN & PROFILE
STATE STREET STA. 16+00 - STA. 21+00 CP JS
-
STA 16+00 MATCH LINE SEE DWG C-103
0 10' 20' 40'
N IMPROVEMENT PLAN STATE STREET SCALE: 1" = 20' IMPROVEMENT PROFILE STATE STREET SCALE: HORIZ 1"=20', VERT 1"=4' S STATE ST

W CHURCH ST

W PERKINS ST N STATE ST
3 1
2 15 C-405
3 5 15 C-405
5 17 C-405
5 17 C-405
5 3 18 C-406
5 18 C-406
5 20 C-406
5 20 C-406
5 6 12 C-404 16 C-405 20 C-406 SHEET GENERAL NOTES 1. CONTRACTOR SHALL PERFORM ALL UNDERGROUND UTILITY WORK, CONCRETE WORK, SURFACE RESTORATION WORK, AND PERFORM ALL DIGOUT AND REPAIR WORK, SUCH AS PLACING LEVELING COURSE AND SEPARATION FABRIC, PRIOR TO FINAL HOT MIX PAVING. 2. APPLY TACK COAT TO ALL ADJACENT (E) AC IMPROVEMENTS OR CONCRETE SURFACES AND AT JOINT BETWEEN (E) AND (N) IMPROVEMENTS. 3. SEE SHEETS G-006, G-007, AND G-008 FOR TYPICAL SECTIONS. 4. SEE CURB RAMPS AND DRIVEWAYS ENLARGED PLANS FOR HORIZONTAL AND VERTICAL INFORMATION NOT SHOWN. 5. SEE SHEET C-107 FOR LAYOUT OF PERKINS STREET AND STATE STREET INTERSECTION. LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM AVAILABLE RECORD MAPS, EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 OR DIAL 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION.

E CHURCH ST

E PERKINS ST
1 2
4 4
4 1
2 1
2 4
4 4
2 2
1 1
6 SEE C-107 FOR IMPROVEMENTS CONCRETE CURB AND GUTTER PER CITY STD 102 ON SHEET C-501 CONSTRUCTION LEGEND BIORETENTION AREA. SEE DETAILS ON SHEET C-505 AND LANDSCAPE PLANS FOR PLANTING, IRRIGATION, AND OTHER DETAILS PLANTING AREA, SEE LANDSCAPE PLAN CONCRETE SIDEWALK PER CITY STD 101 AND CITY STD 102 ON SHEET C-501. SEE LANDSCAPE PLANS FOR SCORE MARKS AND FINISHES HMA PAVEMENT PER TYPICAL SECTIONS ON SHEETS G-006, G-007, AND G-008 (N) OVERLAY TO (E) PAVEMENT CONFORM PER DETAIL 2 ON SHEET C-503 DG TREE WELL, SEE LANDSCAPE PLAN INSTALL CURB AND GUTTER PER CITY STANDARD 102 INSTALL SIDEWALK PER CITY STANDARD 102 INSTALL DRIVEWAY APPROACH PER CITY STANDARD 102 INSTALL BIORETENTION AREA. SEE UTILITY AND LANDSCAPE PLANS INSTALL CURB RAMP PER CITY STANDARD 111 INSTALL STREET MONUMENT PER CITY STANDARD 140 TREE AND TREE WELL. SEE LANDSCAPE PLAN FOR DETAILS INSTALL SINGLE HEAD PARKING METER POST. INSTALL DOUBLE HEAD PARKING METER POST. WETSET AND INSTALL 1-1/2" DIAMETER 4" LONG PVC SLEEVE FOR FLAG POLE POST. SHEET KEYNOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 102 C-501 102 C-501 102 C-501 111 C-501 140 C-501 4 9
9 9
8 9
9 8 9
9 9
9 9 10 10 10 10 10 10 10 10

PM PM PM PM PM PM PM PM PM
PM
PM
103+00
104+00 21+00 22+00 23+00 24+00 25+00
S
S
S 21+00 22+00 23+00 24+00 25+00
103+00
104+00 L65 C65
L66
C66 L67
C67
L68
C68
L69 C69
L70
C70 L71
C71
L72
C72 L121
C121
L122
C122 L123
C123
L124
C124
L125
C125
L126
C126 L127
C127
L128 C128 STA 25+48.23 OFF 26.33'R FL 632.56 STA 25+34.33 OFF 18.50'R FL 633.07 STA 25+18.49 OFF 18.50'R FL 633.46 STA 25+08.49 OFF 28.50'R FL 633.31 STA 24+51.50 OFF 26.50'R FL 634.04 STA 24+54.00 OFF 25.83'R FL 634.06STA 24+65.56 OFF 19.17'R FL 634.13 STA 24+68.06 OFF 18.50'R FL 634.15 STA 24+82.42 OFF 18.50'R FL 634.21 STA 24+85.09 OFF 48.40'R FL 633.12 STA 24+84.42 OFF 50.90'R CONFORM STA 24+51.55 OFF 26.50'L FL 634.48 STA 24+65.56 OFF 19.17'L FL 634.40 STA 24+82.45 OFF 18.50'L FL 634.33 STA 24+92.45 OFF 33.51'L FL 634.35 STA 24+85.12 OFF 47.54'L FL 634.39 STA 24+84.45 OFF 50.03'L CONFORM STA 24+91.78 OFF 36.01'L FL 634.36 STA 24+68.07 OFF 18.50'L FL 634.34 STA 24+54.06 OFF 25.83'L FL 634.47 STA 25+08.22 OFF 44.09'L TC 634.97 CONFORM STA 25+08.22 OFF 28.50'L FL 634.47 STA 25+32.58 OFF 18.50'L FL 634.01 STA 25+46.62 OFF 25.83'L FL 633.56 STA 25+49.12 OFF 26.50'L FL 633.45 STA 25+35.08 OFF 19.17'L FL 633.93 STA 25+08.49 OFF 75.69'R FL 631.93 STA 22+63.18 STA 25+01.16 N79°24'33"E 273.64' N 2183121.94 E 6219173.49 N 2183130.40 E 6219171.98 STA 24+91.75 OFF 36.87'R FL 633.59 STA 24+92.42 OFF 34.37'R FL 633.68 STA 24+92.42 OFF 28.50'R FL 633.75 STA 21+40.95 OFF 29.50'R 7 STA 21+88.00 OFF 29.50'R
7 STA 21+03.70 OFF 29.50'R
7 STA 21+03.70 OFF 29.50'L
7 STA 23+33.48 OFF 29.50'R
7 STA 23+65.49 OFF 29.50'R
7 STA 23+97.47 OFF 29.50'R
7 STA 24+24.46 OFF 29.49'R
7 STA 24+35.44 STA 24+11.26 OFF 29.50'L OFF 29.50'L STA 23+74.87 OFF 29.50'L STA 23+46.87 OFF 29.50'L STA 23+17.50 OFF 29.50'L 7 7
7 7
7 620 625 630 635 640 620 625 630 635 640 21+00 22+00 23+00 24+00 25+00 25+50 FG AT CL ALIGNMENT EG AT CL ALIGNMENT 21+00 634.1
634.13 21+50
634.2
634.28 22+00
634.4
634.38 22+50
634.6
634.48 23+00
634.7
634.63 23+50
634.8
634.88 24+00
634.8
634.99 24+50
634.8
635.09 25+00
634.6
634.80 25+50
633.3
633.55 0.20% 0.52% 0.21% PVI STA = 22+85.46 PVI EL = 634.55 K = 278.73 L = 90.00' BVCS = 22+40.46
BVCE = 634.46
EVCS = 23+30.46
EVCE = 634.78
STA = 21+50.00
EL = 634.28
STA = 23+50.00
EL = 634.89 0.20% 0.52% 0.21% PVI STA = 25+70.00 PVI EL = 633.05 K = 65.24 L = 90.00' BVCS = 25+25.00
BVCE = 634.17
EVCS = 26+15.00
EVCE = 631.30 PVI STA = 24+90.00 PVI EL = 635.05 K = 30.04 L = 70.00' BVCS = 24+55.00
BVCE = 635.11
EVCS = 25+25.00
EVCE = 634.17 PVI STA = 22+85.46 PVI EL = 634.55 K = 278.73 L = 90.00' BVCS = 22+40.46
BVCE = 634.46
EVCS = 23+30.46
EVCE = 634.78
STA = 21+50.00
EL = 634.28
STA = 23+50.00
EL = 634.89 LINE TABLE LINE # L65 L66 L67 L68 L69 L70 L71 L72 LENGTH 144.05 13.29 14.38 5.01 13.32 15.59 14.36 13.32 DIRECTION S10°37'24"E S19°25'20"W S10°37'24"E N79°22'36"E S49°22'30"W N79°22'36"E S10°37'24"E N40°37'30"W LINE TABLE LINE # L121 L122 L123 L124 L125 L126 L127 L128 LENGTH 143.92 13.35 14.37 5.87 13.32 47.19 15.84 13.32 DIRECTION S10°37'24"E S40°34'40"E S10°37'24"E S79°22'36"W S70°37'30"E S79°22'36"W N10°37'24"W S19°22'30"W CURVE TABLE CURVE # C65 C66 C67 C68 C69 C70 C71 C72 LENGTH 2.62 2.62 15.71 2.62 2.61 15.71 2.62 2.62 RADIUS 5.00 5.00 10.00 5.00 5.00 10.00 5.00 5.00 DELTA 30°02'44" 30°02'44" 90°00'00" 30°00'00" 29°54'24" 90°00'00" 30°00'06" 30°00'06" CURVE TABLE CURVE # C121 C122 C123 C124 C125 C126 C127 C128 LENGTH 2.61 2.61 15.71 2.62 2.62 15.71 2.62 2.62 RADIUS 5.00 5.00 10.00 5.00 5.00 10.00 5.00 5.00 DELTA 29°57'16" 29°57'16" 90°00'00" 30°00'00" 30°00'00" 90°00'00" 29°59'54" 29°59'54" 2019-11-11 3:19 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_C-101.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019
STA 25+50 MATCH LINE SEE DWG C-106 C-105 31

IMPROVEMENT PLAN & PROFILE
STATE STREET STA. 21+00 - STA. 25+50 CP JS
-
STA 21+00 MATCH LINE SEE DWG C-104
0 10' 20' 40'
N IMPROVEMENT PLAN STATE STREET SCALE: 1" = 20' IMPROVEMENT PROFILE STATE STREET SCALE: HORIZ 1"=20', VERT 1"=4' N STATE ST

E STANDLEY ST

W SMITH ST
1 2
3 21 C-407
5 21 C-407
5 23 C-407
5 23 C-407
5 24 C-408
5 24 C-408 26 C-408
5 26 C-408
5 6 20 C-406 CONCRETE CURB AND GUTTER PER CITY STD 102 ON SHEET C-501 CONSTRUCTION LEGEND BIORETENTION AREA. SEE DETAILS ON SHEET C-505 AND LANDSCAPE PLANS FOR PLANTING, IRRIGATION, AND OTHER DETAILS PLANTING AREA, SEE LANDSCAPE PLAN CONCRETE SIDEWALK PER CITY STD 101 AND CITY STD 102 ON SHEET C-501. SEE LANDSCAPE PLANS FOR SCORE MARKS AND FINISHES HMA PAVEMENT PER TYPICAL SECTIONS ON SHEETS G-006, G-007, AND G-008 (N) OVERLAY TO (E) PAVEMENT CONFORM PER DETAIL 2 ON SHEET C-503 SHEET GENERAL NOTES 1. CONTRACTOR SHALL PERFORM ALL UNDERGROUND UTILITY WORK, CONCRETE WORK, SURFACE RESTORATION WORK, AND PERFORM ALL DIGOUT AND REPAIR WORK, SUCH AS PLACING LEVELING COURSE AND SEPARATION FABRIC, PRIOR TO FINAL HOT MIX PAVING. 2. APPLY TACK COAT TO ALL ADJACENT (E) AC IMPROVEMENTS OR CONCRETE SURFACES AND AT JOINT BETWEEN (E) AND (N) IMPROVEMENTS. 3. SEE SHEETS G-006, G-007, AND G-008 FOR TYPICAL SECTIONS. 4. SEE CURB RAMPS AND DRIVEWAYS ENLARGED PLANS FOR HORIZONTAL AND VERTICAL INFORMATION NOT SHOWN. 5. SEE SHEET C-108 FOR LAYOUT OF STANDLEY STREET AND N STATE STREET INTERSECTION. LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM AVAILABLE RECORD MAPS, EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 OR DIAL 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. 1 2

W STANDLEY ST

E SMITH ST
4 4
1 2
1 2
4 4 4
6 SEE C-108 FOR IMPROVEMENTS DG TREE WELL, SEE LANDSCAPE PLAN INSTALL CURB AND GUTTER PER CITY STANDARD 102 INSTALL SIDEWALK PER CITY STANDARD 102 INSTALL DRIVEWAY APPROACH PER CITY STANDARD 102 INSTALL BIORETENTION AREA. SEE UTILITY AND LANDSCAPE PLANS INSTALL CURB RAMP PER CITY STANDARD 111 INSTALL STREET MONUMENT PER CITY STANDARD 140 TREE AND TREE WELL. SEE LANDSCAPE PLAN FOR DETAILS INSTALL SINGLE HEAD PARKING METER POST. INSTALL DOUBLE HEAD PARKING METER POST. WETSET AND INSTALL 1-1/2" DIAMETER 4" LONG PVC SLEEVE FOR FLAG POLE POST. SHEET KEYNOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 102 C-501 102 C-501 102 C-501 111 C-501 140 C-501 5 9
9 9
9 9 9
9 9
9 9
9 10 10 10 10 10 10

PM
PM

PM PM PM
D
153+00 26+00
153+25 27+00 28+00 29+00 30+00
S
S
CO
153+00 26+00
153+25 27+00 28+00 29+00 30+00 STA 26+81.71 OFF 25.76'L FL 627.74 STA 26+79.16 OFF 26.50'L FL 627.80 STA 26+92.17 OFF 19.27'L FL 627.46 STA 26+94.61 OFF 18.57'L FL 627.40 STA 27+09.54 OFF 18.50'L FL 627.17 STA 27+16.89 OFF 47.74'L CONFORM STA 26+66.87 OFF 25.84'R FL 628.45 STA 26+79.04 OFF 18.90'R FL 628.11 STA 26+81.80 OFF 18.19'R FL 628.05 STA 27+11.00 OFF 18.50'R FL 627.38 STA 27+13.51 OFF 19.18'R FL 627.28 STA 27+34.87 OFF 31.62'R FL 626.30 STA 26+64.31 OFF 26.50'R FL 628.52 STA 27+37.37 OFF 32.30'R CONFORM C72
L73 C73
C74
L74
C75 L75
C76
L76
L128 C128
L129 C129
C130
L130
C131 L131
C132
L132
C133 STA 27+39.27 OFF 50.93'L CONFORM STA 27+54.56 OFF 32.40'L CONFORM STA 27+57.98 OFF 32.29'R CONFORM STA 25+69.15 OFF 26.50'R FL 632.15 STA 25+50.87 OFF 26.50'R FL 632.48 STA 25+48.23 OFF 26.33'R FL 632.56 STA 25+34.33 OFF 18.50'R STA 25+08.49 OFF 28.50'R FL 633.31 STA 25+35.08 STA 25+69.15 OFF 26.50'L FL 632.76 STA 27+68.05 OFF 32.32'R STA 27+64.42 OFF 31.96'L L136.35' R900.00 St a t e St CL Δ 8°40' 49" N1°56'35"W 395.00' STA 25+69.15 PC STA 27+04.76 PT STA 27+37.80 OFF 60.82'L CONFORM STA 27+15.48 OFF 57.63'L CONFORM STA 26+40.75 OFF 29.49'L STA 26+02.11 7 OFF 29.66'L STA 25+69.28 OFF 29.81'L STA 25+69.28 OFF 29.48'R STA 26+03.28 OFF 29.36'R STA 26+39.59 OFF 29.18'R 7 7
7 7
7 STA 27+36.18 615 620 625 630 635 615 620 625 630 635 25+50 26+00 27+00 28+00 29+00 30+00 FG AT CL ALIGNMENT EG AT CL ALIGNMENT 25+50 633.3
633.55 26+00
631.6
631.87 26+50
629.6
629.94 27+00
627.7
628.00 27+50
626.7
626.78 28+00
626.4 28+50
626.3 29+00
626.2 29+50
625.9 30+00
-2.27%
-3.88% PVI STA = 25+70.00 PVI EL = 633.05 K = 65.24 L = 90.00' BVCS = 25+25.00
BVCE = 634.17
EVCS = 26+15.00
EVCE = 631.30
STA = 27+57.37
EL = 626.61
-2.27%
-3.88% PVI STA = 27+05.50 PVI EL = 627.79 K = 56.03 L = 90.00' BVCS = 26+60.50
BVCE = 629.54
EVCS = 27+50.50
EVCE = 626.77
STA = 27+57.37
EL = 626.61 LINE TABLE LINE # L73 L74 L75 L76 L129 L130 L131 L132 LENGTH 20.03 12.54 15.15 18.01 18.28 13.75 28.72 24.71 DIRECTION S10°37'24"E S28°02'49"W S1°56'35"E N79°55'21"E S10°37'24"E S34°19'37"E S1°56'35"E N28°16'33"E CURVE TABLE CURVE # C73 C74 C75 C76 C129 C130 C131 C132 LENGTH 113.25 2.76 2.62 17.13 92.36 2.60 2.83 2.64 RADIUS 926.50 5.00 5.00 10.00 873.50 5.00 5.00 5.00 DELTA 7°00'12" 31°40'02" 29°59'25" 98°08'04" 6°03'30" 29°45'41" 32°23'02" 30°13'08" CURVE TABLE CURVE # C133 LENGTH 2.62 RADIUS 5.00 DELTA 30°03'27" 2019-11-11 3:20 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_C-101.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019
END WORK STATE STREET C-106 32

IMPROVEMENT PLAN & PROFILE
STATE STREET STA. 25+50 - STA. 30+00 CP JS
-
STA 25+50 MATCH LINE SEE DWG C-105
0 10' 20' 40' IMPROVEMENT PLAN STATE STREET SCALE: 1" = 20' IMPROVEMENT PROFILE STATE STREET SCALE: HORIZ 1"=20', VERT 1"=4'

N N STATE ST

W HENRY ST
3 1
2 27 C-409
5 28 C-409
5 25 C-408 SHEET GENERAL NOTES 1. CONTRACTOR SHALL PERFORM ALL UNDERGROUND UTILITY WORK, CONCRETE WORK, SURFACE RESTORATION WORK, AND PERFORM ALL DIGOUT AND REPAIR WORK, SUCH AS PLACING LEVELING COURSE AND SEPARATION FABRIC, PRIOR TO FINAL HOT MIX PAVING. 2. APPLY TACK COAT TO ALL ADJACENT (E) AC IMPROVEMENTS OR CONCRETE SURFACES AND AT JOINT BETWEEN (E) AND (N) IMPROVEMENTS. 3. SEE SHEETS G-006, G-007, AND G-008 FOR TYPICAL SECTIONS. 4. SEE CURB RAMPS AND DRIVEWAYS ENLARGED PLANS FOR HORIZONTAL AND VERTICAL INFORMATION NOT SHOWN. LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM AVAILABLE RECORD MAPS, EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 OR DIAL 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. 1 2
4 4 CONCRETE CURB AND GUTTER PER CITY STD 102 ON SHEET C-501 CONSTRUCTION LEGEND BIORETENTION AREA. SEE DETAILS ON SHEET C-505 AND LANDSCAPE PLANS FOR PLANTING, IRRIGATION, AND OTHER DETAILS PLANTING AREA, SEE LANDSCAPE PLAN CONCRETE SIDEWALK PER CITY STD 101 AND CITY STD 102 ON SHEET C-501. SEE LANDSCAPE PLANS FOR SCORE MARKS AND FINISHES HMA PAVEMENT PER TYPICAL SECTIONS ON SHEETS G-006, G-007, AND G-008 (N) OVERLAY TO (E) PAVEMENT CONFORM PER DETAIL 2 ON SHEET C-503 DG TREE WELL, SEE LANDSCAPE PLAN INSTALL CURB AND GUTTER PER CITY STANDARD 102 INSTALL SIDEWALK PER CITY STANDARD 102 INSTALL DRIVEWAY APPROACH PER CITY STANDARD 102 INSTALL BIORETENTION AREA. SEE UTILITY AND LANDSCAPE PLANS INSTALL CURB RAMP PER CITY STANDARD 111 INSTALL STREET MONUMENT PER CITY STANDARD 140 TREE AND TREE WELL. SEE LANDSCAPE PLAN FOR DETAILS INSTALL SINGLE HEAD PARKING METER POST. INSTALL DOUBLE HEAD PARKING METER POST. WETSET AND INSTALL 1-1/2" DIAMETER 4" LONG PVC SLEEVE FOR FLAG POLE POST. SHEET KEYNOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 102 C-501 102 C-501 102 C-501 111 C-501 140 C-501 9 9
8 9
9 10 10
6

PM
PM

PM PM PM PM
S
D 50+00 51+00 52+00 53+00 54+00
20+00 21+00
S
S 50+00 51+00 52+00 53+00 54+00 STA 20+83.90 OFF 18.50'L FL 633.61 STA 20+86.40 OFF 19.17'L FL 633.62 STA 20+97.94 OFF 25.83'L FL 633.65 STA 21+00.44 OFF 26.50'L FL 633.65 STA 20+16.13 OFF 18.50'L FL 633.88 STA 20+00.97 OFF 18.50'L FL 633.85 STA 19+98.47 OFF 19.17'L FL 633.80 STA 19+86.93 OFF 25.83'L FL 633.56 STA 19+84.43 OFF 26.50'L FL 633.52 STA 19+87.78 OFF 26.50'R FL 633.00 STA 19+90.28 OFF 25.83'R FL 633.00 STA 20+02.30 OFF 18.93'R FL 633.13 STA 20+04.30 OFF 18.51'R FL 633.16 STA 20+08.58 OFF 18.51'R FL 633.21 STA 20+72.33 OFF 18.50'R FL 633.16 STA 20+79.44 OFF 18.50'R FL 633.18 STA 20+81.94 OFF 19.17'R FL 633.18 STA 20+93.48 OFF 25.83'R FL 633.21 STA 20+95.98 OFF 26.50'R FL 633.22 STA 52+27.18 OFF 19.44'L CONFORM STA 52+29.43 OFF 18.83'L FL 633.86 STA 52+37.64 OFF 14.06'L FL 633.65 STA 52+40.39 OFF 13.31'L STA 50+65.30 FL 633.61 OFF 18.72'R CONFORMSTA 50+67.80 OFF 18.06'R FL 635.44 STA 50+80.48 OFF 10.79'R FL 635.33 STA 50+82.98 OFF 10.12'R FL 635.31 C42
L41
C43
L42 C44
C45 L43 C46
L44
L45 C47 L47
C48
L48 C49 L49
C50
L50 C51
L51 C52 C109
L108 C110
L109 C111 L110 L111C112
L112 C113
L113 C114 STA 50+26.84 OFF 41.69'L CONFORM STA 20+66.05 OFF 251.26'L FL 636.55 STA 20+56.13 OFF 240.53'L FL 636.47 STA 20+60.04 OFF 18.50'L FL 633.56 N 2182862.10 E 6218939.32 N79°12'10"E 278.06' N74°22'22"E 40.25' N79°11'23"E 199.31' STA 52+78.06 ANGLE PT. STA 53+18.31 ANGLE PT. STA 53+08.68 OFF 22.91'L FL 633.12 STA 53+28.32 OFF 21.92'R FL 632.86 STA 52+49.53 OFF 10.63'R FL 633.90 STA 53+28.45 OFF 21.95'L FL 632.56 STA 53+04.85 OFF 20.79'R FL 633.07 STA 52+49.60 OFF 13.29'L FL 633.59 STA 53+38.32 OFF 19.93'R STA 53+38.45 OFF 20.52'L STA 50+40.88 OFF 16.67'R CONFORM STA 50+41.01 OFF 15.87'L CONFORM STA 50+23.04 OFF 27.86'L CONFORM STA 50+93.06 OFF 13.17'R STA 51+34.55 OFF 13.29'R STA 51+67.94 OFF 13.39'R STA 51+95.07 OFF 13.47'R STA 52+28.57 OFF 13.56'R 7 7
7 7
7 620 625 630 635 640 620 625 630 635 640 50+00 51+00 52+00 53+00 54+00 FG AT CL ALIGNMENT EG AT CL ALIGNMENT 50+00 637.9
637.88 50+50
636.5
636.52 51+00
635.7
635.68 51+50
635.1
635.10 52+00
634.5
634.49 52+50
634.0
633.95 53+00
633.6
633.59 53+50
632.9
632.91 54+00
631.9
631.93 -0.20% -0.64% -1.25%
-1.92% -1.75%
-2.27%
-2.00% -0.50% -1.28% -0.80%
STA = 50+40.93
EL = 636.67
STA = 50+50.93
EL = 636.44
STA = 50+82.99
EL = 635.80
STA = 51+00.00
EL = 635.51
STA = 51+30.59
EL = 635.35
STA = 51+74.60
EL = 634.79
STA = 52+40.38
EL = 634.26
STA = 52+50.00
EL = 634.24
STA = 52+78.06
EL = 634.07
STA = 53+00.00
EL = 633.79 -0.20% -0.64%
STA = 53+28.38
EL = 633.25 -1.25%
-1.92% -1.75%
-2.27%
-2.00% -0.50% -1.28% -0.80%
STA = 50+40.93
EL = 636.67
STA = 50+50.93
EL = 636.44
STA = 50+82.99
EL = 635.80
STA = 51+00.00
EL = 635.51
STA = 51+30.59
EL = 635.35
STA = 51+74.60
EL = 634.79
STA = 52+40.38
EL = 634.26
STA = 52+50.00
EL = 634.24
STA = 52+78.06
EL = 634.07
STA = 53+00.00
EL = 633.79
STA = 53+28.38
EL = 633.25 LINE TABLE LINE # L41 L42 L43 L44 L45 L47 L48 L49 LENGTH 13.32 15.16 166.54 14.62 11.72 190.32 9.49 9.21 DIRECTION N19°22'30"E N10°37'24"W S79°22'36"W S49°22'30"W N11°04'01"W S79°22'36"W N70°37'30"W S79°22'36"W LINE TABLE LINE # L50 L51 L108 L109 L110 L111 L112 L113 LENGTH 23.86 13.32 13.30 4.17 21.66 21.67 7.11 13.32 DIRECTION S10°37'24"E S40°37'30"E N40°37'30"W N10°37'30"W N79°22'36"E N79°22'36"E S10°37'24"E S19°22'30"W CURVE TABLE CURVE # C42 C43 C44 C45 C46 C47 C48 C49 LENGTH 2.62 2.62 15.71 2.62 2.61 15.63 2.36 2.88 RADIUS 5.00 5.00 10.00 5.00 5.00 10.00 4.50 5.50 DELTA 29°59'54" 29°59'54" 90°00'00" 30°00'00" 29°55'22" 89°33'25" 29°59'54" 29°59'54" CURVE TABLE CURVE # C50 C51 C52 C109 C110 C111 C112 C113 LENGTH 15.71 2.62 2.62 2.62 2.62 15.71 15.71 2.62 RADIUS 10.00 5.00 5.00 5.00 5.00 10.00 10.00 5.00 DELTA 90°00'00" 30°00'06" 30°00'06" 30°00'06" 30°00'00" 90°00'06" 90°00'00" 29°59'54" CURVE TABLE CURVE # C114 LENGTH 2.62 RADIUS 5.00 DELTA 29°59'54" 2019-11-12 9:11 AM KHARVEY
G:\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_C-101.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019
STA 54+00 MATCH LINE SEE DWG C-108 C-107 33

IMPROVEMENT PLAN & PROFILE
PERKINS STREET STA. 50+00 - STA. 54+00 CP JS
-
90% SUBMITTAL 7-8-2019

BEGIN WORK PERKINS STREET
0 10' 20' 40' IMPROVEMENT PLAN PERKINS STREET SCALE: 1" = 20' IMPROVEMENT PROFILE PERKINS STREET SCALE: HORIZ 1"=20', VERT 1"=4' N
N STATE ST W PERKINS ST 19 C-406
5 SHEET GENERAL NOTES 1. CONTRACTOR SHALL PERFORM ALL UNDERGROUND UTILITY WORK, CONCRETE WORK, SURFACE RESTORATION WORK, AND PERFORM ALL DIGOUT AND REPAIR WORK, SUCH AS PLACING LEVELING COURSE AND SEPARATION FABRIC, PRIOR TO FINAL HOT MIX PAVING. 2. APPLY TACK COAT TO ALL ADJACENT (E) AC IMPROVEMENTS OR CONCRETE SURFACES AND AT JOINT BETWEEN (E) AND (N) IMPROVEMENTS. 3. SEE SHEET G-008 FOR TYPICAL SECTIONS. 4. SEE CURB RAMPS AND DRIVEWAYS ENLARGED PLANS FOR HORIZONTAL AND VERTICAL INFORMATION NOT SHOWN. LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM AVAILABLE RECORD MAPS, EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 OR DIAL 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. 2 1
2 1 CONCRETE CURB AND GUTTER PER CITY STD 102 ON SHEET C-501 CONSTRUCTION LEGEND BIORETENTION AREA. SEE DETAILS ON SHEET C-505 AND LANDSCAPE PLANS FOR PLANTING, IRRIGATION, AND OTHER DETAILS PLANTING AREA, SEE LANDSCAPE PLAN CONCRETE SIDEWALK PER CITY STD 101 AND CITY STD 102 ON SHEET C-501. SEE LANDSCAPE PLANS FOR SCORE MARKS AND FINISHES HMA PAVEMENT PER TYPICAL SECTIONS ON SHEETS G-006, G-007, AND G-008 (N) OVERLAY TO (E) PAVEMENT CONFORM PER DETAIL 2 ON SHEET C-503 DG TREE WELL, SEE LANDSCAPE PLAN INSTALL CURB AND GUTTER PER CITY STANDARD 102 INSTALL SIDEWALK PER CITY STANDARD 102 INSTALL DRIVEWAY APPROACH PER CITY STANDARD 102 INSTALL BIORETENTION AREA. SEE UTILITY AND LANDSCAPE PLANS INSTALL CURB RAMP PER CITY STANDARD 111 INSTALL STREET MONUMENT PER CITY STANDARD 140 TREE AND TREE WELL. SEE LANDSCAPE PLAN FOR DETAILS INSTALL SINGLE HEAD PARKING METER POST. INSTALL DOUBLE HEAD PARKING METER POST. WETSET AND INSTALL 1-1/2" DIAMETER 4" LONG PVC SLEEVE FOR FLAG POLE POST. SHEET KEYNOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 102 C-501 102 C-501 102 C-501 111 C-501 140 C-501 9 9
9 9
9 10 10

PM

PM PM PM PM PM PM
S
D 100+00 101+00 102+00 103+00 104+00
22+00 23+00 100+00 101+00
S102+00 103+00 104+00 STA 103+90.76 OFF 11.94'R TC 633.36 CONFORM STA 102+77.70 OFF 16.93'R FL 634.54 STA 102+75.16 OFF 17.63'R FL 634.56 STA 102+85.51 OFF 12.32'R FL 634.50 STA 102+88.06 OFF 11.62'R FL 634.48 STA 103+90.71 OFF 11.95'L TC 633.53 CONFORM STA 23+05.02 OFF 25.84'L FL 634.97 STA 23+07.50 OFF 26.50'L FL 634.97 STA 22+93.34 OFF 19.16'L FL 634.99 STA 22+90.86 OFF 18.50'L FL 634.99 STA 22+78.60 OFF 18.50'L FL 635.01 STA 23+07.58 OFF 26.50'R FL 633.62 STA 23+05.06 OFF 25.82'R FL 633.62 STA 22+93.66 OFF 19.18'R FL 633.61 STA 22+91.14 OFF 18.50'R FL 633.60 STA 22+34.84 OFF 18.50'R FL 633.62 STA 22+13.83 OFF 18.50'R FL 633.87 STA 22+11.33 OFF 19.17'R FL 633.85 STA 21+99.80 OFF 25.83'R FL 633.77 STA 21+97.30 OFF 26.50'R FL 633.76 STA 22+01.71 OFF 26.50'L FL 634.21 STA 22+04.21 OFF 25.83'L FL 634.27 STA 22+15.75 OFF 19.17'L FL 634.29 STA 22+18.25 OFF 18.50'L FL 634.30 STA 22+26.60 OFF 18.50'L FL 634.34 STA 102+30.24 OFF 12.36'L FL 635.63 STA 102+31.74 OFF 12.77'L FL 635.61 STA 102+44.21 OFF 19.97'L FL 635.33 STA 102+45.71 OFF 20.37'L FL 635.32 STA 100+76.81 OFF 22.33'L FL 637.90 STA 100+86.81 OFF 12.34'L FL 638.05 STA 100+76.80 OFF 34.38'L TC 638.41 CONFORM C53 L53
C54
L54 C55 C56 L55 C57
L56 L57
C58
L58 L59 C59 L60 C60
L61 C61 L62
C62
L63 C63
L64 C64 C115
L115 C116
L116 C117 L117L118
C118
L119 C119
L120 C120 STA 100+87.26 OFF 17.66'R FL 637.90 STA 100+77.27 OFF 27.68'R FL 638.02 STA 100+77.27 OFF 36.51'R FL 637.73 N79°23'10"E 329.04' N79°24'33"E 273.64' N 2183061.34 E 6218850.08 STA 100+66.65 OFF 29.50'L STA 100+67.21 OFF 26.14'R STA 104+00.74 OFF 11.97'L STA 104+00.80 OFF 11.91'R N 2183121.94 E 6219173.49 N 2183130.40 E 6219171.98 STA 103+00.54 OFF 11.62'R FL 634.42 STA 22+78.72 OFF 18.50'R FL 633.59 STA 103+00.54 OFF 20.38'L FL 635.05 STA 103+66.06 OFF 11.95'R FL 633.30 STA 103+66.04 OFF 11.93'L FL 633.57 STA 101+07.06 OFF 15.34'L STA 101+37.06 OFF 15.35'L STA 101+67.06 OFF 15.35'L STA 101+97.06 OFF 15.36'L STA 102+26.24 OFF 15.40'L 7 7
7 7
7 625 630 635 640 645 625 630 635 640 645 100+00 101+00 102+00 103+00 104+00 104+50 FG AT CL ALIGNMENT EG AT CL ALIGNMENT 100+00 639.1 100+50
639.2 101+00
638.0
638.33 101+50
637.1
637.33 102+00
636.3
636.33 102+50
635.6
635.67 103+00
634.7
634.91 103+50
634.2
634.40 104+00
633.1 104+50
631.8 -1.10%
-3.28%
-2.88% 0.15%
-2.21% -1.50% -1.00%
-1.80%
-2.00% -1.00%
-2.00% -1.00% -0.66%
STA = 100+73.07
EL = 638.74
STA = 100+87.90
EL = 638.57
STA = 102+00.00
EL = 636.33
STA = 102+30.30
EL = 636.03
STA = 102+50.00
EL = 635.67
STA = 102+76.41
EL = 635.14
STA = 102+95.54
EL = 634.95 STA = 103+00.00
EL = 634.91
STA = 103+29.04
EL = 634.72
STA = 103+37.63
EL = 634.73
STA = 103+66.06
EL = 634.10 STA = 103+71.06
EL = 634.02
STA = 103+90.74
EL = 633.38
STA = 104+00.00
EL = 633.11 -1.10%
-3.28%
-2.88% 0.15%
-2.21% -1.50% -1.00%
-1.80%
-2.00% -1.00%
-2.00% -1.00% -0.66%
STA = 100+73.07
EL = 638.74
STA = 100+87.90
EL = 638.57
STA = 102+00.00
EL = 636.33
STA = 102+30.30
EL = 636.03
STA = 102+50.00
EL = 635.67
STA = 102+76.41
EL = 635.14
STA = 102+95.54
EL = 634.95 STA = 103+00.00
EL = 634.91
STA = 103+29.04
EL = 634.72
STA = 103+37.63
EL = 634.73
STA = 103+66.06
EL = 634.10 STA = 103+71.06
EL = 634.02
STA = 103+90.74
EL = 633.38
STA = 104+00.00
EL = 633.11 LINE TABLE LINE # L53 L54 L55 L56 L57 L58 L59 L60 LENGTH 13.32 8.35 12.49 9.07 187.90 8.83 12.05 143.44 DIRECTION S19°22'30"W S10°37'24"E N79°22'36"E N48°49'19"E N79°22'30"E N10°42'29"W S10°37'30"E S79°22'30"W LINE TABLE LINE # L61 L62 L63 L64 L115 L116 L117 L118 LENGTH 14.39 54.83 12.26 13.45 13.32 21.01 24.71 24.67 DIRECTION S49°22'30"W N79°22'36"E S10°37'24"E S40°24'10"E S40°37'30"E S10°37'24"E S79°22'36"W N79°22'36"E LINE TABLE LINE # L119 L120 LENGTH 12.42 13.19 DIRECTION S10°37'24"E S19°35'50"W CURVE TABLE CURVE # C53 C54 C55 C56 C57 C58 C59 C60 LENGTH 2.62 2.62 15.71 2.67 2.67 15.72 15.71 1.57 RADIUS 5.00 5.00 10.00 5.00 5.00 10.00 10.00 3.00 DELTA 29°59'54" 29°59'54" 90°00'00" 30°33'17" 30°33'11" 90°04'59" 90°00'00" 30°00'00" CURVE TABLE CURVE # C61 C62 C63 C64 C115 C116 C117 C118 LENGTH 1.57 15.71 2.60 2.60 2.62 2.62 15.71 15.71 RADIUS 3.00 10.00 5.00 5.00 5.00 5.00 10.00 10.00 DELTA 30°00'00" 90°00'00" 29°46'46" 29°46'46" 30°00'06" 30°00'06" 90°00'00" 90°00'00" CURVE TABLE CURVE # C119 C120 LENGTH 2.64 2.64 RADIUS 5.00 5.00 DELTA 30°13'14" 30°13'14" 2019-11-11 3:21 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_C-101.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019
STA 1O4+50 MATCH LINE SEE DWG C-110 C-108 34

IMPROVEMENT PLAN & PROFILE
STANDLEY STREET STA. 100+00 - STA. 104+50 CP JS
-

BEGIN WORK STANDLEY STREET
0 10' 20' 40' IMPROVEMENT PLAN STANDLEY STREET SCALE: 1" = 20' IMPROVEMENT PROFILE STANDLEY STREET SCALE: HORIZ 1"=20', VERT 1"=4' N

N STATE ST W STANDLEY ST
N SCHOOL ST 22 C-407
5 22 C-407
5 SHEET GENERAL NOTES 1. CONTRACTOR SHALL PERFORM ALL UNDERGROUND UTILITY WORK, CONCRETE WORK, SURFACE RESTORATION WORK, AND PERFORM ALL DIGOUT AND REPAIR WORK, SUCH AS PLACING LEVELING COURSE AND SEPARATION FABRIC, PRIOR TO FINAL HOT MIX PAVING. 2. APPLY TACK COAT TO ALL ADJACENT (E) AC IMPROVEMENTS OR CONCRETE SURFACES AND AT JOINT BETWEEN (E) AND (N) IMPROVEMENTS. 3. SEE SHEET G-008 FOR TYPICAL SECTIONS. 4. SEE CURB RAMPS AND DRIVEWAYS ENLARGED PLANS FOR HORIZONTAL AND VERTICAL INFORMATION NOT SHOWN. LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM AVAILABLE RECORD MAPS, EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 OR DIAL 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. 2 1
2 1 CONCRETE CURB AND GUTTER PER CITY STD 102 ON SHEET C-501 CONSTRUCTION LEGEND BIORETENTION AREA. SEE DETAILS ON SHEET C-505 AND LANDSCAPE PLANS FOR PLANTING, IRRIGATION, AND OTHER DETAILS PLANTING AREA, SEE LANDSCAPE PLAN CONCRETE SIDEWALK PER CITY STD 101 AND CITY STD 102 ON SHEET C-501. SEE LANDSCAPE PLANS FOR SCORE MARKS AND FINISHES HMA PAVEMENT PER TYPICAL SECTIONS ON SHEETS G-006, G-007, AND G-008 (N) OVERLAY TO (E) PAVEMENT CONFORM PER DETAIL 2 ON SHEET C-503 DG TREE WELL, SEE LANDSCAPE PLAN INSTALL CURB AND GUTTER PER CITY STANDARD 102 INSTALL SIDEWALK PER CITY STANDARD 102 INSTALL DRIVEWAY APPROACH PER CITY STANDARD 102 INSTALL BIORETENTION AREA. SEE UTILITY AND LANDSCAPE PLANS INSTALL CURB RAMP PER CITY STANDARD 111 INSTALL STREET MONUMENT PER CITY STANDARD 140 TREE AND TREE WELL. SEE LANDSCAPE PLAN FOR DETAILS INSTALL SINGLE HEAD PARKING METER POST. INSTALL DOUBLE HEAD PARKING METER POST. WETSET AND INSTALL 1-1/2" DIAMETER 4" LONG PVC SLEEVE FOR FLAG POLE POST. SHEET KEYNOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 102 C-501 102 C-501 102 C-501 111 C-501 140 C-501 9 9 9 9
9 9 10 10

7+50 600 610 620 630 640 600 610 620 630 640 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 5+00 595 600 610 620 630 595 600 610 620 630 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 5+50 595 600 610 620 630 595 600 610 620 630 -60 -50 -40 -30 -20 -100 10 20 30 40 50 60 6+00 595 600 610 620 630 595 600 610 620 630 -60 -50 -40 -30 -20 -100 10 20 30 40 50 60 6+50 595 600 610 620 630 595 600 610 620 630 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 7+00 595 600 610 620 630 595 600 610 620 630 -60 -50 -40 -30 -20 -100 10 20 30 40 50 60 EG CLCROWN FG 619.19 EG CLCROWN
FG 619.88 EG CLCROWN
FG 619.75 EG CLCROWNFG 619.61 EG CLCROWN
FG 620.02 STATE STREET STATE STREET STATE STREET STATE STREET STATE STREET R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W

BUILDING FGFGFG

BUILDING

BUILDING FG

BUILDING FG EG CLCROWN
FG 620.12 FG
R/W
R/W

BUILDING
GB
FG 619.42
GB
FG 619.51
GB
FG 619.55
GB
FG 619.62
GB
FG 619.31
GB
FG 619.48
GB
FG 619.21
GB
FG 619.38
GB
FG 619.26 1.16% -4.00% -3.06% -3.68% -4.00%

15.20%1.35% -2.99% -2.69% -3.10% -0.43% 1.71% -4.00% -2.13% -3.05% -1.36% 1.26% -4.00% -2.21% -3.25% -4.00% 1.93% 1.26% -4.00% -2.42% -3.46% -4.00% 3.86% 1.80% 4.72% -4.00% -2.86% -3.68% -4.00% 18" EXISTING STORM DRAIN 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER 6" EXISTING WATER EXISTING CONCRETE SECTION EXISTING CONCRETE SECTION EXISTING CONCRETE SECTION GB
FG 619.46 DRIVEWAY CONFORM TO EG EXISTING CONCRETE SECTION EXISTING CONCRETE SECTION EXISTING CONCRETE SECTION CONFORM TO EXISTING ASPHALT 2019-11-11 3:22 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_C-301.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 C-301 35

CROSS SECTIONS
STA. 5+00-7+50 SCALE CP JS

8+00 595 600 610 620 630 595 600 610 620 630 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 8+50 595 600 610 620 630 595 600 610 620 630 -60 -50 -40 -30 -20 -100 10 20 30 40 50 60 9+00 595 600 610 620 630 595 600 610 620 630 -60 -50 -40 -30 -20 -100 10 20 30 40 50 60 9+50 595 600 610 620 630 595 600 610 620 630 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 10+00 595 600 610 620 630 595 600 610 620 630 -60 -50 -40 -30 -20 -100 10 20 30 40 50 60 10+50 595 600 610 620 630 595 600 610 620 630 -60 -50 -40 -30 -20 -100 10 20 30 40 50 60 EG CLCROWN FG 620.22 EG CLCROWNFG 620.39 EG CLCROWNFG 620.56 EG CLCROWN FG 621.31 EG CLCROWNFG 622.46 EG CLCROWNFG 622.07 STATE STREET STATE STREET STATE STREET STATE STREET STATE STREET STATE STREET R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W

R/W R/W FG

BUILDING

BUILDING FG

BUILDING FG FG

BUILDING

BUILDING FG

BUILDING FG
GB
FG 619.59
GB
FG 619.50
GB
FG 620.38
GB
FG 621.58
GB
FG 620.08
GB
FG 621.67
GB
FG 619.86
GB
FG 620.72
GB
FG 621.01
GB
FG 619.68 1.08% -4.00% -3.27% -3.83% -4.00% 1.51% 1.51% -4.00% -3.21% -4.40% -4.00% 1.50% 1.50% -4.00% -1.08% -2.91% -4.00%

13.20% 0.70% 1.69% -4.00% -1.81% -3.57% -4.00% 1.80%1.84% 1.71% -3.76% -2.41% -3.01% -4.00%

10.00% 1.48% 1.30% 1.44% 1.01% 1.84% -0.97% -4.04% -4.79% 1.73% 15" EXISTING STORM DRAIN 15" EXISTING STORM DRAIN 15" EXISTING STORM DRAIN 15" EXISTING STORM DRAIN 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER EXISTING CONCRETE SECTION EXISTING CONCRETE SECTION EXISTING CONCRETE SECTION EXISTING CONCRETE SECTION EXISTING CONCRETE SECTION EXISTING CONCRETE SECTION CONFORM TO EXISTING DRIVEWAY CONFORM TO EXISTING DRIVEWAY 2019-11-11 3:22 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_C-301.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 C-302 36

CROSS SECTIONS
STA. 8+00-10+50 CP JS

XXX XX-XX-XXXX SCALE

11+00 595 600 610 620 630 595 600 610 620 630 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 11+50 595 600 610 620 630 595 600 610 620 630 -60 -50 -40 -30 -20 -100 10 20 30 40 50 60 12+00 595 600 610 620 630 595 600 610 620 630 -60 -50 -40 -30 -20 -100 10 20 30 40 50 60 12+50 595 600 610 620 630 595 600 610 620 630 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 13+00 595 600 610 620 630 595 600 610 620 630 -60 -50 -40 -30 -20 -100 10 20 30 40 50 60 13+50 600 610 620 630 640 600 610 620 630 640 -60 -50 -40 -30 -20 -100 10 20 30 40 50 60 EG CLCROWN FG 622.85 EG CLCROWNFG 623.29 EG CLCROWNFG 623.72 EG CL EG CLCROWN FG 625.35 EG CLCROWNFG 624.80 STATE STREET STATE STREET STATE STREET STATE STREET STATE STREET STATE STREET R/W
R/W
R/W
R/W
R/W
R/W

R/W FG FG

BUILDING

BUILDING

BUILDING
R/W

BUILDING

BUILDING FG

BUILDING FG FG FG
CROWN
FG 624.25
GB
FG 623.42
GB
FG 622.93
GB
FG 622.84
GB
FG 623.18
GB
FG 623.64
GB
FG 624.14
GB
FG 622.34 1.59% 0.71% -0.05% -3.84% -3.08% -4.00% 1.01% -2.00% -2.15% -2.71% -4.00% 1.16% 1.21% -2.00% -1.82% -3.27% -4.00% 1.76% 1.19% -2.00% -0.65% -3.66% -4.00% 1.88% -1.98% -2.32% -3.00% -2.26% 1.00% 3.25% 0.03% -3.85% 1.79% 15" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER 12" STORM DRAIN 24X36" SDCB 24X36" SDCB WITH 12" STORM DRAIN EXISTING CONCRETE SECTION EXISTING CONCRETE SECTION EXISTING CONCRETE SECTION EXISTING CONCRETE SECTION EXISTING CONCRETE SECTION EXISTING CONCRETE SECTION 12" STORM DRAIN CONFORM TO EXISTING DRIVEWAY 2019-11-11 3:22 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_C-301.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 C-303 37

CROSS SECTIONS
STA. 11+00-13+50 CP JS

XXX XX-XX-XXXX SCALE

14+00 600 610 620 630 640 600 610 620 630 640 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 14+50 600 610 620 630 640 600 610 620 630 640 -60 -50 -40 -30 -20 -100 10 20 30 40 50 60 15+00 600 610 620 630 640 600 610 620 630 640 -60 -50 -40 -30 -20 -100 10 20 30 40 50 60 15+50 600 610 620 630 640 600 610 620 630 640 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 16+00 605 610 620 630 640 605 610 620 630 640 -60 -50 -40 -30 -20 -100 10 20 30 40 50 60 16+50 605 610 620 630 640 605 610 620 630 640 -60 -50 -40 -30 -20 -100 10 20 30 40 50 60 EG CLCROWN FG 626.12 EG CLCROWNFG 626.90 EG CLCROWNFG 627.67 EG CLCROWN FG 628.45 EG CLFG 630.00 EG CLFG 629.22 STATE STREET STATE STREET STATE STREET STATE STREET STATE STREET STATE STREET R/W
R/W
R/W
R/W
R/W
R/W

R/W R/W
R/W
R/W

R/W FGFGFG FG FG

BUILDING FG

BUILDING

BUILDING
GB
FG 625.84
GB
FG 626.71
GB
FG 626.64
GB
FG 627.47
GB
FG 627.23
GB
FG 628.27
CROWN
FG 629.27
GB
FG 629.37
CROWN
FG 630.14
GB
FG 625.56 2.00% -2.58% -1.74% -3.50% -4.01% 1.59% 1.00% -2.50% -1.13% -1.59% -4.00% 1.12% 1.49% -2.50% -1.24% -2.71% -4.00% 1.97% 1.35% -2.50% -1.07% -3.90% -5.08% -2.09% 1.51% -3.50% 0.28% -2.37% -0.18% 1.35% 0.72% -3.50% 0.88% -3.81% -4.00% 1.49% 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER EXISTING CONCRETE SECTION EXISTING CONCRETE SECTION EXISTING CONCRETE SECTION EXISTING CONCRETE SECTION EXISTING CONCRETE SECTION EXISTING CONCRETE SECTION CONFORM TO EXISTING DRIVEWAY 2019-11-11 3:22 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_C-301.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 C-304 38

CROSS SECTIONS
STA. 14+00-16+50 CP JS

XXX XX-XX-XXXX SCALE

17+00 605 610 620 630 640 605 610 620 630 640 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 17+50 605 610 620 630 640 605 610 620 630 640 -60 -50 -40 -30 -20 -100 10 20 30 40 50 60 18+00 605 610 620 630 640 605 610 620 630 640 -60 -50 -40 -30 -20 -100 10 20 30 40 50 60 18+50 605 610 620 630 640 605 610 620 630 640 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 19+00 610 620 630 640 650 610 620 630 640 650 -60 -50 -40 -30 -20 -100 10 20 30 40 50 60 19+50 610 620 630 640 650 610 620 630 640 650 -60 -50 -40 -30 -20 -100 10 20 30 40 50 60 EG CLFG 630.66 EG CLFG 631.22 EG CLFG 631.89 EG CLFG 632.67 EG CLFG 633.53 EG CLFG 633.09 STATE STREET STATE STREET STATE STREET STATE STREET STATE STREET STATE STREET R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W FG

BUILDING

BUILDING FG

BUILDING

BUILDING FG

BUILDING FG

BUILDING FG

BUILDING FG

BUILDING
CROWN
FG 630.93
CROWN
FG 631.63
CROWN
FG 633.06
CROWN
FG 633.50
CROWN
FG 633.75
GB
FG 630.05
GB
FG 632.06
GB
FG 630.66
GB
FG 632.61
GB
FG 633.07 1.31% -4.56% 1.61% -3.68% -4.00% 1.77% 1.91% -3.50% 2.43% -3.42% -4.02% 1.57% 1.96% 0.70% -1.16% 1.09% -0.25% -2.16% 0.39% 1.22% -3.00% 2.33% -3.68% -4.00% 1.10% 1.57% -3.00% 2.49% -2.91% -4.00% 1.87% 1.26% -3.00% 1.34% -2.78% -4.00% 1.00% 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER 10" EXISTING SANITARY SEWER EXISTING CONCRETE SECTION EXISTING CONCRETE SECTION EXISTING CONCRETE SECTION EXISTING CONCRETE SECTION EXISTING CONCRETE SECTION EXISTING CONCRETE SECTION 2019-11-11 3:22 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_C-301.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 C-305 39

CROSS SECTIONS
STA. 17+00-19+50 CP JS

XXX XX-XX-XXXX SCALE

20+00 610 620 630 640 650 610 620 630 640 650 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 20+50 610 620 630 640 650 610 620 630 640 650 -60 -50 -40 -30 -20 -100 10 20 30 40 50 60 21+00 610 620 630 640 650 610 620 630 640 650 -60 -50 -40 -30 -20 -100 10 20 30 40 50 60 21+50 610 620 630 640 650 610 620 630 640 650 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 22+00 610 620 630 640 650 610 620 630 640 650 -60 -50 -40 -30 -20 -100 10 20 30 40 50 60 22+50 610 620 630 640 650 610 620 630 640 650 -60 -50 -40 -30 -20 -100 10 20 30 40 50 60 EG CLCROWN FG 633.97 EG CLFG 634.10 EG CLCROWNFG 634.32 EG CLCROWN FG 634.55 EG CLCROWNFG 634.72 EG CLCROWNFG 634.63 STATE STREET STATE STREET STATE STREET STATE STREET STATE STREET STATE STREET R/W

R/W R/W
R/W
R/W
R/W
R/W
R/W

BUILDING FG

R/W FG FG

BUILDING FG

BUILDING FG

BUILDING FG
GB
FG 633.98
GB
FG 634.23
GB
FG 633.89
GB
FG 634.53
GB
FG 634.36
GB
FG 633.73 1.72% 0.97% 0.17% -3.90% 1.38% 1.85% 1.00% 3.73% -1.59% -2.16% -1.83% -1.91% 1.89% 1.73% -2.00% -2.11% -3.63% -4.00% -1.04% 1.86% 1.18% -2.00% -1.96% -3.98% -4.00% 1.00% 1.12% 1.17% -2.00% -0.65% -2.32% -3.60% -3.18% 1.11% 2.00% 1.00% 1.00% 0.75% 0.67% -4.26% -2.20% -1.74% 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER 6" EXISTING WATER 12" STORM DRAIN EXISTING CONCRETE SECTION EXISTING CONCRETE SECTION EXISTING CONCRETE SECTION EXISTING CONCRETE SECTION EXISTING CONCRETE SECTION EXISTING CONCRETE SECTION 2019-11-11 3:22 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_C-301.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 C-306 40

CROSS SECTIONS
STA. 20+00-22+50 CP JS

XXX XX-XX-XXXX SCALE

23+00 610 620 630 640 650 610 620 630 640 650 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 23+50 610 620 630 640 650 610 620 630 640 650 -60 -50 -40 -30 -20 -100 10 20 30 40 50 60 24+00 610 620 630 640 650 610 620 630 640 650 -60 -50 -40 -30 -20 -100 10 20 30 40 50 60 24+50 610 620 630 640 650 610 620 630 640 650 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 25+00 610 620 630 640 650 610 620 630 640 650 -60 -50 -40 -30 -20 -100 10 20 30 40 50 60 25+50 610 620 630 640 650 610 620 630 640 650 -60 -50 -40 -30 -20 -100 10 20 30 40 50 60 EG CLFG 634.78 EG CLFG 634.89 EG CLFG 634.99 EG CLCROWN FG 635.10 EG CLFG 633.55 EG CLCROWNFG 634.80 STATE STREET STATE STREET STATE STREET STATE STREET STATE STREET STATE STREET R/W
R/W
R/W
R/W
R/W
R/W
R/W

R/W R/W FG

BUILDING

BUILDING FG FG

BUILDING

BUILDING

BUILDING

BUILDING FG

BUILDING

BUILDING FG

BUILDING FG

BUILDING
CROWN
FG 635.25
CROWN
FG 635.05
GB
FG 634.52
GB
FG 634.82
CROWN
FG 633.76
GB
FG 633.03
GB
FG 634.27
GB
FG 634.18 1.34% 1.93% 2.57% -4.43% 1.14% 1.69% 1.57% -2.00% 2.17% -4.30% -4.00% 1.97% 1.00% -2.00% 0.36% -4.39% -4.00% 1.02% 1.25% -2.00% -1.70% -3.50% -3.97% -4.13% 1.00% 2.03% -1.28% -4.53% -3.64% 1.48% -2.24% 1.30% -3.36% -3.46% 1.31% 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER 6" EXISTING WATER EXISTING CONCRETE SECTION EXISTING CONCRETE SECTION EXISTING CONCRETE SECTION EXISTING CONCRETE SECTION EXISTING CONCRETE SECTION 2019-11-11 3:22 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_C-301.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 C-307 41

CROSS SECTIONS
STA. 23+00-25+50 CP JS

XXX XX-XX-XXXX SCALE

26+00 610 620 630 640 650 610 620 630 640 650 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 26+50 605 610 620 630 640 605 610 620 630 640 -60 -50 -40 -30 -20 -100 10 20 30 40 50 60 27+00 600 610 620 630 640 600 610 620 630 640 -60 -50 -40 -30 -20 -100 10 20 30 40 50 60 27+50 600 610 620 630 640 600 610 620 630 640 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 EG CLFG 631.87 EG CLCROWN
FG 629.94 EG CLCROWNFG 628.00 EG CLCROWN
FG 626.78 STATE STREET STATE STREET STATE STREET STATE STREET R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W

BUILDING FG

BUILDING FG

BUILDING

BUILDING FG

BUILDING FG
GB
CROWN
FG 632.01
FG 631.65
GB
FG 629.60
GB
FG 629.48 1.96% -1.99% 0.83% 0.83% -1.34% -4.00% 1.38% 1.87% -2.00% -2.06% -2.81% -4.00% 1.00% 1.18% 3.82% -3.35% -1.21% 2.49% 1.31% 1.50% -1.06% -2.11% -0.82% 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER 6" EXISTING WATER 2019-11-11 3:22 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_C-301.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 C-308 42

CROSS SECTIONS
STA. 26+00-27+50 CP JS

XXX XX-XX-XXXX SCALE

50+50 610 620 630 640 650 610 620 630 640 650 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 51+00 610 620 630 640 650 610 620 630 640 650 -60 -50 -40 -30 -20 -100 10 20 30 40 50 60 51+50 610 620 630 640 650 610 620 630 640 650 -60 -50 -40 -30 -20 -100 10 20 30 40 50 60 52+00 610 620 630 640 650 610 620 630 640 650 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 EG CLCROWN
FG 636.47 EG CLCROWNFG 635.51 EG CLCROWN
FG 634.59 EG CLCROWN
FG 635.10 PERKINS STREET PERKINS STREET PERKINS STREET PERKINS STREET

R/W R/W R/W
R/W
R/W

R/W R/W
R/W FG

BUILDING FG

BUILDING

BUILDING BUILDING FG

BUILDING
BUILDING 1.07% 1.52% -1.44% 1.92% 1.08% 0.02% -4.08% 1.23% 0.39% -3.56% 0.90% 1.40% -1.19% -3.75% 1.32% 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER FG 2019-11-11 3:22 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_C-301.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 C-309 43

CROSS SECTIONS
PERKINS ST STA. 50+50-52+00 CP JS

XXX XX-XX-XXXX SCALE

101+00 615 620 630 640 650 615 620 630 640 650 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 101+50 615 620 630 640 650 615 620 630 640 650 -60 -50 -40 -30 -20 -100 10 20 30 40 50 60 102+00 610 620 630 640 650 610 620 630 640 650 -60 -50 -40 -30 -20 -100 10 20 30 40 50 60 102+50 610 620 630 640 650 610 620 630 640 650 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 EG CLCROWN
FG 636.33 EG CLCROWNFG 637.33 CLCROWNFG 638.33 EG EG CLCROWN FG 635.67 STANDLEY STREET STANDLEY STREET STANDLEY STREET STANDLEY STREET R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W

BUILDING FG

BUILDING

BUILDING FG

BUILDING FG
BUILDING FG 1.64% -2.80% -2.35% 1.44% 1.79% -3.63% -2.99% 1.61% 1.36% -3.64% -3.63% 1.78% 1.51% -1.13% -3.90% 1.27% 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 10" EXISTING SANITARY SEWER 2019-11-11 3:23 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_C-301.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 C-310 44

CROSS SECTIONS
STANDLEY ST STA 101+00 - STA 102+50 CP JS

XXX XX-XX-XXXX SCALE

S5+00 R/W
R/WSTA 4+93.86 OFF 37.10'L TC 618.95 CONFORM STA 4+95.78 OFF 28.10'L TC 619.00 FL 618.50 STA 4+99.67 OFF 38.27'L BSW 619.10 CONFORM STA 5+02.46 OFF 34.50'L BSW 619.14 CONFORM STA 5+00.14 OFF 35.93'L BSW 619.16 CONFORM STA 5+02.29 OFF 27.99'L FG 619.03STA 5+06.17 OFF 24.84'L FG 619.03 STA 5+07.64 OFF 18.50'L TC 618.95 FL 618.56 STA 5+01.77 OFF 19.40'L FL 618.51 STA 5+55.61 OFF 26.50'L FL 618.79 STA 5+52.61 OFF 26.50'L TC 619.28 FL 618.78 STA 5+76.61 OFF 26.50'L FL 618.84 STA 5+79.61 OFF 26.50'L TC 619.35 FL 618.85 STA 5+55.61 OFF 34.50'L BSW 619.25 STA 5+76.61 OFF 34.50'L BSW 619.29 STA 5+76.61 OFF 30.50'L FG 619.24 STA 5+55.61 OFF 30.50'L FG 619.19

0.2%

7.4%

8.3%

2.0%

7.6%

1.4% 0.3% 0.3%

0.2% 16.4% 16.8%

2.0%

2.5% STA 4+91.80 OFF 37.18'L LG 618.54 CONFORM STA 5+55.61 OFF 36.00'L FG 619.47 CONFORM STA 5+76.61 OFF 36.00'L FG 619.45 CONFORM 4'

10.0%
5'
6 6 21' STA 5+09.36 OFF 27.00'L FG 619.19 STA 5+09.35 OFF 19.00'L FG 618.99 STA 5+41.47 OFF 27.00'L FG 619.25

MATCH TO
(E) S/W
7' STA 4+97.88 OFF 22.55'L FL 618.50 7+00 8+00 STA 6+84.28 OFF 26.50'L TC 619.54 FL 619.04 STA 6+87.28 OFF 26.50'L FL 619.05 STA 7+23.76 OFF 26.50'L FL 619.09 STA 7+03.28 OFF 26.50'L TC 619.07 FL 619.07STA 7+06.02 OFF 26.50'L TC 619.57 FL 619.07 STA 7+26.76 OFF 26.50'L TC 619.60 FL 619.10 STA 7+08.76 OFF 26.50'L FL 619.07 STA 7+92.51 OFF 26.50'L TC 619.68 FL 619.18 STA 7+86.51 OFF 26.50'L FL 619.23 STA 7+71.01 OFF 26.50'L FL 619.20 STA 7+65.01 OFF 26.50'L TC 619.65 FL 619.15 STA 7+86.34 OFF 36.00'L FG 619.48 CONFORM STA 7+70.88 OFF 36.00'L FG 619.39 CONFORM STA 7+23.68 OFF 36.00'L FG 619.68 CONFORM STA 7+08.68 OFF 36.00'L FG 619.66 CONFORM STA 7+03.52 OFF 36.00'L FG 619.62 CONFORM STA 6+86.84 OFF 36.00'L FG 619.66 CONFORM STA 6+87.28 OFF 30.50'L FG 619.45 STA 7+03.28 OFF 30.50'L FG 619.47 STA 7+08.76 OFF 30.50'L FG 619.47 STA 7+23.76 OFF 30.50'L FG 619.49

10.0% 1.6% 0.1% 0.1%

10.0% 1.5% 0.1% 0.1%

1.5% 0.2% 0.2% 16.6% 18.2%17.9% 16.8% 7.5% 7.5% STA 7+92.51 OFF 34.50'L BSW 619.77 CONFORM STA 7+65.01 OFF 34.50'L BSW 619.74 CONFORM

1.2% STA 6+87.28 OFF 34.50'L BSW 619.51 STA 7+03.28 OFF 34.50'L BSW 619.53 STA 7+08.76 OFF 34.50'L BSW 619.53 STA 7+23.76 OFF 34.50'L BSW 619.55 STA 7+71.01 OFF 34.50'L BSW 619.32 STA 7+86.46 OFF 34.50'L BSW 619.35 4'
4'
4'

1.5% 16' 15' 15.5' 5+00 R/W
R/W STA 5+12.69 OFF 22.83'R FG 618.92 STA 5+09.04 OFF 26.25'R FG 618.86 STA 5+07.91 OFF 17.72'R FL 618.40 STA 5+04.26 OFF 21.14'R FL 618.34 STA 5+02.65 OFF 26.92'R TC 618.76 FL 618.26 STA 5+13.79 OFF 16.50'R TC 618.98 FL 618.48 STA 5+29.01 OFF 16.54'R FL 618.53 STA 5+47.01 OFF 16.58'R FL 618.59 STA 5+49.89 OFF 16.73'R TC 619.09 FL 618.59 STA 5+26.03 OFF 16.53'R TC 619.02 FL 618.52 STA 5+29.01 OFF 34.50'R BSW 619.06 CONFORM STA 5+47.01 OFF 34.50'R BSW 619.22 CONFORM STA 5+29.03 OFF 20.54'R FG 618.91 STA 5+47.03 OFF 20.54'R FG 618.97

7.4%

9.7%

7.0%

1.3%

1.3% 0.3%

9.6%

1.1%

1.5% 16.5% 17.5% STA 5+07.74 OFF 34.50'R BSW 619.02 CONFORM

1.0% 1.9%
5'
6'
6' 7'
4' 0.3% 18' STA 5+00.17 OFF 34.37'R LG 618.57 CONFORM MATCH TO (E) S/W STA 5+12.73 OFF 16.50'R TC 618.89 FL 618.47 6+00 7+00 STA 6+12.60 OFF 34.50'R BSW 619.33 CONFORM STA 6+40.52 OFF 34.50'R BSW 619.50 CONFORM STA 6+12.60 OFF 30.50'R FG 619.29 STA 6+40.52 OFF 30.50'R FG 619.43 STA 6+09.60 OFF 26.50'R TC 619.25 FL 618.75 STA 6+12.60 OFF 26.50'R FL 618.75 STA 6+40.52 OFF 26.50'R FL 618.81 STA 6+43.52 OFF 26.50'R TC 619.31 FL 618.81 STA 7+00.96 OFF 34.50'R BSW 619.57 CONFORM STA 7+00.96 OFF 30.50'R FG 619.50 STA 6+97.96 OFF 26.50'R TC 619.42 FL 618.92 STA 7+00.96 OFF 26.50'R FL 618.93 STA 7+40.62 OFF 34.50'R BSW 619.65 CONFORM STA 7+40.62 OFF 30.50'R FG 619.58 STA 7+37.62 OFF 26.50'R TC 619.50 FL 619.00 STA 7+40.62 OFF 26.50'R FL 619.01 STA 7+08.81 OFF 26.50'R FL 618.94 STA 7+11.81 OFF 26.50'R TC 619.45 FL 618.95 STA 7+08.81 OFF 34.50'R BSW 619.60 CONFORM STA 7+08.84 OFF 30.50'R FG 619.52 STA 7+50.62 OFF 26.50'R FL 619.03 STA 7+53.62 OFF 26.50'R TC 619.53 FL 619.03 STA 7+50.62 OFF 34.50'R BSW 619.69 CONFORM STA 7+50.62 OFF 30.50'R FG 619.64 0.2%

13.5% 1.0%0.5% 0.3%

14.3% 1.8%0.3% 0.2%

14.2% 1.8%0.6% 16.7% 15.3% 16.5% 17.9% 16.3% 16.8%

15.5%

14.4%

15.2%

1.8%

2.0%

1.3%
4' 7.85' 10'
4'
4' 27.92' C-401 45

CURB RAMPS AND DRIVEWAYS
ENLARGED PLANS - 1 EM JS S. STATE STREET
STREET W. MILL S. STATE STREET
E. MILL
STREET S. STATE STREET S. STATE STREET
N SHEET GENERAL NOTES 1. SEE IMPROVEMENT PLAN FOR CONSTRUCTION LEGEND. 2. SEE SHEETS C101-C108 FOR LINE AND CURVE TABLE. 3. DRIVEWAYS SHALL BE CONSTRUCTED PER CALTRANS STANDARD A87A. 4. ALL CURB RAMPS SHALL BE CONSTRUCTED PER CALTRANS STANDARD A88A AND A88B. 1 NW CORNER OF STATE STREET AND W. MILL STREET SCALE: 1" = 10'-0" 2 WEST SIDE OF STATE STREET AND NORTH OF W. MILL STREET SCALE: 1" = 10'-0" 3 NE CORNER OF STATE STREET AND E. MILL STREET SCALE: 1" = 10'-0" 4 EAST SIDE OF STATE STREET AND NORTH OF E. MILL STREET SCALE: 1" = 10'-0" N
N
N
2019-11-11 3:23 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_C-401.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019
0 10' 20'
0 10' 20' 0 10' 20'
0 10' 20' SHEET KEYNOTES 1. INSTALL (N) CASE A CURB RAMP PER CALTRANS DETAIL A88A. 2. INSTALL (N) CASE F CURB RAMP PER CALTRANS DETAIL A88A. 3. INSTALL (N) CASE G CURB RAMP PER CALTRANS DETAIL A88A. 4. INSTALL (N) CASE C CURB RAMP PER CALTRANS DETAIL A88B. 5. INSTALL (N) DRIVEWAY PER CALTRANS DETAIL A87A. 1 5 5
5 5
1 5
5 5
5

D 9+00 STA 9+24.73 OFF 26.50'L FL 620.18 STA 9+04.67 OFF 26.50'L FL 620.00 STA 9+01.67 OFF 26.50'L TC 620.42 FL 619.92 STA 9+27.73 OFF 26.50'L TC 620.71 FL 620.21 STA 9+04.59 OFF 34.50'L BSW 620.46 CONFORM STA 9+24.73 OFF 34.50'L BSW 620.63 CONFORM STA 9+04.67 OFF 30.50'L FG 620.40 STA 9+24.73 OFF 30.50'L FG 620.57 10% 1.5% 0.9% 0.9% 14.0%
4' 17.7% 20.07'
S 10+00 11+00

R/W R/W
R/W R/W STA 10+19.85 OFF 55.38'L TC 621.94 CONFORM STA 10+12.93 OFF 54.71'L BSW 622.16 CONFORM STA 10+09.77 OFF 34.50'L BSW 622.03 CONFORM STA 10+21.22 OFF 33.50'L FG 621.94 STA 10+21.22 OFF 27.51'L FG 621.92 STA 10+28.17 OFF 27.50'L TC 621.90 FL 621.40 STA 10+28.22 OFF 39.50'L TC 621.95 FL 621.45 STA 10+94.55 OFF 68.83'L TC 622.96 CONFORM STA 10+89.40 OFF 33.50'L FL 622.02 STA 10+89.45 OFF 27.50'L TC 622.49 FL 621.99 STA 10+89.40 OFF 39.50'L TC 622.56 FL 622.06 STA 10+96.40 OFF 33.50'L FG 622.55 STA 11+05.39 OFF 36.56'L BSW 622.68 CONFORM STA 11+72.72 OFF 39.23'L BSW 623.45 CONFORM STA 11+75.72 OFF 26.50'L TC 623.44 FL 622.94 STA 11+49.72 OFF 26.50'L TC 623.10 FL 622.60 STA 11+72.72 OFF 26.50'L FL 622.92 STA 11+52.72 OFF 26.50'L FL 622.67 STA 10+96.40 OFF 27.50'L TC 622.52 FG 622.52 7.4% STA 10+44.33 OFF 27.00'L TC 622.79 FL 622.29 STA 10+54.81 OFF 18.50'L TC 622.77 FL 622.27 STA 10+44.22 OFF 35.00'L TC 622.87 FL 622.37 STA 10+73.29 OFF 27.00'L TC 623.02 FL 622.52 STA 10+73.40 OFF 35.00'L TC 623.10 FL 622.60 STA 10+62.81 OFF 18.50'L TC 622.89 FL 622.39

8.8%

0.5%STA 10+28.22 OFF 33.50'L FL 621.42 STA 11+52.72 OFF 30.50'L FG 623.07 2.0% 2.0%

1.0%

1.0% 1.5%

2.8% 7.5% 1.2%

10.0%

1.5% STA 11+72.72 OFF 30.50'L FG 623.32 1.0%

0.5%

9.0%

0.3% 14.2% 17.3%

0.5%0.5% STA 10+09.77 OFF 41.92'L BSW 621.96 CONFORM 3.1%0.5%

1.2%

1.5%

1.0% 1.5%

2.6%

1.0%

1.4%

1.8% STA 11+52.72 OFF 38.75'L BSW 623.20 CONFORM STA 10+92.55 OFF 68.65'L LG 622.38 CONFORM STA 11+02.39 OFF 69.57'L BSW 623.16 CONFORM STA 10+21.85 OFF 55.57'L LG 621.71 CONFORM STA 10+13.80 OFF 45.19'L BSW 622.11 CONFORM STA 9+98.71 OFF 27.00'L FG 621.71 6'
6' 7
8' 7' 7' 8' 8'6.5'
6'
6'7'

0.4% 1.3%
4' STA 11+36.61 OFF 27.01'L FG 622.78 20'

MATCH TO
(E) S/W

MATCH TO
(E) S/W STA 10+51.24 OFF 35.00'L FG 622.51 STA 10+51.24 OFF 27.00'L FG 622.43 STA 10+54.81 OFF 25.50'L FG 622.45 STA 10+62.81 OFF 25.50'L FG 622.57 STA 10+66.40 OFF 27.00'L FG 622.66 STA 10+66.40 OFF 35.00'L FG 622.74 9+00 STA 8+67.57 OFF 26.50'R TC 619.70 FL 619.20 STA 8+70.57 OFF 26.50'R FL 619.21 STA 9+12.82 OFF 26.50'R FL 619.77 STA 9+15.82 OFF 26.50'R TC 620.31 FL 619.81 STA 8+70.57 OFF 30.50'R FG 619.75 STA 9+12.82 OFF 30.50'R FG 620.34 STA 8+70.57 OFF 34.50'R BSW 619.78 CONFORM STA 9+12.82 OFF 34.50'R BSW 620.41 CONFORM STA 8+88.64 OFF 26.50'R FL 619.53 STA 8+91.64 OFF 26.50'R TC 620.03 FL 619.53 STA 8+88.64 OFF 30.50'R FG 620.10 STA 8+88.64 OFF 34.50'R BSW 620.18 CONFORM STA 8+94.47 OFF 26.50'R TC 620.04 FL 619.54 STA 8+97.47 OFF 26.50'R FL 619.56 STA 8+97.47 OFF 30.50'R FG 620.09 STA 8+97.47 OFF 34.50'R BSW 620.12 CONFORM 1.8%

14.4%

0.9%2.0% 1.4%

14.2% 1.9%1.6% 16.4% 16.6% 16.2% 18.2%

1.9%

13.4%

0.8%13.2% 18' 15.35'
4'
4'
S 10+00 11+00 STA 10+93.71 OFF 34.50'R BSW 622.24 CONFORM STA 11+07.88 OFF 34.50'R BSW 622.42 CONFORM STA 10+90.71 OFF 26.50'R TC 622.27 FL 621.77 STA 10+93.71 OFF 26.50'R FL 621.78 STA 11+07.71 OFF 26.50'R FL 621.95 STA 11+10.71 OFF 26.50'R TC 622.47 FL 621.97STA 11+07.71 OFF 30.50'R FG 622.34 STA 10+93.71 OFF 30.50'R FG 622.18 STA 10+62.81 OFF 18.50'R TC 622.32 FL 621.82 STA 10+62.82 OFF 35.00'R BSW 621.92 CONFORM STA 10+62.81 OFF 25.50'R FG 621.89 STA 10+54.81 OFF 18.50'R TC 622.20 FL 621.70 STA 10+54.81 OFF 25.50'R FG 621.77 STA 10+54.81 OFF 35.10'R BSW 621.88 CONFORM STA 9+97.60 OFF 26.50'R TC 621.54 FL 621.04 STA 10+00.60 OFF 26.50'R FL 621.10 STA 10+16.60 OFF 26.50'R FL 621.12 STA 10+19.60 OFF 26.50'R TC 621.64 FL 621.14 STA 10+00.60 OFF 30.50'R FG 621.50 STA 10+16.60 OFF 30.50'R FG 621.50 STA 10+00.60 OFF 35.36'R BSW 621.57 CONFORM STA 10+16.61 OFF 35.25'R BSW 621.57 CONFORM 0.1%

10.0% 1.5%0.0%

1.0% 1.5% 1.5% 1.2%

10.0% 1.5%1.1% 14.8% 17.6% 15.3% 17.5%

1.1%

0.4%

0.7% 14' 16'
4' 8'
7'
4' C-402 46

CURB RAMPS AND DRIVEWAYS
ENLARGED PLANS - 2 EM JS S. STATE STREET S. STATE STREET S. STATE STREET S. STATE STREET N
5 WEST SIDE OF STATE STREET AND SOUTH OF SEMINARY AVE SCALE: 1" = 10'-0" 6 SW AND NW CORNERS OF STATE STREET AND SEMINARY AVENUE SCALE: 1" = 10'-0" 7 EAST SIDE OF STATE STREET AND SOUTH OF SEMINARY AVENUE SCALE: 1" = 10'-0" 8 EAST SIDE OF STATE STREET AND SEMINARY AVENUE SCALE: 1" = 10'-0" N
N

SEMINARY
AVENUE
N
2019-11-11 3:24 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_C-401.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019
0 10' 20'
0 10' 20' 0 10' 20'
0 10' 20' SHEET GENERAL NOTES 1. SEE IMPROVEMENT PLAN FOR CONSTRUCTION LEGEND. 2. SEE SHEETS C101-C108 FOR LINE AND CURVE TABLE. 3. DRIVEWAYS SHALL BE CONSTRUCTED PER CALTRANS STANDARD A87A. 4. ALL CURB RAMPS SHALL BE CONSTRUCTED PER CALTRANS STANDARD A88A AND A88B. SHEET KEYNOTES 1. INSTALL (N) CASE A CURB RAMP PER CALTRANS DETAIL A88A. 2. INSTALL (N) CASE F CURB RAMP PER CALTRANS DETAIL A88A. 3. INSTALL (N) CASE G CURB RAMP PER CALTRANS DETAIL A88A. 4. INSTALL (N) CASE C CURB RAMP PER CALTRANS DETAIL A88A. 5. INSTALL (N) DRIVEWAY PER CALTRANS DETAIL A87A. 5 5 5 5
5 3 5
3 2
2 2

12+00 R/W STA 12+09.78 OFF 26.50'R TC 623.43 FL 622.93STA 12+12.78 OFF 26.50'R FL 623.00 STA 12+23.38 OFF 26.50'R FL 623.10STA 12+26.38 OFF 26.50'R TC 623.60 FL 623.10 STA 12+12.78 OFF 30.50'R FG 623.40 STA 12+23.38 OFF 30.50'R FG 623.50 STA 12+12.78 OFF 34.50'R BSW 623.46 CONFORM STA 12+23.38 OFF 34.50'R BSW 623.56 CONFORM 0.9%

1.6%0.9%

10.0%14.3% 16.9%

1.8%

1.7% 10.61' 4' STA 12+54.44 OFF 27.00'R FG 623.71
D
S 13+00 14+00 R/W

R/W R/W
R/W STA 13+00.41 OFF 47.51'L TC 624.82 STA 12+95.54 CONFORM OFF 47.37'L BSW 624.89 CONFORM STA 12+95.73 OFF 40.70'L BSW 624.92 CONFORMSTA 12+96.32 OFF 36.50'L FG 624.79 STA 12+95.85 OFF 31.52'L FG 624.78 STA 12+92.02 OFF 22.93'L FG 624.62 STA 12+85.47 OFF 23.55'L FG 624.61 STA 12+84.81 OFF 16.58'L TC 624.73 FL 624.23 STA 12+91.36 OFF 15.96'L FL 624.24 STA 13+02.46 OFF 41.78'L TC 624.81 FL 624.31 STA 13+03.29 OFF 35.84'L FL 624.29 STA 13+02.82 OFF 30.86'L FL 624.28 STA 13+02.25 OFF 24.89'L TC 624.77 FL 624.27 STA 12+97.23 OFF 17.21'L TC 624.75 FL 624.25 STA 13+35.64 OFF 45.91'L BSW 625.52 CONFORM STA 13+35.57 OFF 39.09'L BSW 625.49 CONFORM STA 13+80.20 OFF 38.97'L BSW 625.99 STA 13+55.03 OFF 26.00'L FG 625.43 STA 13+48.03 OFF 26.00'L FG 625.43 STA 13+34.65 OFF 28.50'L FG 625.45 STA 13+34.65 OFF 33.50'L FG 625.38 STA 13+27.73 OFF 39.50'L TC 625.41 FL 624.91 STA 13+29.45 OFF 22.78'L TC 625.64 FL 625.14 STA 13+42.03 OFF 18.50'L TC 625.70 FL 625.20 STA 13+27.65 OFF 33.50'L FL 625.03 STA 13+48.03 OFF 19.00'L FL 625.20STA 13+55.03 OFF 19.00'L TC 625.71 FL 625.21

0.2%

0.2% 5.1% 0.7%

6.3% 8.6%

1.5%

3.0%

1.4% 8.3% 0.0%

8.6%

5.8%

7.1%

8.7%

0.2%

8.2%

0.2% 1.4% 4.8%

1.5% 1.3% STA 13+55.53 OFF 30.31'L FG 625.54 STA 13+30.65 OFF 45.95'L TC 625.28 CONFORM STA 13+28.65 OFF 45.97'L LG 624.95 CONFORM STA 13+02.41 OFF 47.40'L LG 624.49 CONFORM STA 12+65.27 OFF 29.99'L FG 624.58 STA 12+62.43 OFF 27.00'L FG 624.55 STA 12+84.99 OFF 26.46'L FG 624.64 0.1%

6.58'
6'

6.5'
6'
5'
6'
6'
5'
6' 6' 7' 7.5' STA 13+80.19 OFF 27.02'L FG 625.77 STA 13+80.19 OFF 32.01'L FG 625.86 MATCH TO (E) S/W MATCH TO (E) S/W 7' 7'

1.5% STA 13+27.65 OFF 28.50'L FL 625.12
S 13+00 14+00
R/W R/W STA 12+81.96 OFF 20.32'R TC 624.32 FL 623.82 STA 12+87.86 OFF 20.88'R FL 623.90STA 12+93.83 OFF 21.44'R TC 624.44 FL 623.94 STA 12+81.30 OFF 27.28'R FG 624.03 STA 12+87.20 OFF 27.84'R FG 624.11 STA 13+04.67 OFF 33.18'R FG 624.21 STA 13+02.44 OFF 28.70'R FG 624.26 STA 12+96.75 OFF 37.79'R BSW 624.34 CONFORM STA 13+00.95 OFF 44.03'R BSW 624.23 CONFORM STA 13+04.88 OFF 22.90'R TC 624.62 FL 624.12 STA 13+10.84 OFF 34.72'R TC 624.62 FL 624.12 STA 13+08.68 OFF 25.59'R FL 624.19 STA 13+10.94 OFF 30.05'R FL 624.14 STA 13+47.32 OFF 45.18'R BSW 624.71 CONFORM STA 13+62.03 OFF 39.50'R BSW 625.07 CONFORM STA 13+80.03 OFF 39.50'R BSW 625.41 CONFORM STA 13+43.69 OFF 30.59'R FG 624.70 STA 13+48.03 OFF 25.50'R FG 624.73 STA 13+53.03 OFF 25.50'R FG 624.80 STA 13+43.82 OFF 25.59'R FG 624.74 STA 13+37.21 OFF 25.32'R FL 624.25 STA 13+36.70 OFF 30.29'R FL 624.17STA 13+38.84 OFF 35.90'R TC 624.49 FL 623.99 STA 13+40.80 OFF 20.42'R TC 624.80 FL 624.30 STA 13+42.13 OFF 19.60'R TC 624.87 FL 624.37 STA 13+48.03 OFF 19.00'R FL 624.53STA 13+53.03 OFF 19.00'R FL 624.61 STA 13+59.03 OFF 18.50'R TC 625.13 FL 624.63 STA 13+62.03 OFF 18.53'R FL 624.66 STA 13+80.03 OFF 18.53'R FL 624.85STA 13+83.59 OFF 18.54'R TC 625.38 FL 624.88 R/W
R/W STA 13+80.03 OFF 22.53'R FG 625.07 STA 13+62.03 OFF 22.53'R FG 624.88 STA 12+26.38

1.3%

9.0%

1.3%

3.0%

1.0%

1.0%

9.0%

10.2%

1.0% 1.0%

5.5%

2.0% 1.0% 1.5%

3.0% 1.4%

5.6% 9.0% 7.5%

1.8%

1.6%

5.4%

9.1%

1.7%

1.5%

1.5%

1.5%

1.8% STA 13+06.36 OFF 44.17'R TC 624.57 CONFORM STA 13+08.36 OFF 44.21'R LG 624.23 CONFORM STA 13+40.35 OFF 45.15'R LG 623.83 CONFORM STA 13+42.46 OFF 45.16'R TC 624.19 CONFORM 1.9%

1.4% 11.1% STA 12+54.44 OFF 27.00'R FG 623.71 STA 12+80.66 OFF 28.73'R FG 624.05

5.92'
6'

4.65 5.00

4.67 5.92'

5.01'

6.02' 7.01'
6' 5' 6'
7'

6.98' 15.5% 15.1% 18' 4.03' STA 13+47.34 OFF 39.50'R BSW 624.94 CONFORM MATCH TO (E) S/W

MATCH TO
(E) S/W
2019-11-11 3:24 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_C-401.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 C-403 47

CURB RAMPS AND DRIVEWAYS
ENLARGED PLANS - 3 EM JS
9 SW AND NW CORNERS OF STATE STREET AND W. CLAY STREET SCALE: 1" = 10'-0" 10 EAST SIDE OF STATE STREET AND SOUTH OF E. CLAY STREET SCALE: 1" = 10'-0" 11 SE AND NE CORNERS OF STATE STREET AND E. CLAY STREET SCALE: 1" = 10'-0" STREET
W. CLAY S. STATE STREET S. STATE STREET
STREET
E. CLAY S. STATE STREET
N
N
N
0 10' 20'
0 10' 20' 0 10' 20' SHEET GENERAL NOTES 1. SEE IMPROVEMENT PLAN FOR CONSTRUCTION LEGEND. 2. SEE SHEETS C101-C108 FOR LINE AND CURVE TABLE. 3. DRIVEWAYS SHALL BE CONSTRUCTED PER CALTRANS STANDARD A87A. 4. ALL CURB RAMPS SHALL BE CONSTRUCTED PER CALTRANS STANDARD A88A AND A88B. SHEET KEYNOTES 1. INSTALL (N) CASE A CURB RAMP PER CALTRANS DETAIL A88A. 2. INSTALL (N) CASE F CURB RAMP PER CALTRANS DETAIL A88A. 3. INSTALL (N) CASE G CURB RAMP PER CALTRANS DETAIL A88A. 4. INSTALL (N) CASE C CURB RAMP PER CALTRANS DETAIL A88A. 5. INSTALL (N) DRIVEWAY PER CALTRANS DETAIL A87A. 3 3 3
1 1
1 1
1 5
5

15+00 R/W R/W STA 14+46.20 OFF 39.51'R BSW 626.63 CONFORM STA 14+22.20 OFF 39.51'R BSW 626.10 CONFORM STA 14+19.20 OFF 26.53'R TC 626.05 FL 625.55 STA 14+48.76 OFF 26.52'R TC 626.63 FL 626.13 STA 14+22.20 OFF 26.53'R FL 625.62 STA 14+46.20 OFF 26.53'R FL 626.08 STA 14+62.32 OFF 26.50'R TC 626.89 FL 626.39 STA 14+64.90 OFF 26.50'R FL 626.42 STA 14+82.90 OFF 26.50'R FL 626.58STA 14+85.92 OFF 26.50'R TC 627.11 FL 626.61 STA 14+64.90 OFF 39.51'R BSW 626.96 CONFORM STA 14+82.90 OFF 39.51'R BSW 627.30 CONFORM STA 14+64.90 OFF 30.52'R FG 626.82 STA 14+82.90 OFF 30.52'R FG 627.16 STA 14+22.20 OFF 30.53'R FG 626.01 STA 14+46.20 OFF 30.53'R FG 626.48 1.9%

9.8% 1.5%1.9% 0.9%

10.0% 1.5%1.9% 14.3% 21.3% 18.2% 17.5% STA 14+89.87 OFF 39.75'R BSW 627.45 CONFORM 24' 4' 18'

4.02'
S 16+00 R/W
R/W
R/W STA 15+72.99 OFF 41.76'R FG 628.09 STA 15+74.33 OFF 25.50'R FG 628.25 STA 15+81.33 OFF 25.52'R FG 628.30 STA 15+79.82 OFF 59.58'R BSW 627.44 CONFORM STA 15+80.10 OFF 45.21'R BSW 628.09 CONFORM STA 15+65.99 OFF 30.73'R TC 628.15 FL 627.65STA 15+68.47 OFF 47.19'R TC 627.95 FL 627.45 STA 15+65.99 OFF 36.73'R FL 627.65 STA 15+66.00 OFF 41.73'R FL 627.56 STA 15+74.33 OFF 18.64'R FL 628.06 STA 15+81.33 OFF 18.50'R TC 628.65 FL 628.15 STA 15+35.01 OFF 36.57'R FG 627.29 STA 15+34.99 OFF 41.57'R FG 627.23 STA 15+37.41 OFF 55.40'R BSW 626.99 CONFORM STA 15+41.92 OFF 55.41'R TC 626.87 CONFORM STA 15+41.96 OFF 47.61'R TC 627.06 FL 626.56 STA 15+41.99 OFF 41.61'R FL 626.70 STA 15+42.01 OFF 36.61'R FL 626.77 STA 15+40.27 OFF 30.86'R TC 627.31 FL 626.81

1.3%

9.0%

6.4% 7.5% 7.5%

1.7%

8.8%

8.3%

1.7%

1.2% 1.3%

2.5% 0.7%

6.5% STA 15+37.39 OFF 49.18'R BSW 627.14 STA 15+26.23 OFF 39.52'R BSW 627.49 2.6%

1.0% 1.7%

1.5% 4.0% STA 15+88.32 OFF 45.15'R BSW 628.90 CONFORM

1.3% STA 15+81.84 OFF 32.00'R FG 628.40 STA 15+43.92 OFF 55.42'R LG 626.53 CONFORM STA 15+74.86 OFF 59.60'R TC 627.24 CONFORM STA 15+73.39 OFF 60.54'R LG 626.88 CONFORM STA 15+72.99 OFF 36.76'R FG 628.17 6'
5' 6' 7'
6' 7'
5' 6'
6' 7'
7' STA 16+04.83 OFF 27.04'R FG 629.16 STA 16+04.80 OFF 32.02'R FG 629.22 STA 15+68.99 OFF 21.36'R TC 628.43 FL 627.93 MATCH TO (E) S/W MATCH TO (E) S/W S 16+00 R/W STA 15+74.33 OFF 25.50'L FG 628.76 STA 15+68.60 OFF 20.27'L TC 628.61 FL 628.11 STA 15+74.33 OFF 18.50'L FL 628.28 STA 15+81.33 OFF 18.55'L TC 628.88 FL 628.38 STA 15+95.65 OFF 26.26'L TC 629.27 FL 628.77 STA 15+98.64 OFF 26.50'L FL 628.86 STA 16+13.64 OFF 26.50'L FL 629.03 STA 16+13.64 OFF 30.48'L FG 629.43 STA 16+17.94 OFF 39.56'L BSW 629.66 CONFORM STA 15+98.82 OFF 39.67'L BSW 629.34 CONFORM STA 16+16.62 OFF 26.52'L TC 629.58 FL 629.08

7.4% 1.5%

5.5%1.5%

9.7% 1.5% 1.2% STA 15+98.64 OFF 30.48'L FG 629.20 1.5% 1.5% 13.8% 1.6%

1.3% STA 15+81.33 OFF 25.51'L FG 628.86

1.7%

1.8% STA 15+81.82 OFF 30.34'L FG 628.93 7'
6'

6.5'
4' STA 15+95.64 OFF 32.01'L FG 629.16 15'
2019-11-11 3:25 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_C-401.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 C-404 48

CURB RAMPS AND DRIVEWAYS
ENLARGED PLANS - 4 EM JS 13 EAST SIDE OF STATE STREET AND SOUTH OF E. STEPHENSON STREET SCALE: 1" = 10'-0" 14 SE AND NE CORNERS OF STATE STREET AND E. STEPHENSON STREET SCALE: 1" = 10'-0" S. STATE STREET N S. STATE STREET
E. STEPHENSON
STREET
N 12 WEST SIDE OF STATE STREET AND SOUTH OF E. CHURCH STREET SCALE: 1" = 10'-0" N S. STATE STREET 0 10' 20'
0 10' 20' 0 10' 20' SHEET GENERAL NOTES 1. SEE IMPROVEMENT PLAN FOR CONSTRUCTION LEGEND. 2. SEE SHEETS C101-C108 FOR LINE AND CURVE TABLE. 3. DRIVEWAYS SHALL BE CONSTRUCTED PER CALTRANS STANDARD A87A. 4. ALL CURB RAMPS SHALL BE CONSTRUCTED PER CALTRANS STANDARD A88A AND A88B. SHEET KEYNOTES 1. INSTALL (N) CASE A CURB RAMP PER CALTRANS DETAIL A88A. 2. INSTALL (N) CASE F CURB RAMP PER CALTRANS DETAIL A88A. 3. INSTALL (N) CASE G CURB RAMP PER CALTRANS DETAIL A88A. 4. INSTALL (N) CASE C CURB RAMP PER CALTRANS DETAIL A88A. 5. INSTALL (N) DRIVEWAY PER CALTRANS DETAIL A87A. 5 1
1 3
3 5 5

STA 18+08.61 OFF 22.78'R TC 631.78 FL 631.28
S 18+00 R/W R/W
R/W
R/W STA 17+83.81 OFF 33.51'R FG 630.94 STA 17+83.81 OFF 28.51'R FG 630.99 STA 17+78.03 OFF 25.50'R FG 631.00 STA 17+71.03 OFF 25.50'R FG 630.91 STA 17+71.03 OFF 18.50'R TC 631.31 FL 630.81 STA 17+78.03 OFF 18.50'R FL 630.89STA 17+84.00 OFF 19.02'R TC 631.43 FL 630.93 STA 17+89.01 OFF 22.79'R TC 631.01 FL 630.51 STA 17+90.81 OFF 33.51'R FL 630.41 STA 18+18.69 OFF 49.46'R BSW 631.60 CONFORM STA 18+18.72 OFF 40.06'R BSW 631.81 CONFORM STA 18+08.60 OFF 39.24'R TC 631.62 FL 631.12 STA 18+14.60 OFF 18.75'R TC 631.87 FL 631.37 STA 18+06.81 OFF 33.51'R FL 631.18 STA 18+06.81 OFF 28.51'R FL 631.23 STA 18+13.81 OFF 33.51'R FG 631.57 STA 18+13.81 OFF 28.51'R FG 631.61 STA 18+20.60 OFF 25.50'R FG 631.61STA 18+27.60 OFF 25.50'R FG 631.67 STA 17+78.98 OFF 40.10'R BSW 631.09 CONFORM 6.4%

0.8%

7.3%

9.1%

0.9% 0.5%

3.0% 0.5% 7.8%

1.0%

9.0%

4.7% 7.5%

1.0% STA 17+89.54 OFF 38.42'R TC 630.65 FL 630.15 STA 17+90.81 OFF 28.51'R FL 630.46 1.2% 9.0% 1.3%

1.5% 7.2%

1.5%1.0%

1.9% STA 17+60.68 OFF 40.33'R BSW 631.06 CONFORM 4.7% 1.4%

1.5% STA 18+52.19 OFF 40.07'R BSW 632.26 CONFORM

1.0% STA 17+70.54 OFF 32.00'R FG 631.01STA 17+79.00 OFF 49.61'R BSW 630.93 CONFORM STA 18+28.10 OFF 32.00'R FG 631.77 STA 18+13.86 OFF 49.45'R TC 631.37 CONFORM STA 17+69.53 OFF 40.36'R BSW 631.13 CONFORM STA 17+83.81 OFF 49.59'R TC 630.58 CONFORM STA 17+85.81 OFF 49.59'R LG 630.29 CONFORM STA 18+11.86 OFF 49.45'R LG 631.04 CONFORM STA 17+52.62 OFF 27.00'R FG 630.68 STA 17+52.62 OFF 31.99'R FG 630.78 7' 6'
6' 5' 5.07'
6' 5.01' 6.01' 7' 7'
7' 6' 7'
7' STA 18+46.55 OFF 27.02'R FG 632.04 STA 18+46.55 OFF 31.99'R FG 632.09 STA 18+20.60 OFF 18.50'R FL 631.40 STA 18+27.60 OFF 18.50'R TC 631.94 FL 631.44 MATCH TO (E) S/W MATCH TO (E) S/W D
S 18+00 R/W
R/W
R/W R/W STA 17+78.22 OFF 49.76'L BSW 632.46 CONFORM STA 17+87.60 OFF 33.25'L FG 632.11 STA 17+87.60 OFF 28.25'L FG 632.08 STA 17+92.25 OFF 38.77'L TC 632.16 FL 631.66 STA 17+92.65 OFF 22.57'L TC 632.08 FL 631.58 STA 17+94.60 OFF 33.25'L FL 631.63 STA 17+94.60 OFF 28.25'L FL 631.61 STA 17+78.03 OFF 25.50'L FG 631.99 STA 17+71.03 OFF 25.50'L FG 631.96 STA 17+71.03 OFF 18.50'L TC 631.96 FL 631.46 STA 17+78.03 OFF 18.50'L FL 631.50 STA 17+84.03 OFF 18.50'L TC 632.02 FL 631.52 STA 18+10.60 OFF 41.27'L TC 632.50 CONFORM STA 18+18.63 OFF 41.29'L BSW 632.94 CONFORM STA 18+10.60 OFF 39.25'L TC 632.45 FL 631.95 STA 18+12.45 OFF 22.70'L TC 632.86 FL 632.36 STA 18+14.87 OFF 20.30'L TC 632.88 FL 632.38 STA 18+10.60 OFF 33.25'L FL 632.29 STA 18+10.60 OFF 28.40'L FL 632.32 STA 18+20.60 OFF 18.50'L FL 632.42 STA 18+27.60 OFF 18.50'L TC 632.96 FL 632.46 STA 18+17.60 OFF 28.47'L FG 632.84 STA 18+20.60 OFF 25.50'L FG 632.94 STA 18+27.60 OFF 25.50'L FG 632.94 STA 18+79.98 OFF 26.50'L FL 632.97 7.4%

8.9%

0.4%

7.8%

0.6% 0.6% 0.4% 8.8%

5.0% 0.6% 0.0%

7.7%

6.5% 7.5% 1.0%

2.7% 9.0%

0.1%

0.1%

1.5% STA 17+78.62 OFF 45.04'L BSW 632.38 CONFORM STA 17+73.26 OFF 39.84'L BSW 632.28 CONFORM STA 17+50.50 OFF 40.40'L BSW 631.96 CONFORM 3.2%

1.4% STA 18+53.02 OFF 40.08'L BSW 633.33 CONFORM STA 18+18.63 OFF 39.98'L BSW 632.94 CONFORM 5.5%

1.5%

1.5%

1.8% STA 17+42.09 STA 17+86.70 OFF 49.56'L TC 632.22 CONFORM STA 17+88.70 OFF 49.56'L LG 631.89 CONFORM

1.1% STA 18+08.60 OFF 38.60'L LG 632.23 CONFORM

13.1% STA 18+20.30 OFF 39.88'L BSW 633.10 CONFORM STA 18+26.17 OFF 39.95'L BSW 633.17 CONFORM STA 18+17.60 OFF 33.25'L FG 632.81

5.8% STA 17+52.98 OFF 27.00'L FG 631.71 STA 17+52.98 OFF 32.02'L FG 631.81 7' 6' 7' 6.5'
5'
6'
6'

4.84'
6'
6' 7'
7' STA 18+28.07 OFF 31.99'L FG 633.09 STA 18+44.61 OFF 30.32'L FG 633.16 STA 18+44.63 OFF 26.99'L FG 633.09 6' STA 17+70.52 OFF 30.33'L FG 632.06 MATCH TO (E) S/W MATCH TO (E) S/W 7' 19+00 R/W STA 18+79.98 OFF 39.84'L BSW 633.49 CONFORM STA 18+91.98 OFF 39.77'L BSW 633.58 CONFORM STA 18+76.98 OFF 26.50'L TC 633.45 FL 632.95 STA 18+79.98 OFF 26.50'L FL 632.97 STA 18+91.98 OFF 26.50'L FL 633.05 STA 18+94.98 OFF 26.50'L TC 633.57 FL 633.07 STA 19+24.22 OFF 39.59'L BSW 633.76 CONFORM STA 19+12.22 OFF 39.66'L BSW 633.70 CONFORM STA 19+09.22 OFF 26.50'L TC 633.64 FL 633.14 STA 19+12.22 OFF 26.50'L FL 633.16 STA 19+24.22 OFF 26.50'L FL 633.22 STA 19+27.22 OFF 26.50'L TC 633.73 FL 633.23 STA 18+79.98 OFF 30.50'L FG 633.37 STA 18+91.98 OFF 30.50'L FG 633.45 STA 19+12.22 OFF 30.50'L FG 633.56 STA 19+24.22 OFF 30.50'L FG 633.62 10% 1.5% 0.5% 0.5%
10% 1.4% 0.7% 0.7% 16.0% 17.4% 16.2%
4' 17.2%
4' 12' 12' C-405 49

CURB RAMPS AND DRIVEWAYS
ENLARGED PLANS - 5 EM JS 17 SE CORNER OF STATE STREET AND E. CHURCH STREET SCALE: 1" = 10'-0" N E. CHURCH
STREET S. STATE STREET
2019-11-11 3:25 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_C-401.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 15 SE CORNER OF STATE STREET AND E. CHURCH STREET SCALE: 1" = 10'-0" N 16 SE CORNER OF STATE STREET AND E. CHURCH STREET SCALE: 1" = 10'-0" STREET
W. CHURCH S. STATE STREET
N
0 10' 20' 0 10' 20'
0 10' 20' SHEET GENERAL NOTES 1. SEE IMPROVEMENT PLAN FOR CONSTRUCTION LEGEND. 2. SEE SHEETS C101-C108 FOR LINE AND CURVE TABLE. 3. DRIVEWAYS SHALL BE CONSTRUCTED PER CALTRANS STANDARD A87A. 4. ALL CURB RAMPS SHALL BE CONSTRUCTED PER CALTRANS STANDARD A88A AND A88B. SHEET KEYNOTES 1. INSTALL (N) CASE A CURB RAMP PER CALTRANS DETAIL A88A. 2. INSTALL (N) CASE F CURB RAMP PER CALTRANS DETAIL A88A. 3. INSTALL (N) CASE G CURB RAMP PER CALTRANS DETAIL A88A. 4. INSTALL (N) CASE C CURB RAMP PER CALTRANS DETAIL A88A. 5. INSTALL (N) DRIVEWAY PER CALTRANS DETAIL A87A. 5 5
1 3
1 3
3 1
1 3 S. STATE STREET

S 20+00 21+00
52+00
R/W
R/W R/W STA 20+19.13 OFF 33.06'L FG 634.32 STA 20+19.13 OFF 28.06'L FG 634.31 STA 20+09.30 OFF 25.50'L FG 634.37 STA 20+02.30 OFF 25.50'L FG 634.36 STA 20+26.13 OFF 39.06'L TC 634.41 FL 633.91 STA 20+24.07 OFF 22.42'L TC 634.39 FL 633.89 STA 20+15.30 OFF 18.50'L TC 634.38 FL 633.88 STA 20+02.30 OFF 18.50'L TC 634.36 FL 633.86 STA 20+09.30 OFF 18.50'L FL 633.87 STA 20+26.12 OFF 28.06'L FL 633.90 STA 20+26.13 OFF 33.06'L FL 633.90 STA 20+57.07 OFF 33.06'L FG 634.10 STA 20+57.07 OFF 28.06'L FG 634.09 STA 20+74.45 OFF 25.50'L FG 634.11 STA 20+81.45 OFF 25.50'L FG 634.13 STA 20+50.22 OFF 39.10'L TC 634.12 FL 633.62 STA 20+52.10 OFF 22.42'L TC 634.08 FL 633.58 STA 20+68.45 OFF 18.50'L TC 634.08 FL 633.58 STA 20+50.04 OFF 33.06'L FL 633.60 STA 20+50.05 OFF 28.06'L FL 633.59 STA 20+74.45 OFF 18.50'L FL 633.59 6.0%

8.4%

0.0%

5.2%

0.0% 0.0%0.0% 8.4%

7.1% 1.0%

8.7% 8.1%

0.0%

0.0% 0.3% 0.3% 8.1%

7.4%

1.8%1.8% STA 20+10.17 OFF 40.10'L BSW 634.48 CONFORM 1.0%

1.9%

1.5% STA 20+63.27 OFF 39.32'L BSW 634.25 CONFORM 0.7%

1.1% STA 20+01.80 OFF 32.00'L

2.0% FG 634.50 STA 20+01.80 OFF 39.07'L BSW 634.57 CONFORM 7' 6' 7'
6' 5' 6' 7'

6.05' 5' 6' 6' 7' 7'
7' STA 21+07.70 OFF 32.00'L FG 634.28 STA 21+07.70 OFF 27.00'L FG 634.19 STA 20+81.95 OFF 30.33'L FG 634.20 STA 19+84.43 OFF 27.00'L FG 634.03 STA 19+84.53 OFF 30.41'L FG 634.13 7.1% STA 19+61.97 OFF 38.84'L BSW 634.08 CONFORM STA 20+81.45 OFF 18.53'L TC 634.11 FL 633.61 S 20+00 21+00
53+00 R/W R/W
R/W
R/W TC 634.08 FL 633.58 TC 634.08 FL 633.58 STA 20+74.45 OFF 18.50'L FL 633.59 STA 20+62.33 OFF 39.51'R TC 633.60 FL 633.10 STA 20+64.13 OFF 22.78'R TC 633.64 FL 633.14 STA 20+68.60 OFF 19.22'R TC 633.65 FL 633.15 STA 20+81.45 OFF 18.92'R TC 633.68 FL 633.18 STA 20+62.33 OFF 33.51'R FL 633.11 STA 20+62.33 OFF 28.51'R FL 633.12 STA 20+74.45 OFF 18.50'R FL 633.16 STA 20+69.33 OFF 28.51'R FG 633.61 STA 20+74.45 OFF 25.50'R FG 633.62 STA 20+81.45 OFF 25.50'R FG 633.62 STA 21+10.33 OFF 40.13'R BSW 633.77 CONFORM STA 21+07.33 OFF 26.50'R TC 633.77 FL 633.27 STA 21+10.33 OFF 26.50'R FL 633.28 STA 19+65.10 OFF 26.50'R TC 633.27 FL 632.77 STA 19+68.10 OFF 26.50'R TC 632.80 FL 632.80 STA 19+89.27 OFF 26.27'R TC 633.50 FL 633.00 STA 19+86.10 OFF 26.50'R TC 632.98 FL 632.98 STA 20+02.30 OFF 18.93'R TC 633.63 FL 633.13 STA 19+86.10 OFF 40.14'R BSW 633.52 CONFORM STA 20+02.30 OFF 25.50'R FG 633.34 STA 20+09.30 OFF 25.50'R FG 633.45STA 20+11.46 OFF 28.51'R FG 633.46 STA 20+11.46 OFF 33.51'R FG 633.41 STA 20+09.30 OFF 18.54'R FL 633.22 STA 20+14.85 OFF 20.81'R TC 633.66 FL 633.16STA 20+16.66 OFF 22.78'R TC 633.62 FL 633.12 STA 20+18.46 OFF 39.51'R TC 633.46 FL 632.96 STA 20+18.46 OFF 28.51'R FL 633.07 STA 20+18.46 OFF 33.51'R FL 633.02 STA 20+10.44 OFF 50.15'R BSW 633.44 CONFORM STA 21+34.33 OFF 40.18'R BSW 633.57 CONFORM STA 20+70.69 OFF 50.19'R BSW 633.60 CONFORM STA 19+68.10 OFF 30.50'R FG 633.20 STA 19+86.10 OFF 30.50'R FG 633.38 0.3%

6.4% 0.0 8.3% 1.0%

9.4%

1.5% 1.0% STA 21+34.33 OFF 30.50'R FG 633.42 STA 21+10.33 OFF 30.50'R FG 633.63

1.2%7.0%

0.1%

8.1%

8.6%

0.1% STA 20+69.33 OFF 33.51'R FG 633.60

1.0%

9.2%

7.3% 5.6%

1.0% 1.3%

7.3% 1.3%

3.2% 1.0%

10.0% 1.5%1.0% 15.6% 17.6% 0.1% 6.5% STA 20+10.48 OFF 40.24'R BSW 633.54 CONFORM

1.5%0.6%

1.5% 1.0% STA 20+70.70 OFF 45.38'R BSW 633.73 CONFORM STA 20+79.08 OFF 40.04'R BSW 633.79 CONFORM STA 21+48.32 OFF 40.23'R BSW 633.88 CONFORM STA 20+01.79 OFF 32.00'R FG 633.43 STA 20+81.95 OFF 32.00'R FG 633.70 STA 19+68.10 OFF 40.11'R BSW ??? CONFORM STA 19+95.66 OFF 40.15'R BSW 633.63 CONFORM STA 20+18.46 OFF 50.17'R TC 633.36 CONFORM STA 20+20.46 OFF 50.17'R LG 633.02 CONFORM STA 20+60.33 OFF 50.17'R LG 632.72 CONFORM STA 20+62.33 OFF 50.17'R BSW 633.09 CONFORM STA 20+79.05 OFF 37.53'R BSW 633.75 CONFORM

2.6% 18'
4' 7'
6'
6' 5' 6' 7'

6.99' 15.7% 14.1% STA 19+88.80 OFF 30.34'R FG 633.49
6' 5' 6' 7'

5.89' 7'
7' STA 20+95.95 OFF 32.00'R FG 633.75 STA 20+95.95 OFF 27.01'R FG 633.72 24' 4' STA 21+34.33 OFF 26.50'R FL 633.38 STA 21+37.33 OFF 26.50'R TC 633.89 FL 633.39 MATCH TO (E) S/W MATCH TO (E) S/W TC 634.11 FL 633.61 50+00

9.0%

7.3%

6.7% 1.0%

1.0% STA 50+36.76 OFF 26.35'L FG 637.00 STA 50+33.23 OFF 29.88'L FG 637.05 STA 50+26.89, "BC" OFF 30.77'L TC 637.08 FL 636.58 STA 50+37.66 OFF 20.01'L TC 636.97 FL 636.47 STA 50+31.82 OFF 21.40'L TC 636.53 FL 636.53 STA 50+28.28 OFF 24.93'L TC 636.58 FL 636.58 STA 50+38.77 OFF 41.72'L BSW 637.44 CONFORM STA 50+38.80 OFF 26.64'L BSW 637.02

0.0% 1.0%

1.8% STA 50+25.01 OFF 28.31'L LG 636.87 CONFORM STA 50+26.83 OFF 23.48'L LG 636.69 CONFORM STA 50+30.40 OFF 19.92'L LG 636.62 CONFORM STA 50+37.65 OFF 18.01'L LG 636.63 CONFORM STA 50+26.84 OFF 41.69'L TC 637.44 CONFORM

6.00 5.00

6.01 7.32 MATCH TO (E) S/W
2019-11-11 3:26 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_C-401.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 C-406 50

CURB RAMPS AND DRIVEWAYS
ENLARGED PLANS - 6 EM JS 18 SW AND NW CORNERS OF STATE STREET AND W. PERKINS STREET SCALE: 1" = 10'-0" 19 NW CORNER OF W. PERKINS STREET AND N. SCHOOL STREET SCALE: 1" = 10'-0" N. STATE STREET W. PERKINS
N
N 20 SE AND NE CORNERS OF STATE STREET AND W. PERKINS STREET SCALE: 1" = 10'-0" N N. STATE STREET SHEET GENERAL NOTES W. PERKINS N. SCHOOL STREET
0 10' 20' 0 10' 20'
0 10' 20' 1. SEE IMPROVEMENT PLAN FOR CONSTRUCTION LEGEND. 2. SEE SHEETS C101-C108 FOR LINE AND CURVE TABLE. 3. DRIVEWAYS SHALL BE CONSTRUCTED PER CALTRANS STANDARD A87A. 4. ALL CURB RAMPS SHALL BE CONSTRUCTED PER CALTRANS STANDARD A88A AND A88B. SHEET KEYNOTES 1. INSTALL (N) CASE A CURB RAMP PER CALTRANS DETAIL A88A. 2. INSTALL (N) CASE F CURB RAMP PER CALTRANS DETAIL A88A. 3. INSTALL (N) CASE G CURB RAMP PER CALTRANS DETAIL A88A. 4. INSTALL (N) CASE C CURB RAMP PER CALTRANS DETAIL A88A. 5. INSTALL (N) DRIVEWAY PER CALTRANS DETAIL A87A. 1 1
1 1
3 1
5 1
3 5
3

STA 22+68.72 OFF 39.50'R TC 634.06 FL 633.56
S 22+00 23+00
104+00 R/W R/W
R/W
R/W STA 22+76.14 OFF 53.19'R BSW 633.75 CONFORM STA 22+85.72 OFF 25.50'R FG 634.09 STA 22+78.72 OFF 25.50'R FG 633.99 STA 22+75.72 OFF 28.50'R FG 634.06 STA 22+75.72 OFF 33.50'R FG 634.05 STA 22+70.52 OFF 22.78'R TC 634.08 FL 633.58 STA 22+73.00 OFF 20.30'R TC 634.08 FL 633.58 STA 22+85.72 OFF 18.50'R TC 634.10 FL 633.60 STA 22+68.72 OFF 28.50'R FL 633.57 STA 22+78.72 OFF 18.50'R FL 633.59 STA 22+39.32 OFF 53.27'R BSW 633.61 CONFORM STA 22+19.15 OFF 25.50'R FG 634.03 STA 22+26.14 OFF 25.50'R FG 633.95 STA 22+37.84 OFF 28.50'R FG 633.77 STA 22+37.84 OFF 33.50'R FG 633.68 STA 22+19.15 OFF 18.50'R TC 634.39 FL 633.89 STA 22+26.14 OFF 18.50'R FL 633.81STA 22+32.14 OFF 18.50'R TC 634.16 FL 633.66 STA 22+43.04 OFF 22.78'R TC 633.85 FL 633.35 STA 22+44.84 OFF 39.50'R TC 633.60 FL 633.10 STA 22+44.84 OFF 28.50'R FL 633.30 0.1%

6.4% 1.4%

8.2% 7.0%

0.2%

8.3%

8.5%

0.2% STA 22+68.72 OFF 33.50'R FL 633.56

1.4%

9.0%

6.5% 6.7%

1.4% 1.2% 5.8% 1.2%

2.0% STA 22+39.19 OFF 41.12'R BSW 633.92 CONFORM 1.2%

1.1% 4.5% 2.9% STA 22+75.70 OFF 40.00'R BSW 634.12 CONFORMSTA 22+86.23 OFF 30.22'R FG 634.11 1.9% 1.0%

1.5% 0.4%

1.6% STA 22+44.84 OFF 53.21'R TC 633.36 CONFORM STA 22+46.84 OFF 53.21'R LG 633.03 CONFORM STA 22+66.72 OFF 53.17'R LG 633.20 CONFORM STA 22+68.72 OFF 53.17'R TC 633.53 CONFORM STA 22+34.13 OFF 41.39'R BSW 634.20 CONFORM STA 22+26.79 OFF 41.18'R BSW 634.19 CONFORM STA 22+08.20 OFF 41.39'R BSW 634.16 CONFORM STA 21+97.82 OFF 41.20'R BSW 634.09 CONFORM STA 21+97.30 OFF 27.00'R FG 634.16 STA 21+97.30 OFF 32.00'R FG 634.21 7' 7' 6.01'
6'
5'
6'
6'
5'7'
6'
6' 7'
7' 7' STA 23+07.58 OFF 31.97'R FG 634.21 STA 23+07.58 OFF 27.00'R FG 634.13 STA 22+76.34 OFF 39.33'R BSW 634.14 MATCH TO CONFORM (E) S/W MATCH TO (E) S/W STA 22+18.40 OFF 30.34'R FG 634.10 STA 22+44.84 OFF 33.50'R FL 633.21 S 22+00 23+00
103+00 R/W
R/W
R/W R/W STA 22+29.60 OFF 33.50'L FG 634.94 STA 22+29.60 OFF 28.50'L FG 634.91 STA 22+26.13 OFF 25.50'L FG 634.86 STA 22+18.68 OFF 25.50'L FG 634.81 STA 22+36.60 OFF 39.50'L TC 634.98 FL 634.48 STA 22+34.80 OFF 22.78'L TC 634.89 FL 634.39 STA 22+31.95 OFF 20.06'L TC 634.87 FL 634.37 STA 22+18.68 OFF 18.50'L TC 634.80 FL 634.30 STA 22+36.60 OFF 33.50'L FL 634.45 STA 22+36.60 OFF 28.50'L FL 634.42 STA 22+26.18 OFF 18.50'L FL 634.34 STA 22+75.60 OFF 33.50'L FG 635.58 STA 22+75.60 OFF 28.50'L FG 635.57 STA 22+78.72 OFF 25.50'L FG 635.51 STA 22+85.73 OFF 25.50'L FG 635.49 STA 22+68.60 OFF 39.50'L TC 635.60 FL 635.10 STA 22+70.41 OFF 22.82'L TC 635.52 FL 635.02STA 22+72.98 OFF 20.23'L TC 635.51 FL 635.01 STA 22+68.60 OFF 33.50'L FL 635.07 STA 22+68.60 OFF 28.50'L FL 635.05 STA 22+78.72 OFF 18.50'L FL 635.01 STA 22+85.73 OFF 18.50'L TC 635.50 FL 635.00 7.0%

8.8%

0.6%

7.8%

0.6% 7.4% 2.0%

8.8% 7.8%

0.4%

0.5% 0.5% 0.4%

8.8%

7.4% 0.1% 0.1%

8.3%

7.1% STA 22+23.82 OFF 39.60'L BSW 635.00 CONFORM 0.7%

1.5% 1.7% STA 22+77.03 OFF 43.62'L BSW 635.67 CONFORM STA 22+81.06 OFF 39.56'L BSW 635.73 CONFORM STA 23+06.86 OFF 39.25'L BSW 635.76 CONFORM

0.8% 0.5%

1.0% STA 22+18.20 OFF 32.00'L FG 634.89 STA 22+86.23 OFF 30.33'L FG 635.57 STA 22+78.60 OFF 43.61'L BSW 635.78 CONFORM STA 22+81.06 OFF 41.05'L BSW 635.79 CONFORM

2.5% 7.5'
7'

5.99'
6' 7'
5' 6'
6' 7'
7' STA 23+07.50 OFF 32.00'L FG 635.65 STA 23+07.50 OFF 27.00'L FG 635.47 6'
5' 6'7.02' STA 21+93.66 OFF 32.00'L FG 634.72 STA 21+93.66 OFF 27.00'L FG 634.67 STA 23+10.88 OFF 39.22'L BSW 635.83 CONFORM S
D
101+00

7.3%

9.0%

7.5%

1.0%

1.0%

1.8%

7.4%

6.5%

5.0%

2.0%STA 100+78.19 OFF 17.26'L TC 637.95 FL 637.95 STA 100+81.73 OFF 13.72'L TC 638.00 FL 638.00 STA 100+87.57 OFF 12.34'L TC 638.54 FL 638.04 STA 100+76.81 OFF 23.09'L TC 638.39 FL 637.89 STA 100+86.68 OFF 18.67'L FG 638.52 STA 100+83.14 OFF 22.21'L FG 638.48 STA 100+77.27 OFF 28.43'R TC 638.50 FL 638.00 STA 100+88.02 OFF 17.66'R TC 638.31 FL 637.81 STA 100+78.65 OFF 22.59'R TC 638.11 FL 638.11 STA 100+82.18 OFF 19.05'R TC 638.01 FL 638.01

1.8% STA 100+85.85 OFF 22.72'R FG 638.36 STA 100+82.32 OFF 26.26'R FG 638.46 STA 100+89.12 OFF 36.57'R BSW 638.51 CONFORM STA 100+77.28 OFF 36.51'R TC 638.24 CONFORM STA 100+88.41 OFF 28.89'L BSW 638.64 CONFORMSTA 100+88.45 OFF 34.31'L BSW 638.73 CONFORM STA 100+98.18 OFF 28.93'L BSW 638.55 CONFORM STA 101+08.20 OFF 28.97'L BSW 638.37 CONFORM STA 100+89.13 OFF 24.49'R BSW 638.42 CONFORM

1.0% 1.0%

2.2%

1.0% 1.7%

1.0% STA 100+77.19 OFF 21.14'R LG 638.21 CONFORM STA 100+80.73 OFF 17.60'R LG 638.11 CONFORM STA 100+88.02 OFF 15.66'R LG 637.98 CONFORM STA 100+76.81 OFF 29.48'L TC 638.33 FL 637.83 STA 100+74.81 OFF 29.48'L LG 638.49 CONFORM STA 100+76.81 OFF 34.38'L TC 638.41 CONFORM STA 100+87.57 OFF 10.34'L LG 638.20 CONFORM STA 100+80.28 OFF 12.27'L LG 638.17 CONFORM STA 100+76.75 OFF 15.79'L LG 638.13 CONFORM STA 100+74.81 OFF 23.09'L LG 638.06 CONFORM STA 100+75.36 OFF 26.15'R LG 638.31 CONFORM

5.54'
5'
6'

5.5'
6'
5'
6'

7.3' MATCH TO (E) S/W MATCH TO (E) S/W
2019-11-11 3:26 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_C-401.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 C-407 51

CURB RAMPS AND DRIVEWAYS
ENLARGED PLANS - 7 EM JS 21 SW AND NW CORNERS OF STATE STREET AND W. STANDLEY STREET SCALE: 1" = 10'-0" 22 SE AND NE CORNER OF W. STANDLEY STREET AND N. SCHOOL STREET SCALE: 1" = 10'-0" 23 SE AND NE CORNERS OF STATE STREET AND E. STANDLEY STREET SCALE: 1" = 10'-0" N
N
W.

STANDLEY
STREET N. STATE STREET
N
W.

STANDLEY
STREET N. SCHOOL STREET
E.

STANDLEY
STREET N. STATE STREET
0 10' 20' 0 10' 20'
0 10' 20' SHEET GENERAL NOTES 1. SEE IMPROVEMENT PLAN FOR CONSTRUCTION LEGEND. 2. SEE SHEETS C101-C108 FOR LINE AND CURVE TABLE. 3. DRIVEWAYS SHALL BE CONSTRUCTED PER CALTRANS STANDARD A87A. 4. ALL CURB RAMPS SHALL BE CONSTRUCTED PER CALTRANS STANDARD A88A AND A88B. SHEET KEYNOTES 1. INSTALL (N) CASE A CURB RAMP PER CALTRANS DETAIL A88A. 2. INSTALL (N) CASE F CURB RAMP PER CALTRANS DETAIL A88A. 3. INSTALL (N) CASE G CURB RAMP PER CALTRANS DETAIL A88A. 4. INSTALL (N) CASE C CURB RAMP PER CALTRANS DETAIL A88A. 5. INSTALL (N) DRIVEWAY PER CALTRANS DETAIL A87A. 1 1 1
3 1
3 3
1 3
1