Agenda packet — San Luis Obispo City Council, March 7, 2023 (part 1 of 4)

City Council
AGENDA

Tuesday, March 7, 2023, 4:00 p.m.

Council Chambers, 990 Palm Street, San Luis Obispo
The City of San Luis Obispo has returned to in-person meetings. Zoom participation will not be supported. For those attending in-person, the Council Chamber will be at limited capacity and masks are strongly recommended. Council meetings may be viewed remotely on Channel 20 and the City's YouTube Channel: http://youtube.slo.city
INSTRUCTIONS FOR PUBLIC COMMENT:

Public Comment prior to the meeting (must be received 3 hours in advance of the meeting):

Mail - Delivered by the U.S. Postal Service. Address letters to the City Clerk's Office at 990 Palm Street, San Luis Obispo, California, 93401.

Email - Submit Public Comments via email to [email protected]. In the body of your email, please include the date of the meeting and the item number (if applicable). Emails will not be read aloud during the meeting.

Voicemail - Call (805) 781-7164 and leave a voicemail. Please state and spell your name, the agenda item number you are calling about, and leave your comment. Verbal comments must be limited to 3 minutes. Voicemails will not be played during the meeting. *All correspondence will be archived and distributed to councilmembers, however, submissions received after the deadline will not be processed until the following day.

Public Comment during the meeting:

Meetings have returned to an in-person format. To provide public comment during the meeting, you must be present in the Council Chambers.

Electronic Visual Aid Presentation. To conform with the City's Network Access and Use Policy, Chapter 1.3.8 of the Council Policies & Procedures Manual, members of the public who desire to utilize electronic visual aids to supplement their oral presentation are encouraged to provide display-ready material to the City Clerk by 12:00 p.m. on the day of the meeting. Contact the City Clerk's Office at [email protected] or (805) 781-7114.

Pages

1. CLOSED SESSION: STARTS AT 4:00 PM

1.a CALL TO ORDER
Mayor Erica A. Stewart will call the Closed Session Meeting of the San Luis Obispo City Council to order in the Finance & IT Conference Room at City Hall, 990 Palm Street, San Luis Obispo.

1.b PUBLIC COMMENT FOR CLOSED SESSION ITEMS ONLY
Public comment will only be accepted for Closed Session items.

1.c CONFERENCE WITH LEGAL COUNSEL - ANTICIPATED LITIGATION Significant exposure to litigation pursuant to paragraph (2) of subdivision (d) of Section 54956.9. No. of potential cases: One.

A point has been reached where, in the opinion of the legislative body of the local agency on the advice of its legal counsel, based on existing facts and circumstances, there is a significant exposure to litigation against the local agency. The existing facts and circumstances exposing the City to litigation are set forth in a letter from Kevin I. Shenkman, Attorney at Law, on behalf of his client Southwest Voter Registration Education Project, which is on file and available for review in the City Clerk’s Office located at 990 Palm Street.

1.d ADJOURNMENT
The City Council will hold a Regular Meeting on March 7, 2023 at 5:30 p.m. in the Council Chambers at City Hall, 990 Palm Street, San Luis Obispo.

2. CALL TO ORDER
Mayor Erica A. Stewart will call the Regular Meeting of the San Luis Obispo City Council to order.

3. PLEDGE OF ALLEGIANCE
Council Member Emily Francis will lead the Council in the Pledge of Allegiance.

4. PRESENTATIONS

4.a INTRODUCTIONS - UTILITIES SOLID WASTE & RECYCLING

MANAGER AND UTILITIES BUSINESS MANAGER
Utilities Director Aaron Floyd will introduce Meg Buckingham, Solid Waste & Recycling Manager, and Shane Whittington, Business Manager for the Utilities Department.

4.b INTRODUCTIONS - PARKS MAINTENANCE SUPERVISOR,

PARKING SERVICES SUPERVISOR, CAPITAL IMPROVEMENT

ADMINISTRATIVE MANAGER
Public Works Director Matt Horn will introduce Billy Harvey, Parks Maintenance Supervisor; Jose Leon, Parking Services Supervisor; and Greg Cleary, Capital Improvement Program Administrative Manager.

4.c SAN LUIS OBISPO COUNCIL OF GOVERNMENTS REGIONAL

TRANSPORTATION PLAN PRESENTATION
The City Council will receive a presentation on the San Luis Obispo Council of Governments (SLOCOG) Regional Transportation Plan.

4.d CITY MANAGER REPORT
Receive a brief report from City Manager Derek Johnson.

5. PUBLIC COMMENT PERIOD FOR ITEMS NOT ON THE AGENDA
Not to exceed 15 minutes. The Council welcomes your input. State law does not allow the Council to discuss or take action on issues not on the agenda, except that members of the Council or staff may briefly respond to statements made or questions posed by persons exercising their public testimony rights (Gov. Code sec. 54954.2). Staff may be asked to follow up on such items.

6. CONSENT AGENDA
Not to exceed 15 minutes. Matters appearing on the Consent Calendar are expected to be non-controversial and will be acted upon at one time. A member of the public may request the Council to pull an item for discussion. Pulled items shall be heard at the close of the Consent Agenda unless a majority of the Council chooses another time. The public may comment on any and all items on the Consent Agenda within the three-minute time limit.

Recommendation:

To approve Consent Calendar Items 6a to 6e.

6.a WAIVE READING IN FULL OF ALL RESOLUTIONS AND

ORDINANCES
Recommendation:

Waive reading of all resolutions and ordinances as appropriate.

6.b MINUTES REVIEW - FEBRUARY 15, 2023 AND FEBRUARY 21, 2023

COUNCIL MINUTES
9 Recommendation:

Approve the following minutes of the City Council:
• February 15, 2023 - Special Closed Session Meeting
• February 21, 2023 - Regular Meeting

6.c AUTHORIZE THE REPLACEMENT OF ACTIFLO MIXER GEARBOXES

AS PART OF WATER TREATMENT PLANT MAJOR FACILITY

MAINTENANCE
17 Recommendation:

Approve the purchase and installation of replacement parts for the City’s Water Treatment Plant (WTP) Actiflo Mixer
Gearboxes and authorize the City Manager to execute a Sole Source Purchase Agreement with MISCOwater in the amount of $500,322; and

1. Authorize the use of Water Fund Undesignated Capital for the purchase and installation of replacement parts for the City Water Treatment Plant Actiflo Mixers in the amount of
$255,322, Specification No. 1000542-05; and

2. Find the project exempt from the California Environmental Quality Act (CEQA).

3. 6.d AWARD NORTH CHORRO NEIGHBORHOOD GREENWAY
PROJECT, SPECIFICATION NO. 1000036
33 Recommendation:

Award a construction contract for the North Chorro
Neighborhood Greenway Project to Souza Engineering
Contracting Inc. DBA Souza Construction in the amount of $6,076,939; and

1. Authorize the City Engineer to approve construction contract change orders up to and in excess of $200,000, if within the available project budget; and

2. Adopt a Draft Resolution entitled, "A Resolution of the City Council of the City of San Luis Obispo, California, authorizing use of Undesignated Local Revenue Measure Funds and
Capital Projects Reserve Funds to support the North Chorro Neighborhood Greenway Project, Specification No. 1000036" to appropriate $1,600,000 in undesignated Local Revenue
Measure fund balance to the project; and

3. Appropriate $218,708 in Capital Projects Reserve funding to the project; and

4. Authorize a transfer of existing funding in the following amounts to the project account:

5. Transfer $100,000 from Sidewalk Annual Asset
Maintenance Account (Spec. No. 90849)
a.

Transfer $141,101 from the Streetlights Annual Asset
Maintenance (Spec. No. 91616)
b.

Transfer $100,000 from Pedestrian Crossing
Improvements (Spec. No. 1000069)
c.

Transfer $76,869 from Active Transportation PlanPedestrian Facility Improvements (Spec. No. 1000502-01)d.

Transfer $105,507 from Active Transportation Plan-Bicycle Facility Improvements (Spec. No. 1000502-02)
e.

Transfer $94,600 from Railroad Safety Trail (Taft to
Pepper) (Spec. No. 91375)
f.

Transfer $178,340 from California/Foothill Railroad
Crossing (Spec. No. 91293)
g.

Transfer $90,837 from 862 Aerovista Development VMT
Fair Share Mitigation Fee (Account No. 701-0000-47202)
h.

Transfer $4,520 from Sewer Manhole Cover Adjustments
(Spec. No. 1000084)
i.

Transfer $21,008 from Water Valve Cover Adjustments
(Spec. No. 91149)
j.

Transfer $164,715 from the Morro, Mill, Santa Rosa Sewer Project (Specification No. 1000561)
k.

Approve the final project plans and specifications for the North Chorro Neighborhood Greenway Project.

6. 6.e APPROVE FY 2022-23 BUDGET AMENDMENT AND ONGOING
BUDGET ALLOCATIONS FOR THE 2023-25 FINANCIAL PLAN
351
Recommendation:

Adopt a Draft Resolution entitled, “A Resolution of the Council of the City of San Luis Obispo, California, approving an amendment to the adopted 2022-23 Budget Appropriations and the 2023-25 Financial Plan.”

7. PUBLIC HEARING AND BUSINESS ITEMS

7.a INTRODUCE AN ORDINANCE AMENDING SEVERAL SECTIONS OF

THE MUNICIPAL CODE TO AUTHORIZE DESIGNEES OF THE

POLICE CHIEF TO ISSUE CITATIONS FOR ALL INFRACTION AND
MISDEMEANOR VIOLATIONS OF THE MUNICIPAL CODE (Estimated Time: 30 minutes)
359
Recommendation:

Introduce an Ordinance entitled, “An Ordinance of the City Council of the City of San Luis Obispo, California, amending Title 1 “General Provisions”, Chapter 16 “Citation Procedure”, Section 1.16.060 “Code Enforcement Officer Designation Authority”; amending Title 10 “Vehicles and Traffic”, Chapter 10.08 “Administration”, Section 10.08.070 and Chapter 10.68 “Inoperative Vehicles”, Section 10.68.020; and amending Title 9 “Public Pease, Morals and Welfare” to add Chapter 9.60 “Enforcement” in order to authorize designees of the Police Chief, including Community Service Officers, to issue citations for all Infraction and Misdemeanor Violations of the Municipal Code and making a determination of exemption under the California Environmental Quality Act.”

7.b INTRODUCTION OF AN ORDINANCE AMENDING CHAPTER 9.10
AND CHAPTER 17.86 OF THE MUNICIPAL CODE MODIFYING

SPECIFIC RULES FOR CANNABIS RETAIL STOREFRONT
OPERATIONS (Estimated Time: 60 minutes)
387
Recommendation:

Receive an update on the City’s Cannabis Business Program; and

1. Introduce an Ordinance entitled, “An Ordinance of the City Council of the City of San Luis Obispo, California, amending Chapter 17.86 (Regulations for Specific Land Uses and
Activities) and Chapter 9.10 (Cannabis Regulations) of the Municipal Code modifying specific rules for commercial
cannabis business retail storefront operations.”

2. 8. LIAISON REPORTS AND COMMUNICATIONS
Not to exceed 15 minutes. Council Members report on conferences or other City activities. At this time, any Council Member or the City Manager may ask a question for clarification, make an announcement, or report briefly on their activities. In addition, subject to Council Policies and Procedures, they may provide a reference to staff or other resources for factual information, request staff to report back to the Council at a subsequent meeting concerning any matter or take action to direct staff to place a matter of business on a future agenda. (Gov. Code Sec. 54954.2)

9. ADJOURNMENT
The next Regular Meeting of the City Council will be held on March 21, 2023 at 5:30 p.m. in the Council Chambers at City Hall, 990 Palm Street, San Luis Obispo.

LISTENING ASSISTIVE DEVICES for the hearing impaired - see the Clerk.

The City of San Luis Obispo wishes to make all of its public meetings accessible to the public. Upon request, this agenda will be made available in appropriate alternative formats to persons with disabilities. Any person with a disability who requires a modification or accommodation in order to participate in a meeting should direct such request to the City Clerk’s Office at (805) 781-7114 at least 48 hours before the meeting, if possible. Telecommunications Device for the Deaf (805) 781-7410.

City Council meetings are televised live on Charter Channel 20 and the City's YouTube Chanel: http://youtube.slo.city. Agenda related writings or documents provided to the City Council are available for public inspection in the City Clerk’s Office located at 990 Palm Street, San Luis Obispo, California during normal business hours, and on the City’s website
https://www.slocity.org/government/mayor-and-city-council/agendas-andminutes. Persons with questions concerning any agenda item may call the City Clerk’s Office at (805) 781-7114.
1 Council Minutes
February 15, 2023, 5:30 p.m.

City Hall, 990 Palm Street, San Luis Obispo
Council Members

Present:

Council Member Emily Francis, Council Member Andy Pease, Council Member Michelle Shoresman, Vice Mayor Jan Marx, Mayor Erica A. Stewart
City Staff Present: Derek Johnson, City Manager, Christine Dietrick, City Attorney, Teresa Purrington, City Clerk
_____________________________________________________________________

1. CALL TO ORDER
A Special Closed Session Meeting of the San Luis Obispo City Council was called to order on February 15, 2023 at 5:30 p.m. in the Administration Collaboration Space in City Hall, 990 Palm Street, San Luis Obispo, by Mayor Stewart.

1.a PUBLIC COMMENT FOR CLOSED SESSION ITEMS ONLY
Public Comment:

None
--End of Public Comment--

1.b CONFERENCE WITH LABOR NEGOTIATORS
City Attorney Dietrick indicated that the Council met in Closed Session and provided negotiating parameters. No other reportable action was taken.

1.c CONFERENCE WITH LEGAL COUNSEL – EXISTING LITIGATION City Attorney Christine Dietrick indicated the Council met in Closed Session and there was no reportable action taken.

1.d CONFERENCE WITH REAL PROPERTY NEGOTIATORS (APN 004-511-020) City Attorney Christine Dietrick indicated that the Council met in Closed Session and provided direction on price and terms. No other reportable action was taken.

Page 9 of 403 ends

2 1.e ADJOURNMENT
The meeting was adjourned at 7:35 p.m. The next Regular Meeting of the City Council will be held on February 21, 2023 at 5:30 p.m. in the Council Chambers at City Hall, 990 Palm Street, San Luis Obispo.

APPROVED BY COUNCIL: XX/XX/2023

Page 10 of 403 ends

1 Council Minutes
February 21, 2023, 5:30 p.m.

Council Chambers, 990 Palm Street, San Luis Obispo
Council Members

Present:

1. CALL TO ORDER
A Regular Meeting of the San Luis Obispo City Council was called to order on February 21, 2023 at 5:30 p.m. in the Council Chambers, 990 Palm Street, San Luis Obispo, by Mayor Stewart.

2. PLEDGE OF ALLEGIANCE
Council Member Shoresman led the Council in the Pledge of Allegiance.

3. PRESENTATIONS

3.a INTRODUCTION - DIVERSITY, EQUITY, AND INCLUSION MANAGER,

NESTOR VELOZ-PASSALACQUA
Deputy City Manager Greg Hermann introduced the new Diversity, Equity, and Inclusion Manager, Nestor Veloz-Passalacqua.

3.b INTRODUCTION - DEPUTY CITY ATTORNEY, SADIE SYMENS
City Attorney Christine Dietrick introduced the new Deputy City Attorney, Sadie Symens.

3.c TEEN DATING VIOLENCE ACTION MONTH PROCLAMATION
Mayor Stewart presented a proclamation declaring the month of February as "Teen Dating Violence Action Month" to Lana Goodman on behalf of Lumina Alliance.

Page 11 of 403 ends

2 3.d CHILD CARE STUDY UPDATE FROM FIRST 5 SAN LUIS OBISPO Wendy Wendt from First 5 San Luis Obispo provided an update on the Child Care Study and responded to questions from Council.

Public Comment
Ty Safreno
--End of Public Comment--

3.e CITY MANAGER REPORT
City Manager Derek Johnson provided a report on upcoming projects.

4. PUBLIC COMMENT PERIOD FOR ITEMS NOT ON THE AGENDA
Public Comment:

Carolyn Smith
Kathie Walker
Karen Adler
Jeff Eidelman
Ethan Shenkman
--End of Public Comment--

5. CONSENT AGENDA
Council Member Pease requested Item 5b be pulled from Consent.

Motion By Vice Mayor Marx
Second By Council Member Shoresman
To approve Consent Calendar Items 5a, 5c through 5i.

5.a WAIVE READING IN FULL OF ALL RESOLUTIONS AND ORDINANCES Waive reading of all resolutions and ordinances as appropriate.

5.d PARTIAL ACCEPTANCE OF PUBLIC IMPROVEMENTS AND

CERTIFICATION OF COMPLETION OF REQUIRED PRIVATE
IMPROVEMENTS FOR TRACT 3089 AVILA RANCH PHASE 1
Adopt Resolution No. 11393 (2023 Series) entitled, “A Resolution of the City Council of the City of San Luis Obispo, California, accepting the completed Public Improvements for Tract 3089-1; certifying the completed Private Subdivision Improvements for Tract 3089-1; releasing the Securities for the completed portions of Tract 3089-1; and authorizing the Director of Public Works to release the remaining Securities once all Phase 1 Improvements are deemed complete” for the Avila Ranch Subdivision.

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3 5.e PARTIAL ACCEPTANCE OF PUBLIC IMPROVEMENTS FOR TRACT 3063 RIGHETTI RANCH PHASE 3 IN THE ORCUTT AREA SPECIFIC

PLAN (OASP)
Adopt Resolution No. 11394 (2023 Series) entitled, “A Resolution of the City Council of the City of San Luis Obispo, California, accepting the Public Improvements and certifying completion of the Private Improvements for Tract 3063 Righetti Ranch Phase 3 (3987 Orcutt Road),” releasing the securities for the completed portions, and authorizing the Director of Public Works to accept the remaining improvements and to release the remaining securities once the improvements are deemed complete.

5.f AUTHORIZE THE FIRE DEPARTMENT TO APPLY FOR WILDFIRE PREVENTION ACTIVITIES GRANT FUNDING THROUGH CAL FIRE’S

CALIFORNIA CLIMATE INVESTMENT WILDFIRE PREVENTION GRANT

PROGRAM AND PROVIDE A LETTER OF SUPPORT TO SLO COUNTY

FIRE SAFE COUNCIL

1. Authorize the Fire Department to apply for funding under Cal Fire’s CCI Wildfire Prevention Grant Program to conduct fire fuel reduction work, purchase specialized equipment, and complete a comprehensive update to the City’s Vegetation Management Plan; and

2. Adopt Resolution No. 11395 (2023 Series) entitled, “A Resolution of the City Council of the City of San Luis Obispo, California, authorizing the Fire Department to apply for the California Climate Investment’s Wildfire Prevention Grants Program and carry out project, if awarded”; and

3. Authorize the Fire Department to provide a letter of support to the SLO County Fire Safe Council to seek a planning project under the Cal Fire CCI Wildfire Prevention Grant Program that benefits the city; and

4. Authorize the City Manager, or their designee, to execute the grant documents and approve the budget changes necessary to
appropriate the grant amount upon notification that the grant has been awarded.

5.g AUTHORIZE THE FIRE DEPARTMENT TO PURCHASE A NEW TYPE 3

WILDLAND FIRE ENGINE
Approve the sole source purchase of a Type 3 Wildland fire Engine in the amount of $434,920.24

Page 13 of 403 ends

4 5.h ACCEPTANCE OF THE TRANSPORTATION DEVELOPMENT ACT AND FEDERAL SINGLE AUDITS FOR FISCAL YEAR 2021-22
Review and accept the Transportation Development Act and Federal Single Audits for Fiscal Year 2021-22.

5.i TERMINATION OF LOCAL EMERGENCY DECLARATION REGARDING THE COVID-19 PANDEMIC
Adopt Resolution No. 11396 (2023 Series) entitled, "A Resolution of the City Council of the City of San Luis Obispo, California, terminating the Declaration of a Local Emergency for the COVID-19 Pandemic effective February 28, 2023," which is concurrent with the termination of the State of Emergency by the Governor on February 28, 2023.

Pulled from Consent by Council Member Pease.

5.b MINUTES REVIEW - FEBRUARY 7, 2023 AND FEBRUARY 11, 2023

COUNCIL MINUTES
Motion By Vice Mayor Marx
Second By Council Member Shoresman
Approve the following minutes of the City Council:
 February 7, 2023 - Regular Meeting
 February 11, 2023 - Special Meeting for 2023 Goal Setting Workshop with the following edits:
o Housing/Homelessness - Collaborate with local non-profit partners, nongovernmental agencies, the county, the state, and federal governments to advocate for increased funding and programs and for all parties to collaborate to implement comprehensive and effective strategies to prevent and reduce homelessness.
o Change Housekey to Homekey.

Ayes (5): Council Member Francis, Council Member Pease, Council Member Shoresman, Vice Mayor Marx, and Mayor Stewart
CARRIED (5 to 0)

Page 14 of 403 ends

5 5.c PARTIAL COMPLETION OF SUBDIVISION IMPROVEMENTS FOR TRACT 3150, A MULTI-FAMILY CONDOMINIUM RESUBDIVISION OF LOTS 1 AND 2 OF TRACT 3096, SAN LUIS RANCH
Vice Mayor Marx declared a conflict on this item due to owning property in the San Luis Ranch Development.

Motion By Council Member Pease
Second By Mayor Stewart
Adopt Resolution No. 11392 (2023 Series) entitled, “A Resolution of the City Council of the City of San Luis Obispo, California, certifying the completed Private Subdivision Improvements for Tract 3150; releasing the Securities for the completed portions of Tract 3150; and authorizing the Director of Public Works to release the remaining Securities once all improvements are deemed complete” for Tract 3150, a multi-family condominium resubdivision of Lots 1 and 2 of Tract 3096, San Luis Ranch.

Ayes (4): Council Member Francis, Council Member Pease, Council Member Shoresman, and Mayor Stewart
Recused (1): Vice Mayor Marx
CARRIED (4 to 0)

6. PUBLIC HEARING AND BUSINESS ITEMS

6.a ADOPTION OF THE 2023 ACCESS AND PARKING MANAGEMENT
PLAN (Estimated Time: 120 minutes)
Public Works Director Matt Horn and Parking Program Manager Gaven Hussey provided an in-depth staff report and responded to Council questions.

Public Comments:

Russell Mills
Martha Miller
---End of Public Comment---

Page 15 of 403 ends

6 Motion By Council Member Francis
Second By Council Member Shoresman

1. Adopt Resolution 11397 (2023 Series) entitled, “A Resolution of the City Council of the City of San Luis Obispo, California, adopting the Access and Parking Management Plan: and

2. Authorize the Public Works Director, or their designee, to approve the development and implementation of a ‘locals’ incentive parking program that provides a limited continuation of the first hour free or similar benefit in the parking structures” with the following change:

Remove the word Implement in the title and in Section 3 of the Resolution and bring the "locals" incentive program back to the Council on Consent prior to implementation.

Ayes (5): Council Member Francis, Council Member Pease, Council Member Shoresman, Vice Mayor Marx, and Mayor Stewart
CARRIED (5 to 0)

7. LIAISON REPORTS AND COMMUNICATIONS
Council Member Shoresman provided an update from the Zone 9 meeting and SLO Climate Coalition meeting.

Council Member Francis provided an update on the CAPSLO meeting.

Vice Mayor Marx provided an update from the Policy Board for Central Coast Community Energy and from the IWMA meeting.

8. ADJOURNMENT
The meeting was adjourned at 9:55 p.m. The City Council will hold a Special Closed Session Meeting on Thursday, March 2, 2023 at 3:00 p.m. at City Hall, 990 Palm Street, San Luis Obispo.

The next Regular Meeting of the City Council will be held on March 7, 2023 at 5:30 p.m. in the Council Chambers at City Hall, 990 Palm Street, San Luis Obispo.

APPROVED BY COUNCIL: XX/XX/2023

Page 16 of 403 ends

Item 6c
Department: Utilities
Cost Center: 6003
For Agenda of: 3/7/2023
Placement: Consent
Estimated Time: N/A
FROM: Aaron Floyd, Utilities Director
Prepared By: Mychal Boerman, Utilities Deputy Director - Water Miguel Barcenas, Utilities Deputy Director-Engineering and Planning Shawna Scott, Utilities Special Projects Manager
SUBJECT: AUTHORIZE THE REPLACEMENT OF ACTIFLO MIXER GEARBOXES

AS PART OF WATER TREATMENT PLANT MAJOR FACILITY

MAINTENANCE

RECOMMENDATION

1. Approve the purchase and installation of replacement parts for the City’s Water Treatment Plant (WTP) Actiflo Mixer Gearboxes and authorize the City Manager to execute a Sole Source Purchase Agreement with MISCOwater in the amount of $500,322; and

2. Authorize the use of Water Fund Undesignated Capital for the purchase and installation of replacement parts for the City Water Treatment Plant Actiflo Mixers in the amount of $255,322, Specification No. 1000542-05; and

3. Find the project exempt from the California Environmental Quality Act (CEQA).

POLICY CONTEXT
The City Utilities Department is responsible for providing uninterrupted water service to the community, the California Polytechnic State University campus, and the San Luis Obispo County Regional Airport. This project will provide necessary facility maintenance including the purchase of replacement parts to continue providing water service the community and contract based customers.

DISCUSSION
Background
The City’s Water Treatment Plant (WTP) was originally constructed in 1961. In 1995, a significant upgrade to the plant was completed to meet changing water quality requirements. In April 2008, another major upgrade project was completed that replaced older equipment, added additional storage capacity for treated water, and enhanced treatment processes. The ongoing maintenance of the facilities and equipment at the WTP is necessary to prolong the useful life of the facilities and to ensure staff’s ability to operate the plant and treat water to state and federal standards.

Page 17 of 403 ends

Item 6c
Proposed Project
The City’s potable water is treated by a multi-step process including the mixing of aluminum sulfate (alum) and polymer flocculant1 with water to start a coagulation process.

The alum and polymers neutralize the electrical charges on the fine particles in the water, allowing them to coagulate into larger particles and clumps (flocculation process). The next step in the water treatment process is ballasted flocculation, which improves the settling properties of suspended solids by adding a weighting or ballast material, such as micro-sand. The settled material is then collected and processed to separate the undesirable solids for disposal and return the ballast material back into the treatment cycle.

The ballasted flocculation system at the City’s WTP is an Actiflo® system, which includes six Philadelphia mixer gearboxes. The gearboxes were installed during the 2008 upgrade project described above and have an expected lifespan of 15 to 20 years. During an annual maintenance review, the technician recommended replacement of the gearboxes because they are at the end of their useful life. Based on the age of the equipment, the gearboxes need to be replaced, as the coagulation process is critical for the treatment and disinfection of the City’s potable water. The proposed maintenance project includes the purchase and in-kind replacement of six Philadelphia mixer gearboxes, including the polymer mixing unit’s gears, bearings, associated equipment related to the coagulation system, and gear oil. An authorized and factory-trained technician will supervise installation of the equipment and perform a factory-approved start-up and testing to ensure successful replacement and operation. The purchase would be sole sourced, as explained further in the Fiscal Analysis, below.

Previous Council or Advisory Body Action
The purchase of replacement parts for the Actiflo® Mixers is included in the City’s 2021- 23 Financial Plan and Financial Plan Supplement.

Public Engagement
The Project has been identified as a priority project in the Financial Plan Capital Improvement Plan, which is available for public review.

CONCURRENCE
The City’s Finance Director concurs with the Utilities Department’s findings that the recommended purchase is consistent with required considerations for sole source purchasing. The project is consistent with the City’s Fiscal Health Contingency Plan because the equipment replacement is necessary to continue providing potable drinking water to City customers, an essential service of the City.

1 A polymer is a substance that has a molecular structure consisting predominantly or entirely of a large number of similar units bonded together. A flocculant is a substance that reacts with solids suspended in the water to form clumps (flocs).

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Item 6c

ENVIRONMENTAL REVIEW
The City prepared a Notice of Exemption for the Generator Project in accordance with the California Environmental Quality Act (CEQA) (Attachment A). The Project is categorically exempt from CEQA pursuant to CEQA Guidelines Section 15301 (Existing Facilities). The project qualifies for this exemption because it consists of the in-kind replacement of equipment at the Water Treatment Plant and would not increase the capacity of the existing facility.

FISCAL IMPACT
Budgeted: Yes Budget Year: 2022-23
Funding Identified: Yes
Fiscal Analysis:

Funding
Sources
Total Budget
Available
Current
Funding
Request
Remaining
Balance
Annual
Ongoing
Cost
Water Fund
CIP 1000542
$245,000 $245,000 $0 N/A
Undesignated
Capital
(Completed
Projects)
$1,412,903 $255,322 $1,157,581 N/A
Total $1,657,903 $500,322 $1,157,581 N/A
The purchase of replacement parts for the Actiflo® Mixers is included in the City’s 2021- 23 Financial Plan Supplement (Water Fund Capital Improvement Plan, Water Treatment Plant Major Facility Maintenance (Project No. 1000542-05). The Supplemental Budget document identifies a total of $245,0002for the project in fiscal year 2022-23, noting that an additional $75,000 will be recommended in the 2023-25 Financial Plan for further retrofits related to the polymer mixing system, for an estimated total of $320,000. Of this amount, $245,000 is identified in the City’s approved Financial Plan.

Due to escalating supply costs, equipment purchase and installation including freight delivery is estimated to be $416,935 (Attachment B, Sole Source Letter and Bid Estimate). Inclusive of a 20% contingency, the total project cost would be $500,322.

Therefore, an additional $255,322 is needed from the Water Fund, Undesignated Capital (Completed Projects) to fully fund the Project. The approximate current balance in Water Fund undesignated capital (funds remaining from completed projects) is $1,412,903.

2 The 2022-23 Financial Plan Supplement includes the original $35,000 identified in the 2021-23 Financial Plan and a supplemental $210,000 for the project, resulting in a total of $245,000.

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Item 6c
Estimated Construction Costs
Philadelphia Mixer Bearing Replacements $416,935
Contingency (20%) $83,387
Total Project Cost $500,322
Sole Source Justification
The City’s Municipal Code allows for sole source purchases under specific situations.

Municipal Code Section 3.24.060 dictates that certain acquisitions can be purchased from a single “sole-source” without engaging in bidding procedures. Staff must justify their solesource purchases through one of the following criteria as set forth in the Code:

A. When the amount to be expended is less than the bid requirement amount which shall be specified by resolution of the council;
B. When an emergency purchase is made to address a situation that creates an immediate and serious need for equipment, supplies, or services that cannot be met through normal purchasing procedures and where the lack of such equipment, supplies or services would seriously threaten the functioning of city government, the preservation of property, or the health or safety of any person; C. When the item(s) to be purchased can be obtained from only one vendor or supplier;
D. When supplies or equipment have been uniformly adopted in the city or otherwise standardized;
E. When the purchase will be made cooperatively with one, or more, other units of government, or from a local dealer within the city limits that can provide the same brand, model and configuration of item(s) identified in cooperative purchase agreement(s) at or below the cooperative purchasing net cost within the same terms and conditions;
F. When reasonably necessary for the preservation or protection of public peace, health, safety or welfare of persons or property; or
G. When, given the indeterminate nature of the city’s need, a request for proposal will result in a more favorable and efficient comparison of supplies, equipment and/or services.

This item qualifies as a sole source purchase under criteria C as the equipment needs to be replaced in-kind, Philadelphia Mixing Solutions, LLC is the only supplier of the necessary equipment, and there is only one company (MISCOwater) that is authorized by Philadelphia Mixing Solutions, LLC to sell parts and provide service in the regional area including San Luis Obispo.

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Item 6c

ALTERNATIVES
Deny or defer approval to purchase. The City Council may choose to deny or defer the approval to purchase the equipment. Staff does not recommend this alternative as the purchase and installation is needed to maintain equipment critical to the WTP’s potable water treatment process and compliance with state and federal drinking water standards.

ATTACHMENTS
A - WTP Actiflo Mixers Replacement Notice of Exemption
B - MISCOwater and Philadelphia Mixing Solutions Sole Source Letter and Bid Estimate C - Project Vicinity Map (Specification No. 1000542-05)

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Notice of Exemption
To: Office of Planning and Research From: City of San Luis Obispo 1400 Tenth Street, Room 121 Community Development Department Sacramento, CA 95814 919 Palm Street
San Luis Obispo, CA 93401-3249
County Clerk
County of San Luis Obispo Filing Not Required
1144 Monterey Street, Suite A
San Luis Obispo, CA 93408
Project Title: Water Treatment Plant Actiflo Mixers Replacement Spec. 1000542-05 Project Location: Stenner Canyon Water Treatment Plant
Project Location - City: Unincorporated, SLO County, CA Project Location - County: San Luis Obispo Description of Project: The proposed maintenance project includes the purchase and in-kind replacement of six Philadelphia mixer gearboxes, including the polymer mixing unit’s gears, bearings, associated equipment related to the coagulation system, and gear oil.

Name of Public Agency Approving the Project: City of San Luis Obispo Name of Person or Agency Carrying Out the Project: City of San Luis Obispo Exempt Status (check one):

Ministerial (Section 21080(b)(1); 15268;
Declared Emergency (Sec. 21080(b)(3); 15269(a));
Emergency Project (Sec. 21080(b)(4); 15269(b)(c)
Categorical Exemption. State type and section number: 15301, Class 1, Existing Facilities Statutory Exemptions. State code number:

Reasons why project is exempt:

The project qualifies for this exemption because it is a maintenance project and consists of the in-kind replacement of equipment at the Water Treatment Plant, and would not increase the capacity of the existing facility.

Lead Agency
Contact Person: Shawna Scott Area Code/Telephone/Ext. (805) 781-7176 If filed by applicant:

1. Attach certified document of exemption finding.

2. Has a notice of exemption been filed by the public agency approving the project? Yes No Signature:______________________________ Date: __February 7, 2023________________ By: Shawna Scott, Special Projects Manager ([email protected])

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Philadelphia Mixing Solutions LLC
Headquarters, Service & Technology Center
1221 East Main Street, Palmyra, PA 17078, USA
Service & Technology Center
7210 Harms Road, Houston, TX 77041, USA
+1 717-832-2800
www.philamixers.com
Mixing Solutions Limited
Venture House, Bone Lane
Newbury • Berkshire RG14 5SH, UK
+44 1635 275300
www.mixingsolutions.com
Philadelphia Mixing Solutions Asia Pvt Ltd.

EFC Offices Spaces LLP
Unit No. 2202 A, 2nd Floor
Rajiv Gandhi InfoTech Park, Phase 1
Hinjewadi Pune 411057. India
+91 22 6241 2008 /67732000
www.philamixers-asia.com
10/6/22
City of San Luis Obispo
879 Morro St
San Luis Obispo, CA 93401-7314
To whom it may concern,
Philadelphia Mixing Solutions, LLC. designs and manufactures equipment for the water and wastewater industries. All the equipment and components are specified according to each application per a set of specifications, tolerances, and standards. Philadelphia Mixing Solutions, LLC is the only supplier of its named equipment.

MISCOwater is Philadelphia Mixing Solutions’ sole authorized representative for products in the municipal water and wastewater industries for the state of California.

Regards,
Austin Bashline
Regional Sales Manager
717-679-7161
[email protected]

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ALBUQUERQUE AURORA FOOTHILL RANCH LAS VEGAS PLEASANTON TEMPE 27101 Burbank, Suite B ● Foothill Ranch, CA 92610 ● T 949-458-5555 ● F 949-458-5500 www.miscowater.com

Date: 02/01/2023
To: City of San Luis Obispo

Attn: Steve Dunton, WTP Chief Maintenance Technician.

Subject: Sole Source Turn-Key Proposal for replacement of (6) PHILADELPHIA MIXER GEARBOXES at WTP located at 1900 Stenner Creek Rd, San Luis Obispo, CA.

Proposal:

MISCOwater will provide a turn-key and sole source replacement of the existing (6) PHILADELPHIA MIXER GEARBOXES, Model Number 3855M, Reference Serial Numbers:
05DEJ0613, 05DEJ0614, 05DEJ0615, 05DEJ0616, 05DEO0617, 05DEO0618 according to the scope outlined in the following proposal:
• Provide and install OEM gearboxes and their high-speed mounting for 210TC Frame and output shaft. (Customer to reuse drive stand, motor, and wetted parts).
• Provide Authorized and Factory Trained Field Service Technician to supervise installation and perform factory approved start-up. (2 days). • Dispose of replaced gearboxes.
• Option A: Provide the factory recommended food grade gear oil* – price adder applies.

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Scope of proposal:
• MISCOwater will provide and install new PHILADELPIA MIXER GEARBOXES per the manufacturer’s guidelines.
• Remove and dispose of the (6) existing gearboxes.
• Disconnect and reconnect the existing (soft wired in conduit) electrical connection to the mixers.
• Provide a Factory Trained and Authorized Technician to observe and advise on the installation and perform the Factory approved Equipment Start-Up Service (2- days included).
• Provide a 1-year warranty on equipment and installation. • Option A: Provide (2) 55-gallon drums of Factory Recommended Food Grade Gear Oil. (*Each Mixer requires approximately (7) gallons of oil at start-up and then an oil change is required at 500 hours or 4 weeks of service, whichever comes first). • As the Sole Source and Authorized Representative for Philadelphia Mixers in California MISCOwater will provide a Sole Source Letter.

Excluded:

• Sales tax.
• Freight and Shipping.
• Permits, fees and or performance bonds if required.
• Any item / work not specifically named.
• Engineering Services, and or stamped engineering documents. • Seismic calculations.
• Concrete restoration.
• Hazardous material handling or disposal.
• Gear boxes are shipped without gear oil. Installation of the oil is not included in this proposal. We can perform this for an added cost if desired.

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Pricing:

MISCOwater proposes to offer this turn-key proposal for the price of:

Option A:
$369,980.00
Per Scope listed above.

Option B:
$11,955.00
Price adder to Supply recommended Food Grade Gear Oil.

Both Option A and B:
$381,935.00

• Estimated sales tax: add approximately $23,650.00 based on install location. • Estimated Freight: add approximately $7500.00.

Our proposal/quotation is valid to 03/31/2023.

About:

MISCOwater is a licensed General Contractor in the State of California and can offer this project on an installed, turn-key, and sole source basis as replacement in kind.

Founded in 1974, MISCOwater is a highly regarded manufacturer’s representative, equipment supplier and installation General Contractor with many successful direct to customer delivery projects completed.

We are licensed, bonded, and insured and will provide a Reference list upon request for your assurance and confidence in our ability to perform.

Additionally, MISCOwater employ’s a full-time professional Project Manager to oversee our direct to customer delivery projects.

Our Project Manager has more than a decade in the profession and has successfully managed and completed multimillion-dollar projects, including schools, prisons, and municipal water treatment projects. Page 28 of 403

Notes:

• The MISCOwater Standard Terms and Conditions apply to this proposal. Included herein.
• Freight and Shipping shall be Prepaid and Added (FSP-PPA), FOB Shipping Point from SPX Flow, Philadelphia Mixing Solutions, LLC to Customer Location. • The estimated time to shipment after a purchase order is received is 20-22 weeks. • We ask that the Customer drain the oil from the gear boxes the day before the start of our arrival. Disposal of the old/used gear oil is not included in the proposal. • The Customer should have a fork truck or boom truck to off load the equipment from the shipper.

Due to prevailing market conditions, it is difficult for MISCOwater and its sub-suppliers to ascertain cost and delivery time with certainty. As such, all prices and dates for execution/delivery are quoted by MISCOwater based on the costs and availability of materials and labor at the date of quotation. If the actual cost to MISCOwater of executing the order increases by more than 5% between the date of the quotation and the date of completion of the order, such increase shall be added to the price of the order. MISCOwater may also demonstrate such increase by applying a price index chosen by MISCOwater in good faith and applied to all or part of the price. Further, MISCOwater shall not be responsible for any delays beyond its reasonable control due to a shortage/lack of availability of materials including increased lead times by its sub-suppliers, staff shortages or transportation disruptions.

Regards,

Steve Wallace
Territory Sales Manager
MISCOwater
27101 Burbank, Suite B
Foothill Ranch, CA 92610
949-540-5806 mobile
[email protected]

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Rev. 06/07/2016
MISCOWATER – TW ASSOCIATES

TERMS & CONDITIONS OF SALE

1. ACCEPTANCE
When the Buyer signifies acceptance of this quotation by submission of a Purchase Order or signed MISCOWATER Quotation, it shall become a binding contract when accepted and signed by an authorized signer of the Seller (MISCOWATER). Any changes or amendments to this proposal made by the Buyer must have MISCOWATER’s approval in writing to become a part of this contract.

2. DELIVERY
Any shipment or delivery date recited represents our best estimate, but no liability, direct or indirect, is assumed by MISCOWATER for failure to ship or deliver on such dates. Unless otherwise directed, MISCOWATER shall have the right to make early or partial shipments and invoices covering the same to Buyer shall be due and payable in accordance with payment terms hereof. FOB shall be origin.

3. APPROVAL DRAWINGS
Any preliminary drawings or literature attached to our quotation are for illustration purposes only to show approximate arrangements. Specific drawings and submittal data will be furnished for approval as required after receipt and acceptance of the Buyer’s order. Fabrication of products or equipment ordered will not begin until approval and direction to proceed is received in writing.

4. PAYMENT
Payment terms, upon credit approval, are Net 30 Days from the date of each invoice issued for each partial or final shipment. Flowdown provisions are not accepted. Retention is not allowed. In the event any payment becomes past due, a charge of 1.5% will be assessed monthly.

5. TAXES AND BONDS
Taxes and bonds are NOT included in our pricing. Any applicable taxes or bonds will be added to the price and shown separately on each invoice.

6. CLAIMS AND BACKCHARGES
Buyer agrees to examine all materials immediately upon delivery and report to Seller (MISCOWATER) in writing any defects or shortages noted no later than 10 days following the date of receipt. The parties agree that if no such claim is made within said time, it shall be considered acceptable and in good order with respect to any defect or shortage which would have been revealed by such an inspection. In no event will MISCOWATER be responsible for any charge for modification, servicing, adjustment or for any other expense without written authorization from MISCOWATER prior to the performance of any such work.

7. SECURITY INTEREST & TITLE
Until all amounts due MISCOWATER have been paid in full, Seller shall retain a security interest in the product and have all rights of a secured party under the California Uniform Commercial Code, including the right to repossess the product or equipment without legal process.

8. WARRANTY
MISCOWATER warrants that the product furnished will be free from defects in material and workmanship when installed, operated and maintained under design conditions and in accordance with the manufacturer’s written instructions. Warranties will expire (18) months after shipment or twelve (12) months after start-up, whichever occurs first. Expandable items such as filter or scrubber media are excluded from this warranty.

THIS WARRANTY, INCLUDING THE STATED REMEDIES, IS EXPRESSLY MADE BY SELLER AND ACCEPTED BY PURCHASER IN LIEU OF ALL OTHER WARRANTIES. SELLER MAKES NO WARRANTIES, EXPRESSED OR IMPLIED, OF MERCHANTABILITY, FITNESS OR OTHERWISE, WHICH EXTEND BEYOND THE DESCRIPTION OF THE PRODUCT HEREIN. SELLER WILL NOT BE LIABLE FOR ANY CONSEQUENTIAL, INCIDENTAL OR LIQUIDATED

DAMAGES, AND IN NO EVENT SHALL BE LIABLE FOR ANY AMOUNT IN EXCESS OF THE PURCHASE PRICE OF THE PRODUCT PURCHASED ON THIS ORDER.

The foregoing is Seller’s only obligation and Buyer’s exclusive remedy for breach of warranty, and, except for gross negligence and willful misconduct, the foregoing is Buyer’s exclusive remedy against Seller for all claims arising hereunder or relating hereto. Buyer’s failure to submit a timely claim as provided shall specifically waive all claims for damages or other relief.

9. CANCELLATION
Should this order be cancelled, Buyer shall be obligated to pay for the level of work performed and products shipped. Work performed includes any engineering, calculations, preparation of submittals, drawings, and/or travel to job site in relation to this order.

10. FIELD WORK
Unless specifically stated on our quotation, installation, start-up service, supervision, operation and training are not included in our pricing of product.

11. COMPLETE AGREEMENT
These terms are intended by the parties as a final expression of their agreement and are intended also as a complete and exclusive statement of the terms of their agreement. No course or prior dealings between the parties and no usages of the trade shall be relevant to supplement or explain any term used in this agreement. This agreement supersedes all prior representations and agreements with respect to the matters set forth herein and may be modified only by a written agreement to and signed by each of the parties.

MISCOWATER: By:

Title: Title:

Date: Date:

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CHORRO/MURRAY/MEINECKE

SEWER REPLACEMENT PROJECT
1 OF 1
0 SCALE IN FEET
800

PROJECT

LOCATION
N

U P R R

FOOTHILL

CALIFORNIA
CHORRO
GRAND

CALIFORNIA

SANTA ROSA

JOHNSON
MARSH
PISMO

JOHNSON
BROAD
SOUTH

HIGUERA

MADONNA
PRADO
PRADO

TANK FARM
BROAD
LAUREL
ORCUTT

TANK FARM
ORCUTT
BROAD

SOUTH HIGUERA

LOS OSOS VALLEY ROAD
US HIGHWAY 101

CAL POLY

LAGUNA LAKE

STENNER
CREEK ROAD Project
Location 0 2000' 4000'
Water Treatment Plant
Actiflo Mixer/Bearing Gear Replacement

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City of San Luis Obispo, Council Memorandum
City of San Luis Obispo
Council Agenda Correspondence
DATE: March 7, 2023
TO: Mayor and Council
FROM: Matt Horn, Public Works Director
VIA: Derek Johnson, City Manager
SUBJECT: ITEM 6D - AWARD NORTH CHORRO NEIGHBORHOOD GREENWAY

STAFF AGENDA CORRESPONDENCE
The purpose of this agenda correspondence is to provide the Council with an update following the Revenue Enhancement Oversight Commission (REOC) meeting on March 1, 2023, as well as provide a response and clarification to questions received in regard to the North Chorro Neighborhood Greenway project.

Revenue Enhancement Oversight Commission (REOC) March 1, 2023 Meeting On March 1, 2023, City staff requested that the Revenue Enhancement Oversight Commission (REOC) consider making a recommendation to the City Council for the use $1.6 million of unassigned Local Revenue Measure (LRM) funds to be allocated to the North Chorro Neighborhood Greenway Project. REOC voted 2-1-1 (with one Member recused) against staff’s recommendation (Reference Attachment A – Draft Minutes from REOC March 1, 2023 Meeting).

Local Revenue Measure (LRM)
On November 2020, a ballot measure was passed by voters approving a general use tax to protect and maintain essential services and facilities. The ballot language included an illustrative list of general municipal purposes to which the revenue may be directed, as follows:

To protect City of San Luis Obispo’s financial stability; maintain fire/community safety, health emergency/disaster preparedness; protect creeks from pollution; address homelessness; keep public areas clean/ safe; retain local businesses; maintain youth/senior services, streets, open space/natural areas, and other general services.

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Item 6d: Award North Chorro Neighborhood Greenway Staff Agenda Correspondence Page 2 Purpose and Purview of Revenue Enhancement Oversight Commission (REOC) The REOC was established to provide transparency and maximize City accountability.

The purpose of the REOC is to review, report, and make budget recommendations directly to the City Council regarding the revenue and expenditures of the LRM funds1. In making its budget recommendations to the Council, the REOC takes into consideration the input provided by residents and community members, the community identified priorities for the community services and revenue measure, the major city goals established by the City Council, and the amount of LRM revenue available from past fiscal years and projected to be available during the next fiscal year, The REOC is a five-member advisory body. At the March 1, 2023, meeting, only four members were present. Due to a conflict of interest with the subject matter, Commissioner Skapinsky recused himself from this item. Only three commissioners were able to vote on this item and ultimately, the REOC voted 2-1-1 (with Commissioner Skapinsky recused) against staff’s recommendation. The Council is the final decision maker on all budget appropriations and the REOC’s input is advisory and the proposed funding is otherwise consistent both with the ballot language and the LRM priorities established by the REOC which are noted below.

Staff Recommendation
After careful consideration of the REOC’s recommendation, and related public input, City staff’s recommendation remains the same, that the City Council appropriate $1,600,000 in undesignated Local Revenue Measure fund balance to the project. Previously, the REOC supported $1.2 million of Local Revenue Measure funding towards to the project.

The North Chorro Neighborhood Greenway supports the Climate Action, Open Space, and Sustainable Transportation Major City Goals and is identified as a Tier 1 Project in the City’s Active Transportation Plan and is the product of years of public input, Council deliberation, and planning.

The requested use of Local Revenue Measure funding is consistent with the following LRM ballot measure language:
1 Municipal Code Section 2.14.010 The revenue enhancement oversight commission (REOC) is hereby established to review, report, and make recommendations regarding the use of revenues collected through the city’s voter-approved general purpose, one and one-half percent sales tax authorized by Chapter 3.15.

The REOC is authorized to review these tax revenues and expenditures, report on the city’s stewardship of this general purpose tax and provide recommendations directly to the city council regarding expenditures of these tax revenues as an integral part of the budget process. The establishment of the REOC shall be effective upon voter approval of a revenue enhancement measure to be proposed in November 2020 and shall continue in existence as long as Chapter 3.15, adopted by such measure, is in effect. (Ord. 1688 § 1, 2020; Ord. 1605 § 1 (part), 2014)

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Item 6d: Award North Chorro Neighborhood Greenway Staff Agenda Correspondence Page 3

1. Maintain community safety and keep public areas clean/safe: The project includes protected bike lanes and sidewalk repairs along the corridor to enhance pedestrian accessibility and safety, as well as cleaning debris and trash at the Chorro/Highway 101 underpass and installing new safety lighting and public art to increase comfort and safety for all roadway users, particularly those most vulnerable.

2. Maintain streets: The project includes necessary street maintenance (slurry sealing and roadway reconstruction), as well as curb ramp upgrades to enhance ADA and pedestrian accessibility, and new striping.

3. Protect creeks from pollution: The project includes storm water management features including bioretention, a bioswale, and storm drain inlet filters) that will help to replicate natural water systems to capture and filter/infiltrate stormwater before it reaches Stenner and Old Garden Creeks. Additionally, the project includes the replacement of a storm drainage facility at Chorro and Mill Street.

4. Maintain natural areas: The project includes 63 newly planted trees, which will fill the gaps in the mature canopy and enhance existing green spaces and streetscapes, helping the City meet its Climate Action goal of 10,000 new trees by 2035.

It is important to note, that the current budget (previously approved by Council and REOC) for the North Chorro Neighborhood Greenway project includes LRM funds in the amount of $2M.

Grant Stipulations
The City received $1.7M in Urban Greening Grant (UGG) funds from the California Natural Resources Agency (CNRA) to fund elements of the project that will result in a reduction of Green House Gas (GHG) emissions. Specifically, the items eligible for grant reimbursement include site preparation for and related to all greening elements, including new trees, landscaping and stormwater management facilities, and all work associated with constructing the bicycle facilities (class I, II, III and IV). Project elements specifically NOT eligible for reimbursement through the grant are curb ramps, sidewalks, crosswalk improvements and public art/enhancements to the Chorro /Hwy 101 undercrossing.

The agreement in place between the CNRA and the City identifies a Project Performance Period ending 3/1/2024. This date can, however, be amended with grant agency approval, but cannot extend past 3/1/2026. While minor adjustments to the grant scope are appropriate, major changes or reductions to project scope require approval by the grant agency and could jeopardize some or all of the grant funding.

The City also received a $200,000 Safe Routes to Schools (SRTS) Grant from SLOCOG, which contributes funds to the shared-use path connecting Ramona and Foothill Boulevard through an easement within the LDS Church property. Unless otherwise approved by SLOCOG, construction of the improvements must begin before the end of Fiscal Year 2022/23 in order to retain this grant funding.

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Item 6d: Award North Chorro Neighborhood Greenway Staff Agenda Correspondence Page 4 Estimated Savings to Remove Bikeway Features from “Middle” Segment During the project’s planning phase, several design alternatives were considered for the challenging “middle” segment of the greenway route between Lincoln Street and Ramona Drive. In addition to the protected bike lane alternative adopted by the City Council, which required partial removal of street parking, another alternative (“The Lincoln Street Alternative”) was previously considered as an option to retain existing street parking. This alternative included retaining a shared street design (bikes and autos share travel lanes) with traffic calming, guide signage, and pavement markings directing cyclists to follow a route utilizing Lincoln Street, Mission Street, and Broad Street through this “middle” segment. Staff has received questions from a few stakeholders asking how much the current project cost would be reduced if staff either (a) removed all bikeway elements from this “middle” segment, or (b) revisited the Lincoln Street Alternative. Without a detailed design for the Lincoln Street Alternative, it is difficult to provide a detailed cost estimate for that option. However, if all bicycle-related features included in the current construction plans along the “middle” segment of the route were removed from the project scope, including bike lane markings, signage, medians and planter boxes, the total construction cost would be reduced by approximately $300-500k. While this may appear as a savings, the bicycle facilities are directly funded by the Urban Greening Grant funds.

Thus, removal of these features would reduce project costs by $300K-$500K but could also result in a loss of $1.7M in grant funds.

Existing Roadway Users
Staff has received questions from a few residents about level of bicycle and pedestrian travel along the proposed greenway route. For reference, the following table summarizes the daily traffic volumes by mode recorded in spring of 2022. (Bike and pedestrian counts are typically collected via video recorded over two consecutive days.) Reference Attachment B for the detailed data collection sheets. Several questions and public inquires followed the placement of video cameras.

Bicycle Pedestrian Motor Vehicle
Chorro (Mission to Walnut) 206 286 5,306
Chorro (Walnut to Palm) 226 434 5,359
Broad (Ramona to Mission) 168 241 4,518
Collecting this data is consistent with performance monitoring required from the CNRA for use of the UGG funding. Additionally, this is consistent with the Performance Monitoring Program outlined in the Anholm Bikeway Plan which will also include data collection at 12- and 24-months post construction. These reports will be presented to the City Council as well as available to the public to monitor the impact of the improvements and whether they have created the outcomes and changes that promote a safer transportation corridor.

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Item 6d: Award North Chorro Neighborhood Greenway Staff Agenda Correspondence Page 5 Additional Alternatives
Should the City Council decide not to appropriate the requested $1.6M Local Revenue Measure funding, the following alternatives are available:

1. The City Council could approve the request to award the project, but instead of using LRM funding, could utilize $1.6M from the Infrastructure Investment Fund.

Staff does not recommend this alternative because the Infrastructure Investment Fund would need to be backfilled with the 2023-25 Financial Plan.

2. The City Council could direct staff to include a budget request for the $1.6M in the 2023-25 Financial Plan. Staff does not recommend this alternative. Though Council could still award the contract now, the project would not be fully funded unless additional funding is appropriated with the 2023-25 Financial Plan. This alternative would put the project at risk if sufficient funding is ultimately not appropriated, requiring contract termination and resulting in unfinished work, as well as jeopardizing $1.9M in grant funding, which would require repayment.

3. The City Council could direct staff to revise the project plans and rebid the project with the goal of reducing project cost. Staff does not recommend this alternative as it will likely take approximately nine months to complete this work, incur additional staff and consultant costs to fund the plan revisions and redirection of staff time from other program work, reduce the value of the funding that is currently appropriated to this project due to inflation and the fluctuating cost of construction environment. This alternative could also risk the $1.7M in grant funding, as the Urban Greening Grant specifically funds over $900k of the greening elements (trees, landscaping and stormwater management facilities), which would likely be the areas first reviewed to decrease project costs.

ATTACHMENTS
A - Draft Minutes from REOC March 1, 2023 Meeting
B - 2022 Pedestrian and Bicycle Counts

Page 37 of 403 ends

Revenue Enhancement Oversight Commission
Minutes - DRAFT
Wednesday, March 1, 2023
Regular Meeting of the Revenue Enhancement Oversight Commission

CALL TO ORDER
A Regular Meeting of the San Luis Obispo Revenue Enhancement Oversight Commission was called to order on Wednesday, March, 2023, at 5:10 pm by Chair Hamari.

ROLL CALL

Present: Commissioners Skapinsky, Ellwood, Bozzano (arrived at 5:14 pm, absent for item #1), and Chair Hamari

Absent: Commissioner Bozzano absent for Item # 1
Staff: Emily Jackson, Finance Director who also served as Recording Secretary Natalie Harnett, Principal Budget Analyst
Brian Nelson, Deputy Director of Public Works
Jennifer Rice, Transportation Planner/Engineer III
Greg Cleary, Capital Improvement Program Administrative Manager

PUBLIC COMMENT ITEMS NOT ON THE AGENDA
None.
--End of Public Comment--

APPROVAL OF MINUTES

1. Consideration of Minutes of the Regular Revenue Enhancement Oversight Commission Meeting of December 8, 2022.

ACTION: UPON MOTION BY COMMISSIONER ELLWOOD SECONDED BY COMMISSIONER SKAPINSKY, CARRIED 3-1-0, the Revenue Enhancement Oversight Commission approved the Minutes of the Regular Revenue Enhancement Oversight Commission Meeting of December 8, 2022, as presented.

BUSINESS ITEMS

2. Fiscal Year 2021-22 Annual Audit Review
The City’s Principal Budget Analyst, Natalie Harnett, provided a presentation and responded to Commissioner inquiries. No action was necessary on this item.

Page 38 of 403 ends

Public Comment
None
ACTION: No action needed on this item.

3. Proposed Allocation of Unassigned Local Revenue Measure Funds Commissioner Skapinsky recused himself from this item due to a conflict of interest.

Staff provided a presentation on the recommendation to the City Council the use of Local Revenue Measure unassigned fund balance for the North Chorro Neighborhood Greenway project.

Public Comment
Keith Gurney
ACTION: UPON MOTION BY COMMISSIONER BOZZANO, SECONDED BY COMMISIONER ELLWOOD, CARRIED 2-1-1 to not recommend to the City Council the use of unassigned Local Revenue Measure funds for the North Chorro Neighborhood Greenway project.

4. 2021-22 Draft Annual Community Report
The City’s Principal Budget Analyst, Natalie Harnett, provided a presentation and responded to Commissioner inquiries. No action was necessary on this item.

Public Comment
None
ACTION: No action needed on this item.

COMMENT AND DISCUSSION
Staff Updates – none
Commission Communications – none

ADJOURNMENT
The meeting was adjourned at 6:05 p.m to the next Regular Revenue Enhancement Oversight Commission meeting scheduled for March 30, 2023, in the Council Hearing Room, 990 Palm Street, San Luis Obispo, California.

APPROVED BY THE REVENUE ENHANCEMENT OVERSIGHT COMMISSION:

Page 39 of 403 ends

Average Daily Traffic Volumes
Prepared by: Field Data Services of Arizona, Inc.

CITY: San Luis Obispo PROJECT:
0:00 0 0 0 0 12:00 1 0 2 1
0:15 0 0 0 0 12:15 0 0 0 3
0:30 0 0 0 0 12:30 3 0 0 3
0:45 0 0 0 0 0000 12:45 1 5 1 1 2 4 1 8 18
1:00 0 0 0 0 13:00 0 2 0 1
1:15 0 0 0 0 13:15 1 2 0 0
1:30 0 0 0 0 13:30 2 0 0 2
1:45 0 0 0 0 0000 13:45 2 5 1 5 1 1 0 3 14
2:00 0 0 0 0 14:00 1 2 1 0
2:15 0 0 0 0 14:15 0 0 1 0
2:30 0 0 0 0 14:30 0 0 1 1
2:45 0 0 0 0 0000 14:45 3 4 1 3 1 4 0 1 12
3:00 0 0 0 0 15:00 0 1 1 1
3:15 0 0 0 0 15:15 0 0 1 2
3:30 0 0 0 0 15:30 0 0 0 1
3:45 0 0 0 0 0000 15:45 2 2 3 4 2 4 0 4 14
4:00 0 0 0 0 16:00 0 1 1 3
4:15 0 0 0 0 16:15 3 1 0 4
4:30 0 0 0 0 16:30 1 0 3 1
4:45 0 0 2 2 0000 2 16:45 2 6 1 3 0 4 8 16 29
5:00 0 0 0 0 17:00 2 1 3 3
5:15 0 0 2 0 17:15 2 3 1 1
5:30 0 0 0 0 17:30 1 1 2 3
5:45 0 0 0 0 0200 2 17:45 0 5 0 5 0 6 0 7 23
6:00 0 0 0 0 18:00 1 0 3 1
6:15 0 2 0 0 18:15 2 4 0 1
6:30 0 0 0 2 18:30 0 4 2 2
6:45 1 1 0 2 0002 5 18:45 3 6 1 9 1 6 0 4 25
7:00 0 1 0 0 19:00 1 3 0 0
7:15 0 1 0 3 19:15 0 1 1 2
7:30 0 2 0 2 19:30 3 0 0 0
7:45 1 1 0 4 1 1 0 5 11 19:45 1 5 0 4 0 1 1 3 13
8:00 0 2 1 0 20:00 0 0 0 0
8:15 4 2 4 0 20:15 0 0 1 0
8:30 0 1 0 0 20:30 0 0 0 0
8:45 1 5 1 6 1 6 0 0 17 20:45 0 0 0 00 1 0 0 1
9:00 1 0 1 0 21:00 1 0 1 0
9:15 3 1 0 1 21:15 0 2 0 2
9:30 0 0 1 0 21:30 0 0 0 0
9:45 4 8 0 1 2 4 0 1 14 21:45 0 1 0 20 1 1 3 7
10:00 0 1 5 2 22:00 0 0 0 0
10:15 1 0 0 1 22:15 0 0 0 0
10:30 1 2 0 1 22:30 0 0 0 0
10:45 0 2 0 3 1 6 0 4 15 22:45 0 0 0 00 0 0 0
11:00 0 0 0 1 23:00 0 0 0 0
11:15 3 1 0 2 23:15 0 0 0 0
11:30 2 0 0 3 23:30 0 0 0 0
11:45 0 5 0 1 0 0 1 7 13 23:45 0 0 0 00 0 0 0
Total Vol. 22 19 19 19 79 39 36 32 49 156
WS NB ES WS SB ES Combined
61 55 51 68 235
Split % 27.8% 24.1% 24.1% 24.1% 33.6% 25.0% 23.1% 20.5% 31.4% 66.4% Peak Hour 9:00 7:30 9:15 11:30 9:15 16:15 18:15 16:30 16:00 16:45 Volume 8 6 88 20 8127 16 34
P.H.F. 0.50 0.75 0.40 0.67 0.63 0.67 0.75 0.58 0.50 0.77 [email protected] Tell. 714 253 7888
West Side Walk East Side Walk West Side Walk East Side Walk West Side Walk East Side Walk West Side Walk Daily Totals
AM PM
Weather conditions: Sunny
DAY 1
AM Period
NB SB
PM Period
NB SB
East Side Walk
Volumes for: Tuesday, September 27, 2022 SC3406
Location: VADT27 Broad between Ramona and Mission, Lat: 35°17'28"N; Long: 120°40'18"W

PEDESTRIANS

Page 40 of 403 ends

Average Daily Traffic Volumes
Prepared by: Field Data Services of Arizona, Inc.

CITY: PROJECT:
0:00 0 0 0 0 12:00 0 0 0 1
0:15 0 0 0 0 12:15 0 1 0 2
0:30 0 0 0 0 12:30 1 2 1 1
0:45 0 0 0 0 0 0 00 12:45 2 3 0 3 3 4 2 6 16
1:00 0 0 0 0 13:00 1 1 0 1
1:15 0 0 0 0 13:15 1 2 1 0
1:30 0 0 0 0 13:30 3 0 0 1
1:45 0 0 0 0 0 0 00 13:45 1 6 1 4 0 1 1 3 14
2:00 0 0 0 0 14:00 1 2 1 0
2:15 0 0 0 0 14:15 0 0 2 1
2:30 0 0 0 0 14:30 1 1 1 0
2:45 0 0 0 0 0 0 00 14:45 2 4 0 3 1 5 1 2 14
3:00 0 0 0 0 15:00 1 0 3 0
3:15 0 0 0 0 15:15 0 2 0 1
3:30 0 0 0 0 15:30 1 1 1 2
3:45 0 0 0 0 0 0 00 15:45 1 3 1 4 0 4 1 4 15
4:00 0 0 0 0 16:00 2 1 2 5
4:15 0 0 0 0 16:15 1 2 2 1
4:30 0 0 0 0 16:30 2 1 1 3
4:45 0 0 0 0 0 0 00 16:45 1 6 0 4 3 8 4 13 31
5:00 2 0 0 0 17:00 2 2 1 2
5:15 0 0 2 0 17:15 0 2 2 4
5:30 0 0 0 0 17:30 1 0 0 1
5:45 0 2 0 0 0 2 00 4 17:45 1 4 1 5 1 4 1 8 21
6:00 1 1 0 0 18:00 0 1 1 2
6:15 1 0 0 0 18:15 3 3 4 1
6:30 0 0 0 1 18:30 2 2 1 1
6:45 1 3 1 2 0 0 12 7 18:45 1 6 2 8 0 6 2 6 26
7:00 0 0 0 0 19:00 1 1 1 1
7:15 2 2 0 2 19:15 1 2 2 0
7:30 0 1 1 0 19:30 2 1 0 0
7:45 0 2 1 4 1 2 2 4 12 19:45 0 4 0 4 1 4 0 1 13
8:00 1 1 3 1 20:00 1 0 0 0
8:15 2 3 2 0 20:15 0 0 0 0
8:30 1 0 1 0 20:30 1 0 0 0
8:45 0 4 1 5 0 6 1 2 17 20:45 1 3 1 12200 6
9:00 2 0 1 0 21:00 0 0 0 0
9:15 1 2 1 0 21:15 0 0 0 0
9:30 2 1 0 0 21:30 0 1 0 1
9:45 2 7 2 5 3 5 1 1 18 21:45 0 0 0 10001 2
10:00 0 0 2 1 22:00 1 0 1 0
10:15 1 0 1 3 22:15 0 0 0 0
10:30 0 1 1 1 22:30 0 0 0 0
10:45 1 2 1 2 0 4 1 6 14 22:45 0 1 0 00100 2
11:00 2 0 0 2 23:00 0 0 0 0
11:15 1 0 1 1 23:15 0 0 0 0
11:30 0 2 0 1 23:30 0 0 0 0
11:45 1 4 0 2 1 2 2 6 14 23:45 0 0 0 00000
Total Vol. 24 20 21 21 86 40 37 39 44 160
WS NB ES WS SB ES Combined
64 57 60 65 246
Split % 27.9% 23.3% 24.4% 24.4% 35.0% 25.0% 23.1% 24.4% 27.5% 65.0% Peak Hour 9:00 7:30 7:30 10:15 7:30 12:45 18:00 16:00 16:00 16:00 Volume 7 6 77 19 7 8 813 31
P.H.F. 0.88 0.50 0.58 0.58 0.68 0.63 0.67 0.67 0.65 0.78 [email protected] Tell. 714 253 7888
West Side Walk East Side Walk West Side Walk East Side Walk West Side Walk East Side Walk West Side Walk Daily Totals
AM PM
Weather conditions: Sunny
DAY 2
AM Period
NB SB
PM Period
NB SB
East Side Walk
Volumes for: Wednesday, September 28, 2022 San Luis Obispo ='PEDESTRIAN DAY1'!S1:U1 Location: VADT27 Broad between Ramona and Mission, Lat: 35°17'28"N; Long: 120°40'18"W

PEDESTRIANS

Page 41 of 403 ends

Average Daily Traffic Volumes
Prepared by: Field Data Services of Arizona, Inc.
& CITY: PROJECT:
0:00 0 0 0 0 12:00 1 0 11
0:15 0 0 0 0 12:15 0 1 03
0:30 0 0 0 0 12:30 2 1 12
0:45 0 0 00 0 0 00 12:45 2 4 1 2 3 4 2 7 17
1:00 0 0 0 0 13:00 1 2 0 1
1:15 0 0 0 0 13:15 1 2 1 0
1:30 0 0 0 0 13:30 3 0 0 2
1:45 0 0 00 0 0 00 13:45 2 6 1 5 1 1 1 3 14
2:00 0 0 0 0 14:00 1 2 1 0
2:15 0 0 0 0 14:15 0 0 2 1
2:30 0 0 0 0 14:30 1 1 1 1
2:45 0 0 00 0 0 00 14:45 3 4 1 3 1 5 1 2 13
3:00 0 0 0 0 15:00 1 1 2 1
3:15 0 0 0 0 15:15 0 1 1 2
3:30 0 0 0 0 15:30 1 1 1 2
3:45 0 0 00 0 0 00 15:45 2 3 2 4 1 4 1 4 15
4:00 0 0 0 0 16:00 1 1 2 4
4:15 0 0 0 0 16:15 2 2 1 3
4:30 0 0 0 0 16:30 2 1 2 2
4:45 0 0 11 0 0 00 1 16:45 2 6 1 4 2 6 6 15 30
5:00 1 0 0 0 17:00 2 2 2 3
5:15 0 0 2 0 17:15 1 3 2 3
5:30 0 0 0 0 17:30 1 1 1 2
5:45 0 1 00 0 2 00 3 17:45 1 5 1 5 1 5 1 8 22
6:00 1 1 0 0 18:00 1 1 2 2
6:15 1 1 0 0 18:15 3 4 2 1
6:30 0 0 0 2 18:30 1 3 2 2
6:45 1 2 12 0 0 12 6 18:45 2 6 2 9 1 6 1 5 26
7:00 0 1 0 0 19:00 1 2 1 1
7:15 1 2 0 3 19:15 1 2 2 1
7:30 0 2 1 1 19:30 3 1 0 0
7:45 1 2 1 4 1 2 1 5 12 19:45 1 5 0 4 1 3 1 2 13
8:00 1 2 2 1 20:00 1 0 0 0
8:15 3 3 3 0 20:15 0 0 1 0
8:30 1 1 1 0 20:30 1 0 0 0
8:45 1 5 1 6 1 6 1 1 17 20:45 12111 2 00 4
9:00 2 0 1 0 21:00 1 0 1 0
9:15 2 2 1 1 21:15 0 1 0 1
9:30 1 1 1 0 21:30 0 1 0 1
9:45 3 8 1 3 3 5 1 1 16 21:45 01020 1 12 5
10:00 0 1 4 2 22:00 1 0 1 0
10:15 1 0 1 2 22:15 0 0 0 0
10:30 1 2 1 1 22:30 0 0 0 0
10:45 1 2 1 3 1 5 1 5 15 22:45 01000 1 00 1
11:00 1 0 0 2 23:00 0 0 0 0
11:15 2 1 1 2 23:15 0 0 00
11:30 1 1 0 2 23:30 0 0 0 0
11:45 1 5 0 2 1 1 2 7 14 23:45 00000 0 00
Total Vol. 23 20 20 20 83 40 37 36 47 158
WS NB ES WS SB ES Combined
63 56 56 67 241
Split % 27.9% 23.6% 24.2% 24.2% 34.3% 25.0% 23.1% 22.5% 29.4% 65.7% Peak Hour 9:00 7:30 9:15 11:30 9:45 16:15 18:15 16:30 16:00 16:30 Volume 86 77 20 7 10 7 15 31
P.H.F. 0.63 0.60 0.50 0.70 0.70 0.81 0.71 0.88 0.60 0.82 Daily Totals
AM PM
[email protected] Tell. 714 253 7888
West Side WalkEast Side Walk West Side WalkEast Side WalkWest Side WalkEast Side Walk 2-DAY AVERAGE
AM Period
NB SB
PM Period
NB SB
West Side WalkEast Side Walk
Location: VADT27 Broad between Ramona and Mission, Lat: 35°17'28"N; Long: 120°40'18"W

Volumes for: Tuesday, September 27, 2022 San Luis Obispo SC3406 Wednesday, September 28, 2022

PEDESTRIANS

Page 42 of 403 ends

Average Daily Traffic Volumes
Prepared by: Field Data Services of Arizona, Inc.

CITY: San Luis Obispo PROJECT:
0:00 0 1 0 0 12:00 0 0 1 0
0:15 0 0 0 0 12:15 0 1 0 0
0:30 0 0 0 0 12:30 0 2 1 0
0:45 0 0 0 1 0000 1 12:45 0 0 3 60 2 0 0 8
1:00 0 0 0 0 13:00 0 2 1 0
1:15 0 0 0 0 13:15 0 1 2 0
1:30 0 0 0 0 13:30 0 2 2 0
1:45 0 0 0 0 0000 13:45 0 0 1 6 1 6 0 0 12
2:00 0 0 0 0 14:00 1 0 1 0
2:15 0 0 0 0 14:15 0 1 1 0
2:30 0 0 0 0 14:30 0 4 1 0
2:45 0 0 0 0 0000 14:45 0 1 5 10 4 7 0 0 18
3:00 0 0 0 0 15:00 0 0 2 0
3:15 0 0 0 0 15:15 0 0 1 0
3:30 0 0 0 0 15:30 0 1 0 0
3:45 0 0 0 0 0000 15:45 0 0 0 12 5 0 0 6
4:00 0 0 0 0 16:00 0 2 2 0
4:15 0 0 0 0 16:15 1 2 0 0
4:30 0 0 0 0 16:30 0 1 5 0
4:45 0 0 0 0 1100 1 16:45 0 1 3 8 1 8 0 0 17
5:00 0 0 0 0 17:00 0 5 2 0
5:15 0 0 0 0 17:15 0 3 0 0
5:30 0 0 0 0 17:30 0 4 2 0
5:45 0 0 0 0 0000 17:45 0 0 1 13 0 4 0 0 17
6:00 0 0 0 0 18:00 0 3 4 0
6:15 0 0 0 0 18:15 0 2 2 0
6:30 0 0 1 0 18:30 0 1 0 0
6:45 0 0 0 0 0100 1 18:45 0 0 0 6 0 6 0 0 12
7:00 0 1 1 0 19:00 0 1 0 0
7:15 0 2 1 0 19:15 0 1 1 0
7:30 0 1 1 0 19:30 0 0 0 0
7:45 0 0 3 7 5 8 0 0 15 19:45 0 0 0 20 1 0 0 3
8:00 0 4 1 0 20:00 0 0 0 0
8:15 0 2 5 0 20:15 0 1 1 0
8:30 0 1 3 0 20:30 0 2 4 0
8:45 0 0 1 8 1 10 0 0 18 20:45 0 0 1 4 1 6 0 0 10
9:00 0 0 0 0 21:00 0 0 0 0
9:15 0 0 6 0 21:15 0 0 1 0
9:30 0 1 3 0 21:30 0 0 0 0
9:45 0 0 2 3 2 11 0 0 14 21:45 0 0 0 00 1 0 0 1
10:00 0 0 0 0 22:00 0 0 0 0
10:15 0 1 0 0 22:15 0 1 0 0
10:30 0 0 2 0 22:30 0 1 0 0
10:45 0 0 1 2 0200 4 22:45 0 0 0 20 0 0 0 2
11:00 0 0 1 0 23:00 0 0 1 0
11:15 0 1 0 0 23:15 0 0 0 0
11:30 0 3 0 0 23:30 0 0 0 0
11:45 0 0 4 8 1 2 0 0 10 23:45 0 0 0 01 2 0 0 2
Total Vol. 29 35 64 258 48 108
WL NB EL WL SB EL Combined
2 87 83 172
Split % 45.3% 54.7% 37.2% 1.9% 53.7% 44.4% 62.8%
Peak Hour 7:15 7:45 7:45 13:15 16:45 15:45 16:15
Volume 10 14 24 115 9 20
P.H.F. 0.63 0.70 0.75 0.75 0.45 0.71
West Bike Lane East Bike Lane West Bike Lane East Bike Lane

NB SB NB SB
West Bike Lane East Bike Lane West Bike Lane East Bike Lane [email protected] Tell. 714 253 7888
Volumes for: Tuesday, September 27, 2022 SC3406
DAY 1
Daily Totals
AM PM
Location: VADT27 Broad between Ramona and Mission, Lat: 35°17'28"N; Long: 120°40'18"W

Weather conditions: Sunny
AM Period PM Period

BICYCLES

Page 43 of 403 ends

Average Daily Traffic Volumes
Prepared by: Field Data Services of Arizona, Inc.

CITY: PROJECT:
0:00 0 0 1 0 12:00 0 3 1 0
0:15 0 0 0 0 12:15 0 0 0 0
0:30 0 0 0 0 12:30 0 1 0 0
0:45 0 0 0 0 0 1 00 1 12:45 0 0 2 60100 7
1:00 0 0 0 0 13:00 0 4 3 0
1:15 0 0 0 0 13:15 0 0 0 0
1:30 0 0 0 0 13:30 0 1 1 0
1:45 0 0 0 0 0 0 00 13:45 0 0 1 6 1 5 0 0 11
2:00 0 0 0 0 14:00 0 2 2 0
2:15 0 0 0 0 14:15 0 1 0 0
2:30 0 0 0 0 14:30 1 3 3 0
2:45 0 0 0 0 0 0 00 14:45 0 1 3 9 1 6 0 0 16
3:00 0 0 0 0 15:00 0 3 4 0
3:15 0 0 0 0 15:15 0 1 0 0
3:30 0 0 0 0 15:30 0 0 1 0
3:45 0 0 0 0 0 0 00 15:45 0 0 2 6 1 6 0 0 12
4:00 0 0 0 0 16:00 0 0 2 0
4:15 0 0 0 0 16:15 0 3 1 0
4:30 0 0 0 0 16:30 0 0 2 0
4:45 0 0 0 0 0 0 00 16:45 0 0 2 5 3 8 0 0 13
5:00 0 0 0 0 17:00 0 4 1 0
5:15 0 0 0 0 17:15 0 4 2 0
5:30 0 0 0 0 17:30 0 1 1 0
5:45 0 0 0 0 0 0 00 17:45 0 0 3 12 1 5 0 0 17
6:00 0 0 0 0 18:00 0 2 2 0
6:15 0 0 0 0 18:15 0 4 3 0
6:30 0 1 0 0 18:30 0 0 1 0
6:45 0 0 0 1 0 0 00 1 18:45 0 0 1 7 0 6 0 0 13
7:00 0 2 2 0 19:00 0 0 1 0
7:15 0 1 0 0 19:15 0 1 0 0
7:30 0 2 3 0 19:30 0 1 1 0
7:45 0 0 2 7 2 7 0 0 14 19:45 0 0 0 20200 4
8:00 0 3 3 0 20:00 0 0 1 0
8:15 0 3 4 0 20:15 0 0 0 0
8:30 0 1 2 0 20:30 0 1 1 0
8:45 0 0 2 9 1 10 0 0 19 20:45 0 0 0 12400 5
9:00 0 2 2 0 21:00 0 1 2 0
9:15 0 1 3 0 21:15 0 0 0 0
9:30 0 0 4 0 21:30 0 0 0 0
9:45 0 0 1 4 1 10 0 0 14 21:45 0 0 0 10200 3
10:00 0 0 0 0 22:00 0 1 0 0
10:15 0 0 1 0 22:15 0 0 0 0
10:30 0 2 1 0 22:30 0 0 1 0
10:45 0 0 0 2 0 2 00 4 22:45 0 0 0 10100 2
11:00 0 0 1 0 23:00 0 0 0 0
11:15 0 2 0 0 23:15 0 0 0 0
11:30 0 2 2 0 23:30 0 0 0 0
11:45 0 0 1 5 0 3 00 8 23:45 0 0 0 00000
Total Vol. 28 33 61 156 46 103
WL NB EL WL SB EL Combined
1 84 79 164
Split % 45.9% 54.1% 37.2% 1.0% 54.4% 44.7% 62.8%
Peak Hour 7:30 7:30 7:30 13:45 17:00 14:15 14:15
Volume 10 12 22 112 8 19
P.H.F. 0.83 0.75 0.79 0.75 0.50 0.68
East Bike Lane West Bike Lane East Bike Lane
Weather conditions: Sunny
Volumes for: Wednesday, September 28, 2022 San Luis Obispo SC3406 Location: VADT27 Broad between Ramona and Mission, Lat: 35°17'28"N; Long: 120°40'18"W

Daily Totals
AM PM
[email protected] Tell. 714 253 7888
DAY 2
AM Period
NB SB
PM Period
NB SB
West Bike Lane East Bike Lane West Bike Lane East Bike Lane West Bike Lane

BICYCLES

Page 44 of 403 ends

Average Daily Traffic Volumes
Prepared by: Field Data Services of Arizona, Inc.
& CITY: PROJECT:
0:00 0 1 1 0 12:00 0 2 10
0:15 0 0 0 0 12:15 0 1 00
0:30 0 0 0 0 12:30 0 2 10
0:45 0 0 01 0 1 00 1 12:45 00360 2 00 8
1:00 0 0 0 0 13:00 0 3 2 0
1:15 0 0 0 0 13:15 0 1 1 0
1:30 0 0 0 0 13:30 0 2 2 0
1:45 0 0 00 0 0 00 13:45 0 0 1 6 1 6 0 0 12
2:00 0 0 0 0 14:00 1 1 2 0
2:15 0 0 0 0 14:15 0 1 1 0
2:30 0 0 0 0 14:30 1 4 2 0
2:45 0 0 00 0 0 00 14:45 0 1 4 10 3 7 0 0 17
3:00 0 0 0 0 15:00 0 2 3 0
3:15 0 0 0 0 15:15 0 1 1 0
3:30 0 0 0 0 15:30 0 1 1 0
3:45 0 0 00 0 0 00 15:45 00142 6 00 9
4:00 0 0 0 0 16:00 0 1 2 0
4:15 0 0 0 0 16:15 1 3 1 0
4:30 0 0 0 0 16:30 0 1 4 0
4:45 0 0 00 1 1 00 1 16:45 0 1 3 7 2 8 0 0 15
5:00 0 0 0 0 17:00 0 5 2 0
5:15 0 0 0 0 17:15 0 4 1 0
5:30 0 0 0 0 17:30 0 3 2 0
5:45 0 0 00 0 0 00 17:45 0 0 2 13 1 5 0 0 17
6:00 0 0 0 0 18:00 0 3 3 0
6:15 0 0 0 0 18:15 0 3 3 0
6:30 0 1 1 0 18:30 0 1 1 0
6:45 0 0 01 0 1 00 1 18:45 0 0 1 7 0 6 0 0 13
7:00 0 2 2 0 19:00 0 1 1 0
7:15 0 2 1 0 19:15 0 1 1 0
7:30 0 2 2 0 19:30 0 1 1 0
7:45 0 0 3 7 4 8 0 0 15 19:45 00020 2 00 4
8:00 0 4 2 0 20:00 0 0 1 0
8:15 0 3 5 0 20:15 0 1 1 0
8:30 0 1 3 0 20:30 0 2 3 0
8:45 0 0 2 9 1 10 0 0 19 20:45 00132 5 00 8
9:00 0 1 1 0 21:00 0 1 1 0
9:15 0 1 5 0 21:15 0 0 1 0
9:30 0 1 4 0 21:30 0 0 0 0
9:45 0 0 2 4 2 11 0 0 14 21:45 00010 2 00 2
10:00 0 0 0 0 22:00 0 1 0 0
10:15 0 1 1 0 22:15 0 1 0 0
10:30 0 1 2 0 22:30 0 1 1 0
10:45 0 0 12 0 2 00 4 22:45 00020 1 00 2
11:00 0 0 1 0 23:00 0 0 1 0
11:15 0 2 0 0 23:15 0 0 00
11:30 0 3 1 0 23:30 0 0 0 0
11:45 0 0 37 1 3 00 9 23:45 00001 1 00 1
Total Vol. 29 34 63 257 47 106
WL NB EL WL SB EL Combined
2 86 81 168
Split % 45.6% 54.4% 37.2% 1.4% 54.0% 44.5% 62.8%
Peak Hour 7:30 7:45 7:30 13:45 16:45 14:15 16:30
Volume 10 13 22 1 13 8 19
P.H.F. 0.71 0.69 0.79 0.25 0.72 0.67 0.79
2-DAY AVERAGE
Daily Totals
AM PM
Location: VADT27 Broad between Ramona and Mission, Lat: 35°17'28"N; Long: 120°40'18"W

AM Period
NB SB
PM Period
NB SB
West Bike LaneEast Bike Lane
[email protected] Tell. 714 253 7888
SC3406
Wednesday, September 28, 2022
Volumes for: Tuesday, September 27, 2022 San Luis Obispo West Bike LaneEast Bike Lane West Bike LaneEast Bike Lane West Bike Lane East Bike Lane

BICYCLES

Page 45 of 403 ends

Average Daily Traffic Volumes
Prepared by: Field Data Services of Arizona, Inc.

CITY: San Luis Obispo PROJECT:
0:00 0 0 0 0 12:00 0 1 2 0
0:15 0 0 0 0 12:15 0 0 2 0
0:30 0 0 1 0 12:30 0 0 0 0
0:45 0 0 0 0 0100 1 12:45 0 0 3 41 5 0 0 9
1:00 0 0 0 0 13:00 0 4 1 0
1:15 0 0 0 0 13:15 0 0 0 0
1:30 0 0 0 0 13:30 0 2 1 0
1:45 0 0 0 0 0000 13:45 0 0 2 8 4 6 0 0 14
2:00 0 0 0 0 14:00 0 2 1 0
2:15 0 0 1 0 14:15 0 1 0 0
2:30 0 0 0 0 14:30 0 1 0 0
2:45 0 0 0 0 0100 1 14:45 0 0 8 12 2 3 0 0 15
3:00 0 0 0 0 15:00 0 1 3 0
3:15 0 0 0 0 15:15 0 1 1 0
3:30 0 0 0 0 15:30 0 2 0 0
3:45 0 0 0 0 0000 15:45 0 0 2 6 0 4 0 0 10
4:00 0 0 0 0 16:00 0 3 3 0
4:15 0 0 0 0 16:15 0 3 3 0
4:30 0 0 0 0 16:30 0 3 2 0
4:45 0 0 0 0 0000 16:45 0 0 1 10 2 10 0 0 20
5:00 0 0 0 0 17:00 0 3 1 0
5:15 0 0 0 0 17:15 0 3 1 0
5:30 0 0 0 0 17:30 1 4 0 0
5:45 0 0 0 0 0000 17:45 0 1 2 12 2 4 0 0 17
6:00 0 0 0 0 18:00 0 1 6 0
6:15 0 0 0 0 18:15 0 2 2 0
6:30 1 0 0 0 18:30 0 0 2 0
6:45 0 1 1 1 1100 3 18:45 0 0 0 3 0 10 0 0 13
7:00 0 3 1 0 19:00 0 2 2 0
7:15 0 0 0 0 19:15 0 0 2 0
7:30 0 1 2 0 19:30 0 1 1 0
7:45 0 0 3 7 2 5 0 0 12 19:45 0 0 0 31 6 0 0 9
8:00 0 1 1 0 20:00 0 0 3 0
8:15 0 1 3 0 20:15 0 1 0 0
8:30 0 1 1 0 20:30 0 0 0 0
8:45 0 0 3 6 3 8 0 0 14 20:45 0 0 0 10 3 0 0 4
9:00 0 5 0 0 21:00 0 0 0 0
9:15 0 2 0 0 21:15 0 0 1 0
9:30 0 1 0 0 21:30 0 0 0 0
9:45 0 0 2 10 2 2 0 0 12 21:45 0 0 2 21 2 0 0 4
10:00 0 1 1 0 22:00 0 0 0 0
10:15 0 0 0 0 22:15 0 0 1 0
10:30 0 0 1 0 22:30 0 2 0 0
10:45 0 0 1 2 1300 5 22:45 0 0 0 20 1 0 0 3
11:00 0 1 0 0 23:00 0 1 0 0
11:15 0 2 1 0 23:15 0 1 0 0
11:30 0 3 1 0 23:30 0 1 0 0
11:45 0 0 3 9 2 4 0 0 13 23:45 0 0 1 40 0 0 0 4
Total Vol. 1 35 25 61 167 54 122
WL NB EL WL SB EL Combined
2 102 79 183
Split % 1.6% 57.4% 41.0% 33.3% 0.8% 54.9% 44.3% 66.7%
Peak Hour 5:45 8:30 7:30 8:15 16:45 14:00 17:45 16:00
Volume 1 11 8 17 112 12 20
P.H.F. 0.25 0.55 0.67 0.71 0.38 0.50 0.83
West Bike Lane East Bike Lane West Bike Lane East Bike Lane

NB SB NB SB
West Bike Lane East Bike Lane West Bike Lane East Bike Lane [email protected] Tell. 714 253 7888
Volumes for: Tuesday, April 19, 2022 SC3406
DAY 1
Daily Totals
AM PM
Location: VADT24 Chorro between Mission and Walnut, Lat: 35°16'52"N; Long: 120°39'50"W

Weather conditions: Sunny
AM Period PM Period

BICYCLES

Page 46 of 403 ends

Average Daily Traffic Volumes
Prepared by: Field Data Services of Arizona, Inc.

CITY: PROJECT:
0:00 0 0 0 0 12:00 0 2 1 0
0:15 0 0 1 0 12:15 0 0 0 0
0:30 0 1 0 0 12:30 0 1 1 1
0:45 0 0 0 1 0 1 00 2 12:45 0 0 2 51301 9
1:00 0 0 1 0 13:00 0 3 1 0
1:15 0 0 0 0 13:15 0 1 0 0
1:30 0 0 0 0 13:30 0 3 3 0
1:45 0 0 0 0 0 1 00 1 13:45 0 0 1 8 3 7 0 0 15
2:00 0 0 1 0 14:00 0 3 2 0
2:15 0 0 0 0 14:15 0 2 2 0
2:30 0 0 0 0 14:30 0 2 0 0
2:45 0 0 0 0 0 1 00 1 14:45 0 0 9 16 3 7 0 0 23
3:00 0 0 0 0 15:00 0 1 1 0
3:15 0 0 0 0 15:15 0 2 6 0
3:30 0 0 0 0 15:30 0 3 1 0
3:45 0 0 0 0 0 0 00 15:45 0 0 4 10 1 9 0 0 19
4:00 0 0 0 0 16:00 0 4 2 0
4:15 0 0 0 0 16:15 0 2 2 0
4:30 0 0 0 0 16:30 0 3 2 0
4:45 0 0 0 0 0 0 00 16:45 0 0 2 11 1 7 0 0 18
5:00 0 0 0 0 17:00 0 2 1 0
5:15 0 0 0 0 17:15 0 4 0 0
5:30 0 0 0 0 17:30 0 5 1 0
5:45 0 0 0 0 0 0 00 17:45 0 0 2 13 4 6 0 0 19
6:00 0 3 0 0 18:00 0 0 4 0
6:15 0 0 0 0 18:15 0 1 1 0
6:30 0 1 3 0 18:30 0 1 3 0
6:45 0 0 3 7 2 5 0 0 12 18:45 1 1 0 2 1 9 0 0 12
7:00 0 1 1 0 19:00 0 1 0 0
7:15 0 2 2 0 19:15 0 1 1 0
7:30 0 3 1 0 19:30 0 0 2 0
7:45 0 0 2 8 0 4 0 0 12 19:45 0 0 0 21400 6
8:00 0 4 2 0 20:00 0 1 0 0
8:15 0 3 1 0 20:15 0 0 2 0
8:30 0 3 4 0 20:30 0 1 0 0
8:45 0 0 3 13 1 8 0 0 21 20:45 0 0 0 21300 5
9:00 0 3 0 0 21:00 0 0 0 0
9:15 0 0 2 0 21:15 0 0 1 0
9:30 0 1 1 1 21:30 0 0 0 0
9:45 0 0 0 4 1 4 01 9 21:45 0 0 1 10100 2
10:00 0 7 1 0 22:00 0 0 0 0
10:15 0 5 2 0 22:15 0 1 2 0
10:30 0 1 2 0 22:30 0 0 0 0
10:45 1 1 8 21 1 6 0 0 28 22:45 0 0 0 10200 3
11:00 0 0 0 0 23:00 0 0 0 0
11:15 0 0 3 0 23:15 0 2 0 0
11:30 0 0 1 0 23:30 0 1 0 0
11:45 0 0 2 2 2 6 00 8 23:45 0 0 0 30000 3
Total Vol. 1 56 36 1 94 174 58 1 134
WL NB EL WL SB EL Combined
2 130 94 2 228
Split % 1.1% 59.6% 38.3% 1.1% 41.2% 0.7% 55.2% 43.3% 0.7% 58.8% Peak Hour 10:00 10:00 6:30 8:45 10:00 18:00 14:00 17:45 12:00 14:45 Volume 1 21 8 1 28 116 12 1 26
P.H.F. 0.25 0.66 0.67 0.25 0.70 0.44 0.75 0.25 0.54
East Bike Lane West Bike Lane East Bike Lane
Weather conditions: Sunny
Volumes for: Wednesday, April 20, 2022 San Luis Obispo SC3406 Location: VADT24 Chorro between Mission and Walnut, Lat: 35°16'52"N; Long: 120°39'50"W

Daily Totals
AM PM
[email protected] Tell. 714 253 7888
DAY 2
AM Period
NB SB
PM Period
NB SB
West Bike Lane East Bike Lane West Bike Lane East Bike Lane West Bike Lane

BICYCLES

Page 47 of 403 ends

Average Daily Traffic Volumes
Prepared by: Field Data Services of Arizona, Inc.
& CITY: PROJECT:
0:00 0 0 0 0 12:00 0 2 20
0:15 0 0 1 0 12:15 0 0 10
0:30 0 1 1 0 12:30 0 1 11
0:45 0 0 01 0 1 00 2 12:45 00351 4 01 9
1:00 0 0 1 0 13:00 0 4 1 0
1:15 0 0 0 0 13:15 0 1 0 0
1:30 0 0 0 0 13:30 0 3 2 0
1:45 0 0 00 0 1 00 1 13:45 0 0 2 8 4 7 0 0 15
2:00 0 0 1 0 14:00 0 3 2 0
2:15 0 0 1 0 14:15 0 2 1 0
2:30 0 0 0 0 14:30 0 2 0 0
2:45 0 0 00 0 1 00 1 14:45 0 0 9 14 3 5 0 0 19
3:00 0 0 0 0 15:00 0 1 2 0
3:15 0 0 0 0 15:15 0 2 4 0
3:30 0 0 0 0 15:30 0 3 1 0
3:45 0 0 00 0 0 00 15:45 0 0 3 8 1 7 0 0 15
4:00 0 0 0 0 16:00 0 4 3 0
4:15 0 0 0 0 16:15 0 3 3 0
4:30 0 0 0 0 16:30 0 3 2 0
4:45 0 0 00 0 0 00 16:45 0 0 2 11 2 9 0 0 19
5:00 0 0 0 0 17:00 0 3 1 0
5:15 0 0 0 0 17:15 0 4 1 0
5:30 0 0 0 0 17:30 1 5 1 0
5:45 0 0 00 0 0 00 17:45 0 1 2 13 3 5 0 0 18
6:00 0 2 0 0 18:00 0 1 5 0
6:15 0 0 0 0 18:15 0 2 2 0
6:30 1 1 2 0 18:30 0 1 3 0
6:45 0 1 24 2 3 00 8 18:45 1 1 0 3 1 10 0 0 13
7:00 0 2 1 0 19:00 0 2 1 0
7:15 0 1 1 0 19:15 0 1 2 0
7:30 0 2 2 0 19:30 0 1 2 0
7:45 0 0 3 8 1 5 0 0 12 19:45 00031 5 00 8
8:00 0 3 2 0 20:00 0 1 2 0
8:15 0 2 2 0 20:15 0 1 1 0
8:30 0 2 3 0 20:30 0 1 0 0
8:45 0 0 3 10 2 8 0 0 18 20:45 00021 3 00 5
9:00 0 4 0 0 21:00 0 0 0 0
9:15 0 1 1 0 21:15 0 0 1 0
9:30 0 1 1 1 21:30 0 0 0 0
9:45 0 0 1 7 2 3 0 1 11 21:45 00221 2 00 3
10:00 0 4 1 0 22:00 0 0 0 0
10:15 0 3 1 0 22:15 0 1 2 0
10:30 0 1 2 0 22:30 0 1 0 0
10:45 1 1 5 12 1 5 0 0 17 22:45 00020 2 00 3
11:00 0 1 0 0 23:00 0 1 0 0
11:15 0 1 2 0 23:15 0 2 00
11:30 0 2 1 0 23:30 0 1 0 0
11:45 0 0 3 6 2 5 0 0 11 23:45 00140 0 00 4
Total Vol. 1 46 31 1 78 171 56 1 128
WL NB EL WL SB EL Combined
2 116 87 1 206
Split % 1.3% 58.7% 39.4% 0.6% 37.7% 0.8% 55.1% 43.8% 0.4% 62.3% Peak Hour 5:45 10:00 8:00 8:45 8:00 16:45 14:00 17:45 12:00 14:45 Volume 1 12 8 1 18 1 14 12 1 22
P.H.F. 0.25 0.64 0.80 0.25 0.88 0.41 0.60 0.25 0.50
2-DAY AVERAGE
Daily Totals
AM PM
Location: VADT24 Chorro between Mission and Walnut, Lat: 35°16'52"N; Long: 120°39'50"W

AM Period
NB SB
PM Period
NB SB
West Bike LaneEast Bike Lane
[email protected] Tell. 714 253 7888
SC3406
Wednesday, April 20, 2022
Volumes for: Tuesday, April 19, 2022 San Luis Obispo
West Bike LaneEast Bike Lane West Bike LaneEast Bike Lane West Bike Lane East Bike Lane

BICYCLES

Page 48 of 403 ends

Average Daily Traffic Volumes
Prepared by: Field Data Services of Arizona, Inc.

CITY: San Luis Obispo PROJECT:
0:00 0 0 0 0 12:00 2 0 2 0
0:15 0 0 0 0 12:15 2 3 2 0
0:30 0 0 0 0 12:30 0 1 0 1
0:45 0 0 0 0 0000 12:45 0 4 3 7 0 4 0 1 16
1:00 0 0 0 0 13:00 1 0 0 0
1:15 0 0 0 0 13:15 0 2 3 0
1:30 0 0 0 0 13:30 1 0 6 3
1:45 0 0 0 0 0000 13:45 1 3 2 4 2 11 1 4 22
2:00 0 0 0 0 14:00 0 1 3 2
2:15 0 0 0 0 14:15 5 0 0 0
2:30 0 0 0 0 14:30 1 1 1 0
2:45 0 0 0 0 0000 14:45 0 6 1 3 0 4 0 2 15
3:00 0 0 0 0 15:00 3 0 0 0
3:15 0 0 0 0 15:15 0 2 3 0
3:30 0 0 0 0 15:30 1 2 2 1
3:45 0 0 0 0 0000 15:45 5 9 4 8 0 5 1 2 24
4:00 0 0 0 0 16:00 3 1 2 2
4:15 0 0 0 0 16:15 3 1 0 0
4:30 0 0 0 0 16:30 4 1 0 1
4:45 0 0 0 0 0000 16:45 0 10 1 4 1 3 0 3 20
5:00 0 0 0 0 17:00 1 1 1 0
5:15 0 0 0 0 17:15 2 1 5 1
5:30 0 0 0 0 17:30 1 0 1 1
5:45 0 0 0 0 0000 17:45 1 5 2 4 0 7 1 3 19
6:00 0 0 0 1 18:00 0 2 1 0
6:15 0 0 0 0 18:15 3 1 3 0
6:30 1 0 0 0 18:30 0 6 4 0
6:45 1 2 2 2 1112 7 18:45 2 5 3 12 3 11 4 4 32
7:00 0 3 0 0 19:00 2 3 1 3
7:15 1 0 1 0 19:15 1 1 2 2
7:30 1 1 0 2 19:30 0 0 0 1
7:45 0 2 0 4 1 2 0 2 10 19:45 0 3 0 4 0 3 0 6 16
8:00 0 1 1 1 20:00 0 0 0 0
8:15 2 1 0 1 20:15 0 1 0 0
8:30 1 0 1 0 20:30 0 0 0 0
8:45 4 7 2 4 4 6 2 4 21 20:45 0 0 0 10 0 0 0 1
9:00 0 0 1 0 21:00 0 0 0 0
9:15 0 2 0 0 21:15 1 0 0 0
9:30 2 0 0 2 21:30 0 0 0 0
9:45 2 4 0 2 1 2 0 2 10 21:45 0 1 0 00 0 0 0 1
10:00 0 1 0 1 22:00 0 0 0 0
10:15 1 0 3 4 22:15 1 0 0 0
10:30 1 0 0 0 22:30 0 0 0 0
10:45 1 3 3 4 1 4 0 5 16 22:45 0 1 0 00 0 0 0 1
11:00 1 2 6 1 23:00 0 0 0 0
11:15 1 1 4 1 23:15 0 0 0 0
11:30 0 0 3 0 23:30 0 0 0 0
11:45 2 4 0 3 0 13 1 3 23 23:45 0 0 0 00 0 0 0
Total Vol. 22 19 28 18 87 47 47 48 25 167
WS NB ES WS SB ES Combined
69 66 76 43 254
Split % 25.3% 21.8% 32.2% 20.7% 34.3% 28.1% 28.1% 28.7% 15.0% 65.7% Peak Hour 8:00 6:45 10:45 9:30 10:45 15:45 18:15 13:15 18:45 18:15 Volume 7 6 14 7 25 15 13 14 10 38
P.H.F. 0.44 0.50 0.58 0.44 0.63 0.70 0.54 0.58 0.63 0.79 [email protected] Tell. 714 253 7888
West Side Walk East Side Walk West Side Walk East Side Walk West Side Walk East Side Walk West Side Walk Daily Totals
AM PM
Weather conditions: Sunny
DAY 1
AM Period
NB SB
PM Period
NB SB
East Side Walk
Volumes for: Tuesday, April 19, 2022 SC3406
Location: VADT24 Chorro between Mission and Walnut, Lat: 35°16'52"N; Long: 120°39'50"W

Page 49 of 403 ends

Average Daily Traffic Volumes
Prepared by: Field Data Services of Arizona, Inc.

CITY: PROJECT:
0:00 0 0 0 0 12:00 3 1 1 0
0:15 0 0 0 0 12:15 1 2 0 0
0:30 0 0 0 0 12:30 0 0 1 0
0:45 0 0 0 0 0 0 00 12:45 0 4 4 7 0 2 2 2 15
1:00 0 0 0 0 13:00 1 1 1 0
1:15 0 0 0 0 13:15 0 1 2 1
1:30 0 0 0 0 13:30 1 0 5 2
1:45 0 0 0 0 0 0 00 13:45 0 2 2 4 3 11 1 4 21
2:00 0 0 0 0 14:00 0 3 1 1
2:15 0 0 0 0 14:15 0 3 1 1
2:30 0 0 0 0 14:30 6 1 0 2
2:45 0 0 0 0 0 0 00 14:45 5 11 0 7 4 6 3 7 31
3:00 0 0 0 0 15:00 1 1 2 3
3:15 0 0 0 0 15:15 6 0 5 0
3:30 0 0 0 0 15:30 3 3 4 2
3:45 0 0 0 0 0 0 00 15:45 0 10 0 4 0 11 5 10 35
4:00 0 0 0 0 16:00 4 2 3 2
4:15 0 0 0 0 16:15 2 0 0 0
4:30 0 0 0 0 16:30 4 1 1 0
4:45 0 0 0 0 0 0 00 16:45 1 11 0 3 0 4 1 3 21
5:00 0 0 0 0 17:00 0 2 2 0
5:15 0 0 0 0 17:15 2 0 3 0
5:30 0 0 0 0 17:30 1 1 0 1
5:45 0 0 1 1 0 0 00 1 17:45 1 4 2 5 1 6 1 2 17
6:00 0 2 0 1 18:00 0 3 2 0
6:15 0 4 2 2 18:15 2 0 3 1
6:30 1 3 2 1 18:30 3 5 2 3
6:45 3 4 1 10 2 6 1 5 25 18:45 0 5 4 12 4 11 0 4 32
7:00 1 0 0 2 19:00 3 2 2 3
7:15 2 0 0 0 19:15 2 2 0 3
7:30 3 1 1 0 19:30 0 0 1 0
7:45 2 8 2 3 4 5 3 5 21 19:45 1 6 0 4 0 3 0 6 19
8:00 2 0 2 1 20:00 0 0 0 0
8:15 0 2 3 4 20:15 0 0 0 1
8:30 2 1 1 0 20:30 0 1 0 0
8:45 1 5 2 5 1 7 0 5 22 20:45 0 0 0 11101 3
9:00 2 1 1 2 21:00 0 0 0 0
9:15 6 0 0 0 21:15 0 0 0 0
9:30 2 2 3 0 21:30 0 0 0 0
9:45 1 11 2 5 0 4 2 4 24 21:45 0 0 0 00000
10:00 2 1 1 0 22:00 0 0 0 0
10:15 0 1 3 1 22:15 0 0 0 0
10:30 2 4 0 2 22:30 0 0 0 0
10:45 3 7 1 7 0 4 2 5 23 22:45 0 0 0 00000
11:00 2 0 1 0 23:00 0 0 0 0
11:15 0 1 0 0 23:15 0 0 0 0
11:30 1 0 1 1 23:30 0 0 0 0
11:45 0 3 0 1 1 3 01 8 23:45 0 0 0 00000
Total Vol. 38 32 29 25 124 53 47 55 39 194
WS NB ES WS SB ES Combined
91 79 84 64 318
Split % 30.6% 25.8% 23.4% 20.2% 39.0% 27.3% 24.2% 28.4% 20.1% 61.0% Peak Hour 8:30 5:45 7:30 7:30 7:30 14:30 18:30 14:45 15:00 14:45 Volume 11 10 10 8 30 18 13 15 10 42
P.H.F. 0.46 0.63 0.63 0.50 0.68 0.54 0.65 0.75 0.50 0.88 [email protected] Tell. 714 253 7888
West Side Walk East Side Walk West Side Walk East Side Walk West Side Walk East Side Walk West Side Walk Daily Totals
AM PM
Weather conditions: Sunny
DAY 2
AM Period
NB SB
PM Period
NB SB
East Side Walk
Volumes for: Wednesday, April 20, 2022 San Luis Obispo SC3406 Location: VADT24 Chorro between Mission and Walnut, Lat: 35°16'52"N; Long: 120°39'50"W

Page 50 of 403 ends

Average Daily Traffic Volumes
Prepared by: Field Data Services of Arizona, Inc.
& CITY: PROJECT:
0:00 0 0 0 0 12:00 3 1 20
0:15 0 0 0 0 12:15 2 3 10
0:30 0 0 0 0 12:30 0 1 11
0:45 0 0 00 0 0 00 12:45 0 4 4 7 0 3 1 2 16
1:00 0 0 0 0 13:00 1 1 1 0
1:15 0 0 0 0 13:15 0 2 3 1
1:30 0 0 0 0 13:30 1 0 6 3
1:45 0 0 00 0 0 00 13:45 1 3 2 4 3 11 1 4 22
2:00 0 0 0 0 14:00 0 2 2 2
2:15 0 0 0 0 14:15 3 2 1 1
2:30 0 0 0 0 14:30 4 1 1 1
2:45 0 0 00 0 0 00 14:45 3 9 1 5 2 5 2 5 23
3:00 0 0 0 0 15:00 2 1 1 2
3:15 0 0 0 0 15:15 3 1 4 0
3:30 0 0 0 0 15:30 2 3 3 2
3:45 0 0 00 0 0 00 15:45 3 10 2 6 0 8 3 6 30
4:00 0 0 0 0 16:00 4 2 3 2
4:15 0 0 0 0 16:15 3 1 0 0
4:30 0 0 0 0 16:30 4 1 1 1
4:45 0 0 00 0 0 00 16:45 1 11 1 4 1 4 1 3 21
5:00 0 0 0 0 17:00 1 2 2 0
5:15 0 0 0 0 17:15 2 1 4 1
5:30 0 0 0 0 17:30 1 1 1 1
5:45 0 0 11 0 0 00 1 17:45 1 5 2 5 1 7 1 3 18
6:00 0 1 0 1 18:00 0 3 2 0
6:15 0 2 1 1 18:15 3 1 3 1
6:30 1 2 1 1 18:30 2 6 3 2
6:45 2 3 2 6 2 4 1 4 16 18:45 1 5 4 12 4 11 2 4 32
7:00 1 2 0 1 19:00 3 3 2 3
7:15 2 0 1 0 19:15 2 2 1 3
7:30 2 1 1 1 19:30 0 0 1 1
7:45 1 5 1 4 3 4 2 4 16 19:45 1 5 0 4 0 3 0 6 18
8:00 1 1 2 1 20:00 0 0 0 0
8:15 1 2 2 3 20:15 0 1 0 1
8:30 2 1 1 0 20:30 0 1 0 0
8:45 3 6 2 5 3 7 1 5 22 20:45 00011 1 01 2
9:00 1 1 1 1 21:00 0 0 0 0
9:15 3 1 0 0 21:15 1 0 0 0
9:30 2 1 2 1 21:30 0 0 0 0
9:45 2 8 1 4 1 3 1 3 17 21:45 01000 0 00 1
10:00 1 1 1 1 22:00 0 0 0 0
10:15 1 1 3 3 22:15 1 0 0 0
10:30 2 2 0 1 22:30 0 0 0 0
10:45 2 5 2 6 1 4 1 5 20 22:45 01000 0 00 1
11:00 2 1 4 1 23:00 0 0 0 0
11:15 1 1 2 1 23:15 0 0 00
11:30 1 0 2 1 23:30 0 0 0 0
11:45 1 4 0 2 1 8 1 2 16 23:45 00000 0 00
Total Vol. 30 26 29 22 106 50 47 52 32 181
WS NB ES WS SB ES Combined
80 73 80 54 286
Split % 28.4% 24.2% 27.0% 20.4% 36.9% 27.7% 26.0% 28.5% 17.7% 63.1% Peak Hour 8:45 6:15 10:45 7:30 10:15 15:45 18:30 13:15 18:30 18:15 Volume 97 86 23 13 13 13 9 38
P.H.F. 0.71 0.81 0.57 0.60 0.88 0.79 0.59 0.57 0.75 0.82 Daily Totals
AM PM
[email protected] Tell. 714 253 7888
West Side WalkEast Side Walk West Side WalkEast Side WalkWest Side WalkEast Side Walk 2-DAY AVERAGE
AM Period
NB SB
PM Period
NB SB
West Side WalkEast Side Walk
Location: VADT24 Chorro between Mission and Walnut, Lat: 35°16'52"N; Long: 120°39'50"W

Volumes for: Tuesday, April 19, 2022 San Luis Obispo SC3406 Wednesday, April 20, 2022

Page 51 of 403 ends

Average Daily Traffic Volumes
Prepared by: Field Data Services of Arizona, Inc.

CITY: San Luis Obispo PROJECT:
0:00 0 0 0 0 12:00 0 2 1 0
0:15 0 0 0 0 12:15 0 0 1 0
0:30 0 0 0 1 12:30 0 1 0 0
0:45 0 0 0 0 0001 1 12:45 0 0 2 51 3 0 0 8
1:00 0 0 0 0 13:00 0 2 1 0
1:15 0 0 0 0 13:15 0 0 1 0
1:30 0 0 0 0 13:30 0 4 1 0
1:45 0 0 0 0 0000 13:45 0 0 1 7 3 6 0 0 13
2:00 0 0 0 0 14:00 0 4 0 0
2:15 0 0 1 0 14:15 0 0 5 0
2:30 0 0 0 0 14:30 0 3 6 0
2:45 0 0 0 0 0100 1 14:45 0 0 1 8 1 12 0 0 20
3:00 0 0 0 0 15:00 1 3 1 0
3:15 0 0 0 0 15:15 0 1 1 0
3:30 0 0 0 0 15:30 0 3 0 0
3:45 0 0 0 0 0000 15:45 0 1 6 13 0 2 0 0 16
4:00 0 0 0 0 16:00 0 4 1 0
4:15 0 0 0 0 16:15 0 1 2 0
4:30 0 0 0 0 16:30 0 5 1 0
4:45 0 0 0 0 0011 1 16:45 0 0 6 16 1 5 0 0 21
5:00 0 0 0 0 17:00 0 2 0 0
5:15 0 0 0 0 17:15 0 2 4 0
5:30 0 0 0 0 17:30 0 2 4 0
5:45 0 0 0 0 0000 17:45 0 0 1 7 2 10 0 0 17
6:00 0 0 0 0 18:00 0 2 2 0
6:15 0 0 0 0 18:15 0 1 2 0
6:30 0 0 1 0 18:30 0 5 3 0
6:45 0 0 0 0 1211 3 18:45 0 0 1 9 0 7 0 0 16
7:00 0 3 1 0 19:00 0 2 1 0
7:15 0 0 1 0 19:15 0 1 1 0
7:30 0 0 5 0 19:30 0 1 1 0
7:45 0 0 2 5 4 11 0 0 16 19:45 0 0 3 7 0 3 0 0 10
8:00 0 2 3 1 20:00 0 0 2 0
8:15 0 2 0 0 20:15 0 2 1 0
8:30 1 3 2 0 20:30 0 0 0 0
8:45 0 1 1 8 1 6 0 1 16 20:45 0 0 1 30 3 0 0 6
9:00 0 1 0 0 21:00 0 0 1 0
9:15 0 1 1 0 21:15 0 0 0 0
9:30 0 2 2 1 21:30 0 1 3 0
9:45 0 0 0 4 3 6 0 1 11 21:45 0 0 1 21 5 0 0 7
10:00 0 3 3 0 22:00 0 1 3 0
10:15 0 1 2 0 22:15 0 0 0 0
10:30 0 1 1 0 22:30 0 0 0 0
10:45 0 0 4 9 0 6 0 0 15 22:45 0 0 1 20 3 0 0 5
11:00 0 8 0 0 23:00 0 0 0 1
11:15 0 1 1 0 23:15 0 0 0 0
11:30 0 0 1 1 23:30 0 0 0 0
11:45 0 0 2 11 2 4 0 1 16 23:45 0 0 0 00 0 0 1 1
Total Vol. 1 37 36 6 80 179 59 1 140
WL NB EL WL SB EL Combined
2 116 95 7 220
Split % 1.3% 46.3% 45.0% 7.5% 36.4% 0.7% 56.4% 42.1% 0.7% 63.6% Peak Hour 7:45 10:15 7:15 7:45 14:15 15:45 13:45 22:15 13:45 Volume 1 14 13 1 20 116 14 1 22
P.H.F. 0.25 0.44 0.65 0.25 0.83 0.67 0.58 0.25 0.61
[email protected] Tell. 714 253 7888
Volumes for: Tuesday, April 05, 2022 SC3406
DAY 1
Daily Totals
AM PM
Location: VADT25 Chorro between Walnut and Palm, Lat: 35°16'53"N; Long: 120°39'51"W

Weather conditions: Sunny
AM Period PM Period
West Bike Lane East Bike Lane West Bike Lane East Bike Lane

NB SB NB SB
West Bike Lane East Bike Lane West Bike Lane East Bike Lane

BICYCLES

Page 52 of 403 ends

Average Daily Traffic Volumes
Prepared by: Field Data Services of Arizona, Inc.

CITY: PROJECT:
0:00 0 0 0 0 12:00 0 2 3 0
0:15 0 1 0 0 12:15 0 1 4 0
0:30 0 0 0 0 12:30 0 1 0 0
0:45 1 1 0 1 0 0 00 2 12:45 0 0 2 6 2 9 0 0 15
1:00 0 1 0 0 13:00 0 1 0 0
1:15 0 0 0 0 13:15 0 2 1 0
1:30 0 0 0 0 13:30 0 2 4 0
1:45 0 0 0 1 0 0 00 1 13:45 0 0 1 6 1 6 0 0 12
2:00 0 0 0 0 14:00 0 2 5 0
2:15 0 0 0 0 14:15 0 1 1 0
2:30 0 0 0 0 14:30 1 0 2 0
2:45 0 0 0 0 0 0 00 14:45 0 1 2 5 2 10 1 1 17
3:00 0 0 0 0 15:00 0 4 1 0
3:15 0 0 0 0 15:15 0 2 2 0
3:30 0 0 0 0 15:30 0 4 1 0
3:45 0 0 0 0 0 0 00 15:45 0 0 3 13 2 6 0 0 19
4:00 0 0 0 0 16:00 0 5 0 0
4:15 0 0 1 0 16:15 0 2 1 0
4:30 0 0 0 0 16:30 0 4 2 0
4:45 0 0 0 0 0 1 00 1 16:45 0 0 2 13 0 3 0 0 16
5:00 0 0 0 0 17:00 0 3 1 0
5:15 0 0 0 0 17:15 0 1 3 0
5:30 0 0 0 0 17:30 0 3 2 1
5:45 0 0 0 0 0 0 00 17:45 0 0 2 9 4 10 0 1 20
6:00 0 1 0 0 18:00 0 1 3 0
6:15 0 0 1 0 18:15 0 4 3 0
6:30 0 1 0 0 18:30 0 3 2 0
6:45 0 0 0 2 2 3 00 5 18:45 0 0 2 10 1 9 0 0 19
7:00 0 0 1 0 19:00 1 1 2 0
7:15 0 2 0 0 19:15 0 0 2 0
7:30 0 3 5 0 19:30 0 2 0 0
7:45 0 0 1 6 5 11 0 0 17 19:45 0 1 0 31500 9
8:00 0 1 1 0 20:00 0 1 1 0
8:15 0 2 2 0 20:15 0 1 0 0
8:30 0 1 1 0 20:30 0 1 1 0
8:45 0 0 0 4 6 10 0 0 14 20:45 0 0 2 51300 8
9:00 0 2 1 0 21:00 0 1 2 1
9:15 0 1 2 1 21:15 0 1 0 0
9:30 0 1 1 0 21:30 0 2 0 0
9:45 0 0 3 7 1 5 0 1 13 21:45 0 0 0 41301 8
10:00 0 0 1 0 22:00 0 0 2 0
10:15 0 2 2 0 22:15 0 1 0 0
10:30 0 3 1 0 22:30 0 0 0 0
10:45 0 0 1 6 3 7 0 0 13 22:45 0 0 0 10200 3
11:00 0 1 4 0 23:00 0 0 0 1
11:15 0 6 0 0 23:15 0 0 0 0
11:30 0 3 0 0 23:30 0 1 0 0
11:45 0 0 2 12 2 6 0 0 18 23:45 0 0 0 10001 2
Total Vol. 1 39 43 1 84 276 66 4 148
WL NB EL WL SB EL Combined
3 115 109 5 232
Split % 1.2% 46.4% 51.2% 1.2% 36.2% 1.4% 51.4% 44.6% 2.7% 63.8% Peak Hour 11:15 7:30 8:30 7:30 13:45 15:15 17:15 14:00 17:30 Volume 1 13 13 1 20 114 12 1 23
P.H.F. 0.25 0.54 0.65 0.25 0.63 0.70 0.75 0.25 0.82
Daily Totals
AM PM
[email protected] Tell. 714 253 7888
DAY 2
AM Period
NB SB
PM Period
NB SB
West Bike Lane East Bike Lane West Bike Lane East Bike Lane West Bike Lane Volumes for: Wednesday, April 06, 2022 San Luis Obispo SC3406 Location: VADT25 Chorro between Walnut and Palm, Lat: 35°16'53"N; Long: 120°39'51"W

East Bike Lane West Bike Lane East Bike Lane
Weather conditions: Sunny

BICYCLES

Page 53 of 403 ends

Average Daily Traffic Volumes
Prepared by: Field Data Services of Arizona, Inc.
& CITY: PROJECT:
0:00 0 0 0 0 12:00 0 2 20
0:15 0 1 0 0 12:15 0 1 30
0:30 0 0 0 1 12:30 0 1 00
0:45 1 1 01 0 0 01 2 12:45 0 0 2 6 2 6 0 0 12
1:00 0 1 0 0 13:00 0 2 1 0
1:15 0 0 0 0 13:15 0 1 1 0
1:30 0 0 0 0 13:30 0 3 3 0
1:45 0 0 01 0 0 00 1 13:45 0 0 1 7 2 6 0 0 13
2:00 0 0 0 0 14:00 0 3 3 0
2:15 0 0 1 0 14:15 0 1 3 0
2:30 0 0 0 0 14:30 1 2 4 0
2:45 0 0 00 0 1 00 1 14:45 0 1 2 7 2 11 1 1 19
3:00 0 0 0 0 15:00 1 4 1 0
3:15 0 0 0 0 15:15 0 2 2 0
3:30 0 0 0 0 15:30 0 4 1 0
3:45 0 0 00 0 0 00 15:45 0 1 5 13 1 4 0 0 18
4:00 0 0 0 0 16:00 0 5 1 0
4:15 0 0 1 0 16:15 0 2 2 0
4:30 0 0 0 0 16:30 0 5 2 0
4:45 0 0 00 0 1 11 1 16:45 0 0 4 15 1 4 0 0 19
5:00 0 0 0 0 17:00 0 3 1 0
5:15 0 0 0 0 17:15 0 2 4 0
5:30 0 0 0 0 17:30 0 3 3 1
5:45 0 0 00 0 0 00 17:45 0 0 2 8 3 10 0 1 19
6:00 0 1 0 0 18:00 0 2 3 0
6:15 0 0 1 0 18:15 0 3 3 0
6:30 0 1 1 0 18:30 0 4 3 0
6:45 0 0 01 2 3 11 4 18:45 0 0 2 10 1 8 0 0 18
7:00 0 2 1 0 19:00 1 2 2 0
7:15 0 1 1 0 19:15 0 1 2 0
7:30 0 2 5 0 19:30 0 2 1 0
7:45 0 0 2 6 5 11 0 0 17 19:45 0 1 2 5 1 4 0 0 10
8:00 0 2 2 1 20:00 0 1 2 0
8:15 0 2 1 0 20:15 0 2 1 0
8:30 1 2 2 0 20:30 0 1 1 0
8:45 0 1 1 6 4 8 0 1 15 20:45 00241 3 00 7
9:00 0 2 1 0 21:00 0 1 2 1
9:15 0 1 2 1 21:15 0 1 0 0
9:30 0 2 2 1 21:30 0 2 2 0
9:45 0 0 2 6 2 6 0 1 12 21:45 00131 4 01 8
10:00 0 2 2 0 22:00 0 1 3 0
10:15 0 2 2 0 22:15 0 1 0 0
10:30 0 2 1 0 22:30 0 0 0 0
10:45 0 0 3 8 2 7 0 0 14 22:45 00120 3 00 4
11:00 0 5 2 0 23:00 0 0 0 1
11:15 0 4 1 0 23:15 0 0 00
11:30 0 2 1 1 23:30 0 1 0 0
11:45 0 0 2 12 2 5 0 1 17 23:45 00010 0 01 2
Total Vol. 1 38 40 4 82 278 63 3 144
WL NB EL WL SB EL Combined
3 116 102 6 226
Split % 1.2% 46.3% 48.2% 4.3% 36.3% 1.0% 53.8% 43.4% 1.7% 63.7% Peak Hour 10:30 7:30 8:45 7:30 14:15 15:45 17:15 22:15 17:45 Volume 1 13 13 1 20 1 15 12 1 20
P.H.F. 0.25 0.69 0.63 0.50 0.75 0.25 0.83 0.86 0.25 0.77 [email protected] Tell. 714 253 7888
SC3406
Wednesday, April 06, 2022
Volumes for: Tuesday, April 05, 2022 San Luis Obispo
West Bike LaneEast Bike Lane West Bike LaneEast Bike Lane West Bike Lane East Bike Lane 2-DAY AVERAGE
Daily Totals
AM PM
Location: VADT25 Chorro between Walnut and Palm, Lat: 35°16'53"N; Long: 120°39'51"W

AM Period
NB SB
PM Period
NB SB
West Bike LaneEast Bike Lane

BICYCLES

Page 54 of 403 ends

Average Daily Traffic Volumes
Prepared by: Field Data Services of Arizona, Inc.

CITY: San Luis Obispo PROJECT:
0:00 0 1 0 0 12:00 4 2 2 0
0:15 0 0 0 0 12:15 2 4 4 5
0:30 0 0 0 0 12:30 1 1 2 5
0:45 0 0 0 1 0000 1 12:45 0 7 1 8 0 8 0 10 33
1:00 0 1 0 0 13:00 0 3 3 0
1:15 0 0 0 0 13:15 0 1 1 1
1:30 0 0 0 0 13:30 0 1 4 4
1:45 0 0 0 1 0000 1 13:45 0 0 1 6 3 11 1 6 23
2:00 0 0 0 0 14:00 3 0 2 1
2:15 0 0 0 0 14:15 0 1 8 0
2:30 0 0 0 0 14:30 3 0 1 2
2:45 0 0 0 0 0000 14:45 0 6 1 2 1 12 2 5 25
3:00 0 0 0 1 15:00 4 6 1 1
3:15 0 0 0 0 15:15 6 5 0 3
3:30 0 0 0 0 15:30 2 3 4 2
3:45 0 0 0 0 0001 1 15:45 1 13 5 19 3 8 3 9 49
4:00 0 0 0 0 16:00 3 2 2 2
4:15 0 0 0 0 16:15 4 3 7 1
4:30 0 0 0 0 16:30 2 0 5 2
4:45 0 0 0 0 0000 16:45 1 10 2 7 2 16 2 7 40
5:00 0 0 1 0 17:00 4 2 0 7
5:15 0 0 0 0 17:15 0 6 3 1
5:30 0 0 0 0 17:30 0 6 3 0
5:45 0 0 0 0 0100 1 17:45 1 5 5 19 2 8 3 11 43
6:00 0 1 0 0 18:00 3 4 1 2
6:15 0 0 1 1 18:15 2 1 2 2
6:30 1 0 0 2 18:30 2 3 2 0
6:45 0 1 0 1 0125 8 18:45 5 12 2 10 0 5 2 6 33
7:00 2 1 2 0 19:00 2 3 6 1
7:15 0 0 0 2 19:15 0 2 1 1
7:30 1 1 1 2 19:30 2 1 1 2
7:45 0 3 0 2 1 4 0 4 13 19:45 0 4 0 6 1 9 2 6 25
8:00 0 0 1 1 20:00 4 0 4 1
8:15 3 2 1 2 20:15 0 3 0 0
8:30 1 0 3 3 20:30 1 0 2 0
8:45 0 4 0 2 4 9 2 8 23 20:45 0 5 0 3 0 6 0 1 15
9:00 0 2 2 0 21:00 0 0 0 0
9:15 3 1 0 1 21:15 0 3 1 0
9:30 1 0 5 3 21:30 0 0 0 1
9:45 2 6 2 5 0 7 0 4 22 21:45 2 2 0 30 1 0 1 7
10:00 2 0 3 0 22:00 0 0 6 0
10:15 2 1 7 1 22:15 0 1 0 0
10:30 4 1 3 0 22:30 1 0 0 0
10:45 0 8 1 3 2 15 3 4 30 22:45 4 5 1 2 1 7 0 0 14
11:00 0 5 2 0 23:00 1 0 0 0
11:15 3 4 3 4 23:15 0 0 0 0
11:30 2 2 1 1 23:30 0 3 0 0
11:45 2 7 2 13 2 8 0 5 33 23:45 3 4 0 30 0 1 1 8
Total Vol. 29 28 45 31 133 73 88 91 63 315
WS NB ES WS SB ES Combined
102 116 136 94 448
Split % 21.8% 21.1% 33.8% 23.3% 29.7% 23.2% 27.9% 28.9% 20.0% 70.3% Peak Hour 11:15 11:00 9:30 11:45 11:45 14:30 17:15 13:30 16:15 15:00 Volume 11 13 15 10 38 13 21 17 12 49
P.H.F. 0.69 0.65 0.54 0.50 0.63 0.69 0.88 0.53 0.43 0.88 Volumes for: Tuesday, April 05, 2022 SC3406
Location: VADT25 Chorro between Walnut and Palm, Lat: 35°16'53"N; Long: 120°39'51"W

Weather conditions: Sunny
DAY 1
AM Period
NB SB
PM Period
NB SB
East Side Walk
[email protected] Tell. 714 253 7888
West Side Walk East Side Walk West Side Walk East Side Walk West Side Walk East Side Walk West Side Walk Daily Totals
AM PM

Page 55 of 403 ends

Average Daily Traffic Volumes
Prepared by: Field Data Services of Arizona, Inc.

CITY: PROJECT:
0:00 0 0 0 0 12:00 2 1 3 2
0:15 4 5 0 0 12:15 2 5 0 0
0:30 0 0 0 0 12:30 1 0 1 4
0:45 0 4 2 7 0 0 0 0 11 12:45 0 5 5 11 4 8 0 6 30
1:00 0 0 0 0 13:00 3 1 3 0
1:15 0 1 0 0 13:15 5 5 3 0
1:30 0 0 0 0 13:30 2 1 1 1
1:45 0 0 0 1 0 0 00 1 13:45 0 10 2 9 2 9 1 2 30
2:00 0 0 0 0 14:00 0 3 1 1
2:15 0 0 0 0 14:15 2 4 4 2
2:30 0 0 0 0 14:30 0 0 5 1
2:45 0 0 0 0 0 0 00 14:45 0 2 1 8 1 11 3 7 28
3:00 0 1 0 0 15:00 3 1 0 1
3:15 0 0 0 0 15:15 1 1 0 1
3:30 0 0 0 0 15:30 1 2 2 1
3:45 0 0 0 1 0 0 00 1 15:45 2 7 3 7 2 4 1 4 22
4:00 0 0 0 0 16:00 1 4 3 3
4:15 0 0 0 0 16:15 3 2 4 2
4:30 0 0 0 0 16:30 1 1 1 1
4:45 0 0 0 0 0 0 00 16:45 2 7 3 10 3 11 3 9 37
5:00 0 0 0 0 17:00 3 1 1 5
5:15 0 0 0 0 17:15 1 4 2 2
5:30 0 0 0 0 17:30 0 5 1 1
5:45 0 0 0 0 0 0 00 17:45 0 4 4 14 0 4 2 10 32
6:00 0 1 1 2 18:00 2 3 2 1
6:15 0 1 0 1 18:15 1 2 1 3
6:30 2 0 0 0 18:30 3 1 0 1
6:45 0 2 0 2 1 2 03 9 18:45 2 8 1 7 1 4 1 6 25
7:00 1 0 2 1 19:00 1 2 4 2
7:15 0 3 1 0 19:15 1 1 2 1
7:30 0 1 2 0 19:30 1 2 3 1
7:45 2 3 0 4 1 6 0 1 14 19:45 2 5 1 6 0 9 1 5 25
8:00 0 1 1 3 20:00 3 1 1 2
8:15 0 1 3 1 20:15 2 2 2 1
8:30 1 0 0 0 20:30 0 1 1 0
8:45 3 4 2 4 1 5 2 6 19 20:45 1 6 0 4 1 5 0 3 18
9:00 0 0 6 2 21:00 0 1 1 1
9:15 3 1 1 1 21:15 1 2 0 0
9:30 1 0 2 1 21:30 0 1 2 0
9:45 0 4 1 2 4 13 1 5 24 21:45 1 2 1 5 1 4 0 1 12
10:00 0 0 0 0 22:00 1 1 3 1
10:15 2 2 2 0 22:15 0 0 2 0
10:30 2 3 2 3 22:30 2 2 1 0
10:45 0 4 0 5 1 5 0 3 17 22:45 3 6 0 3 0 6 1 2 17
11:00 0 3 7 5 23:00 2 0 0 0
11:15 1 3 2 4 23:15 1 1 0 0
11:30 0 2 3 4 23:30 0 0 1 0
11:45 2 3 4 12 2 14 0 13 42 23:45 1 4 0 10100 6
Total Vol. 24 38 45 31 138 66 85 76 55 282
WS NB ES WS SB ES Combined
90 123 121 86 420
Split % 17.4% 27.5% 32.6% 22.5% 32.9% 23.4% 30.1% 27.0% 19.5% 67.1% Peak Hour 8:30 11:00 11:00 10:45 11:00 12:45 17:15 13:45 16:15 16:00 Volume 7 12 14 13 42 10 16 12 11 37
P.H.F. 0.58 0.75 0.50 0.65 0.70 0.65 0.80 0.60 0.55 0.84 Volumes for: Wednesday, April 06, 2022 San Luis Obispo SC3406 Location: VADT25 Chorro between Walnut and Palm, Lat: 35°16'53"N; Long: 120°39'51"W

Weather conditions: Sunny
DAY 2
AM Period
NB SB
PM Period
NB SB
East Side Walk
[email protected] Tell. 714 253 7888
West Side Walk East Side Walk West Side Walk East Side Walk West Side Walk East Side Walk West Side Walk Daily Totals
AM PM

Page 56 of 403 ends

Average Daily Traffic Volumes
Prepared by: Field Data Services of Arizona, Inc.
& CITY: PROJECT:
0:00 0 1 0 0 12:00 3 2 31
0:15 2 3 0 0 12:15 2 5 23
0:30 0 0 0 0 12:30 1 1 25
0:45 0 2 14 0 0 00 6 12:45 0 6 3 10 2 8 0 8 32
1:00 0 1 0 0 13:00 2 2 3 0
1:15 0 1 0 0 13:15 3 3 2 1
1:30 0 0 0 0 13:30 1 1 3 3
1:45 0 0 01 0 0 00 1 13:45 0 5 2 8 3 10 1 4 27
2:00 0 0 0 0 14:00 2 2 2 1
2:15 0 0 0 0 14:15 1 3 6 1
2:30 0 0 0 0 14:30 2 0 3 2
2:45 0 0 00 0 0 00 14:45 0 4 1 5 1 12 3 6 27
3:00 0 1 0 1 15:00 4 4 1 1
3:15 0 0 0 0 15:15 4 3 0 2
3:30 0 0 0 0 15:30 2 3 3 2
3:45 0 0 01 0 0 01 1 15:45 2 10 4 13 3 6 2 7 36
4:00 0 0 0 0 16:00 2 3 3 3
4:15 0 0 0 0 16:15 4 3 6 2
4:30 0 0 0 0 16:30 2 1 3 2
4:45 0 0 00 0 0 00 16:45 2 9 3 9 3 14 3 8 39
5:00 0 0 1 0 17:00 4 2 1 6
5:15 0 0 0 0 17:15 1 5 3 2
5:30 0 0 0 0 17:30 0 6 2 1
5:45 0 0 00 0 1 00 1 17:45 1 5 5 17 1 6 3 11 38
6:00 0 1 1 1 18:00 3 4 2 2
6:15 0 1 1 1 18:15 2 2 2 3
6:30 2 0 0 1 18:30 3 2 1 1
6:45 0 2 02 1 2 14 9 18:45 4 10 2 9 1 5 2 6 29
7:00 2 1 2 1 19:00 2 3 5 2
7:15 0 2 1 1 19:15 1 2 2 1
7:30 1 1 2 1 19:30 2 2 2 2
7:45 1 3 0 3 1 5 0 3 14 19:45 1 5 1 6 1 9 2 6 25
8:00 0 1 1 2 20:00 4 1 3 2
8:15 2 2 2 2 20:15 1 3 1 1
8:30 1 0 2 2 20:30 1 1 2 0
8:45 2 4 1 3 3 7 2 7 21 20:45 1 6 0 4 1 6 0 2 17
9:00 0 1 4 1 21:00 0 1 1 1
9:15 3 1 1 1 21:15 1 3 1 0
9:30 1 0 4 2 21:30 0 1 1 1
9:45 1 5 2 4 2 10 1 5 23 21:45 2 2 1 4 1 3 0 1 10
10:00 1 0 2 0 22:00 1 1 5 1
10:15 2 2 5 1 22:15 0 1 1 0
10:30 3 2 3 2 22:30 2 1 1 0
10:45 0 6 1 4 2 10 2 4 24 22:45 4 6 1 3 1 7 1 1 16
11:00 0 4 5 3 23:00 2 0 0 0
11:15 2 4 3 4 23:15 1 1 00
11:30 1 2 2 3 23:30 0 2 1 0
11:45 2 5 3 13 2 11 0 9 38 23:45 24020 1 11 7
Total Vol. 27 33 45 31 136 70 87 84 59 299
WS NB ES WS SB ES Combined
96 120 129 90 434
Split % 19.6% 24.4% 33.2% 22.9% 31.2% 23.3% 29.0% 28.0% 19.8% 68.8% Peak Hour 11:15 11:00 10:15 10:45 11:00 15:00 17:15 15:30 16:15 15:30 Volume 8 13 13 11 38 10 19 14 12 42
P.H.F. 0.67 0.78 0.72 0.66 0.78 0.71 0.84 0.61 0.48 0.80 Volumes for: Tuesday, April 05, 2022 San Luis Obispo SC3406 Wednesday, April 06, 2022
2-DAY AVERAGE
AM Period
NB SB
PM Period
NB SB
West Side WalkEast Side Walk
Location: VADT25 Chorro between Walnut and Palm, Lat: 35°16'53"N; Long: 120°39'51"W

Daily Totals
AM PM
[email protected] Tell. 714 253 7888
West Side WalkEast Side Walk West Side WalkEast Side WalkWest Side WalkEast Side Walk

Page 57 of 403 ends

Page 58 of 403 ends

Item 6d
Department: Public Works
Cost Center: 5010
For Agenda of: 3/7/2023
Placement: Consent
Estimated Time: N/A
FROM: Matt Horn, Public Works Director
Prepared By: Jennifer Rice, Transportation Planner/Engineer SUBJECT: AWARD NORTH CHORRO NEIGHBORHOOD GREENWAY,
SPECIFICATION NO. 1000036

RECOMMENDATION

1. Award a construction contract for the North Chorro Neighborhood Greenway Project to Souza Engineering Contracting Inc. DBA Souza Construction in the amount of $6,076,939; and

2. Authorize the City Engineer to approve construction contract change orders up to and in excess of $200,000, if within the available project budget; and

3. Appropriate $1,600,000 in undesignated Local Revenue Measure fund balance to the project; and

4. Appropriate $218,708 in Capital Projects Reserve funding to the project; and

5. Authorize a transfer of existing funding in the following amounts to the project account:
a. Transfer $100,000 from Sidewalk Annual Asset Maintenance Account (Spec. No. 90849)
b. Transfer $141,101 from the Streetlights Annual Asset Maintenance (Spec. No. 91616)
c. Transfer $100,000 from Pedestrian Crossing Improvements (Spec. No. 1000069) d. Transfer $76,869 from Active Transportation Plan-Pedestrian Facility Improvements (Spec. No. 1000502-01)
e. Transfer $105,507 from Active Transportation Plan-Bicycle Facility Improvements (Spec. No. 1000502-02)
f. Transfer $94,600 from Railroad Safety Trail (Taft to Pepper) (Spec. No. 91375) g. Transfer $178,340 from California/Foothill Railroad Crossing (Spec. No. 91293) h. Transfer $90,837 from 862 Aerovista Development VMT Fair Share Mitigation Fee (Account No. 701-0000-47202)
i. Transfer $4,520 from Sewer Manhole Cover Adjustments (Spec. No. 1000084) j. Transfer $21,008 from Water Valve Cover Adjustments (Spec. No. 91149) k. Transfer $164,715 from the Morro, Mill, Santa Rosa Sewer Project (Specification No. 1000561)

6. Approve the final project plans and specifications for the North Chorro Neighbourhood Greenway Project.

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Item 6d

POLICY CONTEXT
The North Chorro Neighborhood Greenway (previously known as the Anholm Neighborhood Greenway) supports the Climate Action, Open Space, and Sustainable Transportation Major City Goal and is identified as a Tier 1 Project in the City’s Active Transportation Plan. The City’s Purchasing Policy requires the City Council to award a contract if the lowest responsible bidder is over the previously authorized Council amount.

REPORT- IN-BRIEF
The City received public bids for the North Chorro Neighborhood Greenway on January 31, 2023. The bid received by the apparent low bidder, John Madonna Construction, was determined to be non-responsive, therefore staff is recommending the award of the construction contract to the next lowest responsive bid as submitted by Souza Construction. This report discusses the finding of non-responsiveness for John Madonna Construction’s bid as well as staff recommendation to award to Souza Construction.

This report also discusses updates to the project plans and specifications since the previous review by the City Council at its July 19, 2022, meeting, and includes an action for the Council to review and approve this final plan set.

Finally, this report discusses the need for additional funding to fully fund the project. The construction bids received indicated a significant increase in construction costs than originally estimated. An additional $3,114,104 is needed to fully fund the project. Staff has identified additional funding sources to support the total project costs, as further discussed in the Fiscal Analysis section.

DISCUSSION
Background
On July 19, 2022, the City Council authorized staff to advertise for construction bids for the North Chorro Neighborhood Greenway (Attachment E) and delegated authority to the City Manager to award the contract if the lowest responsible bid was below the Publicly Disclosed Funding Amount of $3,375,000. After experiencing unanticipated delays in the review of an encroachment permit application with Caltrans for the US 101/Chorro Undercrossing portions of the project, staff was ultimately able to advertise the project for construction in December 2022.

On January 31, 2023, three bids were received. The following bids were ranked based on the Bid Total (Attachment F):

Contractor Bid Total
1 John Madonna Construction $5,959,996.50
2 Souza Construction $6,076,938.80
3 Papich Construction $7,650,000

Page 60 of 403 ends

Item 6d
Of the three bids received, John Madonna Construction (JMC) was the apparent lowest bidder and their bid was evaluated for responsiveness to confirm consistency with the material terms of the bid package. A bid is responsive if it fulfills all the requirements of the bidding instructions. This evaluation verifies that all requested items of information are complete, addendums are acknowledged, and reference information is included.

Incomplete information, or information that does not comply with the Notice to Bidders or contract requirements, is cause for the bid to be categorized as “non-responsive”. If a bid is determined to be “non-responsive” the next lowest bid document is then reviewed for responsiveness.

Finding of Non-Responsiveness of Apparent Low Bidder
Staff reviewed the JMC bid proposal and determined the bid to be non-responsive for two reasons: 1) the submitted references did not meet the minimum contractor qualifications stated within the Notice to Bidders and 2) the percentage of work for the subcontractors listed on the List of Subcontractors accounted for 61.8% of the total base bid. Pursuant to Section 5-1.13 of the City Standard Specifications and Engineering Standards, subcontracting must not total more than 50% of the submitted bid. For City Capital Improvement Plan Projects in roadways, the City’s standard is to require the prime contractor to complete 50% or more of the project work. This standard provides the City greater control of the project to mitigate construction impacts to community members as well as address any unforeseen conditions that requires project changes.

JMC was provided an opportunity to respond (Attachment G) with information on why its bid should be considered responsive. JMC’s response is included as Attachment H and specific points summarized here with additional staff response:

1. Percentage of Work Performed by Prime Contractor
JMC’s response references Section 5-1.13A of the Caltrans Standard Specifications which allow for a minimum of 30% self-performed work by the prime contractor. Prior to 2010, Caltrans Standard Specifications included a 50% minimum requirement for self-performed work by the prime contractor. As the scope of Caltrans projects became increasingly complex, Caltrans made the decision to amend this requirement to 30%. Typical City projects continue to align with the minimum requirement for 50%, therefore the City’s Standard Specifications continues to have this requirement. Additionally, this standard provides the City more control over a project. It allows the City to deal with one prime contractor on various issues including changes in work, modification of working hours and quality control.

It should be noted that during the bid solicitation process, there was no request for clarification on this requirement or request for the City to consider amending the bid package to provide a reduced requirement for minimum percentage of work performed by the prime contractor.

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Item 6d

2. Identifying an Item as a “Specialty” Item
JMC’s response includes discussion of Type II Slurry Sealing as being a specialized scope, requiring specialized equipment, and is typically a specialized contract. Listing the item as “Specialty” in the bid item list would make that item exempt from being included for the calculation of the percentage of work the prime contractor is performing. Categorizing an item as “Specialty” is up to the discretion of the design engineer. It is not uncommon that slurry seal contractors would not be licensed as a general contractor. On projects where a general contractor is desired, but the slurry sealing is a large portion of the total project, the item may be listed as “Specialized” so that it’s value would not count toward the calculation for the percentage of work performed by sub-contractors. Again, it should be noted that that during the bid solicitation process, no contractors submitted requests for clarification or for the City to amend the bid package to categorize slurry seal or other bid items as Specialty work.

The subcontractor listed in JMC’s bid for Type II Slurry was for a total of 2.6% of the base bid, which even if listed as a specialty item, JMC’s bid would still exceed 50% of sub-contracted work. Additionally, JMC’s bid did not meet the minimum contractor qualifications to provide a reference for a “roadway maintenance by slurry seal” project. JMC’s response indicates that the sub-contractor listed specializes in slurry sealing throughout the state. It appears this qualification may have been met, however the City cannot affirm that the contractor or subcontractor’s qualifications meet this requirement if that information is not included in their project references, as required per the bid package.

Staff has reviewed JMC’s response but does not recommend waiving the determination of JMC’s bid as non-responsive, for the reasons: discussed above.

Recommended Award
Staff is recommending that the contract be awarded to Souza Construction, the second lowest-cost bidder and the lowest-cost responsive bid. Souza submitted a complete and responsive bid package with a proposal of $6,076,938.80. The Contractor’s references, license, and registration with the Department of Industrial Relations have been verified.

The Draft Agreement with Souza Construction is provided as Attachment E.

Approve Final Plans and Specifications
Since previous Council Action on July 19, 2022, which approved the North Chorro Greenway project plans and specifications and authorized construction bid solicitation, staff has been working closely to obtain an encroachment permit from Caltrans for improvements at the US 101/Chorro Undercrossing. Initial plan check comments from Caltrans on this application have required subsequent revisions to the project plans and specifications. To ensure that the City retains proper design immunity for this project before initiating construction, staff is again requesting that the Council formally approve the final project plans and specifications, which are provided as Attachment F and G, respectively.

Page 62 of 403 ends

Item 6d
Previous Council or Advisory Body Action
 August 15, 2017 – City Council adopted final Bishop Peak and Pacheco Elementary Safe Routes to School Plan
 May 17, 2018 – Active Transportation Committee reviewed the final Anholm Bikeway Plan  August 14, 2018 – Planning Commission reviewed the final Anholm Bikeway Plan  September 4, 2018 – City Council adopted final Anholm Bikeway Plan  February 5, 2019 – City Council approved formal name change to Anholm Neighborhood Greenway Plan
 June 1, 2021 – City Council approved 2021-23 Financial Plan allocating funding to implement the greenway
 December 6, 2018 – City Council approved easement agreement with Church of Jesus Christ of Latter-Day Saints to secure land for the shared use path between Foothill Boulevard and Ramona Street
 October 20, 2020 – City Council approved a Cooperative Agreement with the San Luis Obispo Council of Governments (SLOCOG), which included acceptance of $200,000 in grant funding for the Project (Reso. 11172)
 February 2, 2021 – City Council approved the application for $1.7M in grant funding from the California Natural Resources Agency to be used for the Project (Reso. 11220)  July 19, 2022, the City Council authorized staff to advertise for bids for the North Chorro Neighborhood Greenway.

Public Engagement
All public meetings noted above were properly noticed and held at the time in the manner required by law. This staff report was published for public review one week prior to this Council meeting date.

Additionally, staff will be presenting at the March 1, 2023 Revenue Enhancement Oversight Commission (REOC) to recommend the use of $1.6 million of unassigned Local Revenue Measure funds to be allocated to the North Chorro Neighborhood Greenway Project.

The North Chorro Neighborhood Greenway Project is included in the current SLO in Motion outreach effort, utilizing a variety of media resources and outreach activities to provide ongoing information to the community about the project, pre-construction and planned construction activities and schedule. These outreach activities will continue throughout construction as well as post-construction to evaluate the effectiveness of the outreach efforts and the physical project itself.

Finally, the following list provides a summary of public engagement efforts over the previous seven years, which included an extensive outreach process during the development of the Greenway planning document and design elements:

1. A petition in 2015 from parents requesting bicycle and pedestrian safety improvements along north-south route connecting to Pacheco and Bishop’s Peak Elementary Schools

2. Project-specific websites for both the Greenway and Safe Routes to School planning efforts

3. Two community surveys with both online and direct mailer participation

Page 63 of 403 ends

Item 6d

4. Five community meetings specific to the Greenway Plan

5. Two community meetings specific to the Bishop’s Peak and Pacheco Safe Routes to School Plan

6. One Active Transportation Committee meeting

7. One Planning Commission meeting

8. Five City Council meetings

ENVIRONMENTAL REVIEW
This project has been evaluated and found to be categorically exempt from environmental review pursuant to section 15301 of the CEQA Guidelines (Existing Facilities) and section 15304 (Minor Alterations to Land) since the project will be constructed within the City street right-of-way and private property easements that do not contain native habitat or habitat supporting special-status species and are not located in agricultural areas. No heritage trees will be removed, and the project is consistent with City General Plan policies that protect listed species in that the installation of bioretention facilities and other stormwater protection measures will provide additional protection for sensitive aquatic resources located within the adjacent streams. A Notice of Exemption was filed through the Community Development Department April 28, 2022.

Additionally, the project is consistent with the Anholm Bikeway Plan (2018), the Active Transportation Plan (2021), and the Land Use and Circulation Element (2014), therefore consistent with the environmental review of those documents.

FISCAL IMPACT
Budgeted: Yes Budget Year: 2021-22, 2022-23
Funding Identified: Yes
Fiscal Analysis:
(1) See Table 2. Additional Sources of Funding below
General Fund -
Local Revenue
Measure
General Fund -
Capital Outlay
SLOCOG
SRTS Grant
SB1 Gas
Tax CNRA Grant
Bid Total $ 1,998,427 $ 237,690 $ 200,000 $ 444,514 $ 1,625,225 $ 1,571,083 $ 6,076,939 Contingency (15%) $ 911,541 $ 911,541
Total Construction $ 1,998,427 $ 237,690 $ 200,000 $ 444,514 $ 1,625,225 $ 2,482,624 $ 6,988,480 Construction Support Services $ 50,000 $ 50,000
Construction Mgmt Services $ 45,000 $ 45,000
Materials Testing $ 10,000 $ 10,000
Grant Signage $ 10,000 $ 10,000
PG&E Service $ 13,180 $ 13,180
Public Art $ 348,300 $ 348,300
Communications $ 150,000 $ 150,000
Printing and Advertizing $ 5,000 $ 5,000
Total Project Estimate $ 1,998,427 $ 237,690 $ 200,000 $ 444,514 $ 1,625,225 $ 3,114,104 $ 7,619,960 Available Project Balance $ 1,998,427 $ 237,690 $ 200,000 $ 444,514 $ 1,625,225 $ 4,505,857 Additional Request Funds $ - $ - $ - $ - $ - $ 3,114,104 $ 3,114,104 Needed
Funds1 Project Costs
Table 1: North Chorro Neighborhood Greenway Cost and Funding Available Project Funding Sources

Page 64 of 403 ends

Item 6d
On July 19, 2022, the City Council approved an overall project budget of $5,033,455.

There is currently a balance of $4,505,855.83 in the project account. Project expenditures to date have included the design and environmental services, PG&E and Caltrans coordination costs, as well as encumbrances for construction management contract services and artists to fulfill the public art component of the project. An additional $3,114,104 is needed to fully fund the project.

Staff has identified additional funding sources to support the total project costs:

The following provides additional detail regarding the above-recommended transfers and amounts.

1. Undesignated Local Revenue Measure Fund Balance in the amount of $1,600,000 is available to support this project and is recommended for appropriation. (Reference Attachment A)

2. Staff recommends appropriating $218,708 from the Capital Projects Reserve Fund to fully fund the project. This fund will have no remaining balance after approval of this requested appropriation. The reserve will be replenished with budget appropriation in the 2023-25 Financial Plan. (Reference Attachment A)

3. Staff recommends using $100,000 from the Sidewalk Annual Asset Maintenance, Curb Ramps and Sidewalks subproject (90849), which will result in a remaining project balance of $311,258. The Greenway project includes the replacement of 46 curb ramps as well as sidewalk replacement at various locations, therefore, staff believes this is an appropriate use of these funds. This project account provides for annual asset maintenance funding on an as-needed basis for the purpose of replacement and installation of accessible curb ramps and sidewalks.

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Item 6d

4. Staff recommends using $141,101 from the Street Lights - Annual Asset Maintenance (91616) project account, which will result in a remaining project balance of $30,000. This project funds new streetlight installations. Since the Greenway project includes 11 new lights along the corridor, staff believes this is an appropriate use of these funds. The $30,000 retained in the streetlight account will allow staff to continue with planning, design and PG&E permitting for new streetlights to be installed in FY2023-24.

5. Staff recommends using $100,000 from the Pedestrian Crossing Improvements (1000069) Project account. Bids were received for the Pedestrian Crossing Improvement project earlier this year and came in lower than the engineer’s estimate. The Greenway project includes the installation of 35 high-visibility crosswalks as well as replacement of the existing Rectangular Rapid Flashing Beacon (RRFB) system at Ramona Drive and The Villages as well as the installation of a new RRFB crossing at Chorro and Mill Streets. Therefore, staff believes this is an appropriate use of these funds. After transferring $100,000 to the Greenway Project, the Pedestrian Crossing Improvement project will still have sufficient construction funding and contingencies to complete the project ($678,908). It should be noted that the Pedestrian Crossing Improvements Project is partially funded with Transportation Development Act Funding which restricts these funds for the improvement and maintenance of street systems including bicycle and pedestrian facilities. The Greenway project meets the intent of this restriction and is an eligible project for these funds to be applied.

6. Active Transportation Plan Implementation (1000502)
a. Staff recommends using $76,869 from account 1000502-01: Pedestrian Facility Improvements. The Greenway includes 550 feet of a shared-use path connecting the Pedestrian Hybrid Beacon at Foothill Blvd. and Ferrini Rd. to Ramona Dr. There is currently a balance of $76,869 in this account.

This funding source is designated as Transportation Development Act Funding which restricts these funds for the improvement and maintenance of street systems including bicycle and pedestrian facilities. The entirety of the Greenway project meets the intent of this restriction and is an eligible project for these funds to be applied.
b. Staff recommends using $105,507 from 1000502-02: Bicycle Facility Improvements. The Greenway project is implementing one of the Tier 1 (highest priority) projects identified in the City’s Active Transportation Plan; thus, this is proposed as an appropriate use for these funds. There is currently a balance of $122,412 in this account.

7. Staff recommends using $312,500 from the Railroad Safety Trail (Taft to Pepper) (91375) project account. The Railroad Safety Trail Project is complete with $352,494 remaining in the project account. After transferring $312,500 to the Greenway Project, the Railroad Safety Trail project will have approximately $40,000 remaining, which is sufficient funding to cover the remaining items, which include the installation of security cameras in coordination with the Police Department.

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Item 6d

8. Staff recommends using $178,340 from the California/Foothill Railroad Crossing (91293) project account. Design work for the California/Foothill Railroad Crossing project was originally funded with local funding; however, staff has subsequently received federal grant funding under the Section 130 Program, which will cover all further planning, design and construction costs for this project. Thus, these remaining local funds are no longer needed for the Railroad Crossing project.

9. Staff recommends appropriating $90,837 in transportation mitigation fees from the 862 Aerovista Place development project. This development is required to pay these funds to be used towards off-site sustainable transportation improvements as a mitigation requirement to address project-generated vehicle miles traveled (VMT) impacts. In the resolution approving the development project, the North Chorro Greenway project then “Anholm Greenway”) was specifically identified as one of several planned transportation projects for which these funds could be used.

10.Project elements related to sewer infrastructure will be funded from the following project accounts:
a. Staff recommends appropriating $4,520 from the Sewer Manhole Cover Adjustments (1000084) project account for the adjustments of sewer manhole covers.
b. Staff recommends appropriating $21,008 from the Water Valve Cover Adjustments (91149) project account for the adjustments of sewer manhole covers.
c. Staff recommends appropriating $164,715 from the Morro, Mill, Santa Rosa Sewer Project (Specification No. 1000561) for the replacement of the sewer line on Chorro Street between Mill and Palm Street.

The increase in project cost and need for additional funding can be attributed to a few factors. Recently, City construction projects have seen an increase in construction costs which can be attributed to rising cost of materials and labor of approximately 30% over the last two calendar years (January 2021- January 2023)1. Many of the construction materials required for the project, such as asphalt emulsion for roadway slurry seal, have increased exponentially due to recent spikes in oil prices. Many of the bid prices reflected significant increases from comparative bids received for the most recent curb ramp and paving projects. All three bids received demonstrated a consistent increase when comparing bid items.

Any remaining budget at the close out of the project will be returned to the CIP Reserve account.

For reference, the following table is an estimate of project construction costs separated out by mode of transportation (this is an updated table to one provided in the July 19, 2022 Council Agenda Report, now reflective of actual bid prices).

1 California Construction Cost Index. https://www.dgs.ca.gov/RESD/Resources/Page-Content/Real-EstateServices-Division-Resources-List-Folder/DGS-California-Construction-Cost-Index-CCCI

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Item 6d
Mode of
Transportation
% of Total
Construction
Cost
Components
Pedestrian 56% Curb ramps, sidewalks, crosswalks, pedestrian lighting, RRFB, portions of public art & landscaping
Bicycle 31%
Protected bikeways, bikeway striping & pavement
markings, guide signage, bikeway landscaping,
portion of roadway improvements, landscaping and
public art.

Motor Vehicle 13% Roadway improvements, roadway signing & striping TOTAL: 100%

ALTERNATIVES

1. The City Council could deny the request to award the project. Staff does not recommend this alternative because this could risk forfeiture of $1.9M in grant funding, including refund of funds already used for design. Additionally, this project is the Active Transportation Committee’s highest priority request for the 2021-23 Financial Plan.

2. The City Council could direct staff to award the project to John Madonna Construction. Staff does not recommend this alternative because the bid received by John Madonna Construction was determined to be non-responsive due to the contractors list of subcontractor work for greater than 50% of the work and the references submitted in the bid proposal did not meet the minimum Contractor Qualifications stated within the Notice to Bidders. Additionally, awarding the John Madonna Construction could lead to formal challenges by other bidders which could potentially lead to valid claims or delays to the start of the project, which could risk forfeiture of grant funding.

ATTACHMENTS
A - Draft Agreement with Souza Engineering Contracting Inc.

B - Draft Resolution authorizing funds to support Cerro San Luis Neighborhood Greenway C - Final Project Plans
D - Final Project Specifications
E - Council Agenda Report from July 19, 2022
F - Cerro San Luis Neighborhood Greenway Bid Results
G -John Madonna Construction Responsiveness Letter
H - John Madonna Construction Response

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AGREEMENT
1 AGREEMENT
THIS AGREEMENT, made on _____________, by and between the City of San Luis Obispo, a municipal corporation and charter city, San Luis Obispo County, California (hereinafter called the Owner) and SOUZA ENGINEERING CONTRACTING, INC. (hereinafter called the Contractor).

WITNESSETH:

That the Owner and the Contractor for the consideration stated herein agree as follows:

ARTICLE 1, SCOPE OF WORK: The Contractor shall perform everything required to be performed, shall provide and furnish all of the labor, materials, necessary tools, expendable equipment, and all utility and transportation services required to complete all the work of construction of
NORTH CHORRO GREENWAY, SPEC NO. 1000036
in strict compliance with the plans and specifications therefor, including any and all Addenda, adopted by the Owner, in strict compliance with the Contract Documents hereinafter enumerated.

It is agreed that said labor, materials, tools, equipment, and services shall be furnished and said work performed and completed under the direction and supervision and subject to the approval of the Owner or its authorized representatives.

ARTICLE II, CONTRACT PRICE: The Owner shall pay the Contractor as full consideration for the faithful performance of this Contract, subject to any additions or deductions as provided in the Contract Documents, the contract prices as follows:

Item Item Unit of Estimated Item Price Total
No. Description Measure Quantity (in figures) (in figures) 1 TRAFFIC CONTROL PLAN AND
IMPLEMENTATION LS 1 $538,600.00 $538,600.00
2 CONSTRUCTION SURVEY LS 1 $60,000.00 $60,000.00
3 COMPLY WITH CALTRANS
ENCROACHMENT PERMIT LS 1 $3,400.00 $3,400.00
4 COMPLY WITH GRANT DEED AND
RIGHT OF WAY AGREEMENT –

BIKE PATH
LS 1 $2,300.00 $2,300.00
5 CLEARING, GRUBBING, AND LIMB
REMOVAL LS 1 $50,000.00 $50,000.00
6 CHORRO STREET
RECONSTRUCTION SQFT 10000 $17.80 $178,000.00
7 CLASS I BIKE PATH (OPTION 2) SQFT 6600 $21.00 $138,600.00 8 MINOR CONCRETE (SIDEWALK) SQFT 1700 $14.00 $23,800.00

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AGREEMENT
2 9

MINOR CONCRETE (CURB AND
GUTTER) LF 2355 $98.00 $230,790.00
10 MINOR CONCRETE (CROSS
GUTTER) LF 250 $275.00 $68,750.00
11 MINOR CONCRETE (DRIVEWAY
RAMPS) SQFT 800 $38.00 $30,400.00
12 MINOR CONCRETE (1.25'
CONCRETE BIKE MEDIAN) LF 1600 $66.40 $106,240.00
13 MINOR CONCRETE (3' CONCRETE
BIKE MEDIAN) LF 1650 $150.40 $248,160.00
14 MINOR CONCRETE (SIDEWALK
UNDERDRAIN) EA 1 $10,800.00 $10,800.00
15 MINOR CONCRETE (ENERGY

DISSIPATION STRUCTURE AND

COBBLE)
EA 1 $5,900.00 $5,900.00
16 STRUCTURE CONCRETE (CURB &

GUTTER RETAINING WALL -
BROAD ST - STA 21+40 TO 23+12)
LF 172 $528.00 $90,816.00
17 STRUCTURE CONCRETE
(RETAINING WALL - BIKE PATH -
STA 1+00 TO 2+80)
LF 180 $760.00 $136,800.00
18 STRUCTURE CONCRETE
(LANDSCAPE HIGH CURB -
CHORRO/101)
LF 123 $393.00 $48,339.00
19 STRUCTURE CONCRETE (CMU
PILASTER - BIKE PATH) EA 1 $7,150.00 $7,150.00
20 TYPE II SLURRY SEAL SQYD 30,440 $4.20 $127,848.00
21 BIKE LANE AND EXISTING CURB
RAMP EDGE GRIND LS 1 $53,200.00 $53,200.00
22 TEMPORARY STRIPING AND
PAVEMENT MARKINGS LS 1 $155,070.00 $155,070.00
23 MINOR HOT MIX ASPHALT (CASE
1 – 10” THICK) SQFT 2,330 $20.60 $47,998.00
24 MINOR HOT MIX ASPHALT (SPEED
HUMP – TYPE 2) EA 7 $5,440.00 $38,080.00
25 ADJUST STORMDRAIN MANHOLE
TO GRADE EA 6 $1,310.00 $7,860.00
26 ADJUST SANITARY SEWER
MANHOLE TO GRADE EA 3 $1,310.00 $3,930.00
27 ADJUST COMMUNICATION
VAULT/MANHOLE/BOX TO GRADE EA 36 $1,310.00 $47,160.00
28 ADJUST WATER VALVE TO
GRADE EA 12 $800.00 $9,600.00
29 ADJUST WATER METER TO
GRADE EA 11 $788.00 $8,668.00
30 18" HDPE STORM DRAIN PIPE LF 63 $230.00 $14,490.00
31 MINOR CONCRETE (STORMDRAIN
CATCH BASIN) EA 1 $24,000.00 $24,000.00
32 MINOR CONCRETE (STORMDRAIN
MANHOLE) EA 2 $8,880.00 $17,760.00

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AGREEMENT
3 33 6" PERFORATED UNDERDRAIN
PIPE LF 62 $132.00 $8,184.00
34 MINOR CONCRETE (12" MIDSTATE
STORMDRAIN CATCH BASIN) EA 3 $1,870.00 $5,610.00
35 MINOR CONCRETE (24” MIDSTATE
STORMDRAIN CATCH BASIN) EA 1 $3,030.00 $3,030.00
36 REMOVE AND REPLACE

STORMDRAIN INLET GRATE AND

INSTALL FILTEREXX STORMEXX
FILTER
EA 17 $6,160.00 $104,720.00
37 12' PUNCH POST EA 45 $138.00 $6,210.00
38 14' PUNCH POST EA 3 $150.00 $450.00
39 R1-1 SIGN 18" EA 2 $126.00 $252.00
40 R1-1 SIGN 30" EA 4 $174.00 $696.00
41 R1-2 SIGN 25" EA 1 $174.00 $174.00
42 R1-3P PLAQUE EA 4 $51.00 $204.00
43 R4-11 SIGN EA 7 $168.00 $1,176.00
44 R5-3 SIGN EA 2 $162.00 $324.00
45 R7-9 SIGN EA 18 $75.00 $1,350.00
46 R10-15 (MODIFIED) "YIELD TO
BIKE" SIGN EA 5 $168.00 $840.00
47 R81 (CA) SIGN EA 3 $75.00 $225.00
48 R81A (CA) SIGN EA 2 $17.00 $34.00
49 R81B (CA) SIGN EA 5 $17.00 $85.00
50 W1-1 SIGN EA 2 $162.00 $324.00
51 W1-2L SIGN EA 2 $162.00 $324.00
52 W4-4P SIGN EA 1 $78.00 $78.00
53 W11-2 SIGN EA 8 $162.00 $1,296.00
54 W16-7P SIGN EA 8 $75.00 $600.00
55 W84 (CA) SIGN EA 3 $210.00 $630.00
56 GREENWAY ARROW PLAQUE EA 8 $51.00 $408.00
57 GREENWAY SIGN EA 19 $216.00 $4,104.00
58 PEXCO CITY POST MODEL EAC,
36" WHITE WITH 2 GREY WRAPS EA 23 $450.00 $10,350.00
59 72" WHEEL STOP EA 8 $180.00 $1,440.00
60 6" YELLOW TACTILE GUIDE STRIP,

VANGUARD ADA SYSTEMS OR

APPROVED EQUAL
LF 82 $163.00 $13,366.00
61 INSTALL EXISTING / RELOCATED
SIGN EA 16 $300.00 $4,800.00
62 CURB PAINT LF 200 $3.00 $600.00
63 PREFORMED THERMOPLASTIC
SHEETS (BROAD/MURRAY) SQFT 120 $13.00 $1,560.00
64 ZICLA ZEBRA CYCLE TRACK LANE
SEPARATORS EA 48 $240.00 $11,520.00
65 4" YELLOW STRIPING LF 1,300 $1.30 $1,690.00
66 DETAIL 1 LF 2,750 $1.10 $3,025.00

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AGREEMENT
4 67 DETAIL 8 LF 50 $1.00 $50.00
68 DETAIL 22 LF 2,450 $3.40 $8,330.00
69 DETAIL 39 LF 3,750 $1.60 $6,000.00
70 BIKE BUFFER LF 1,360 $3.80 $5,168.00
71 BIKE BUFFER AT DRIVEWAY SQFT 1,140 $3.50 $3,990.00
72 HI-VIS CROSSWALK EA 35 $1,320.00 $46,200.00
73 STOP BAR LF 465 $4.40 $2,046.00
74 STOP LEGEND EA 32 $384.00 $12,288.00
75 STOP LEGEND (1/2 SCALE) EA 7 $1,470.00 $10,290.00
76 BIKE / PED DIRECTIONAL SYMBOL EA 2 $840.00 $1,680.00 77 TYPE II ARROW EA 1 $378.00 $378.00
78 TYPE IV ARROW EA 1 $300.00 $300.00
79 HUMP LEGEND EA 12 $420.00 $5,040.00
80 PED LEGEND EA 2 $330.00 $660.00
81 XING LEGEND EA 4 $360.00 $1,440.00
82 SLOW LEGEND EA 2 $384.00 $768.00
83 SCHOOL LEGEND EA 4 $570.00 $2,280.00
84 TURNING BIKE BOX EA 3 $426.00 $1,278.00
85 BIKE SYMBOL & ARROW EA 23 $210.00 $4,830.00
86 GREENBACK CHEVRON EA 25 $360.00 $9,000.00
87 GREENBACK SHARROW EA 2 $366.00 $732.00
88 GREENWAY SYMBOL EA 22 $450.00 $9,900.00
89 GREEN BIKE LANE MARKINGS
(CASE 1) LF 118 $3.60 $424.80
90 GREEN BIKE LANE MARKINGS
(CASE 2) LF 286 $2.50 $715.00
91 GREEN BIKE LANE MARKINGS
(CASE 3) LF 364 $3.00 $1,092.00
92 GREEN SEALMASTER COLOR
SAFE PAVEMENT MARKING SQFT 5,640 $5.20 $29,328.00
93 YIELD LINE EA 5 $45.00 $225.00
94 RELOCATE RRFB SOLAR
CROSSWALK (RAMONA) LS 1 $3,400.00 $3,400.00
95 RRFB SOLAR CROSSWALK
(CHORRO/MILL) LS 1 $38,000.00 $38,000.00
96 FOOTHILL TO RAMONA BIKE PATH

LIGHTING / CHORRO LIGHTING /

CHORRO PG&E SERVICE
LS 1 $637,000.00 $637,000.00
97 BENCHES (BIKE PATH &
CHORRO/MOUNTAIN VIEW) EA 3 $5,540.00 $16,620.00
98 TRASH CONTAINER (BIKE PATH) EA 2 $3,000.00 $6,000.00 99 METAL PICKET FENCING (BIKE
PATH) LF 136 $255.00 $34,680.00
100 CHAINLINK FENCE (CHORRO /101) LF 297 $76.00 $22,572.00

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AGREEMENT
5 101 CHAINLINK GATES (CHORRO /101) EA 6 $1,068.00 $6,408.00 102 SOIL PREPARATION (NONBIORETENTION & TREE PITS) CY 130 $230.00 $29,900.00 103 BIORETENTION SOIL MIX CY 90 $148.00 $13,320.00
104 CLASS II DRAIN ROCK TON 200 $76.00 $15,200.00
105 ENERGY DISSIPATOR ROCK TON 5 $724.00 $3,620.00
106 IRRIGATION LS 1 $158,000.00 $158,000.00
107 TREE WATERING BAGS (NONIRRIGATED TREES) EA 35 $174.00 $6,090.00 108 PLANTING (SHRUBS - ALL AREAS) SQFT 10,672 $20.00 $213,440.00 109 PLANTING (TREES - ALL AREAS) EA 63 $468.00 $29,484.00 110 GREENWAY
PLANTERS/SOIL/PLANTS EA 285 $810.00 $230,850.00
111 MULCH (BIORETENTION AREAS) CY 9 $132.00 $1,188.00
112 MULCH (CONVENTIONAL
PLANTING AREAS & TREES) CY 96 $132.00 $12,672.00
113 GREENWAY PLANTERS
MAINT/WATERING (1-YR) LS 1 $7,800.00 $7,800.00
114 ESTABLISHMENT/MAINTENANCE
ALL TREES & PLANTS (1 YR) LS 1 $41,400.00 $41,400.00
115 HAND WATER NON-IRRIGATED
TREES (1-YR) EA 35 $258.00 $9,030.00
116 HAND WATER NON-IRRIGATED
UNDERSTORY PLANTINGS (1-YR) LS 1 $7,200.00 $7,200.00
117 CURB RAMP ALMOND-MISSION (E)
C-4.17 LS 1 $29,050.00 $29,050.00
118 CURB RAMP BROAD-MISSION (E)
C-4.16 LS 1 $47,700.00 $47,700.00
119 CURB RAMP BROAD-MISSION (N)
C-4.15 LS 1 $34,970.00 $34,970.00
120 CURB RAMP CENTER-CHORRO
(NE) C-4.26 LS 1 $24,300.00 $24,300.00
121 CURB RAMP CENTER-CHORRO
(NW) C-4.25 LS 1 $27,270.00 $27,270.00
122 CURB RAMP CENTER-CHORRO
(SE) C-4.27 LS 1 $22,360.00 $22,360.00
123 CURB RAMP CENTER-CHORRO
(SW) C-4.28 LS 1 $25,390.00 $25,390.00
124 CURB RAMP CERRO ROMAULDOFERRINI (NW) C-4.4 LS 1 $35,510.00 $35,510.00 125 CURB RAMP CERRO ROMAULDOFERRINI (SE) C-4.3 LS 1 $21,670.00 $21,670.00 126 CURB RAMP FELTON-FERRINI
(NW) C-4.2 LS 1 $21,650.00 $21,650.00
127 CURB RAMP FELTON-FERRINI
(SW) C-4.1 LS 1 $19,410.00 $19,410.00
128 CURB RAMP LINCOLN-CHORRO
(NE) C-4.35 LS 1 $30,110.00 $30,110.00

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AGREEMENT
6 129 CURB RAMP LINCOLN-CHORRO
(NW) C-4.34 LS 1 $27,410.00 $27,410.00
130 CURB RAMP LINCOLN-CHORRO
(SE) C-4.36 LS 1 $29,170.00 $29,170.00
131 CURB RAMP LINCOLN-CHORRO
(SW) C-4.37 LS 1 $24,680.00 $24,680.00
132 CURB RAMP MEINEKE-BROAD (N)
C-4.8 LS 1 $27,110.00 $27,110.00
133 CURB RAMP MEINEKE-BROAD (S)
C-4.9 LS 1 $22,130.00 $22,130.00
134 CURB RAMP MEINEKE C-4.10 LS 1 $21,030.00 $21,030.00 135 CURB RAMP MILL-CHORRO (NW)
C-4.46 LS 1 $22,240.00 $22,240.00
136 CURB RAMP MILL-CHORRO (NE)
C-4.49 LS 1 $39,600.00 $39,600.00
137 CURB RAMP MILL-CHORRO (SE)
C-4.48 LS 1 $36,060.00 $36,060.00
138 CURB RAMP MILL-CHORRO (SW)
C-4.47 LS 1 $38,450.00 $38,450.00
139 CURB RAMP MISSION-CHORRO
(NE) C-4.20 LS 1 $22,500.00 $22,500.00
140 CURB RAMP MISSION-CHORRO
(NW) C-4.19 LS 1 $23,180.00 $23,180.00
141 CURB RAMP MISSION-CHORRO
(SE) C-4.21 LS 1 $21,710.00 $21,710.00
142 CURB RAMP MISSION-CHORRO
(SW) C-4.22 LS 1 $28,680.00 $28,680.00
143 CURB RAMP MISSION BULBOUT
C-4.18 LS 1 $28,280.00 $28,280.00
144 CURB RAMP MOUNTAIN VIEWCHORRO (NE) C-4.30 LS 1 $28,800.00 $28,800.00 145 CURB RAMP MOUNTAIN VIEWCHORRO (NW) C-4.29 LS 1 $23,410.00 $23,410.00 146 CURB RAMP MOUNTAIN VIEWCHORRO (SE) C-4.31 LS 1 $52,160.00 $52,160.00 147 CURB RAMP MOUNTAIN VIEWCHORRO (SW) C-4.33 LS 1 $24,610.00 $24,610.00 148 CURB RAMP MURRAY-BROAD (E)
C-4.12 LS 1 $21,270.00 $21,270.00
149 CURB RAMP MURRAY-BROAD (N)
C-4.11 LS 1 $19,040.00 $19,040.00
150 CURB RAMP MURRAY-BROAD (S)
C-4.13 LS 1 $19,990.00 $19,990.00
151 CURB RAMP MURRAY-BROAD (W)
C-4.14 LS 1 $18,200.00 $18,200.00
152 CURB RAMP PEACH-CHORRO
(SE) C-4.43 LS 1 $39,670.00 $39,670.00
153 CURB RAMP PEACH-CHORRO
(NW) C-4.45 LS 1 $37,050.00 $37,050.00
154 CURB RAMP PEACH-CHORRO
(SW) C-4.44 LS 1 $29,010.00 $29,010.00
155 CURB RAMP PEACH-CHORRO
(NE) C-4.42 LS 1 $38,320.00 $38,320.00

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AGREEMENT
7 156 CURB RAMP RAMONA-BROAD (E)
C-4.6 LS 1 $20,170.00 $20,170.00
157 CURB RAMP RAMONA-BROAD (W)
C-4.7 LS 1 $45,450.00 $45,450.00
158 CURB RAMP RAMONA CROSSING
C-4.5 LS 1 $37,770.00 $37,770.00
159 CURB RAMP VENABLE-CHORRO
(NE) C-4.23 LS 1 $20,940.00 $20,940.00
160 CURB RAMP WALNUT-CHORRO
(SE) C-4.40 LS 1 $116,370.00 $116,370.00
161 CURB RAMP WALNUT-CHORRO
(SE) C-4.24 LS 1 $23,940.00 $23,940.00
162 CURB RAMP WALNUT-CHORRO
(N) C-4.38 LS 1 $57,970.00 $57,970.00
163 ROUGH GRADING CUT (BIKE
PATH) CY 300 $75.90 $22,770.00
164 ROUGH GRADING CUT (STORM
WATER MITIGATION AREAS) CY 200 $38.00 $7,600.00
165

REMOVE EXISTING MANHOLE

AND INSTALL (N) SEWER

MANHOLE
EA 1 $13,550.00 $13,550.00
166 INSTALL COATING ON (N) SEWER
MANHOLE EA 1 $12,000.00 $12,000.00
167

REMOVE EXISTING CLEANOUT

AND INSTALL (N) SEWER

CLEANOUT
EA 1 $1,950.00 $1,950.00
168
REMOVE EXISTING 12" CMP AND
INSTALL (N) 12" PVC

STORMDRAIN
LF 45 $318.00 $14,310.00
169

ABANDON EXISTING SEWERLINE
AND INSTALL (N) 6" HDPE

SEWERLINE
LF 275 $280.00 $77,000.00
170 CONNECT TO EXISTING SDMH
PER ENG. STD. 3540 EA 1 $2,770.00 $2,770.00
171 CONNECT EXISTING SEWER
LATERAL TO SEWER MAIN EA 4 $4,900.00 $19,600.00
172 RE-GRADE SEWER LATERAL
BEYOND 6 FEET LF 10 $210.00 $2,100.00
173 REMOVE EXISTING CONCRETE
OUTLET STRUCTURE LS 1 $1,680.00 $1,680.00
174 INSTALL (N) CATCH BASIN EA 1 $25,150.00 $25,150.00
175 REMOVE AND REPLACE
SIDEWALK SQFT 60 $40.90 $2,454.00
176 BYPASS PUMPING LS 1 $2,900.00 $2,900.00
177 POTHOLING LS 1 $12,850.00 $12,850.00
BID TOTAL: $ 6,076,938 .80
Payments are to be made to the Contractor in compliance with and subject to the provisions embodied in the documents made a part of this Contract.

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AGREEMENT
8 Should any dispute arise respecting the true value of any work omitted, or of any extra work which the Contractor may be required to do, or respecting the size of any payment to the Contractor, during the performance of this Contract, said dispute shall be decided by the Owner and its decision shall be final, and conclusive.

ARTICLE III, COMPONENT PARTS OF THIS CONTRACT: The Contract consists of the following documents, all of which are as fully a part thereof as if herein set out in full, and if not attached, as if hereto attached:

1. Notice to Bidders and Information for Bidders

2. Standard Specifications and Engineering Standards

3. Special Provisions, any Addenda, Plans and Contract Change Orders

4. Caltrans Standard Specifications and Standard Plans 2015

5. Accepted Bid and Bid Bond

6. List of Subcontractors

7. Public Contract Code Sections 10285.1 Statement

8. Public Contract Code Section 10162 Questionnaire

9. Public Contract Code Section 10232 Statement

10.Labor Code Section 1725.5 Statements

11.Bidder Acknowledgements

12.Qualifications

13.Non-collusion Declaration

14.Agreement and Bonds

15.Insurance Requirements and Forms
ARTICLE IV INDEMNIFICATION: The Contractor shall indemnify, defend with legal counsel approved by City, and hold harmless City, its officers, officials, employees and volunteers from and against all liability, loss, damage, expense, cost (including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with the Contractor’s negligence, recklessness or willful misconduct in the performance of work hereunder or its failure to comply with any of its obligations contained in this Agreement, except such loss or damage which is caused by the sole or active negligence or willful misconduct of the City. Should conflict of interest principles preclude a single legal counsel from representing both the City and the Contractor, or should the City otherwise find the Contractor’s legal counsel unacceptable, then the Contractor shall reimburse the City its costs of defense, including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation. The Contractor shall promptly pay any final judgment rendered against the City (and its officers, officials, employees and volunteers) with respect to claims determined by a trier of fact to have been the result of the Contractor’s negligent, reckless or wrongful performance. It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California and will survive termination of this Agreement.

The Contractor obligations under this section apply regardless of whether such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment,

Page 76 of 403 ends

AGREEMENT
9 civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee.

However, without affecting the rights of the City under any provision of this agreement, the Contractor shall not be required to indemnify and hold harmless the City for liability attributable to the active negligence of City, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In instances where the City is shown to have been actively negligent and where the City’s active negligence accounts for only a percentage of the liability involved, the obligation of the Contractor will be for that entire portion or percentage of liability not attributable to the active negligence of the City.

ARTICLE V. It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the bid of said Contractor, then this instrument shall control and nothing herein shall be considered as an acceptance of the said terms of said bid conflicting herewith.

IN WITNESS WHEREOF, the parties to these presents have hereunto set their hands this year and date first above written.

CITY OF SAN LUIS OBISPO
A Municipal Corporation
__________________________________
Derek Johnson, City Manager
APPROVED AS TO FORM CONTRACTOR:

Name of Company
________________________________ By:________________________________ J. Christine Dietrick
City Attorney
Steve A. Souza
Its: PRESIDENT
(2nd signature required if Corporation):

By:________________________________
Stuart Souza
Its: Secretary

Page 77 of 403 ends

AGREEMENT
10

Page 78 of 403 ends

R ______
RESOLUTION NO. _____ (2023 SERIES)

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN LUIS

OBISPO, CALIFORNIA, AUTHORIZING USE OF UNDESIGNATED

LOCAL REVENUE MEASURE FUNDS AND CAPITAL PROJECTS

RESERVE FUNDS TO SUPPORT THE NORTH CHORRO
NEIGHBORHOOD GREENWAY PROJECT, SPECIFICATION NO.
1000036
WHEREAS, on July 19, 2022, the City Council authorized advertisement of the North Chorro Neighborhood Greenway project and delegated authority to the City Manager to award the construction contract if the lowest responsible bid was within the publicly disclosed funding amount of $3,375,000; and
WHEREAS, on January 31, 2023, construction bids were received, with the lowest responsive bid exceeding the publicly disclosed funding amount; and WHEREAS, to provide sufficient funding to proceed with project construction, staff is recommending the City Council approve use of $1,600,000 in Undesignated Local Revenue Measure funding, and $218,708 from the Capital Projects Reserve Fund; and WHEREAS, a balance of approximately $1,600,000 is available in Undesignated Local Revenue Measure funds and $380,000 from the Capital Projects Reserve Fund.

NOW, THEREFORE, BE IT RESOLVED by the Council of the City of San Luis Obispo as follows:

Page 79 of 403 ends

Resolution No. _____ (2023 Series) Page 2
R ______
SECTION 1. The City Council authorizes staff to proceed with the following funds transfers:

1. Transfer $1,600,000 in Undesignated Local Revenue Measure funds to the North Chorro Neighborhood Greenway project, Specification No. 1000558; and

2. Transfer $248,708 from the Capital Projects Reserve to the North Chorro Neighborhood Greenway, Specification No. 1000558 project account.

Upon motion of _______________________, seconded by
_______________________, and on the following roll call vote:

AYES:

NOES:

ABSENT:

The foregoing resolution was adopted this _____ day of _____________________ 2023. ___________________________
Mayor Erica A. Stewart
ATTEST:
__________________________
Teresa Purrington
City Clerk
APPROVED AS TO FORM:
__________________________
J. Christine Dietrick
City Attorney
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of San Luis Obispo, California, on ___________________________. ___________________________
Teresa Purrington
City Clerk

Page 80 of 403 ends

CIVIL:

C-1.1 TITLE SHEET, VICINITY MAP, SHEET SUMMARYC-1.2 GENERAL NOTES, LEGEND, SHEET INDEXC-1.3 KEY MAPC-2.1 TO C-2.2 DEMOLITION PLANSC-3.1 TO C-3.16 STREETS, SIGNAGE & STRIPPING - PLAN & PROFILESC-4.1 TO C-4.49 CURB RETURNSC-5.1 TO C-5.3 CIVIL DETAILS ELECTRICAL:E-0.1 ELECTRICAL NOTES, LEGEND AND SINGLE LINE DIAGRAMSE-1.1 ELECTRICAL PLAN - BIKE PATHE-1.2 ELECTRICAL PLAN - CHORRO UNDERPASSLANDSCAPE:LP001 TO LP502 PLANTING PLANS AND DETAILSLI001 TO LI502 IRRIGATION PLANS AND DETAILS STRUCTURAL:S-101 SHEET INDEX, LEGEND & ABBREVIATIONS-102 GENERAL NOTESS-103 SPECIAL INSPECTION & TESTSS-201 TYPICAL CONCRETE DETAILSS-211 TYPICAL CONCRETE DETAILSS-311 RETAINING WALL DETAILS NOTES:

1.FOR FULL CIVIL SHEET INDEX LIST SEE SHEET C-1.32.FOR CIVIL KEY MAP SEE SHEET C-1.3 HORIZONTAL CONTROL FOR POINTS 8029 & 8026 AS PUBLISHED
IN THE CITY OF SAN LUIS OBISPO 2007 HORIZONTAL CONTROL
NETWORK. CITY NETWORK IS BASED ON THE NORTH AMERICANDATUM OF 1983 (NAD83) EPOCH DATE 1991.35, ZONE 5 CALIFORNIA.

VERTICAL CONTROL BENCHMARK NO. 195 WITH AN ELEVATION
OF 252.72 L&T 12± WEST OF EASTERLY DRIVE APPROACH TOSHELL STATION AT FOOTHILL & BROAD AS PUBLISHED IN THECITY OF SAN LUIS OBISPO 2007 BENCHMARK SYSTEM. CITY'S

BENCHMARK SYSTEM IS BASED ON THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD88).

Reference Documents:

City Standard Specifications - August 2020 EditionCity Engineering Standards - August 2020 Edition DATUM:

SAN LUIS OBISPO COUNTY, CALIFORNIA

NORTH CHORRO GREENWAY

APPROVED BY
SPECIFICATION NO. DATE SHEET
Brian A. Nelson, City Engineer R.C.E. C79870 Approved Date NOVEMBER 11, 2022
1000036 FILE NO./LOCATION
No. C 79870
BRIA N A. NELSON

C I V I L
C-1.1

TOPOGRAPHIC SURVEY
PREPARED BY: RRM DESIGN GROUP
DATE: NOVEMBER 10, 2021
PROJECT No.: 1417-05-CU21
1417-05-CU21

SHEET SUMMARY

C I V I L
No. 78227
A
H I D
K .

T O T YOS
DATE: 11/11/22
EXPIRES: 9/30/23
December 19, 2022

Page 81 of 403 ends

CITY SPECIFICATION NO.

DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036

ABBREVIATIONS

AB AGGREGATE BASEAC ASPHALT CONCRETEAP ANGLE POINTARV AIR RELEASE VALVE

BCR BEGIN CURVEBW BACK OF WALK
CB CATCH BASINCL/CL. CENTERLINE/CLASSCMP CORRUGATED METAL PIPECONC. CONCRETE DBH DIAMETER AT BREAST HEIGHT [OF A TREE]DI DRAIN INLETDIP DUCTILE IRON PIPEEG EXISTING GRADEEX. EXISTINGELEV ELEVATIONFDC FIRE DEPARTMENT CONNECTIONFG FINISHED GRADEFL FLOWLINEFS FINISHED SURFACEFP FINISHED PADFW FIRE WATERHP HIGH POINT

IPS IRON PIPE SIZE

JT JOINT TRENCH
LP LOW POINTEL. MAXIMUM
MIN. MINIMUM
NTS NOT TO SCALEPL PROPERTY LINEPCL PARCELPCC PORTLAND CEMENT CONCRETEPOC POINT OF CURVE/POINT OF CONNECTIONPOT POINT OF TANGENTPRC POINT OF REVERSE CURVEROW RIGHT OF WAYRET. WALL RETAINING WALLRP REDUCED PRESSURERW RECYCLED WATER SD STORM DRAINSFM SEWER FORCE MAINSL STREET LIGHT/SERVICE LATERALSS SANITARY SEWERSTA STATIONSTD. STANDARDTBD TO BE DETERMINEDTBM TEMPORARY BENCHMARKTC TOP OF CURBTF TOP OF FOOTINGTP TOP OF PAVEMENTTG TOP OF GRATETYP. TYPICALTW TOP OF WALL

UON UNLESS OTHERWISE NOTED

W WATERWSE WATER SURFACE ELEVATION
PCRS:

THE PROJECT CONSISTS OF:
x ROAD AND PARKING SURFACE REPAIRx SIDEWALK AND BIKE PATHx CURB AND GUTTER IMPROVEMENT OR REPLACEMENTx TRAILS AND PATHWAYSx CURB RAMP IMPROVEMENTS THE PROJECT IS SUBSEQUENTLY EXEMPT FROM CENTRAL COAST POST-CONSTRUCTION STORMWATER REQUIREMENTS PER RESOLUTION R3-2013-0032. REFER TO PROJECT STORMWATER CONTROL PLAN APPLICATION FOR FURTHER DETAILS.

STORMWATER COMPLIANCE

GENERAL NOTES
C-1.2

RAW EARTHWORK QUANTITIES (BIKE PATH)
AREA OF DISTURBANCE: 11,000 SQUARE FEET
MAXIMUM CUT HEIGHT: 4.0 FEET
MAXIMUM FILL HEIGHT: 1.0 FEET
RAW CUT: 300 CUBIC YARDS
RAW FILL: 0 CUBIC YARDS
ADJUSTED FILL:
(ASSUMED 25% SHRINKAGE) 0 CUBIC YARDS
NET QUANTITY: 300 CUBIC YARDS

THE APPROXIMATE RAW EARTHWORK QUANTITIES SHOWN HEREON REPRESENT THE ESTIMATED VOLUMETRIC DIFFERENCE CALCULATED BETWEEN THE PROPOSED SUBGRADE AND EXISTING GRADE SURFACE, AND ARE SUBJECT TO CHANGE. THESE ESTIMATES DO NOT INCLUDE CONSIDERATIONS FOR LOSSES OR BULKING DUE TO:SOIL AMENDMENTS, STABILIZATION, CONSTRUCTION TECHNIQUE, FOOTING & TRENCHING SPOILS, ETC. THESE CONSIDERATIONS, IN ADDITION TO ACTUAL FIELD CONDITIONS AND THE FINAL RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER, MAY SIGNIFICANTLY EFFECT THE FINAL IMPORT/EXPORT QUANTITIES.

APPROXIMATE QUANTITIES SHOWN ON THESE PLANS ARE FOR PERMITTING PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CALCULATE ACTUAL QUANTITIES FOR THE PURPOSE OF CONSTRUCTION AND COST ESTIMATES. CONTRACTOR IS ALSO RESPONSIBLE FOR ADJUSTMENTS TO SLOPE HINGE POINTS IN ORDER TO PROVIDE GRADED PAD AREA ADJACENT TO PATHS, WALKWAYS, AND ROADS FOR UTILITY BOXES, TRANSFORMERS, AND ABOVE GROUND UTILITY INFRASTRUCTURE.APPROXIMATE RAW EARTHWORK QUANTITIES SHOWN ABOVE FOR BIKE PATH AREA BETWEEN FOOTHILL BLVD AND RAMONA DRIVE ONLY. APPROXIMATE RAW EARTHWORK QUANTITIES FOR REMAINING PROJECT AREAS ARE NOT PROVIDED. CONTRACTOR IS RESPONSIBLE FOR ANY/ALL MATERIALS QUANTITIES, EARTHWORK QUANTITIES ASSOCIATED WITH WORK SHOWN HEREIN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CALCULATE ACTUAL QUANTITIES FOR THE PURPOSE OF BIDDING, COST ESTIMATES AND CONSTRUCTION.

PROJECT SOILS REPORT
PREPARED BY:

EARTH SYSTEMS PACIFIC
4378 OLD SANTA FE ROAD
SAN LUIS OBISPO, CA 93401
DATE: November 12, 2021
UPDATED: N/A
REPORT NAME:

GEOTECHNICAL ENGINEERING REPORT

ANHOLM NEIGHBORHOOD GREENWAY

SAN LUIS OBISPO, CALIFORNIA
PREPARER: Robert Down, PE
LICENSE: PE 70206
SKY
BLM
SKY

1. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THESE PLANS, SPECIAL PROVISIONS PREPARED FOR THIS PROJECT AND THE 2020 CITY OF SAN LUIS OBISPO STANDARD SPECIFICATIONS ANDENGINEERING STANDARDS, IN CONJUNCTION WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND STANDARD PLANS, 2015 EDITION (UNREVISED), AND LATEST EDITION OF CALIFORNIA MUTCD.

2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OF NORTHERN/CENTRAL CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER, TELEPHONE, OIL AND NATURAL GASUNDERGROUND FACILITIES. CONTRACTOR OR PERMITTEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES.

3. THE CONTRACTOR SHALL POSSESS A CLASS "A" OR "C12" LICENSE AT THE TIME THE BIDS OPEN AND DURING THE ENTIRE LENGTH OF THE CONTRACT.

4. THESE PLANS DO NOT INDICATE ALL EXISTING FACILITIES IN THE VICINITY OF THE PROPOSED WORK SUCH AS EXISTING IRRIGATION HEADS AND LINES, SHRUBBERY AND VEGETATION, ETC. THECONTRACTOR MUST USE CARE TO AVOID DAMAGE TO ANY EXISTING IMPROVEMENTS OR VEGETATION IN

THE VICINITY OF THE WORK, AND MUST REPAIR ANY FACILITIES DAMAGE DURING CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER.

5. WHERE TRIMMING OF EXISTING VEGETATION IS REQUIRED DURING CONSTRUCTION IT MUST BE DONE IN A MANNER TO REMOVE THE MINIMUM POSSIBLE AMOUNT OF VEGETATION AND LEAVE THE REMAINING INAN ATTRACTIVE CONDITION. CONTRACTOR MUST COORDINATE WITH CITY ARBORIST PRIOR TO TRIMMING OF ANY VEGETATION.

6. PROTECT TREE BRANCHES, TRUNK, ROOTS AND FOLIAGE THROUGH PROPER TRIMMING AND CONSTRUCTION TECHNIQUES WHENEVER POSSIBLE PER CITY STD SECTION 20.

7. THESE PLANS DO NOT INDICATE ALL OVERHEAD LINES. CONTRACTOR SHALL TAKE CARE DURING CONSTRUCTION TO AVOID CONTACT WITH OR DAMAGE TO EXISTING OVERHEAD LINES.

8. ANY EXISTING UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S SOLEEXPENSE.

9. CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AND AGENCIES WITH SERVICES IN THE AREA

PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES AND COORDINATE WITH THE UTILITY COMPANIES AFFECTED BY CONSTRUCTION.

10. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR'S LICENSED LAND SURVEYOR SHALL FILE A

CORNER RECORD IN THE OFFICE OF THE SAN LUIS OBISPO COUNTY SURVEYOR FOR EACH EXISTING MONUMENT WITHIN THE PROJECT AREA THAT HAS THE POTENTIAL TO BE DISTURBED. PROTECTBENCHMARKS AND PROPERTY CORNERS IN PLACE PER CITY STD SECTION 5-1.26.

11. PROTECT SURVEY MONUMENTS IN PLACE DURING CONSTRUCTION. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE REPLACEMENT OF DAMAGED OR DISPLACED SURVEY MONUMENTS AND SHALL NOTIFY THE CITY FIVE (5) WORKING DAYS PRIOR TO RESTORING MONUMENTS. MONUMENTS SHALL BE RESET BY A CALIFORNIA LICENSED LAND SURVEYOR AND SHALL INCLUDE PREPARING AND FILING A CORNER RECORD WITH SAN LUIS OBISPO COUNTY.

12. ALL STRIPING AND MARKINGS SHALL BE PER CALTRANS REVISED STANDARD PLANS 2015 -A20A, A20B, A20C, A20D, A24A, A24B, A24C, A24D, AND A24E. ANY STRIPING NOT MARKED FOR REMOVAL SHALL BE PROTECTED IN PLACE. SEE SPECIAL PROVISIONS SECTION 84.

13. ALL CURB, GUTTER, AND SIDEWALK IMPROVEMENTS SHALL BE COMPLETED PRIOR TO THE START OF PAVING WORK.

14. CONCRETE SIDEWALKS MUST CONFORM TO ENGINEERING STANDARDS 4110 & 4220.15. REMOVAL AND REPLACEMENT OF EXISTING CONCRETE SHALL CONFORM TO ENGINEERING STANDARD 4910.

16. ALL PAVEMENT MARKINGS, STRIPING, AND SIGN LOCATIONS SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION.

17. ALL EQUIPMENT SUBMITTALS, INCLUDING PATH/STREET LIGHTING, SIGNS, GREEN BIKE LANE COATING, ETC. SHALL BE APPROVED BY CITY PRIOR TO INSTALLATION.

18. WHERE NO CURB AND GUTTER EXISTS AND EDGE OF PAVEMENT IS OBSTRUCTED BY VEGETATION,

CONTRACTOR SHALL TRIM BACK VEGETATION TO REVEAL EDGE OF PAVEMENT PRIOR TO IMPROVEMENTS.

19. GREEN PAVEMENT MARKINGS AT BIKE LANES SHALL BE SEALMASTER SAFE RIDE OR CITY APPROVED EQUIVALENT PER SECTION 84-6.01.

20. HYDRANT MARKERS MUST BE INSTALLED PER STD. 7920, DO NOT INSTALL IN BIKE LANES.

21. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING UTILITY COVERS IN FIELD.22. PROTECT UTILITY COVERS IN PLACE. ENSURE EXCESSIVE LIP BETWEEN COVER AND SLURRY DOES NOT FORM. THERMOPLASTIC STRIPING PLACED ON CONCRETE REQUIRES A PRIMER COAT PRIOR TO APPLICATION.

GENERAL NOTES:

LEGEND:

1. PROTECT TREE BRANCHES, TRUNK, ROOTS AND FOLIAGE THROUGH PROPER TRIMMING AND CONSTRUCTION TECHNIQUES WHENEVER POSSIBLE. CONTRACTOR TO HIRE CERTIFIED ARBORIST FOR TREE TRIMMING TO ALLOW NECESSARY EQUIPMENT CLEARANCE AT NO ADDITIONAL COST TO THE CITY.

2. WHERE TREES CANNOT BE TRIMMED TO AVOID CONFLICT WITH CONSTRUCTION EQUIPMENT, THE FOLLOWING TECHNIQUES MAY BE UTILIZED TO MINIMIZE DAMAGE DURING CONSTRUCTION ACTIVITIES:
a. USE EQUIPMENT THAT IS SHORTER IN HEIGHT OR WIDTH TO AVOID CONTACT WITH TREES b. BACK EQUIPMENT UNDER LIMBS AND FOLIAGE TO MINIMIZE CONTACT WITH CONSTRUCTION EQUIPMENT c. EMPLOY HAND TECHNIQUES TO AVOID USING EQUIPMENT UNDER VULNERABLE TREESd. UNDER COORDINATION WITH THE CITY ARBORIST, PUSH INTERFERING TREE LIMBS TEMPORARILY OUT OF THE WAY.

TREE PROTECTION
PER CITY OF SAN LUIS OBISPO GRANT DEED AND ROW AGREEMENT:

1. DEED SECTION 2 - RESTORATION OF GRANTOR PROPERTY: CONTRACTOR TO RESTORE AREAS IMPACTED

BY CONSTRUCTION WITHIN THE TEMPORARY EASEMENT AREA LOCATED ON THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS ("GRANTOR") PROPERTY TO PRE-CONSTRUCTION CONDITION UPON COMPLETIONOF CONSTRUCTION ACTIVITIES. THIS INCLUDES, BUT IS NOT LIMITED TO REMOVAL OF ALL EQUIPMENT AND MATERIALS; REPAIR OF ANY DAMAGE; AND REPLACEMENT OF TOPSOIL, VEGETATION, MULCH, ETC.

2. DEED SECTION 5.3 - USE OF EASEMENT AREA: CONTRACTOR SHALL NOT CARRY OUT ANY ACTIVITIES THAT

CREATE NUISANCES OR POSE RISKS TO THE GRANTOR, INCLUDING BUT NOT LIMITED TO NOISES, ODORS, LIGHT, DUST, SMOKE, GASES, LIGHT, VIBRATION, RISK OF FIRE, EXPLOSION, OR HAZARDOUS MATERIALS.

3. ROW AGREEMENT - SECTION E: CONTRACTOR TO REINSTALL THE 6' HIGH METAL SECURITY FENCE, OR A

COMPARABLE REPLACEMENT FENCE, ALONG FOOTHILL BOULEVARD AND FOR THE LENGTH OF THE PROPERTY LINE BETWEEN THE GRANTOR'S PROPERTY AND THE NEW EASEMENT AREA.

4. ROW AGREEMENT - SECTION E: AS PART OF THE CONSTRUCTION PROJECT, THE CONTRACTOR PLANT EIGHT TREES WITHIN THE TEMPORARY CONSTRUCTION EASEMENT LOCATED ON THE GRANTOR'S PROPERTY.

5. CONTRACTOR TO COMPLY WITH THE FULL REQUIREMENTS DESCRIBED IN THE DEED AND RIGHT OF WAY AGREEMENT, WHICH ARE PROVIDED AS AN ATTACHMENT TO THE BID DOCUMENTS.

LDS BIKE PATH NOTES

1. PRIOR TO CONSTRUCTION, CONTRACTOR TO FIELD VERIFY DIMENSIONS WITH ENGINEER PRIOR TO SAWCUTTING AND DIG.

2. FIELD VERIFY WITH ENGINEER PRIOR TO REMOVAL OF BASE FAILURES. DIGOUTS OF BASE FAILURES SHALL BE REMOVED AND REPLACED PRIOR TO FIRST LIFT. DEPTH OF BASE DIGOUT TO BE DETERMINED BY GEOTECHNICAL ENGINEER.

3. ASSUMED CLASS II AGGREGATE BASE SUBGRADE ASSUMED TO BE SUFFICIENT AND TO BE PROTECTED IN PLACE. PRIOR TO CONSTRUCTION, ANY CHANGE IN DEPTH OF HMA OR CLASS II AGGREGATE BASE SUBGRADE MATERIAL TO BE COORDINATED WITH CITY AND GEOTECHNICAL ENGINEER.

4. PLACE 10" U.O.N. MIN HOT MIX ASPHALT (HMA) TYPE "A" IN LIFTS PER STATE STANDARD SPECIFICATIONS.

THE INITIAL LIFT MUST BE 3-INCHES THICK (1/2" MAX AGGREGATE) AND FINAL LIFT BE 3-INCHES THICK (1/2" MAX AGGREGATE).

5. MILLING AND FILLING WITH THE INITIAL LIFT OF 3-INCHES MUST BE COMPELTED ON THE SAME WORK SHIFT.

THE INITIAL LIFT OF 3-INCHES MUST BE COMPLETED FOR THE ENTIRE LENGTH AND WIDTH OF THE DESIGNATED AREA BEFORE THE FINAL LIFT CAN BE COMPLETED.

6. CONTRACTOR TO PAVE UP TO GUTTER LIP OR EDGE OF EXISTING PAVEMENT SAWCUT LINE.

7. PAVEMENT CROSS SLOPES SHALL MATCH EXISTING EXCEPT THAT CROSS SLOPES SHALL BE LIMITED TO 1.5% MINIMUM AND 3.0% MAXIMUM, UNLESS OTHERWISE APPROVED BY THE CITY AND/OR ENGINEER.

AC MILL AND FILL NOTES
DATE: 11/11/22
EXPIRES: 9/30/23

Page 82 of 403 ends

CITY SPECIFICATION NO.

DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 500 feet
1" = 250'
250 750
KEYMAP
1" = 250' HORIZONTAL SCALE
KEYMAP
C-1.3
SKY
BLM
SKY

CIVIL SHEET INDEX LIST

SHEET NUMBER SHEET TITLE
C-1.1 TITLE SHEETC-1.2 GENERAL NOTESC-1.3 KEYMAPC-2.1 DEMOLITION PLAN - BIKE PATH [10+00 - 13+50]C-2.2 DEMOLITION PLAN - CHORRO [33+25 - 42+25]C-3.1 FERRINIC-3.2 FERRINIC-3.3 BIKE PATH [10+00 - 13+50]C-3.4 BIKE PATH [13+50 - 15+32]C-3.5 BIKE PATH RETAINING WALLC-3.6 RAMONA [10+00 - 17+86]C-3.7A BROAD [10+00 - 18+75]C-3.7B BROAD & MURRAYC-3.8 BROAD [18+75 - 27+60]C-3.9 MISSION [11+00 - 18+25]C-3.10 CHORRO [10+00 - 17+50]C-3.11 CHORRO [17+50 - 26+50]C-3.12 LINCOLN [6+05 - 9+00]C-3.13 CHORRO [26+50 - 29+50]C-3.14 CHORRO [29+50 - 38+00]C-3.15 CHORRO [38+00 - 41+50]C-3.16 CHORRO [41+50 - 45+00]C-4.1 FELTON CURB RETURNSC-4.2 FELTON CURB RETURNSC-4.3 CERRO ROMAULDO CURB RETURNSC-4.4 CERRO ROMAULDO CURB RETURNSC-4.5 RAMONA CURB RETURNSC-4.6 RAMONA CURB RETURNSC-4.7 RAMONA CURB RETURNSC-4.8 MEINECKE CURB RETURNSC-4.9 MEINECKE CURB RETURNSC-4.10 MEINECKE CURB RETURNSC-4.11 MURRAY CURB RETURNSC-4.12 MURRAY CURB RETURNSC-4.13 MURRAY CURB RETURNSC-4.14 MURRAY CURB RETURNSC-4.15 BROAD CURB RETURNSC-4.16 BROAD CURB RETURNSC-4.17 ALMOND CURB RETURNC-4.18 MISSION CURB RETURNSC-4.19 MISSION CURB RETURNSC-4.20 MISSION CURB RETURNSC-4.21 MISSION CURB RETURNSC-4.22 MISSION CURB RETURNSC-4.23 VENABLE CURB RETURNSC-4.24 VENABLE CURB RETURNSC-4.25 CENTER CURB RETURNSC-4.26 CENTER CURB RETURNSC-4.27 CENTER CURB RETURNSC-4.28 CENTER CURB RETURNSC-4.29 MOUNTAIN VIEW CURB RETURNSC-4.30 MOUNTAIN VIEW CURB RETURNSC-4.31 MOUNTAIN VIEW CURB RETURNSC-4.32 MOUNTAIN VIEW CURB RETURNSC-4.33 MOUNTAIN VIEW CURB RETURNSC-4.34 LINCOLN CURB RETURNSC-4.35 LINCOLN CURB RETURNSC-4.36 LINCOLN CURB RETURNSC-4.37 LINCOLN CURB RETURNSC-4.38 WALNUT CURB RETURNSC-4.39 WALNUT CURB RETURNSC-4.40 WALNUT CURB RETURNSC-4.41 WALNUT CURB RETURNSC-4.42 PEACH CURB RETURNSC-4.43 PEACH CURB RETURNSC-4.44 PEACH CURB RETURNSC-4.45 PEACH CURB RETURNSC-4.46 MILL CURB RETURNSC-4.47 MILL CURB RETURNSC-4.48 MILL CURB RETURNSC-4.49 MILL CURB RETURNSC-5.1 CIVIL DETAILSC-5.2 CIVIL DETAILSC-5.3 CIVIL DETAILS DATE: 11/11/22
EXPIRES: 9/30/23

Page 83 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.PROTECT AND PRESERVE EXISTING SIGN AND POST IN PLACE.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REMOVE AND REINSTALL EXISTING SIGN ON NEW PUNCH POST UNLESS EXISTING POST CAN BE SALVAGED PER CITY STD 7215.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

NOT USED.NOT USED.REMOVE EXISTING CONCRETE CURB. CURB TO BE REPLACED WITH PROPOSED CURB & GUTTER AS SHOWN ON SHEET C-3.15.

REMOVE EXISTING CONCRETE CURB AND GUTTER.REMOVE EXISTING TREE, INCLUDING STUMPS AND ROOTS.REMOVE ALL EXISTING VEGETATION WITHIN EXISTING 20' EASEMENT.REMOVE EXISTING DRIP IRRIGATION LINES, STUB AND CAP AT LDS PROPERTY. 123456123456789
10111213

PROTECT AND PRESERVEEXISTING PILASTERS, FENCE AND
CONCRETE MOW STRIP, U.O.N.

CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 40 feet
1" = 20'
BIKE PATH [10+00 - 15+32] 20 60 DEMOLITION PLAN - BIKE PATH [10+00 - 13+50] C-2.1
SKY
BLM
SKY
6 1
6 30"x24"

CAL FRESH SHOPPING CENTER
(NOT A PART)

PROTECT AND PRESERVEEXISTING WALL (TYP)
2 REMOVE EXISTING PILASTER

AND FOUNDATION

REMOVE EXISTING FENCE AND
CONCRETE MOW STRIP (APPROX 25 LF)
6 PROTECT AND PRESERVEEXISTING PILASTER
1 1 1 1 1

LDS CHURCH
(NOT A PART)
6 2
2 8"
5 2
1 REMOVE EXISTING PILASTER

AND FOUNDATION

PROTECT AND PRESERVEEXISTING WALL (TYP)
2 6
6 REMOVE EXISTING FENCE AND
CONCRETE MOW STRIP (APPROX 50 LF).

REMOVE ALL EXISTING VEGETATIONLOCATED BETWEEN EXISTING BACK OF WALK AND ROW.

REMOVE EXISTING MOW
STRIP (APPROX 20 LF)

REMOVE EXISTING PILASTER

AND FOUNDATION

PROTECT AND PRESERVE

EXISTING PILASTER
6 2 2
1 1

REMOVE AND REPLACEEXISTING DAMAGED

CONCRETE PANEL
11 11 12"
11 4"
11 12
12 12
12 12
13 12" 11
11 11
11 8" 11
11 6" 13
6" 11

ADJUST/RAISE EXISTING

TV AND PAC BELL BOXES

PROTECT AND PRESERVEEXISTING PG&E VAULT
PROTECT (2) EXISTING CITYPROJECT SIGNS IN PLACE
DATE: 11/11/22
EXPIRES: 9/30/23

Page 84 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

NOT USED.NOT USED.REMOVE EXISTING CONCRETE CURB. CURB TO BE REPLACED WITH PROPOSED CURB & GUTTER AS SHOWN ON SHEET C-3.15.

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 40 feet
1" = 20'
CHORRO [38+00 - 42+25] 20 60

MATCHLINE - SEE ABOVE
DEMOLITION PLAN - CHORRO [33+25 - 42+25]
C-2.2
SKY
BLM
SKY
2 5
1 1
2 2
6 1 3
2 4
6 2
9 2
6 6 6 1 1 6
2 4
30"X24" 9 9
2 2 5
9 5
9 9
6 2
2 9
6 2
2 5 4
6 2
9 6
9 2 2
0 40 feet
1" = 20'
CHORRO [33+25 - 38+00] 20 60
1" = 20' HORIZONTAL SCALE
MATCHLINE - SEE BELOW 5
1 4
5 5
4 4
3 2
4 2
1 1
2 4
6 4
5 5
5 5
3 6
6 6
4 2
3 2
2 2
2 4
6 6
1 4
2 2
6 6
6 6
6 6
6 2
6 6
6 2
6 1
2 2
REMOVE AND REPLACE CURB, GUTTER AND SIDEWALK PER CITY STD 4030 AND 4110. ASPHALT PAVEMENT DIGOUT REPAIR. REMOVE AC/BASE AND REPLACE WITH 10" DEEP LIFT HOT MIX ASPHALT (HMA) TYPE "A" (12" MAX AGGREGATE).

PRIOR TO CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH CITY AND

CITY ARBORIST IF ADJACENT PINE TREE, WHICH IS SUSPECTED TO BE UPROOTING

THE PAVEMENT, WILL BE IMPACTED BY HMA AND DIGOUT REPAIRS 6 6
5 2
30"X24"
2 2
1 1
2 30"X24"
2 2
1 2
DATE: 11/11/22
EXPIRES: 9/30/23

Page 85 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUAL

ON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANS STANDARD PLANS AND SPECIFICATIONS.

5. REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.

IMPROVEMENT KEY NOTES
CONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.

SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.

INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL. IF A NEW FRAME IS NEEDED TO BE INSTALLED, REMOVE 8"x8" AROUND THE NEW FRAME AND SALVAGE EXISTING REBAR FOR DOWELS AND ADD NEW.

INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION 20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES 12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAX AGGREGATE).

NOT USED.
123456789
1011
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 40 feet
1" = 20'
FERRINI 20 60
1" = 20' HORIZONTAL SCALE

MATCHLINE - SEE BELOW

FERRINI
C-3.1
SKY
BLM
SKY

MATCHLINE - SEE BELOW
0 40 feet
1" = 20'
FERRINI 20 60
1" = 20' HORIZONTAL SCALE

MATCHLINE - SEE BELOW MATCHLINE - SEE NEXT SHEET

MATCHLINE - SEE ABOVE
7 7
7 7
7 4
4 6
6 3
3 10
DATE: 11/11/22
EXPIRES: 9/30/23

Page 86 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUAL

ON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANS STANDARD PLANS AND SPECIFICATIONS.

5. REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.

SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.

INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAX AGGREGATE).

NOT USED.
123456789
1011
0 40 feet
1" = 20'
FERRINI 20 60
1" = 20' HORIZONTAL SCALE

MATCHLINE - SEE BELOW

MATCHLINE - SEE ABOVE
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 40 feet
1" = 20'
FERRINI 20 60
1" = 20' HORIZONTAL SCALE

MATCHLINE - SEE PREVIOUS SHEET

FERRINI
C-3.2
SKY
BLM
SKY
7 4
7 6
7 7
7 3
3 6
4 8
24"X24"
10 10

MATCHLINE - SEE NEXT SHEET
4 DATE: 11/11/22
EXPIRES: 9/30/23

Page 87 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUAL

ON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANS STANDARD PLANS AND SPECIFICATIONS.

5. REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.

SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.

INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAX AGGREGATE).
123456789
10 CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 40 feet
1" = 20'
BIKE PATH [10+00 - 13+50] 20 60
1" = 20' HORIZONTAL SCALE1" = 4' VERTICAL SCALE

EXISTING GRADEPROPOSED GRADE

MATCHLINE - SEE NEXT SHEET
BIKE PATH [10+00 - 13+50]
C-3.3
SKY
BLM
SKY
9 NOTES:

1. PROTECT AND PRESERVE EXISTING WALL AND FOOTING. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE AND FIELD VERIFY EXISTING DEPTH AND EXTENTS OF EXISTING WALL FOOTING. CONTRACTOR SHALL IDENTIFY AND REPORT ANY POTENTIAL CONFLICTS WITH PROPOSED WALL FOOTINGAND/OR PROPOSED FOOTING CONSTRUCTION AS SOON AS FEASIBLE. INFORMATION FOUND SHALL BE SHARED WITH CITY AND ENGINEER OF RECORD.

2. REFER TO ELECTRICAL PLANS FOR CONDUIT LOCATION.

NOTE:

1. ALL BIKE PATH STRIPING TO BE TRAFFIC RATED
PAINT (NOT THERMOPLASTIC) (TYP), EXCEPTFOR BIKE & PEDESTRIAN SYMBOLS, WHICH AREPREFORMED THERMOPLASTIC SHEETS.

MATCHLINE - SEE

PREVIOUS SHEET
4 DATE: 11/11/22
EXPIRES: 9/30/23

Page 88 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUAL

ON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANS STANDARD PLANS AND SPECIFICATIONS.

5. REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.

SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.

INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 40 feet
1" = 20'
BIKE PATH [13+50 - 15+32] 20 60
1" = 20' HORIZONTAL SCALE1" = 4' VERTICAL SCALE

EXISTING GRADEPROPOSED GRADE

ELEVATION

MATCHLINE - SEE PREVIOUS SHEET
BIKE PATH [13+50 - 15+32]
C-3.4
SKY
BLM
SKY
7 1
3 NOTES:

NOTES:

PER CITY OF SAN LUIS OBISPO GRANT DEED AND ROW AGREEMENT:

1. DEED SECTION 2 - RESTORATION OF GRANTOR PROPERTY: CONTRACTOR TO RESTORE

AREAS IMPACTED BY CONSTRUCTION WITHIN THE TEMPORARY EASEMENT AREA LOCATED ON THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS ("GRANTOR") PROPERTY TO PRE-CONSTRUCTION CONDITION UPON COMPLETION OF CONSTRUCTION ACTIVITIES. THIS INCLUDES, BUT IS NOT LIMITED TO REMOVAL OF ALL EQUIPMENT AND MATERIALS; REPAIR OF ANY DAMAGE; AND REPLACEMENT OF TOPSOIL, VEGETATION, MULCH, ETC.

2. DEED SECTION 5.3 - USE OF EASEMENT AREA: CONTRACTOR SHALL NOT CARRY OUT ANY

ACTIVITIES THAT CREATE NUISANCES OR POSE RISKS TO THE GRANTOR, INCLUDING BUT NOT LIMITED TO NOISES, ODORS, LIGHT, DUST, SMOKE, GASES, LIGHT, VIBRATION, RISK OF FIRE,EXPLOSION, OR HAZARDOUS MATERIALS.

3. ROW AGREEMENT - SECTION E: CONTRACTOR TO REINSTALL THE 6' HIGH METAL SECURITY FENCE, OR A COMPARABLE REPLACEMENT FENCE, ALONG FOOTHILL BOULEVARD ANDFOR THE LENGTH OF THE PROPERTY LINE BETWEEN THE GRANTOR'S PROPERTY AND THE NEWEASEMENT AREA.

4. ROW AGREEMENT - SECTION E: AS PART OF THE CONSTRUCTION PROJECT, THE

CONTRACTOR PLANT EIGHT TREES WITHIN THE TEMPORARY CONSTRUCTION EASEMENT LOCATED ON THE GRANTOR'S PROPERTY.

5. CONTRACTOR TO COMPLY WITH THE FULL REQUIREMENTS DESCRIBED IN THE DEED AND RIGHT OF WAY AGREEMENT, WHICH ARE PROVIDED AS AN ATTACHMENT TO THE BIDDOCUMENTS.

NOTE:

1. ALL BIKE PATH STRIPING TO BE TRAFFIC RATED

PAINT (NOT THERMOPLASTIC) (TYP)
4 DATE: 11/11/22
EXPIRES: 9/30/23

Page 89 of 403 ends

CITY SPECIFICATION NO.

DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036

BIKE PATH RETAINING WALL
C-3.5
SKY
BLM
SKY
0 40 feet
1" = 20'
RETAINING WALL(W) 20 60
1" = 20' HORIZONTAL SCALE1" = 4' VERTICAL SCALE

EXISTING GRADEPROPOSED GRADE
ELEVATIONDATE: 11/11/22 EXPIRES: 9/30/23

Page 90 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUAL

ON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANS STANDARD PLANS AND SPECIFICATIONS.

5. REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.

SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.

INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAX AGGREGATE).

NOT USED.
123456789
1011
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 40 feet
1" = 20'
20 60
RAMONA [10+00 - 14+25]
1" = 20' HORIZONTAL SCALE
0 40 feet
1" = 20'
RAMONA [14+25 - 17+86] 20 60
1" = 20' HORIZONTAL SCALE

MATCHLINE - SEE BELOW

MATCHLINE - SEE ABOVE

BIKE PATH - SEE PREVIOUS SHEET

MATCHLINE - SEE NEXT SHEET
RAMONA [10+00 - 17+86]
C-3.6
SKY
BLM
SKY
7 6
4 7
3 6 4
4 3
7 7 7
3 4
1 DATE: 11/11/22
EXPIRES: 9/30/23

Page 91 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUAL

ON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANS STANDARD PLANS AND SPECIFICATIONS.

5. REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.

SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.

INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAX AGGREGATE).

NOT USED.
123456789
1011
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 40 feet
1" = 20'
20 60 BROAD [10+00 - 14+25]
1" = 20' HORIZONTAL SCALE
0 40 feet
1" = 20'
BROAD [14+25 - 18+75] 20 60
1" = 20' HORIZONTAL SCALE

MATCHLINE - SEE BELOW

MATCHLINE - SEE ABOVE

MATCHLINE - SEE NEXT SHEET

MATCHLINE - SEE PREVIOUS SHEET

MATCHLINE - SEE PREVIOUS SHEET
BROAD [10+00 - 18+75]
C-3.7A
SKY
BLM
SKY
8 6
6 7
7 3
4 3
4 3
6 4
4 4
3 6
7 4
7 6 3
6 8
3 4
8 3 6
4 4
6 3
4 30"X24"
60"X24"
18"X18"
10 6
3 4
10 DATE: 11/11/22
EXPIRES: 9/30/23

Page 92 of 403 ends

CITY SPECIFICATION NO.

DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 20 feet
1" = 10'
BROAD & MURRAY 10 30

BROAD & MURRAY
C-3.7B
SKY
BLM
SKY
DATE: 11/11/22
EXPIRES: 9/30/23

Page 93 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUAL

ON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANS STANDARD PLANS AND SPECIFICATIONS.

5. REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.

SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.

INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAX AGGREGATE).

NOT USED.
123456789
1011
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 40 feet
1" = 20'
BROAD [18+75 - 23+25] 20 60
1" = 20' HORIZONTAL SCALE
0 40 feet
1" = 20'
BROAD [23+25 - 27+60] 20 60
1" = 20' HORIZONTAL SCALE

MATCHLINE - SEE BELOW

MATCHLINE - SEE ABOVE

MATCHLINE - SEE NEXT SHEET

MATCHLINE - SEE PREVIOUS SHEET
BROAD [18+75 - 27+60]
C-3.8
SKY
BLM
SKY
6 3
7 7
7 7
7 7
4 6
3 4
8 40"X24"
10 BROAD CURB DETAIL
SCALE: 1" = 10'
10 10
DATE: 11/11/22
EXPIRES: 9/30/23

Page 94 of 403 ends

SD SD

SS SS SS SS SS SS SS
GREEN
WAY
^ ^
^
^
^
^
^ ^ ^ ^
^
^ ^ ^
^
^
^
^
^
^ ^
^
^^^ ^ ^ ^ ^ ^
^ SD
///
///
///
///
///
///
///
///
10+00
11+00
+00 15+00 16+00 17+00 18+00

INTERSECTION DATA
STA=10+00.00 CHORROSTA=16+75.63 MISSION
N=2301989.58E=5765140.20
INSTALL GREENWAY SIGN ON 14' PUNCH POST. SEE
DETAIL A. INSTALL R4-11 UNDER GREENWAY SIGN.

GREENWAY SIGN AND RIGHT ARROW PLAQUE
ON 12' PUNCH POST. SEE DETAIL A

GREENWAY SYMBOL PER
DETAIL B, SHEET C-5.1

45.5 SF, TYP
DETAIL 22, 50 LF

BIKE SYMBOL AND ARROW

NOTCHED CURB MEDIAN PER DETAIL
K, SHEET C-5.2. SEE LANDSCAPE
PLANS FOR PLANTER DETAILS.
10' 10' 8'
3'
1 2 SCALE STOP LEGEND
SEE SHEET C-4.19 FOR CURB RETURN
SEE SHEET C-4.18 FOR CURB RETURN
SEE SHEET C-4.22

FOR CURB
RETURN
SEE SHEET C-4.21 FOR CURB RETURN
SEE SHEET C-4.20

FOR CURB
RETURN
INSTALL BACK TO BACK GREENWAY SIGNS.

NORTHBOUND SIGN WITH LEFT ARROW
PLAQUE ON 12' PUNCH POST
STOP LEGEND & LIMIT LINE, 22 SF

19.7' 19.6'
9'
STOP LEGEND & LIMIT LINE 22 SF
12" WHITE, 11 LF
12" WHITE, 18 LF
12" WHITE, 18 LF
DETAIL 22, 11 LF
DETAIL 22, 9 LF
INSTALL 18" R1-1 SIGN
ON 12' PUNCH POST

INSTALL RED CURB PAINT
EDGE GRIND, 76 LF
EDGE GRIND, 18 LF
EDGE GRIND, 4 LF

EXISTING STOP SIGN, REMOVE& REINSTALL IN PLACE

EXISTING STOP SIGN, REMOVE & REINSTALL IN PLACE

EXISTING STOP SIGN,

PROTECT IN PLACE

RELOCATE EXISTING STOP SIGN
R4-11 ON 12' PUNCH

POST IN PARKWAY

SS SS SS SS SS
SS
SS
SS
GREEN
WAY
GREEN
WAY
> >
>
^ ^ ^
^
^
+00 12+00 13+00 14+
11+00
10+00

INTERSECTION DATA
STA=12+87.98 MISSIONSTA=10+00.00 ALMOND
N=2301939.22E=5764755.84
229 228 227 226 225 224 223 222 221 220 219

ALMOND STREET
SEE SHEET C-4.17 FOR CURB RETURN
DETAIL 1
108 LF

GREENWAY SYMBOL PER
DETAIL B, SHEET C-5.1

45.5 SF, TYP

GREENWAY SYMBOL PER
DETAIL B, SHEET C-5.1

45.5 SF, TYP

STOP LEGEND

AND LIMIT LINE
12" WHITE, 26 LF
NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUAL

ON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANS STANDARD PLANS AND SPECIFICATIONS.

5. REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.

SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.

INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAX AGGREGATE).

NOT USED.
123456789
1011
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 40 feet
1" = 20'
20 60
MISSION [11+00 - 14+00]
1" = 20' HORIZONTAL SCALE
0 40 feet
1" = 20'
MISSION [14+00 - 18+25] 20 60
1" = 20' HORIZONTAL SCALE

MATCHLINE - SEE BELOW

MATCHLINE - SEE ABOVE
MISSION [11+00 - 18+25]
C-3.9
SKY
BLM
SKY
3 4
7 7
7 7
7 6
3 6
3 4
3 6
6 3
4 4
6 3
2 5

MATCHLINE - SEE PREVIOUS SHEET
4 7
D D

Page 95 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUAL

ON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANS STANDARD PLANS AND SPECIFICATIONS.

5. REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.

SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.

INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAX AGGREGATE).

NOT USED.
123456789
1011
SD
^
^ ^
^ ^
^
^
^ ^
^ ^
^
^ ^
^
^
^
^
^
^ ^
^
^ ^
^ ^
^ ^
^
^ ^
/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 10+00 11+00 14+00 15+00 16+00 17+00 10+00
11+00

INTERSECTION DATA
STA=17+09.04 CHORRO
STA=10+00.00 CENTER
N=2301310.85
E=5765345.30

INTERSECTION DATA
STA=13+54.79 CHORROSTA=10+00.00 VENABLE
N=2301650.02E=5765243.04
4" WHITE EDGE LINE
DETAIL 22, 50 LF

BIKE SYMBOL AND ARROW
4" YELLOW APPROX 25'
NOTCHED CURB MEDIAN PER DETAIL K, SHEET C-5.2.

SEE LANDSCAPE PLANS FOR PLANTER DETAILS.
4" YELLOW LINE, 3' WITH 9' GAP

NOTCHED CURB MEDIAN PER DETAIL
K, SHEET C-5.2. SEE LANDSCAPE
PLANS FOR PLANTER DETAILS.
1 2 SCALE STOP LEGEND

STOP BAR

BIKE SYMBOL AND ARROW

HI VIS CROSSWALK
PER ENG STD 7350. 37 LF.

STOP LEGEND & LIMIT LINE
1 2 SCALE STOP LEGEND

AND LIMIT LINE
"RIGHT TURN YIELD TO BIKE" SIGN (R10-15)

SEE SHEET
C-4.23

FOR CURB
RETURN

SEE SHEET
C-4.24

FOR CURB
RETURN

SEE SHEET
C-4.26

FOR CURB
RETURN

SEE SHEET
C-4.25

FOR CURB
RETURN

GREEN BIKE LANE MARKINGS PER
DETAIL J, (CASE 3) 32 LF
SEE SHEET C-4.28

FOR CURB
RETURN
SEE SHEET C-4.27

FOR CURB
RETURN
4" YELLOW APPROX 25'
DETAIL 22
50 LF
DETAIL 1
151 LF
INSTALL R7-9 ON 12'

PUNCH POST
INSTALL R7-9 AND END PLAQUE ON 12' PUNCH POST
INSTALL R7-9 AND BEGIN

PLAQUE ON EXISTING

PUNCH POST WITH
STREET NAME SIGNS.

8.0' 10' 10' 4.5'
12" WHITE
19 LF
12" WHITE
16 LF
STOP LEGEND & LIMIT LINE 12" WHITE 10 LF

HI VIS CROSSWALK
PER ENG STD 7350. 38 LF.
12" WHITE
18 LF
DETAIL 22, 50 LF

STOP SIGN,

PROTECT IN PLACE

EDGE GRIND,
353 LF

NOTCHED CURB MEDIAN PER DETAIL K,
SHEET C-5.2. SEE LANDSCAPE PLANS
FOR PLANTER DETAILS. 14 PLANTERS.

STA=13+31 STA=13+79 6 PLANTERS 7 PLANTERS 2 PLANTERS
STA=14+08
STA=14+21 STA=14+57 STA=14+93
STA=15+03
STA=15+95
STA=15+62
STA=16+43
STA=16+65

EXISTING STOP SIGN, REMOVE
AND REINSTALL IN PLACE.

EXISTING STOP SIGN, REMOVE
AND REINSTALL IN PLACE.
3'

4.5'
SD SD
SS SS
GREEN
WAY
^ ^^
^
^
^ ^
^ ^ ^
^
^ ^ ^ ^
^ ^
^ ^
^
^
^
/// /// /// /// /// /// /// /// /// /// /// /// /// /// 10+00 11+00 12+00 13+00
16+00 17+00 INTERSECTION DATA STA=10+00.00 CHORRO STA=16+75.63 MISSION N=2301989.58 E=5765140.20 NOTCHED CURB MEDIAN PER DETAIL K, SHEET C-5.2. SEE LANDSCAPE PLANS FOR PLANTER DETAILS. 16 PLANTERS.

R4-11 ON 12' PUNCH

POST IN PARKWAY

STOP BAR AND LEGEND
4" WHITE EDGE LINE
DETAIL 22
50 LF
HI VIS CROSSWALK PERENG STD 7350. 37 LF

BIKE CROSSING PER DETAIL I
TWO (2) BACK TO BACK GREENWAY SIGNS ON 12' PUNCH POST IN PAVERS. SEE DETAIL B INSTALL R7-9 SIGN UNDER SOUTHBOUND GREENWAY SIGN

BIKE SYMBOL AND ARROW
4" YELLOW APPROX 25'
4" YELLOW LINE, 3' WITH 9' GAP BIKE BUFFER PER DETAIL F

NOTCHED CURB MEDIAN PER DETAIL K,
SHEET C-5.2. SEE LANDSCAPE PLANSFOR PLANTER DETAILS. 14 PLANTERS. 1 2 SCALE STOP LEGEND

STOP BAR
DETAIL 1, 185 lf
SEE SHEET C-4.21

FOR CURB
RETURN
SEE SHEET C-4.22

FOR CURB
RETURN
SEE SHEET C-4.19

FOR CURB
RETURN
SEE SHEET C-4.20

FOR CURB
RETURN
INSTALL "NO PARKING BIKE
LANE" SIGN (R7-9) ON NEWPUNCH POST

8.0' 10' 10' 4.5'

4.5'
INSTALL 18" R1-1 SIGN ON 12' PUNCH POST

GREENWAY SYMBOL PER

DETAIL B

EDGE GRIND,
176 LF
EDGE GRIND, 14 LF
EDGE GRIND, 17 LF
EDGE GRIND, 16 LF
STA=10+43 STA=11+23 STA=12+57

EXISTING STOP SIGN,

REMOVE AND
REINSTALL IN PLACE.
3'
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
CHORRO [10+00 - 17+50]
C-3.10
SKY
BLM
SKY
0 40 feet
1" = 20'
CHORRO [10+00 - 13+00] 20 60
1" = 20' HORIZONTAL SCALE
0 40 feet
1" = 20'
CHORRO [13+00 - 17+50] 20 60
1" = 20' HORIZONTAL SCALE

MATCHLINE - SEE BELOW

MATCHLINE - SEE ABOVE
7 6
7 7
7 7 7
7 6
3 3
6 3
3 4
3 6
6 4
6 4
4 6
4 6
4 6
4 3
3 6
3 8
8 27"x44.5"
(24"X36"

OPENING)
42"X30"

Page 96 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUAL

ON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANS STANDARD PLANS AND SPECIFICATIONS.

5. REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.

SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.

INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAX AGGREGATE).

NOT USED.
123456789
1011
> > > > >
> ^ ^
^ ^ ^ ^ ^
^
^
^
^
^ ^
^
^ ^ ^
^
^ ^
^ ^ ^ ^ ^ ^ ^ ^
^
^ ^
^
/// /// /// /// /// ///
22+00 23+00 24+00
25+00
26+00
10+00

INTERSECTION DATA
STA=24+58.02 CHORROSTA=10+00.00 LINCOLN
N=2300640.95E=5765660.42
4" YELLOW LINE, 3' WITH 9' GAP

NOTCHED CURB MEDIAN PER DETAIL K,
SHEET C-5.2. SEE LANDSCAPE PLANS
FOR PLANTER DETAILS. 3 PLANTERS.

NOTCHED CURB MEDIAN PER DETAIL K,
SHEET C-5.2. SEE LANDSCAPE PLANS
FOR PLANTER DETAILS. 10 PLANTERS.

TWO (2) BACK TO BACK GREENWAY SIGNS
ON 12' PUNCH POST IN PAVERS. SEE DETAIL A
REMOVE R4-11 SIGN AND PUNCH POST
INSTALL (11) GREENBACK CHEVRONS PER DETAIL I

BIKE SYMBOL
AND ARROW, 10.5 SF
4" YELLOW APPROX 25'
4" WHITE EDGE LINE
DETAIL 1
151 LF
HI VIS CROSSWALKPER ENG STD 7350, 37 LF
1 2 SCALE STOP LEGEND
NOTCHED MEDIAN PERDETAIL K, SHEET C-5.2
EDGE GRIND, 65 LF

STOP LEGEND & LIMIT LINE
DETAIL 22
50 LF
INSTALL GREENWAY SIGN ON 12'
PUNCH POST AND MODIFIED R10-15
SIGN "LEFT/RIGHT TURN YIELD TO BIKES"

STOP LEGEND
& LIMIT LINE
BIKE SYMBOL AND ARROW, 10.5 SF TYP
GREENWAY SIGN AND R7-9 SIGN ON 12' PUNCH POST

STRIPED BUFFER WITH ZICLA ZEBRA
SEPARATORS PER DETAIL G.

GRIND EXISTING STRIPING ON CONCRETE

BRIDGE DECK AND RESTRIPE PER PLAN

STOP BAR

SEE SHEET
C-4.34

FOR CURB
RETURN

SEE SHEET
C-4.35

FOR CURB
RETURN

SEE SHEET
C-4.36

FOR CURB
RETURN

SEE SHEET
C-4.37

FOR CURB
RETURN

GREEN BACK SHARROW

PER DETAIL C

REMOVE AND RELOCATE

EXISTING STOP SIGN
GREENWAY SIGN ON 12' PUNCH POST

STOP LEGEND
& LIMIT LINE
R7-9 SIGN AND END PLAQUE
ON 12' PUNCH POST

REMOVE AND REPLACE CURB, GUTTER AND
SIDEWALK PER CITY STD 4030 AND 4110. ASPHALT
PAVEMENT DIGOUT REPAIR. REMOVE AC/BASE AND
REPLACE WITH 10" DEEP LIFT HOT MIX ASPHALT
(HMA) TYPE "A" (1/2" MAX AGGREGATE).

8.0' 10.0' 10.0'

4.5'

6.3' 10.5'

10.5' 6.1' DETAIL 22 79 LF

HI VIS CROSSWALK
PER ENG STD 7350, 35 LF
12" WHITE, 14 LF
12" WHITE, 19 LF
DETAIL 22 12" WHITE, 11 LF
50 LF
HI VIS CROSSWALKPER ENG STD 7350, 40 LF

HI VIS CROSSWALK
PER ENG STD 7350, 40 LF
STA=26+04.43
ME=198.22±
STA=25+81.81
ME=197.93±
DETAIL 22
16 LF

GREEN BIKE LANE MARKINGS
PER DETAIL J, (CASE 1) 66 LF
DETAIL 1
61 LF CONT
3' WIDE MEDIAN PER
DETAIL L, SHEET C-5.2

22.7' 42.2'
3' WIDE MEDIAN PER
DETAIL L, SHEET C-5.2
±197.7 TC
±196.8 FL
MATCH

EXISTING
±198.2 TC±197.2 FL
MATCH

EXISTING

19.1'

REINSTALL STOP BAR
10'
18'
14'
STA=22+03
STA=22+49 STA=22+86 STA=23+00 STA=23+37
STA=23+49

NOTCHED CURB MEDIAN PER DETAIL K,
SHEET C-5.2. SEE LANDSCAPE PLANS
FOR PLANTER DETAILS. 2 PLANTERS.

EXISTING STOP SIGN, REMOVE
AND REINSTALL IN PLACE.

REMOVE & REINSTALL EXISTING
STOP SIGN. ADD R7-9 SIGN AND
END PLAQUE BELOW STOP SIGN.

REMOVE AND RELOCATEEXISTING STOP SIGN.

4.5'
3'
> > > > > >
> >
^ ^ ^ ^ ^ ^ ^ ^ ^
^ ^
^ ^ ^
^
^ ^ ^
^
^
^ ^ ^
^
^
^ ^ ^
18+00 19+00 20+00
21+00
22+00
10+00
11+00

INTERSECTION DATA
STA=20+98.86 CHORRO
STA=10+00.00 MOUNTAIN VIEW
N=2300937.71
E=5765458.13

NOTCHED CURB MEDIA
SHEET C-5.2. SEE LA
FOR PLANTER DETA 4" YELLOW LINE,
3' WITH 9' GAP

BIKE SYMBOL AND ARROW
4" WHITE EDGE LINE
DETAIL 1
204 LF

NOTCHED CURB MEDIAN PER DETAIL K,
SHEET C-5.2. SEE LANDSCAPE PLANS
FOR PLANTER DETAILS. 4 PLANTERS.

BIKE SYMBOL AND ARROW, 10.5 SF TYP
NOTCHED CURB MEDIAN PER DETAIL 4" YELLOW APPROX 25'
K, SHEET C-5.2. SEE LANDSCAPE
PLANS FOR PLANTER DETAILS.
4" YELLOW LINE, 3' WITH 9' GAP
NOTCHED CURB MEDIAN PER DETAILK, SHEET C-5.2. SEE LANDSCAPE PLANSFOR PLANTER DETAILS. 14 PLANTERS. 12' PUNCH POST WITH NORTHBOUND
FACING R1-1 (18" x 18").
"LEFT TURN YIELD TO BIKE" SIGN (R10-15)

SEE SHEET
C-4.30

FOR CURB
RETURN

SEE SHEET
C-4.29

FOR CURB
RETURN

SEE SHEET

FOR CURB
C-4.31
RETURN

SEE SHEET
C-4.33

FOR CURB
RETURN

SEE LANDSCAPE
PLANS

STOP LEGEND & LIMIT LINE
BIKE CROSSING PER CITY STD. 7360, CLASS 3
INSTALL R7-9 SIGN AND END
PLAQUE ON 12' PUNCH POST
4" YELLOW APPROX 25'
INSTALL R7-9 SIGN ON
12' PUNCH POST
10' 10' 4.5'

4.5'
12" WHITE
18 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
DETAIL 22
50 LF

REINSTALL STOP LEGEND
& LIMIT LINE
12" WHITE,18 LF
STA=18+15 STA=18+54 STA=18+77
STA=19+22
STA=19+49 STA=19+99 STA=19+84 STA=20+34 STA=20+63
STA=21+62
STA=21+42
5 PLANTERS.
3 PLANTERS. 6 PLANTERS.

NOTCHED CURB MEDIAN PER DETAIL K,
SHEET C-5.2. SEE LANDSCAPE PLANS
FOR PLANTER DETAILS. 4 PLANTERS.

STA=22+03

EXISTING STOP SIGN, REMOVE
AND REINSTALL IN PLACE.

EXISTING STREET SIGN, REMOVE

AND REINSTALL IN PLACE

EXISTING STOP SIGN, REMOVE
AND REINSTALL IN PLACE.
8'
3'
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
CHORRO [17+50 - 26+50]
C-3.11
SKY
BLM
SKY
0 40 feet
1" = 20'
CHORRO [21+75 - 26+50] 20 60
1" = 20' HORIZONTAL SCALE

MATCHLINE - SEE BELOW

MATCHLINE - SEE ABOVE
0 40 feet
1" = 20'
CHORRO [17+50 - 21+75] 20 60
1" = 20' HORIZONTAL SCALE

MATCHLINE - SEE PREVIOUS SHEET
MATCHLINE - SEE CHORRO [26+50 - 29+50]

MATCHLINE - SEE NEXT SHEET
7 5
6 3
4 6
3 4
4 7
7 6
6 4
7 6
7 7
7 4
3 6
3 4
6 5
3 6
4 4

Page 97 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUAL

ON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANS STANDARD PLANS AND SPECIFICATIONS.

5. REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.

SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.

INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAX AGGREGATE).

NOT USED.
123456789
1011
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
LINCOLN [6+05 - 9+00]
C-3.12
SKY
BLM
SKY
0 40 feet
1" = 20'
20 60 LINCOLN [6+05 - 9+00]
1" = 20' HORIZONTAL SCALE

MATCHLINE - SEE PREVIOUS SHEET
8 39"X39"
8 24"X24"
DATE: 11/11/22
EXPIRES: 9/30/23

Page 98 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUAL

ON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANS STANDARD PLANS AND SPECIFICATIONS.

5. REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.

SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.

INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAX AGGREGATE).

NOT USED.
123456789
1011
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 40 feet
1" = 20'
CHORRO [26+50 - 29+50] 20 60
1" = 20' HORIZONTAL SCALE
MATCHLINE - SEE CHORRO [21+75 - 26+50]

MATCHLINE - SEE NEXT SHEET
CHORRO [26+50 - 29+50]
C-3.13
SKY
BLM
SKY
7 7
9 DATE: 11/11/22
EXPIRES: 9/30/23

Page 99 of 403 ends

SS SS SS SS
SS SS

SS SS SS SS SS SS SS SS SS SS SS SS
W W
F F > > > >
>
> ^
^ ^ ^
^
^
^ ^ ^
^
^ ^ ^ ^ ^ ^ ^
^
^ ^ ^
^ ^
^ ^ ^ ^
^ ^ ^ ^ ^
^ ^
^
^ ^
^ ^ ^
^ ^
^
^ ^ ^ ^ ^ ^ ^
^ ^
^ ^
^
^ ^ ^
^
/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ///
/// /// /// /// /// /// /// ///
///
/// ///
34+00 35+00 36+00 37+00 38+ 10+00
10+00

INTERSECTION DATA
STA=37+51.26 CHORRO
STA=10+00.00 MILL
N=2299572.28
E=5766388.73

INTERSECTION DATA
STA=33+91.02 CHORROSTA=10+00.00 PEACH
N=2299870.04E=5766185.96
GREEN BIKE LANE MARKINGS PER DETAIL J, (CASE 3) 22 LF

HI VIS CROSSWALK
PER ENG STD 7350. 29 LF

1.25' WIDE MEDIAN PER DETAIL M, SHEET C-5.2
BIKE SYMBOL AND ARROW, 10.5 SF TYP
DETAIL 22, 50 LF
YELLOW "SLOW" LEGEND, 21 SF TYP
YELLOW "SCHOOL"
LEGEND. 35 SF, TYP
YELLOW "XING" LEGEND21 SF, TYP

REMOVE AND REPLACE CURB, GUTTER AND SIDEWALK PER
CITY STD 4030 AND 4110. ASPHALT PAVEMENT DIGOUT
REPAIR. REMOVE AC/BASE AND REPLACE WITH 10" DEEP LIFT
HOT MIX ASPHALT (HMA) TYPE "A" (1/2" MAX AGGREGATE).

FURNISH AND INSTALL RAPID RECTANGULAR FLASHING
BEACON SYSTEM (RRFB) (CARMANAH R920-F OR

APPROVED EQUAL), PEDESTRIAN PUSH BUTTON AND
SOLAR KIT ON NEW 12' PUNCH POST.

INSTALL PEDESTRIAN CROSSING SIGNS (W11-2 AND
W16-7P) ON BOTH SIDES OF PUCH POST. SIGNS SHALL BE

FLOURESCENT YELLOW/GREEN

YIELD LINE

BIKE SYMBOL

AND ARROW

10.5 SF TYP
BIKE SYMBOL AND ARROW, 10.5 SF TYP

1.25' WIDE MEDIAN PER
DETAIL M, SHEET C-5.2

YIELD LINE
DETAIL 1
180 LF
REMOVE R26(CA) ANDD11-1 SIGN FROMEXISTING PUNCH POST.

INSTALL R7-9 AND R81

SIGN ON EXISTING
PUNCH POST.

REPLACE IN ROADWAY PEDESTRIAN CROSSING SIGNS

YELLOW HI VIS

CROSSWALK
PER ENG STD 7350
INSTALL R1-1 PUNCH POST WITH TWO RED RETROREFLECTIVE SHEETING FLAGS ABOVE THE SIGN, WITH THE FLAGS ORIENTED TO BE 45 DEGREES AND A STRIP OF RED RETROREFLECTIVE

MATERIAL PLACED FOR THE FULL LENGTH OF THE PUNCH POST FROM THE BOTTOM MOST SIGN TO 2 FEET ABOVE THE EDGE OF THE ROADWAY. INSTALL "RIGHT TURN YIELD TO BIKE"SIGN (R10-15) AND ADD AN "ALL WAY PLAQUE UNDER THE STOP SIGN.

HI VIS CROSSWALK
PER ENG STD 7350. 25 LF

FURNISH AND INSTALL RAPID RECTANGULAR FLASHING
BEACON SYSTEM (RRFB) (CARMANAH R920-F OR

APPROVED EQUAL), PEDESTRIAN PUSH BUTTON AND
SOLAR KIT ON NEW TYPE 1C POLE.

INSTALL PEDESTRIAN CROSSING SIGNS (W11-2 AND
W16-7P) ON BOTH SIDES OF PUCH POST. SIGNS SHALL BE

FLOURESCENT YELLOW/GREEN
SEE SHEET C-4.42

FOR CURB
RETURN
SEE SHEET C-4.43

FOR CURB
RETURN
SEE SHEET C-4.44

FOR CURB
RETURN
SEE SHEET C-4.45

FOR CURB
RETURN
SEE SHEET C-4.49

FOR CURB
RETURN
SEE SHEET C-4

FOR CURB
RETURN
SEE SHEET C-4.47

FOR CURB
RETURN
SEE SHEET C-4.46

FOR CURB
RETURN
30 REMOVE R26(CA) AND D11-1 SIGN FROM
EXISTING PUNCH POST. INSTALL R7-9 AND
R81 SIGN ON EXISTING PUNCH POST.

STOP BAR AND LEGEND, 22 SF

6.9' 10' 10'

5.1'

REMOVE AND REPLACE
EXISTING STOP SIGN.

REMOVE "CROSS TRAFFIC
DOES NOT STOP" SIGN AND
ADD "ALL WAY" PLAQUE

UNDER STOP SIGN
REMOVE AND REPLACEEXISTING STOP SIGN.

REMOVE "CROSS TRAFFICDOES NOT STOP" SIGN AND
ADD "ALL WAY" PLAQUE

UNDER STOP SIGN
INSTALL R1-1 PUNCH POST WITH TWO RED

RETROREFLECTIVE SHEETING FLAGS ABOVE THE SIGN,
WITH THE FLAGS ORIENTED TO BE 45 DEGREES AND A

STRIP OF RED RETROREFLECTIVE MATERIAL PLACED FOR

THE FULL LENGTH OF THE PUNCH POST FROM THE
BOTTOM MOST SIGN TO 2 FEET ABOVE THE EDGE OF THE
ROADWAY. INSTALL "RIGHT TURN YIELD TO BIKE"
SIGN (R10-15) AND ADD AN "ALL WAY PLAQUE UNDER
THE STOP SIGN.

DETAIL 22
50 LF DETAIL 22, 50 LF

HI VIS CROSSWALK
PER ENG STD 7350. 39 LF

HI VIS CROSSWALK
PER ENG STD 7350. 40 LF
12" WHITE, 11 LF

STOP BAR AND
LEGEND, 22 SF
12" WHITE,
12 LF

GREEN BIKE LANE MARKINGS
PER DETAIL J, (CASE 2) 16 LF
27'

GREEN BIKE LANE MARKINGS
PER DETAIL J, (CASE 2) 16 LF

GREEN BIKE LANE

MARKINGS PER DETAIL
J, (CASE 2 16 LF
STA=36+28.75
ME=212.87±
STA=35+95.75
ME=210.35±
12" WHITE, 11 LF
12" WHITE, 11 LF
STOP BAR AND LEGEND, 22 SF
STOP BAR AND LEGEND, 22 SF
12" WHITE, 15 LF
12" WHITE,
19 LF

STOP BAR AND
LEGEND, 22 SF

STOP BAR AND
LEGEND, 22 SF
±209.3 TC
±208.8 FL
MATCH

EXISTING
±212.2 TC±211.7 FL
MATCH

EXISTING
±220.9 FS SAWCUT AP MATCH EXIST
STA=37+63.26 0.00± () CL_Chorro

GREEN BIKE LANE MARKINGS
PER DETAIL J, (CASE 3) 22 LF

GREEN BIKE LANE MARKINGS
PER DETAIL J, (CASE 3) 37 LF

GREEN BIKE LANE

MARKINGS PER DETAIL
J, (CASE 3) 37 LF
EDGE GRIND, 8 LF

EDGE GRIND,
89 LF
EDGE GRIND, 6 LF
EDGE GRIND, 280 LF
EDGE GRIND, 26 LF
EDGE GRIND, 23 LF

EDGE GRIND,
28 LF

REMOVE NOPARKING SIGN

EXISTING STOP SREMOVE ANDREINSTALL IN PLA

REMOVE NO

PARKING SIGN

EXISTING STOP

SIGN, REMOVE

AND REINSTALL
IN PLACE.

1.25' WIDE MEDIAN PER DETAIL M, SHEET C-5.2

SD SD SD
X X
X X
X X X
X
X X
SD
^ ^
^
^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^
X

X X X X
/// ///
/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ///
30+00 31+00 32+00 33+00
10+00

INTERSECTION DATA
STA=30+30.98 CHORROSTA=10+00.00 WALNUT
N=2300167.64E=5765983.33
HI VIS CROSSWALKPER ENG STD 7350, 50 LF
DETAIL 22, 50 LF

STOP BAR AND
LEGEND, 22 SF

GREEN BIKE LANE MARKINGS
PER DETAIL J, (CASE 3) 48 LF

BIKE SYMBOL AND
ARROW, 10.5 SF TYP

BIKE SYMBOL AND ARROW
12' BREAK IN MEDIAN FOR

STORM DRAIN & EXISTING SSMH

PRIVATE PARCEL
APN: 002-293-015

PRIVATE PARCEL
APN: 002-292-031
"RIGHT TURN YIELD TO BIKE" SIGN (R10-15)
SEE SHEET C-4.38

FOR CURB
RETURN
SEE SHEET C-4.40

FOR CURB
RETURN
7'
10'
10'

5.8'

8.6' 10' 10'

6.5'
DETAIL 22
50 LF
DETAIL 1
180 LF

GREEN BIKE LANE MARKINGS
PER DETAIL J, (CASE 2) 52 LF

REMOVE AND REPLACE
XISTING FENCE, 23 LF. REFER
TO LANDSCAPE PLANS.

SEE LANDSCAPE

PLANS (TYP)

SEE LANDSCAPE

PLANS (TYP)

PROTECT AND PRESERVEEXISTING FENCE

PROTECT AND PRESERVE

EXISTING FENCE
12" WHITE, 12 LF
STA=31+48.95 17.70' L
STA=31+69.10 18.17' L

BEGIN MEDIAN TRANSITION

END MEDIAN TRANSITION

1.25' WIDE MEDIAN PER
DETAIL M, SHEET C-5.2

1.25' WIDE MEDIAN PER
DETAIL M, SHEET C-5.2
EDGE GRIND, 212 LF
EDGE GRIND, 380 LF
(L)
STA=29+43.21
OFFSET=11.0' (L)
STA=29+67.82
OFFSET=11.0' (L)
STA=30+09.57
OFFSET=11.0' (R)
STA=29+66.49
OFFSET=11.0' (R)

NOTCHED CURB MEDIAN PER DETAIL K,
SHEET C-5.2. SEE LANDSCAPE PLANS
FOR PLANTER DETAILS. 9 PLANTERS.

STA=30+74.61
OFFSET=11.0' (R)
STA=31+43.25
OFFSET=11.0' (R)
NOTCHED CURB MEDIAN PER DETAILK, SHEET C-5.2. SEE LANDSCAPEPLANS FOR PLANTER DETAILS. 14 PLANTERS
6 PLANTERS
PROTECT (2) EXISTING

CITY PROJECT SIGNS

IN PLACE

RELOCATE EXISTING

STOP SIGN

RELOCATE EXISTING BLOCK WALL

TO PROPOSED BACK OF WALK
NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUAL

ON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANS STANDARD PLANS AND SPECIFICATIONS.

5. REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.

SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.

INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAX AGGREGATE).

NOT USED.
123456789
1011
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 40 feet
1" = 20'
CHORRO [33+25 - 38+00] 20 60

MATCHLINE - SEE PREVIOUS SHEET
1" = 20' HORIZONTAL SCALE

MATCHLINE - SEE NEXT SHEET
0 40 feet
1" = 20'
CHORRO [29+50 - 33+25] 20 60
1" = 20' HORIZONTAL SCALE

MATCHLINE - SEE ABOVE

MATCHLINE - SEE BELOW
CHORRO [29+50 - 38+00]
C-3.14
SKY
BLM
SKY
3 7
7 4
6 4
4 6
3 3
7 6
3 7
7 7
3 6
6 6
4 4
4 4
6 4
4 3 4
3 3
6 6
3 4
4 6
3 3
5 30"X24" 8
9 9

Page 100 of 403 ends

SS SS SS SS SS

W W W W W W W W W W W W

SS SS SS SS SS

F F F F F F F F F
GREEN
WAY
GREEN
WAY
^
^^^^^^
^
^ ^ ^ ^
^
^
^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
E-E
4 4 4 4
4 4
1 1
38+00 39+00 40+00 41+00 10+00

INTERSECTION DATA
STA=41+11.41 CHORROSTA=10+00.00 PALM
N=2299274.99E=5766592.03
DETAIL 1, 127 LF

GREEN BIKE LANE MARKINGS
PER DETAIL J, (CASE 2) 52 LF
DETAIL 8

TYPE IV

ARROW (L)

TYPE II (R)
ARROW

GREENWAY
SIGN ON 12'

PUNCH POST

GREEN BIKE LANEMARKINGS PER
DETAIL J, (CASE 2)
64 LF

YIELD LINE

BIKE SYMBOL

AND ARROW,

10.5 SF TYP
"BIKE LANE ENDS" SIGN & "BIKE
MAY USE FULL LANE" SIGN
SEE SHEET C-4.48

FOR CURB
RETURN
SEE SHEET C-4.47

FOR CURB
RETURN
STA=40+07.71
ME=222.91±
STA=40+79.02
ME=223.54±
STA=40+14.84
ME=222.08±
STA=40+26.78
ME=222.22±
3 3
3 30"X24"
STA=39+28.71
ME=221.23±
STA=39+79.41
ME=221.78±
STA=39+51.64
ME=221.47±
STA=39+31.72
ME=221.25±
HI-VIS CROSSWALK PERENG STD 7350. 36 LF
10'
5'
25 MPH

SIGN ON
12' PUNCH
POST
REMOVE R26(CA) AND D11-1 SIGN FROM
EXISTING PUNCH POST. INSTALL R7-9 AND
R81 SIGN ON EXISTING PUNCH POST.

DETAIL 22, 50 LF

GREENWAY SYMBOL PER
DETAIL B, SHEET C-5.1

45.5 SF, TYP

GREENWAY SYMBOL PER
DETAIL B, SHEET C-5.1

45.5 SF, TYP
DETAIL 22
95 LF

HI-VIS CROSSWALK PER
ENG STD 7350. 38 LF
HI-VIS CROSSWALK PERENG STD 7350. 32 LF

HI-VIS CROSSWALK PER
ENG STD 7350. 30 LF

GREEN BIKE LANE MARKINGS
PER DETAIL J, (CASE 2) 28 LF

STOP BAR AND
LEGEND, 22 SF

STOP BAR AND
LEGEND, 22 SF
YELLOW "XING" LEGEND, 21 SF YELLOW "SCHOOL" LEGEND, 35 SF

BIKE SYMBOL AND
ARROW, 10.5 SF TYP

REMOVE ANDREPLACE TREEE WELL
PER CITY STD 8130
REMOVE ANDREPLACE TREEE WELLPER CITY STD 8130
STA=40+71.23
STA=40+81.51
222.64 TC
221.96 FL
MATCH EX.
223.43 TC222.95 FL
MATCH EX.

ME=222.7±
222.2± FL
ME=222.2± LIP

1.25' WIDE MEDIAN PER
DETAIL M, SHEET C-5.2

1.25' WIDE

MEDIAN PER

DETAIL M,
SHEET C-5.2
YELLOW "SLOW"
LEGEND
DETAIL 39, 122 LF
DETAIL 39, 60 LF DETAIL 39, 65 LF
STA 39+29 24' R
LOWER ~0.08 TO 0.15

CONTRACTOR SHALL CONTACT

ENGINEER BEFORE PG&E BOXES
ARE ADJUSTED TO GRADE.

STA 39+72 24' R
LOWER ~0.08

CONTRACTOR SHALL CONTACT

ENGINEER BEFORE PG&E BOXES
ARE ADJUSTED TO GRADE.

STA 39+29 24' R
NO PROPOSED CHANGE (±0.1)

MATCH EXISTING

CONTRACTOR SHALL CONTACT

ENGINEER BEFORE PG&E BOXES
ARE ADJUSTED TO GRADE.

EDGE GRIND, 8 LF
EXISTING STOP SIGN,REMOVE ANDREINSTALL IN PLACE.

1.25' WIDE MEDIAN PER
DETAIL M, SHEET C-5.2
10' 5.2'

11.9' 11.7' 10' 40.6' 17' 52.6'

ELEVATION
210.0215.0220.0225.0230.0235.0240.0
210.0215.0220.0225.0230.0235.0240.0
PVI STA = 37+92.88
PVI ELEV = 221.24
PVI STA = 40+71.24
PVI ELEV = 222.71

0.53%
221.1
37+75
221.3
221.28
38+00
221.54
221.6
221.8
221.81
39+00
222.0
222.07
222.3
222.33
40+00
222.60
222.5
222.7
40+75
EXISTING 6" VCP SEWER
EXISTING 8" C900 WATER

CENTERLINE
OFFSET = -15.2' (L)

1.5%
OFFSET = 15.2' (R)

3.0%
REMOVE 12" OF EXISTING

MATERIAL AND REPLACE WITH
12" OF HMA (SEE NOTE 4)
EXISTING SUBGRADE EXISTING CLASS 2

AGGREGATE BASE
SEC E-E: CHORRO RECONSTRUCTION STA: 37+63.26 TO 40+79.02 PER SOILS REPORT BY EARTH SYSTEMS PACIFIC:

R-VALUE = 19
TRAFFIC INDEX = 8.0
NOTES:

1. THERE ARE EXISTING SHALLOW UTILITIES WITHIN PROPOSED WORK AREA. CONTRACTOR SHALL PROTECT AND PRESERVE EXISTING UTILITIES IN PLACE AND COORDINATE WITH GEOTECHNICAL ENGINEER.

2. PAVEMENT CROSS SLOPES SHALL MATCH EXISTING EXCEPT THAT CROSS SLOPES SHALL BE LIMITED TO 1.5% MINIMUM, 3% MAXIMUM, UNLESS OTHERWISE APPROVED BY THE ENGINEER.

3. DEPTH OF EXISTING HMA LAYER VARIES.

4. PLACE 12 INCHES OF NEW HMA IN THREE LIFTS. THE INITIAL LIFT MUST BE 4 INCHES THICK (34" AGGREGATE). SECOND LIFT MUST BE 4 INCHES THICK (34" AGGREGATE). FINAL TWO LIFTS BE 2 INCHES THICK (12" AGGREGATE).

5. MILLING AND FILLING WITH THE INITIAL LIFT OF THE 4 INCHES MUST BE COMPLETED ON THE SAME WORK SHIFT. THE INITIAL LIFT OF THE 4 INCHES MUST BE COMPLETED FOR THE ENTIRE LENGTH AND WIDTH OF THE PROJECT ROADWAYBEFORE THE FINAL LIFT CAN BE COMPLETED.

6. CONTRACTOR TO PAVE UP TO GUTTER LIP.7. HMA AGGREGATE SIZE MUST COMPLY WITH SECTION 39-3.01.

8. APPLY TACK COAT PER SECTION 39-1.09C, INCLUDING BETWEEN HMA LIFTS.

MIN.

MAX. 1.50%

EXISTING SIDEWALK TO

REMAIN UNLESS WHERE

SHOWN PER PLAN

RIGHT-OF-WAY

RIGHT-OF-WAY
50' RIGHT-OF-WAY

3.0% MAX.

1.5% MIN. 1.50%

ADD NEW CURB AND GUTTER
PER CITY STD 4030. DOWEL
INTO EXISTING SIDEWALK, 12
REBAR DOWELS, 5' O.C.
(TYP). SEE NOTE 6.

ADD NEW CURB AND GUTTER
PER CITY STD 4030. DOWEL
INTO EXISTING SIDEWALK, 12
REBAR DOWELS, 5' O.C. (TYP).

SEE NOTE 6.

1.25' MEDIAN PER
DETAIL M, SHEET C-5.2 1.25' MEDIAN

PER DETAIL M,
SHEET C-5.2
S
W
F

EXISTING FIBER

COMMUNICATIONS LINE
EXISTING 6 " VCP SEWER EXISTING 8" C900 WATER

EXISTING SIDEWALK

TO REMAIN UNLESS

WHERE SHOWN PER
PLAN
NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUAL

ON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANS STANDARD PLANS AND SPECIFICATIONS.

5. REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.

SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.

INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAX AGGREGATE).

NOT USED.
123456789
1011
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 40 feet
1" = 20'
CHORRO [38+00 - 41+50] 20 60

MATCHLINE - SEE PREVIOUS SHEET
1" = 20' HORIZONTAL SCALE1" = 4' VERTICAL SCALE

EXISTING GRADEPROPOSED GRADE
CHORRO [38+00 - 41+50]
C-3.15
SKY
BLM
SKY
8 MATCHLINE - SEE NEXT SHEET
NOTE: EXISTING UTILITY LOCATIONS AND DEPTHS ARE

SHOWN AS APPROXIMATE BASED ON INFORMATION
RECEIVED FROM THE CITY OF SAN LUIS OBISPO.

CONTRACTOR TO FIELD VERIFY PRIOR TO CONSTRUCTION
AND NOTIFY ENGINEER OF ANY POTENTIAL CONFLICTS.

Page 101 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUAL

ON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANS STANDARD PLANS AND SPECIFICATIONS.

5. REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.

SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.

INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAX AGGREGATE).

NOT USED.
123456789
1011
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 40 feet
1" = 20'
CHORRO [41+50 - 45+00] 20 60

MATCHLINE - SEE PREVIOUS SHEET
1" = 20' HORIZONTAL SCALE1" = 4' VERTICAL SCALE
CHORRO [41+50 - 45+00]
C-3.16
SKY
BLM
SKY
DATE: 11/11/22
EXPIRES: 9/30/23

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NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1"=5'
FERRINI | FELTON (SW) 5 151"=5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE

EXISTING GRADEPROPOSED GRADE

FELTON - SEE NEXT SHEET

FERRINI

FELTON CURB RETURNS
C-4.1
SKY
BLM
SKY
DATE: 11/11/22
EXPIRES: 9/30/23

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