The Council Chamber is open for in-person public comment and seating. The Mayor and/or one or more members of the City Council may participate virtually in this meeting.
How to observe the meeting virtually:
1. Spectrum local access Channel 27
2. Online live webcast at www.cityofpalmdale.org.
How to Submit Public Comments:
VERBAL PUBLIC COMMENT DURING THE MEETING – ZOOM Number: US: +1 669 444 9171 Webinar ID: 846 5608 9590 Passcode: 507411
Webinar attendee link https://us06web.zoom.us/j/84656089590? pwd=b3ZCNzVDalIrUWhnZ1lUdURHWVVvdz09
Verbal comments must be limited to three (3) minutes. Public comments submitted will become part of the official meeting record.
The safety and well-being of employees and the public remains the City's top priority. The City of Palmdale appreciates your patience and understanding during these challenging times.
The City Council is making every effort to follow the spirit and intent of the Brown Act and
CITY COUNCIL MEETING
CITY COUNCIL CHAMBERS
38300 SIERRA HIGHWAY
SUITE B
PALMDALE, CA 93550
WEDNESDAY, AUGUST 17, 2022
5:00 PM
7:00 PM
www.cityofpalmdale.org
WELCOME
City Council
Wednesday, August 17, 2022
other applicable laws regulating the conduct of public meetings in order to maximize transparency and public access.
In accordance with the Americans with Disabilities Act of 1990, if you require a disability- related modification or accommodation to participate in this meeting, please contact the City Clerk’s Office at (661) 267-5151 at least 72 hours prior to the meeting.
If you require oral Spanish translation, please contact the City Clerk’s Office at (661) 267- 5151 at least 72 hours prior to the meeting.
Your courtesy is requested to help our meetings run smoothly. If you’ll be kind enough to follow these simple rules, we can make the best possible use of your time and ours:
Please refrain from public displays or outbursts, such as unsolicited applause, comments, cheering, foul language or obscenities.
Any disruptive activities that substantially interfere with the ability of the City Council to carry out its meeting will not be permitted and offenders will be asked to leave the meeting.
Please turn off/mute your cell phones and mobile devices.
5:00 P.M.
1. MAYOR TO CALL MEETINGS TO ORDER
2. ROLL CALL
MAYOR HOFBAUER, MAYOR PRO TEM LOA,
COUNCILMEMBERS CARRILLO, BISHOP, BETTENCOURT
3. PUBLIC COMMENTS ON CLOSED SESSION ITEMS
The public is invited to comment on any closed session item listed below. Please submit a Speaker's Form to the City Clerk
BEFORE
this portion of the meeting begins. Each
person addressing the Council is customarily given up to three minutes to speak (with double the time allotted to non-English speakers using a translator). The amount of time authorized may be adjusted by the chair. If you wish to provide information to the Council, please present the City Clerk with 7 copies. Otherwise, your materials will simply be added to the administrative record. If you are attending the meeting by phone, please press *9 to "raise your hand." If attending by personal computer, please click the "raise your hand" button. Press *6 to un-mute yourself, state your name and begin speaking.
City Council
Wednesday, August 17, 2022
4. PRESENTATION BY CITY ATTORNEY
4.1 CONFERENCE WITH LEGAL COUNSEL—EXISTING LITIGATION
Government Code Section 54956.9(d)(1).
Name of case: John J. Murphy v. City of Palmdale;
Los Angeles County Superior Court Case Number: 22STCV22544 Related City Claim Number: 2022-007
4.2 CONFERENCE WITH LEGAL COUNSEL - EXISTING LITIGATION Shanae Smith, Patricia Nevarez and Michael "Mike" Behen vs. City of Palmdale, et al.
Los Angeles County Superior Court
Case No. 22STCV18219
This closed session is being held pursuant to the authority of California Government Code Section 54956.9(d)(1).
4.3 CONFERENCE WITH LEGAL COUNSEL—EXISTING LITIGATION
Ricci v. City of Palmdale, et al.
Los Angeles County Superior Court
Case No. 22STCV01269
This closed session is being held pursuant to the authority of California Government Code Section 54956.9(d)(1).
4.4 CONFERENCE WITH LEGAL COUNSEL - EXISTING LITIGATION Leona Valley Town Council vs. City of Palmdale, et al.
Los Angeles County Superior Court
Case No. 22STCP01932
This closed session is being held pursuant to the authority of California Government Code Section 54956.9(d)(1)
5. ANNOUNCEMENT BY CITY ATTORNEY
6. ADJOURN CLOSED SESSION MEETING
7:00 P.M.
7. PLEDGE OF ALLEGIANCE AND MOMENT OF SILENCE IN HONOR OF OUR TROOPS
8. PRESENTATION
8.1 Presentation by Mayor and Council of Certificates of Recognition to the District 51 City Council
Wednesday, August 17, 2022
Palmdale Little League, District Champions.
9. WAIVER OF FULL READING OF RESOLUTION(S) and ORDINANCE(S) Staff Recommendation: Move to waive full reading of the Resolution (s) and/or Ordinance(s) to be considered and voted on at this meeting. (Voice Vote - Requires a majority to waive.)
10. PUBLIC COMMENTS ON LISTED AGENDA ITEMS (EXCLUDING PUBLIC
HEARINGS)
You may address the Council once per meeting during Public Comments. This portion of the public comment is on any item listed on the agenda, excluding public hearings (if any). Public comment on public hearing items (if any) will be heard when that matter is considered. To address the Council regarding an item on the agenda, please fill out a Speaker's Form and submit it to the City Clerk
BEFORE
the Mayor announces the item.
Each person addressing the Council is customarily given up to three mi nutes to speak
(with double the time allotted to non-English speakers using a translator). The amount of time authorized may be adjusted by the chair. If you wish to provide information to the Council, please present the City Clerk with 7 copies. Otherwise, your materials will simply be added to the administrative record. If you are attending the meeting by phone, please press *9 to "raise your hand." If attending by personal computer, please click the "raise your hand" button. Press *6 to un-mute yourself, state your name and begin speaking.
11. CONSENT CALENDAR
All matters listed under the Consent Calendar will be enacted by one motion unless an item(s) is pulled by Council, in which case the item(s) will be removed from the Calendar and will be considered separately following this portion of the Agenda.
11.1 Approve agreement with Parsons Transportation Group for environmental and design services for PN 852, Avenue P (Rancho Vista Boulevard) @ Sierra Highway Railroad Crossing Improvement Project, in the amount of $540,170. (Staff Reference: Director of Public Works Heffernan - Presented by Deputy Director of Public Works Glidden)
Staff_Report_A-7992_Parsons_Agreement.docx
Parsons Transportation Group - Agreement 7992.pdf
11.2 Adopt Resolution No. CC 2022-088, a Resolution of the City Council of the City of Palmdale Making Legally Required Findings for Extending Remote Teleconference Participation for Meetings of the City Council and its Related and/or Subordinate Legislative Bodies. (Staff Reference: Acting City Attorney Porter)
SR_-_RESO_Authorizing_Remote_Meetings_081722.docx
RESO_-088Continuing_Remote_Meeting_authorization_-_For_Aug_17_2022.docx
City Council
Wednesday, August 17, 2022
12. PUBLIC HEARING
12.1 Public Hearing and Review of Proposed Resolution No. CC 2022-086, Regarding the Palmdale East Avenue Q Complete Streets Study. (Director of Economic and Community Development Garibay - Presented by Associate Planner Alvarado)
ADOPT RESOLUTION NO. CC 2022-086, A RESOLUTION OF THE CITY
COUNCIL OF THE CITY OF PALMDALE APPROVING THE PALMDALE EAST AVENUE Q COMPLETE STREETS STUDY.
CC_SR_-_Ave_Q_Study.docx
Avenue_Q_Corridor_Study_CC_Resolution__1_.doc
Exhibit II - Palmdale Ave Q Complete Streets_Final April 2022.pdf
Exhibit II - Appendices_FINAL April 2022.pdf
Avenue Q Complete Streets Study_CC Presentation.pptx
12.2 Public Hearing and Review of Proposed Ordinance No. 1588, an ordinance levying special taxes within the City. (Staff Reference: Director of Public Works Heffernan)
ORDINANCE NO. 1588, AN ORDINANCE OF THE CITY COUNCIL OF THE
CITY OF PALMDALE LEVYING SPECIAL TAXES WITHIN CITY OF PALMDALE COMMUNITY FACILITIES DISTRICT NO. 2022-1 (CITYWIDE MAINTENANCE
AND SERVICES)
Ord 1588 Public Hearing Staff Report_final.doc
Ordinance 1588 LevyingSpTx.docx
12.3 Public Hearing and Review of Proposed Ordinance No. 1594 for adoption. (Staff Reference: Director of Economic and Community Development Garibay - Presented by Senior Planner Magana)
ORDINANCE NO. 1594, AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF PALMDALE APPROVING ZONING ORDINANCE AMENDMENT 21-006 AMENDING PALMDALE MUNICIPAL CODE CHAPTERS 17.42 (MEDIUM RESIDENTIAL, R-2), 17.43 (MULTIPLE RESIDENTIAL, R-3), 17.44 (HIGH DENSITY RESIDENTIAL, R-4), and 17.73 (MIXED-USE OVERLAY, MX) TO
REQUIRE CONFORMANCE WITH THE DRAFT MULTI-FAMILY AND MIXED- USE DESIGN STANDARDS.
ZOA_21-006.docx
ZOA 21-006_CC Ordinance No. 1594.doc
City Council
Wednesday, August 17, 2022
12.4 Public Hearing and Review of Proposed Ordinance No. 1593 for Adoption. (Staff Reference: Interim City Manager Perez - Presented by City Council Chief of Staff Zayas).
ORDINANCE NO. 1593, AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF PALMDALE ADDING CHAPTER 9 (UNLAWFUL POSSESSION OF A CATALYTIC CONVERTER PROHIBITED) OF TITLE 10 (VEHICLES AND
TRAFFIC) OF THE PALMDALE MUNICIPAL CODE ESTABLISHING
REGULATIONS PROHIBITING THE UNLAWFUL POSSESSION OF CATALYTIC CONVERTERS IN THE CITY.
SR_Catalytic_Converter_Ordinance_v2.docx
Catalytic Converter Ordinance.doc
12.5 Public Hearing and Review of Proposed Resolution CC 2022-091 for adoption. (Staff Reference: Interim City Manager Perez - Presented by City Council Chief of Staff Zayas).
RESOLUTION NO. CC 2022-091, A RESOLUTION OF THE CITY COUNCIL OF
THE CITY OF PALMDALE APPROVING ADOPTION OF ADMINISTRATIVE CITATIONS: UNLAWFUL POSSESSION OF A CATALYTIC CONVERTER
SR_Admin_Cites_Reso_CC_2022-091(1).docx
Reso_CC_2022-091(1).doc
13. NEW BUSINESS
13.1 Award Measure AV Grant Program Funding, totaling $1,306,810, to grantees in Exhibit A and authorize Interim City Manager to enter into agreements ranging from $2,000 to $250,000. (Staff Reference: Interim City Manager Perez, Deputy Director of Parks and Recreation Dombrowski and Management Analyst Kelley)
Staff Report-Award Measure AV Grant Funding 08172022 FINAL.docx
Final Awardee List 2022 - Exhibit A.pdf
14. PUBLIC COMMENTS ON NON-AGENDA ITEMS
This portion of the Agenda allows an individual the opportunity to address the Council on any subject within the City’s subject matter jurisdiction not on the Agenda. Under state legislation, in general, no action can be taken on items not specifically referenced on the Agenda, but may offer suggestions on how your concerns may best be resolved. To address the Council regarding a non-agenda item, please fill out a Speaker's Form and submit it to the City Clerk
BEFORE
the Mayor announces the item. Each person
addressing the Council is customarily given up to three minutes to speak (with double the time allotted to non-English speakers using a translator). The amount of time authorized may be adjusted by the chair. If you wish to provide information to the Council, please present the City Clerk with 7 copies. Otherwise, your materials will simply be added to the City Council
Wednesday, August 17, 2022
administrative record. If you are attending the meeting by phone, please press *9 to "raise your hand." If attending by personal computer, please click the "raise your hand" button.
Press *6 to un-mute yourself, state your name and begin speaking.
15. ADJOURN
City Council
Wednesday, August 17, 2022
City Council Staff Report
DATE: AUGUST 17, 2022
TO: HONORABLE MAYOR AND CITY COUNCIL
FROM: PUBLIC WORKS DEPARTMENT
CAPITAL IMPROVEMENT PROGRAM DIVISION
DISTRICT: 1
SUBJECT: APPROVE AGREEMENT WITH PARSON S TRANSPORATION
GROUP FOR ENVIRONMENTAL AND DESIGN SERVIC ES FOR PN
852, AVENUE P (RANCHO VISTA BOULEVARD) AT SIERRA
HIGHWAY, RAILROAD CROSSING IMPROVEMENT PROJECT , IN
THE AMOUNT OF $540,170
ISSUE
Approve Agreement with Parsons Transportation Group for Environmental and Design Services for PN 852, Avenue P (Rancho Vista Boulevard) at Sierra Highway, Railroad Crossing Improvement Project, in the amount of $540,170
RECOMMENDATION
Staff recommends that the City Council:
1. Approve Agreement with Parsons Transportation Group for Environmental and Design Services for PN 852, Avenue P (Rancho Vista Boulevard) at Sierra Highway, Railroad Crossing Improvement Project, in the amount of $540,170.
2. Authorize the Interim City Manager or h er designee to execute Agreement No.
A-7992 with Parsons Transportation Group, including making minimal and/or non-substantive changes.
BACKGROUND
This project will provide for the upgrade of the existing railway system at the intersection of Rancho Vista Boulevard and Sierra Highway. The California Public Utilities Commissions (CPUC) Rail Crossings and Engineering Branch has proposed safety improvements to the existing railway system that will be funded under the Railroad - Highway Grade Crossing Program (RHGCP), Section 130 funds. The improvements will be contracted by both railroad agencies, Union Pacific Railroad (UPRR) and Southern California Regional Rail Authority (SCRRA/Metrolink) along with the City of Palmdale and will be managed by the Caltrans Division of Local Assistance.
Report to Mayor and City Council
Approval of Agreement No. A-7992
August 17, 2022
DISCUSSION
The City released a Request for Qualifications and Proposal to provide for environmental and engineering design services for this project in accordance with the city’s municipal code and purchasing policies . Notification of this package was sent electronically to 52 registered vendors in the City’s PlanetBids vendor database.
Two (2) responses were received from Parsons Transportation Group and JMD. Staff evaluated the packages and determined that Parsons Transportation Group was the most responsive proposal based on the following criteria:
Category Maximum
Value
Parsons JMD
Project Understanding and Approach 35 33 30 Relevant Consultant Experience
Familiarity with State and Railroad
procedures
30 20
30 20
28 18
Quality of Consultant Staff 10 10 10
General Conformance to RFP 5 5 5
Total Earned Value 0-100 98 91
Parsons Transportation Group has extensive knowledge and background of Avenue P/Rancho Vista Boulevard and Sierra Highway. They have been under contract for design services for both the Rancho Vista Boulevard Grade Separation project and for the widening of Rancho Vista Blvd. from 3rd East to 8th East.
FISCAL IMPACT
This project is funded with California Public Utilities Commission Funds which have been allocated in Account No. S0075240-724525, with a current balance of $4,000,000.
SCOPE OF WORK COST
A-7992 Parsons Transportation Design $540,170
Account Number Starting Balance Remaining Balance
S0075240-724525 4,000,000 $3,459,830
Report to Mayor and City Council
Approval of Agreement No. A-7992
August 17, 2022
STRATEGIC PLAN
Goal III: Invest in infrastructure to improve community livability.
C. Plan and maintain safe and attractive neighborhoods, streets, facilities, and public spaces with exciting programming that promotes active fun for everyone.
Prepared by: Chuck Heffernan, P.E., Public Works Director Certified as to availability of Funds: Janelle Samson, Director of Finance Approved by: Ronda Perez, Interim City Manager
Approved as to form: Scott E. Porter, Acting City Attorney
ATTACHMENTS
1. Agreement No. A-7992
City Council Staff Report
DATE: AUGUST 17, 2022
TO: HONORABLE MAYOR AND CITY COUNCIL
FROM: CITY ATTORNEY’S OFFICE
DISTRICT: ALL
SUBJECT: ADOPT RESOLUTION NO. CC 2022-088, A RESOLUTION OF
THE CITY COUNCIL OF THE CITY OF PALMDALE MAKING
LEGALLY REQUIRED FINDINGS AND EXTENDING REMOTE
TELECONFERENCE PARTICIPATION FOR MEETINGS OF
THE CITY COUNCIL AND/OR ITS RELATED OR
SUBORDINATE LEGISLATIVE BODIES
ISSUE
Adopt Resolution No. CC 2022-088, a Resolution of the City Council of the City of Palmdale authorizing remote teleconference participat ion for meetings of the City Council and/or its subordinate legislative bodies for an additional 30-day period.
RECOMMENDATION
Staff recommends that the City Council:
1. Approve the resolution to thereby extend, for an additional 30-day period, the authority of the City Council, and all related and/or subordinate legislative bodies, to participate remotely in properly noticed meetings.
BACKGROUND
Since October 1, 2021 and through January 1, 2024, AB 361 has temporarily amended the Ralph M. Brown Act (California Government Code § 54950 et seq.) to provide more flexibility regarding participation in public meetings from a remote location. In layman’s terms AB 361 allows “zoom” meetings if specified requirements are met.
If the City Council authorizes remote meetings, such authorization must expire no later than 30 days from the initial authorization. The City Council is a uthorized to thereafter extend the authorization if it makes one of various specified findings.
AB 361 requires several procedural safeguards to protect public participation during a remote meeting, key ones of which are summarized as follows:
1. The public must have the ability to address the legislative body directly and must be given information on how to address the legislative body;
2. The public must be provided with either a call-in or internet-based service option;
3. The legislative body must stop the meeting if the call-in or internet-based option fails;
Report to Mayor and City Council
Re: Resolution No. CC 2022-088
August 17, 2022
4. The legislative body cannot require that public comments be submitted in advance (although this option can be provided);
5. Public speakers cannot be required to pre-register for public comment (except as required by an independent call-in or internet platform);
6. Members of the public must be given a reasonable time to register to provide public comment; and
7. Agencies that provide a timed public comment period shall not close the public comment period until that time period has expired.
DISCUSSION
The City Council adopted an initial AB 361 Resolution on June 15, 2022. This resolution has been extended multiple times. The most recent extension is set to expire on September 2, 2022. The question before the City Council is whether to extend this authority for an additional 30-day period. An extension of authority to remotely participate is allowed if (1) the state of emergency continues, and (2) a resolution with required findings has been adopted within the last 30 days.
The proposed resolution would be immediately effective and allow members of legislative bodies to continue to participate remotely for an additional thirty days if the agenda for the meeting has included the legally required participation noticing. The resolution would also allow the City Manager (or designee) to opt to not include such noticing, as there may be instances where it would be impractical, due to staffing considerations, to allow remote participation in meetings.
FISCAL IMPACT
There is no fiscal impact associated with this action.
STRATEGIC PLAN
Goal II: Ensure long-term fiscal health of the City and maintain funding for services.
C. Involve and expand engagement to enhance public oversight and transparency.
Prepared by: Scott E. Porter, Acting City Attorney
Approved by: Ronda Perez, Interim City Manager
Approved as to form: Scott E. Porter, Acting City Attorney
ATTACHMENTS
1. Proposed Resolution No. CC 2022-088
CITY COUNCIL
CITY OF PALMDALE, CALIFORNIA
RESOLUTION NO. CC 2022-088
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PALMDALE
MAKING LEGALLY REQUIRED FINDINGS AND EXTENDING REMOTE
TELECONFERENCE PARTICIPATION FOR MEETINGS OF THE CITY
COUNCIL AND ITS RELATED AND/OR SUBORDINATE LEGISLATIVE
BODIES
WHEREAS, the City of Palmdale is committed to preserving and fostering public access and participation in meetings of the City Council and all its subordinate bodies, consistent with the Ralph M. Brown Act (California Government Code § 54950 et seq.); and
WHEREAS, Government Code § 54953(e) expressly allows cities to, during the existence of a state of emergency declared by the Governor pursuant to Government Code § 8625, allow teleconference participation in city meetings; WHEREAS, on March 4, 2020, the Governor declared a state of emergency and such declaration continues to be in effect;
WHEREAS, state and local officials have imposed or recommended measures to promote social distancing, including requirements to not return to work within specified time frames for people who have tested positive for COVID-19; WHEREAS, the City Council adopted Resolution No 2022-087 within the last thirty days, authorizing exemption from the requirements of Government Code section 54953(b)(3) from August 3, 2022 until September 2, 2022.
NOW THEREFORE, BE IT RESOLVED, THE CITY COUNCIL OF THE CITY OF
PALMDALE DOES HEREBY FIND, DETERMINE, RESOLVE AND ORDER AS FOLLOWS:
SECTION 1. The Recitals set forth above are correct and are incorporated by reference.
SECTION 2. The City Council finds that the state of emergency declared by the Governor remains in effect and state officials continue to impose or recommend measures to promote social distancing. Therefore, for agendas which include all the noticing required by Government Code § 54953(e), the City Council and its related and/or subordinate bodies, by this Resolution, shall continue to be exempt from the requirements of Government Code section 54953(b)(3) until the end of the day on Resolution No. CC 2022-088
September 16, 2022. The City Council may conduct its meetings in a manner which allows telephonic participation by the members of the legislative body, staff, and the public. Such meetings shall be conducted consistent all requirements applicable to telephonic meetings. The City Clerk is directed to notice all such meetings to allow telephonic participation by the members of such bodies and the public and staff, except as otherwise directed by the City Manager, or the City Manager’s designee.
SECTION 3. This Resolution shall take effect immediately upon its adoption and shall remain effective until the end of the day on September 16, 2022, unless the term of this resolution is extended or prematurely terminated.
SECTION 4. The City Clerk shall certify to the adoption of this resolution.
PASSED, APPROVED and ADOPTED this 17th day of August, 2022. _________________________________
Steven D. Hofbauer, Mayor
APPROVED AS TO FORM: ATTEST:
___________________________ _________________________________ Scott E. Porter Shanae S. Smith, City Clerk
Acting City Attorney
I, Shanae S. Smith, City Clerk of Palmdale, California, do hereby certify that the foregoing resolution was duly passed, approved, and adopted by the City Council of the City of Palmdale at a regular meeting of said Council held on the 17th day of August by the following roll call vote:
AYES:
NOES: ____________________________________________________________ ABSTAIN: ______________________ ABSENT: ___________________________ Date:
Shanae S. Smith, City Clerk
City Council Staff Report
DATE: AUGUST 17, 2022
TO: HONORABLE MAYOR AND CITY COUNCIL
FROM: ECONOMIC AND COMMUNITY DEVELOPMENT DEPARTMENT
PLANNING DIVISION
DISTRICT: DISTRICT 1
SUBJECT: ADOPT RESOLUTION NO. CC 2022 -086, A RESOLUTION OF THE
CITY COUNCIL OF THE CITY OF PALMDALE APPROVING THE
PALMDALE EAST AVENUE Q COMPLETE STREETS STUDY
ISSUE
Adopt Resolution No. CC 2022 -086, a Resolution of the City Council of the City of Palmdale approving the Palmdale East Avenue Q Complete Streets Study located on a
1.4-mile segment of East Avenue Q (from Sierra Highway to 20th Street East).
RECOMMENDATION
Staff recommends that the City Council conduct a public hearing and:
1. Adopt Resolution No. CC 2022 -086 approving the Palmdale East Avenue Q Complete Streets Study; and,
2. Find that the study is exempt from environmental review.
BACKGROUND
The Palmdale East Avenue Q Complete Streets Study is a multimodal corridor plan that provides transportation guidelines for a 1.4 -mile segment of East Avenue Q (from Sierra Highway to 20 th Street East). The study aims to aid in the creation of a corridor that enhances safety and connectivity to future development and provides for multimodal access to the future high-speed rail station. Future development requirements within the corridor plan align with the City’s General Plan Update (Palmdale 2045) and are geared toward improving walking and biking conditions for people of all ages and abilities, while improving the comfort and safety of active transportation in the high desert weather. If the City Council adopts the study, City staff will use it as a guidepost for determining what development requirements and conditions of approval might apply to public and/or private projects.
On July 21, 2022, the Planning Commission adopted Resolution No. PC -2022-028, recommending City Council adoption of the East Avenue Q Complete Streets Study.
Report to Mayor and City Council
Re: Avenue Q Complete Streets Project
August 17, 2022
Adoption of the study w ill ensure adherence to the recommended configuration of this segment of East Avenue Q as build out or redevelopment of the corridor occurs over time.
FIGURE 1 – STUDY AREA
DISCUSSION
With consideration of design and safety to the residents of Palmdale in mind, the Palmdale East Avenue Q Complete Streets Study sets forth the following goals:
Develop a multimodal corridor plan;
Enhance pedestrian and bicycle activity and safety on East Avenue Q; Develop planning -level recommendations to address shade and wind on East Avenue Q;
Provide a framework for modifying roadway geometry and sidewalk improvements that will promote walking and biking as a viable form of safe and active transportation;
Develop designs for continuous bike facilities and sidewalks along the entire stretch of the study area; and,
Ensure the East Avenue Q Complete Streets Study is consistent with and complementary to the City’s General Plan Update (2045 General Plan).
Report to Mayor and City Council
Re: Avenue Q Complete Streets Project
August 17, 2022
Existing Conditions
East Avenue Q provides an opportunity to improve connectivity in Palmdale, as it connects to or is in close proximity to the Palmdale Transportation Center, schools, and the proposed location of the future multimodal high-speed rail station.
The study area includes 134 acres along a 1.4-mile segment of East Avenue Q, which is largely vacant (approximately 55 percent), with the remaining areas utilized as public, industrial, office, commercial, private institutions, multi-family and single-family residences, and warehouse uses. Although East Avenue Q is a major arterial, traffic counts collected at five intersections on March 4, 2021, had relatively low vehicular volumes; however, it is important to note that most volumes were lower than typical across the region due to the COVID-19 pandemic.
The highest directional motor vehicle volumes remained under 500 vehicles per hour, and pedestrian and bicycle volumes were also very low, with less than five per hour.
Measured traffic operations show very little delay during AM and PM peak hours, and current on-street parking is underutilized. Currently there are no bicycle facilities and Antelope Valley Transit Authority (AVTA) Line 98 has six stops within the plan area.
Public Outreach
Public input contributed to defining a shared vision for the corridor and a better understanding of future transportation uses and needs. Virtual activities were supplemented with methods designed to reach people without internet or computer access. Engagement activities were promoted via print and digital notification (flyers, posters, mailed postcards, social media, press releases, online advertisements, newsletters and eblasts, electronic billboard advertisements, and Palmdale Minute Videos) and an extended outreach toolkit was provided to 83 stakeholders and technical working group members.
Outreach activities included:
Plan survey (one, open from March to May 2021)
Virtual workshops with Q&A sessions (two, held in May and August 2021) In-person pop-up events (two, held in August of 2021) Youth focus group (one, held in August 2021)
In conjunction with the public outreach, a Technical Working Group (TWG) consisting of 18 members representing local and regional organizations, Los Angeles County staff, and City of Palmdale staff met three times in 2021. The TWG was established to review and Report to Mayor and City Council
Re: Avenue Q Complete Streets Project
August 17, 2022
provide feedback on key findings and recommendations throughout the process of the study.
Community Feedback on the Plan and Design Alternatives
The community members who participated in study outreach activities provided broad and detailed information about needs and concerns for the corridor. The general feedback received is that the dangerous driver behavior and current lack of safe pedestrian and bicycle infrastructure on East Avenue Q creates an uncomfortable environment for people walking and biking along the corridor. In addition, feedback received in response to the design alternative included common priorities for safe crossing opportunities, new and wider sidewalks, and improved lighting and landscaping.
In addition, sidewalk-level bicycle lanes were preferred to on-street lanes. Additionally, support was received for traffic calming designs and a two-lane configuration, which would encourage slower vehicle speeds within the corridor.
Based on the input from City staff, the TWG, and public feedback, three potential design alternatives were developed. All three configurations included sidewalk-level protected bicycle facilities, ample sidewalks, and varying streetscape which includes landscaping, canopy trees, seating, lighting, and shade.
Plan Recommendations for Transportation and Streetscape Design alternatives were further refined with City staff and the TWG to develop the final design recommendation for East Avenue Q. This recommendation includes a varied configuration of travel lanes and right-of-way widths that maintain comfortable walking and biking facilities with the incorporation of streetscape. Key elements of the transportation and streetscape recommendation are included in Table 1 below.
Please note that there is no development proposed at this time, and with the adoption of the study, future development will be required to construct improvements along East Avenue Q to be consistent with the final design recommendation.
Report to Mayor and City Council
Re: Avenue Q Complete Streets Project
August 17, 2022
TABLE 1: FINAL RECOMMENDATION DESIGN DETAILS
Street Segment Design Recommendation
East Avenue Q
between
Sierra Highway and
9th Street East
• 114-foot public right-of-way
• Four vehicular lanes (two in each direction)
• Landscaped median
• Sidewalk-level bike facilities on both sides of the street • Sidewalks and landscaping on both sides of the street • Parking on both sides of the street
East Avenue Q
between 9th Street and
12th Street East
• 90-foot public right-of-way
• Four vehicular lanes (two in each direction)
• No median
• Sidewalk-level bike facilities on both sides of the street • Sidewalks on both sides of the street
• Landscaping on the south side of the street
• Parking on the north side of the street
East Avenue Q
between 12th Street
East and 20th Street
East
• 90-foot public right-of-way
• Two vehicular lanes (one in each direction)
• Landscaped/striped median
• Sidewalk level bike facilities on both sides of the street • Sidewalks and landscaping on both sides of the street • Parking on both sides of the street
Concept design including a plan-view and cross-section of two segments of East Avenue Q are included in Figures 2 and 3 below, which can be viewed in their full- size within the study, which is attached to this report.
Report to Mayor and City Council
Re: Avenue Q Complete Streets Project
August 17, 2022
FIGURE 2 – DESIGN RECOMMENDATION BETWEEN 10TH STREET EAST AND 11TH STREET EAST
Report to Mayor and City Council
Re: Avenue Q Complete Streets Project
August 17, 2022
FIGURE 3 – DESIGN RECOMMENDATION BETWEEN 15TH STREET EAST AND 16TH STREET EAST
Report to Mayor and City Council
Re: Avenue Q Complete Streets Project
August 17, 2022
Plan Recommendations for Land Use
The land use recommendations are consistent with the Palmdale 2045 General Plan.
The goals and policies of the plan are outlined below:
Goal 1: Create an active, ground floor pedestrian environment within the three nodes along the corridor: a mixed-use node at 10 th Street East, a residential node at 15th Street East, and an employment/retail node at 20th Street East. Design the buildings facing East Avenue Q to reflect the vision of a new “main street” – active uses, street-oriented entrances, tall floor-to-ceiling heights, reduced setbacks (unless adjacent to a plaza or park).
Implement urban design guidelines and features that encourage pedestrian activity and reduce automobile use.
Encourage outdoor dining for patrons within the Mixed-Use General Plan land use designations along East Avenue Q and 10th Street East.
Require corner treatments and special architectural features for buildings at the three major intersections on Avenue Q at 10 th Street East, 15 th Street East, and 20th Street East.
Expand use of street furniture including lighting, benches, trash receptacles and landscaping to support a comfortable pedestrian environment within the three designated nodes at the intersections of East Avenue Q and 10 th Street East, 15th Street East, and 20th Street East.
Allow for various job-producing uses within the Employment Flex and Neighborhood Commercial General Plan land use designations, as dictated by the Palmdale 2045 General Plan, in pedestrian-oriented building types along East Avenue Q and 20th Street East.
Goal 2: Increase housing opportunities along the corridor Promote new multi-family development and urge varying unit size and type within the Mixed-Use and Residential General Plan land use designations along East Avenue Q.
Encourage affordable units that are seamlessly integrated into the overall residential or mixed-use development, and that connect to and complement the planned bicycle and pedestrian improvements in the study area.
Goal 3: Increase local job opportunities along the corridor. Support a diverse mix of light industrial, information, film, makerspace, boutique food/wine/beer processing, food, and technology uses to provide jobs and tax revenues for the community by allowing emerging economic uses and industries within the Mixed-Use and Employment General Plan land use designations.
Report to Mayor and City Council
Re: Avenue Q Complete Streets Project
August 17, 2022
Land use recommendations also include creating an active, ground floor pedestrian environment with three defined nodes.
FISCAL IMPACT
No fiscal impact. The creation of the study was funded through a Southern California Association of Governments grant and future development and redevelopment would be required to adhere to the recommendation within the plan as part of the development process.
STRATEGIC PLAN
Goal III: Invest in infrastructure to improve community livability.
C. Plan and maintain safe and attractive neighborhoods, streets, facilities, and public spaces with exciting programming that promotes active fun for everyone.
Prepared by: Jasmine Alvarado, Associate Planner
Certified as to availability of Funds: Janelle Samson, Director of Finance Approved by: Ronda Perez, Interim City Manager
Approved as to form: Scott E. Porter, Acting City Attorney
ATTACHMENTS
1. Resolution No. CC 2022-086
2. East Avenue Q Complete Streets Study
CITY COUNCIL
CITY OF PALMDALE, CALIFORNIA
RESOLUTION NO. CC 2022-086
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PALMDALE
APPROVING THE PALMDALE EAST AVENUE Q COMPLETE STREETS STUDY A. RECITALS
WHEREAS, the City of Palmdale has contracted with a private design firm to prepare the Palmdale East Avenue Q Complete Streets Study; WHEREAS, the Palmdale East Avenue Q Complete Streets Study area includes a 1.4-mile segment of East Avenue Q from Sierra Highway to 20th Street East, as shown on the map attached hereto as Exhibit I;
WHEREAS, on July 21, 2022, the Planning Commission of the City of Palmdale reviewed the Palmdale East Avenue Q Complete Streets Study and recommended approval of the study by the City Council; and,
WHEREAS, on August 17, 2022, the City Council of the City of Palmdale conducted a duly noticed public hearing on the study and concluded said hearing on that date. Evidence, both written and oral, was duly presented and considered by the City Council at the aforesaid public hearing, including but not limited to, the staff report dated August 17, 2022.
NOW THEREFORE, BE IT RESOLVED, THE CITY COUNCIL OF THE CITY OF
PALMDALE DOES HEREBY FIND, DETERMINE, RESOLVE AND ORDER AS FOLLOWS:
B. RESOLUTION
SECTION 1. The City Council hereby specifically finds that all of the facts set forth in the Recitals, Part A of this Resolution, are true and correct.
SECTION 2. The City Council hereby finds as follows with respect to the environmental documentation for the study.
(a) Pursuant to the California Environmental Quality Act (CEQA) and the City’s local CEQA Guidelines, adoption of the East Avenue Q Complete Streets Study is categorically exempt from CEQA because: (1) CEQA exempts minor alterations to public facilities, such as to streets, sidewalks, gutters, and pedestrian trails, including the addition of bike paths (See 14 CCR §§ 15301(c) and 15304(h)); (2) the common sense exemption of CEQA in in Section 15061(b)(3) applies, a section which provides, that where it can be seen with certainly that there is no Resolution No. CC 2022-086
possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA. The Palmdale East Avenue Q Complete Streets Study consists of guidelines intended for the creation of a corridor that enhances safety and connectivity to future development and provides for multimodal access to the proposed location of the future multimodal high-speed rail station, it does not result in a physical change that could cause an impact to the environment and therefore is not subject to CEQA. Any future development application will be reviewed for CEQA compliance under a separate permit and the appropriate environmental document will be prepared to address project- specific impacts.
(b) The custodian of records for the environmental document, and all other materials which constitute the records of proceedings upon which the City Council’s decision is based, is the Planning Manager of the City of Palmdale. Those documents are available for public review in the Planning Division of the City of Palmdale located at 38250 Sierra Highway, Palmdale, California 93550, telephone (661) 267-5200.
SECTION 3. Based upon substantial evidence presented to the City Council during the August 17, 2022, public hearing, including public testimony and written and oral staff reports, the City Council specifically finds as follows:
(a) The proposed guidelines conform with the goals, objectives, and policies of the General Plan.
The Palmdale East Avenue Q Complete Streets Study is a multimodal corridor plan that provides transportation guidelines for a 1.4-mile segment of East Avenue Q (from Sierra Highway to 20th Street East).
The proposed guidelines conform with the goals, objectives, and policies of the General Plan, because the study is consistent with General Plan Circulation Element Goal C3: Encourage use of non-vehicular transportation throughout the Planning Area. The study aims to aid in the creation of a corridor that enhances safety and connectivity to future development and provides for multimodal access to the future high-speed rail station. Further, the study is consistent with General Plan Circulation Element Objective C1.9: Plan for the development of arterial streetscapes which present an aesthetically pleasing appearance, promote ease of use for pedestrian, and non-motorized as well as vehicular traffic, and provide maximum public safety through design features. Future development requirements within the corridor plan align with the City’s General Plan Resolution No. CC 2022-086
Update, as dictated by the Palmdale 2045 General Plan, and are geared toward improving walking and biking conditions for people of all ages and abilities, while improving the comfort and safety of active transportation in the high desert weather.
SECTION 4. Based on the findings and conclusions set forth in the above Sections, and based on all other evidence in the record, the City Council hereby approves the Palmdale East Avenue Q Complete Street Study as shown in Exhibit II and finds that the study is exempt from the requirements of CEQA.
SECTION 5. The City Clerk shall certify to the adoption of this resolution.
PASSED, APPROVED and ADOPTED this 17th day of August 2022. _________________________________
Approved as to form: Steven D. Hofbauer, Mayor
ATTEST:
___________________________ ________________________________ Scott E. Porter Shanae S. Smith, City Clerk
Acting City Attorney
I, Shanae S. Smith, City Clerk of Palmdale, California, do hereby certify that the foregoing resolution was duly passed, approved, and adopted by the City Council of the City of Palmdale at a regular meeting of said Council held on the 17 th day of August, 2022, by the following roll call vote:
AYES:
NOES:
ABSTAIN: ABSENT:
Date:
Shanae S. Smith, City Clerk
EXHIBIT I
AERIAL MAP FOR PALMDALE EAST AVENUE Q COMPLETE STREETS STUDY
PALMDALE
EAST
AVENUE Q
COMPLETE
STREETS
PROJECT
FINAL | April 2022
ii
PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT
Acknowledgments
The City of Palmdale and Project Team thanks all those who helped shape and develop the Palmdale East Avenue Q Complete Streets Project.
City Staff
Megan Taggart
Ruben Hovanesian
Jay Nelson
Mike Behen
Kery German
Technical Working Group Members
Al Tsai, Palmdale School District
Amanda Parrell, Antelope Valley Union
High School District
Deputy James Murphy, Los Angeles County
Sheriff’s Department
Lovell Fleming, Antelope Valley Youthbuild
Maribel Briseno, Antelope Valley Cycling
Martin Tompkins, Antelope Valley Transit Authority
Michelle Fluke, Antelope Valley Partners for Health
Richard Marshalian, Los Angeles County
Department of Regional Planning
Rocio Castellanos, Los Angeles Care/Blue Shield
Community Resource Center
Sylvia Duarte, Antelope Valley Hispanic
Chamber of Commerce
Prepared by
Toole Design
Raimi and Associates
Arellano Associates
Funding Agency
Southern California Association of Governments
iii
PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT
Contents
Executive Summary ����������������������������������������������������������������������������������������������������������������������������������������������������������vii Chapter 1� Introduction �������������������������������������������������������������������������������������������������������������������������������������������������������2 Project Background ................................................................................................................................................................................................................ 2 Project Goals .......................................................................................................................................................................................................................... 2 Chapter 2� Existing Conditions ��������������������������������������������������������������������������������������������������������������������������������������������6 Land Use on East Avenue Q .................................................................................................................................................................................................... 6 Who uses East Avenue Q? ...................................................................................................................................................................................................... 7 Connectivity ......................................................................................................................................................................................................................... 16 Safety and Comfort on East Avenue Q ................................................................................................................................................................................ 18 Chapter 3� Engagement and Outreach �������������������������������������������������������������������������������������������������������������������������������24 Outreach and Engagement Strategies ................................................................................................................................................................................. 24 What We Heard ..................................................................................................................................................................................................................... 31 4� Recommendations ���������������������������������������������������������������������������������������������������������������������������������������������������������34 Land Use and Zoning Recommendations .......................................................................................................................................................................... 34 Transportation Recommendations and Streetscape Standards ........................................................................................................................................ 44 iv
PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT
Figures
Figure 1: Project Area ............................................................................................................................................................................................................ 3 Figure 2: General Plan Land Use Designations ..................................................................................................................................................................... 8 Figure 3: Study Intersection Turning Movement Volumes (AM Peak Hour) – Existing Conditions ................................................................................... 10 Figure 4: Study Intersection Turning Movement Volumes (PM Peak Hour) – Existing Conditions .................................................................................... 11 Figure 5: Parking from Sierra Highway to 10th Street East ............................................................................................................................................... 13 Figure 6: Parking from 10th Street East to 15th Street East ............................................................................................................................................. 14 Figure 7: Parking from 15th Street East to 20th Street East ............................................................................................................................................. 15 Figure 8: Project Area Transportation Network .................................................................................................................................................................. 17 Figure 9: Roadway Collisions (2015-2019) ......................................................................................................................................................................... 19 Figure 10: Bicycle Facilities Continuum Chart .................................................................................................................................................................... 20 Figure 11: Level of Traffic Stress – Existing Conditions ..................................................................................................................................................... 21 Figure 12: Instagram Post ................................................................................................................................................................................................... 24 Figure 13: Facebook Post ..................................................................................................................................................................................................... 25 Figure 14: Postcard Mailer (back and front) ...................................................................................................................................................................... 25 Figure 15: Feedback from a TWG meeting captured in Miro (a virtual presentation/whiteboard tool) .......................................................................... 26 Figure 16: Survey results for desired improvements along East Avenue Q ...................................................................................................................... 27 Figure 17: Sample slide from Workshop #1 presentation ................................................................................................................................................. 28 Figure 18: Two “narrow” draft options presented in Workshop #2 in Miro ...................................................................................................................... 28 Figure 19: A “wider” draft option presented in Workshop #2 in Miro ............................................................................................................................... 29 Figure 20: Workshop #2 poll responses ............................................................................................................................................................................. 30 Figure 21: Land Use and Design Framework ....................................................................................................................................................................... 37 Figure 22: Draft General Plan 2045 Land Use** ................................................................................................................................................................. 38 Figure 23: PTASP Regulating Plan ....................................................................................................................................................................................... 42 Figure 24: Existing Right-of-Way on East Avenue Q between Sierra Highway and 10th Street East .............................................................................. 46 Figure 25: Existing Right-of-Way on East Avenue Q from 10th Street East to Orchid View Place ................................................................................... 46 v
PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT
Figure 26: Existing Right-of-Way on East Avenue Q from Orchid View Place to 16th Place East .................................................................................... 47 Figure 27: Existing Right-of-Way on East Avenue Q from 16th Place East to 20th Street East ....................................................................................... 47 Figure 28: “Narrow Option A” Alternative as presented for community feedback ........................................................................................................... 49 Figure 29: “Narrow Option B” Alternative as presented for community feedback ........................................................................................................... 50 Figure 30: “Wider Option” as presented for community feedback .................................................................................................................................... 50 Figure 31: East Avenue Q Recommended Alternative, 10th Street to 11th Street East (Four-Lane Configuration) ........................................................ 54 Figure 32: East Avenue Q Recommended Alternative, 15th Street to 16th Street East (Two-Lane Configuration) ......................................................... 56 Figure 33: Study Intersection Turning Movement Volumes (AM Peak Hour) - Recommended Alternative (2045) ......................................................... 60 Figure 34: Study Intersection Turning Movement Volumes (PM Peak Hour) - Recommended Alternative (2045) .......................................................... 61 Figure 35: Level of Traffic Stress – Recommended Alternative ........................................................................................................................................ 63 Tables
Table 1: Resident Age ............................................................................................................................................................................................................. 7 Table 2: Vehicles Available (Workers 16 years and over in households) ............................................................................................................................ 9 Table 3: East Avenue Q Traffic Operations Summary: Existing Conditions ....................................................................................................................... 12 Table 4: Potential Areas of Conflict along East Avenue Q .................................................................................................................................................. 18 Table 5: Existing Marked Crosswalks along East Avenue Q ............................................................................................................................................... 18 Table 6: Promotion and Notification Materials and Distribution Methods ........................................................................................................................ 25 Table 7: Design Goals and Objectives ................................................................................................................................................................................. 44 Table 8: Basis of Design Criteria ......................................................................................................................................................................................... 48 Table 9: Alternatives Evaluation ......................................................................................................................................................................................... 51 Table 10: Final Recommendation Design Details ............................................................................................................................................................... 52 Table 11: Traffic Operations Summary - Year 2045 Conditions ......................................................................................................................................... 59 Table 12: Summary of Potential Funding Sources .............................................................................................................................................................. 64 vi
THIS PAGE IS INTENTIONALLY LEFT BLANK.
vii
PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT
Executive Summary
The Palmdale East Avenue Q Complete Streets Project is a multimodal corridor study that provides transportation and land use recommendations for a 1.4-mile segment of East Avenue Q. Recommendations are aligned with the City’s General Plan Update and are geared toward improving walking and biking conditions for people of all ages and abilities, as well as improving the comfort and safety of active transportation in high desert weather.
Transportation & Streetscape
Recommendations:
Create a public right-of-way along East Avenue Q that
includes the following:
• Continuous, protected sidewalk-level bicycle facilities along the length of the study corridor (Sierra Highway to 20th Street East).
• Continuous sidewalks and high-visibility crossings at intersections, with raised crossings at driveways.
• A center landscaped median for traffic calming where
possible, reducing points of conflict, and reducing the heat island effect, with gaps as needed for driveway and emergency access.
• Streetscape furniture to create a sense of place and
add amenities for people biking, walking, and shopping, including lighting, shade structures, benches, trash
receptacles, and bicycle racks.
• Landscaping and green infrastructure to reduce the heat island effect, capture stormwater, and provide shade for people walking and biking along the corridor.
Land Use Recommendations:
• Create an active, ground floor pedestrian environment within three defined nodes:
» A mixed-use node at 10th Street East that will be a
lively area with mixed use development on all four
corners and a “main street” character and feel.
» A residential node at 15th Street East, located at
the center of the project area, will offer differing
intensities of standalone residential uses on all four
corners.
» An employment/retail node at 20th Street East, which
is located at the east end of the project area, serves
as a commercial and employment node.
• Increase various types of housing opportunities
• Increase local job opportunities
viii
THIS PAGE IS INTENTIONALLY LEFT BLANK.
Introduction
1 2
PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | CHAPTER 1. INTRODUCTION Chapter 1. Introduction
Project Background
The City of Palmdale is re-imagining East Avenue Q as
a safer multimodal corridor that encourages economic
development and is a direct connection to a multimodal
transportation hub that will provide High Speed Rail,
Metrolink, and local bus service to residents. The project area includes a 1.4-mile segment of the corridor from
Sierra Highway to 20th Street East.
The corridor serves an important function to the residents that live on or near the street, and those that are accessing existing retail, commercial, and institutional destinations, and it provides a connection to those traveling west to Sierra Highway for work or other purposes. East Avenue
Q is also anticipated to link major destinations and activity centers, which creates an unprecedented opportunity for the City to consider multiple modes of travel and create a model that could also apply in other locations throughout Palmdale. With the future Palmdale High-Speed Rail
station serving both Northern and Southern California,
and the High Desert Corridor to Victorville to the east, this segment of East Avenue Q must manage many future
needs. Additionally, given the high-desert climate of the city, thermal comfort for people walking and biking in high-heat and high-wind conditions is a key consideration.
Project Goals
The project goals as identified in the original project grant application are to:
Develop a multimodal preliminary corridor plan
to be merged into a Project Initiation Document
(PID)
Enhance pedestrian and bicycle activity and
safety on East Avenue Q
Develop planning-level recommendations to
address shade and wind on East Avenue Q
Provide a framework for modifying roadway
geometry and sidewalk improvements that will
promote walking and biking as a viable form of
safe and active transportation
Develop designs for continuous bike facilities
and sidewalks along the entire stretch of the
project area
Ensure the East Avenue Q complete streets
project is consistent with and complementary
to the City’s General Plan Update (2045 General
Plan)
What are Complete Streets?
Complete Streets is a transportation policy and design
approach for streets to be planned, designed, operated, and maintained to enable safe, convenient, and comfortable travel and access for people of all ages and abilities regardless of their mode of transportation. There is no singular design prescription for Complete Streets; each one is unique
and responds to its community context A complete street may include sidewalks, bike lanes, dedicated bus lanes, comfortable and accessible public transportation stops, frequent and safe crossing opportunities, median islands, accessible pedestrian signals, curb extensions, narrower travel lanes, roundabouts, landscaping, and more.
3 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | CHAPTER 1. INTRODUCTION Figure 1: Project Area
4 THIS PAGE IS INTENTIONALLY LEFT BLANK.
5 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | CHAPTER 1. INTRODUCTION Existing
Conditions
2 6
PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | CHAPTER 2. EXISTING CONDITIONS Chapter 2. Existing Conditions
The City of Palmdale is located in Antelope Valley in northern Los Angeles County, separated from the Los Angeles Basin by the San Gabriel Mountains. Palmdale is 106 square miles in size with a population of 169,450 as of 20201. 1 Source: US Census Bureau. https://www.census.gov/quickfacts/palmdalecitycalifornia 2 Palmdale Sheriff’s Station, (n.d.) Los Angeles County Sheriff’s Department. Retrieved from: http://shq.lasdnews.net/pages/patrolstation.aspx?id=PLM Safe, sustainable, and convenient travel is essential for everyone who lives in, works in, and visits Palmdale. This chapter provides an overview of the existing conditions for people walking, biking, and taking transit, analyzing who uses the corridor, connectivity, safety, and comfort.
Additional analyses conducted as part of the existing
conditions review not included in the body of this report are available in Appendix A: Existing Conditions. The Project Team also reviewed the following plans, studies, and
reports relevant to the East Avenue Q Complete Streets
Project – this review is available in Appendix B: Document and Code Review:
• City of Palmdale General Plan (1993)
• Palmdale Transit Area Specific Plan (2020)
• Avenue Q Feasibility Study (2016)
• City of Palmdale Complete Streets Plan (2019)
• City of Palmdale Safe Routes to School Plan (2019)
• City of Palmdale Design Toolbox (2018 draft)
• City of Palmdale Municipal Code
Land Use on East
Avenue Q
The 1993 General Plan land use designations on East
Avenue Q are illustrated in Figure 2. The parcels on the north side of East Avenue Q are currently designated as Industrial, Business Park, and Commercial Manufacturing.
This area has a heavier jobs focus, and is home to large parcels, that today are largely unbuilt. Parcels on the south side of East Avenue Q are designated as residential between 9th Street East and 18th Street East with Single Family Residential 2, Multifamily Residential, and Medium High Density Residential uses. The west end of the Project Area includes Industrial, Business Park, and Public Facility designations, while the east end includes Neighborhood
Commercial and Commercial Manufacturing designations.
The Palmdale General Plan is undergoing a comprehensive update which is expected to conclude in 2022. This update will result in new land use designations and a new General Plan Land Use Map that is detailed in Chapter 4 of this report.
The project area is bound by two public facilities, the Palmdale Sheriff Station at the southeast corner of Sierra Highway and East Avenue Q to the west and the Palmdale
Water District (PWD) at the northeast corner of 20th Street East and East Avenue Q to the east. Other key land use types include:
• The Palmdale Sheriff Station–ran and operated by the Los Angeles County Sheriff’s Department—serves the City of
Palmdale and surrounding communities. The Palmdale
Sheriff’s Station is a state-of-the-art facility constructed in 2006 that includes a 47,000 square-foot main building, 7,800 square-foot jail, and 8,400 square-foot motor pool and storage building.2
7 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | CHAPTER 2. EXISTING CONDITIONS • The PWD has provided water services in the Antelope
Valley since 1918. PWD serves the City of Palmdale and
approximately 187 square miles of land in northeastern
Los Angeles County, including several non-contiguous
areas of the Antelope Valley.3
Mixed residential uses within the project area include single family residences, and primarily two-story apartment
complexes ranging in size and density with surface parking lots that face East Avenue Q and its cross streets. There are approximately 77 single family residential units within the project area, many of which are clustered on a single parcel. These single-family units are characterized by
front-facing and front-loading garages at either the front of the building or in a detached structure at the back of the parcel. Single-family residential front setbacks range from approximately 25-60 feet on East Avenue Q. The project
area contains approximately 376 multifamily residential units. The orientation of buildings and parking lots across multifamily structures varies, with smaller multifamily structures oriented facing East Avenue Q with front-loading parking lots, while larger multifamily structures feature several buildings oriented around the perimeter of a parcel with parking lots at the center.
Who uses East
Avenue Q?
To better understand who is impacted by existing conditions along East Avenue Q, the Project Team analyzed the three project census tracts that compose the project area, focusing on demographics and the current environment for people
walking, biking, taking transit, and driving along the corridor.
Demographics: Age and Income
One of the tenets of a complete street is that the street should function for people of all ages and abilities. This demographic analysis focuses on age, as young people and older adults may be less likely to drive alone or may be transit dependent. Another focus demographic was income, as lower income residents may also rely on walking,
bicycling, and taking transit.
3 History of PWD, (n.d.) Palmdale Water District. Retrieved from: https://www.palmdalewater.org/about-pwd/pwd-history/ The project area’s population skews toward younger age
groups, especially in census tract 9101.1, where 40% of residents are 19 years or younger. Table 1 provides an age breakdown within the three groups to help analyze potential mobility barriers for younger children, young adults, and older adults. In all three census tracts reviewed, teenagers and young children constitute a significant share of the population.
Youth are likely to use East Avenue Q to travel in the area, as there are multiple schools nearby, including Tamarisk Elementary School, Sierra Paloma High School, Palmdale Prep Academy and R Rex Parris High School.
The Project Team collected median annual household
income data to analyze any potential mobility challenges that residents may experience due to income. Residents in the project area are lower-income when compared to the
City’s median annual household income – incomes in the
project area’s census tracts range from 29% to 69% of the City’s median income of $60,428.
Table 1: Resident Age
Census
Tract
Residents
19 years or
younger
Residents
20-64 years
Residents
65 and
older
9101.1 40% 55% 5%
9105.01 34% 59% 7%
9105.2 26% 69% 5%
Source: American Community Survey (2018)
Walking, Biking, and
Taking Transit
The Project Team led a citywide survey and received 551 responses about how residents use East Avenue Q. Of these respondents, 51% walk on East Avenue Q a few times a year or more, 21% bike around the corridor a few times a year or more, and 18% take transit around the project area a few times a year or more. Pedestrian and bicyclist count data collected on a weekday during Spring 2021 also found a low number of people walking and bicycling along the project area.
8 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | CHAPTER 2. EXISTING CONDITIONS Figure 2: General Plan Land Use Designations
9 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | CHAPTER 2. EXISTING CONDITIONS Future counts for the project area may help create a better understanding of who walks and bikes along East Avenue
Q, and how walking and bicycling trips can increase once improvements are made. There are few transit riders today and recent service cuts to Antelope Valley Transit Authority (AVTA) lines along East Avenue Q have discouraged people to regularly take the bus.
Most workers within the project area’s census tracts have access to at least one vehicle (see Table 2), indicating that many people impacted by the project may not be transit
dependent. Young people and older adults, however, may
be more dependent on non-automobile commuting and can
benefit from balancing modes and improved transit service along East Avenue Q.
Table 2: Vehicles Available (Workers 16 years and over in households) Census Tract No vehicles 1 vehicle 2 vehicles 3 vehicles 4 vehicles 5 or more vehicles
Tract 9101.01
(664 total) 2.3% (15) 11.9% (79) 33.6% (223) 41.1% (273) 1.1% (7) 10.1% (67) Tract 9105.01
(1467 total) 10.3% (151) 56.8% (833) 24.0% (352) 8.9% (131) 0.0% (0) 1.2% (17) Tract 9105.02
(1547 total) 4.3% (66) 14.5% (224) 50.9% (788) 13.6% (210) 14.8% (229) 3.3% (51) All tracts
(3678 total) 6.3% (232) 30.9% (1136) 37.1% (1363) 16.7% (614) 6.4% (236) 3.7% (135) Source: American Community Survey (2019)
Multimodal Volumes
Multimodal turning movement counts were collected at five East Avenue Q study intersections on March 4, 2021: Sierra Highway, 10th Street East, 12th Street East, 15th Street East, and 20th Street East. The counts included motor vehicles, pedestrians, and bicyclists and were completed during the AM and PM peak periods (7-9 AM, 4-6 PM). While East Avenue Q is a major arterial, volumes were relatively low, with the highest directional motor vehicle volumes never rising above 500 vehicles per hour. Pedestrian and bicycle volumes were also very low, with no intersection experiencing more than five total during a peak hour. Weather was also likely not a factor in walking and bicycling volumes as there was no precipitation that day with a high temperature of 67 degrees.
Count data is summarized in Figure 3 and Figure 4.
10 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | CHAPTER 2. EXISTING CONDITIONS Figure 3: Study Intersection Turning Movement Volumes (AM Peak Hour) – Existing Conditions 11 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | CHAPTER 2. EXISTING CONDITIONS Figure 4: Study Intersection Turning Movement Volumes (PM Peak Hour) – Existing Conditions 12 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | CHAPTER 2. EXISTING CONDITIONS Driving
Traffic Operations
A traffic operations analysis was conducted on East Avenue Q to document existing conditions through level of service (LOS)4, delay (measured in seconds), and volume-to-capacity ratio (v/c)5. The analysis, completed in Synchro 10 software, included five signalized and unsignalized intersections on East Avenue Q between Sierra Highway and 20th Street
East. Measured traffic operations conditions show very little delay during AM and PM peak hour conditions and suggest some current intersections are overbuilt and additional right- and left-turn lanes are not warranted. A summary of these findings is provided in Table 3.
4 LOS describes traffic conditions—the amount of traffic congestion—at an intersection or on a roadway. LOS ranges from A to F, with A indicating a condition of little or no congestion and F indicating a condition with severe congestion, unstable traffic flow, and stop-and-go conditions. For intersections, LOS is based on the average delay experienced by all traffic using the intersection during the busiest (peak) 15-minute period. LOS A through D are generally con- sidered acceptable.
5 Volume-to-capacity ratio (v/c) represents the sufficiency of an intersection to accommodate the vehicular demand. A v/c ratio less than 0.85 generally indicates that adequate capacity is available, and vehicles are not expected to experience significant queues and delays. As the v/c approaches 1.0, traffic becomes unstable, and delay and queuing conditions may occur. Once the demand exceeds the capacity (a v/c ratio greater than 1.0), traffic flow is unstable and excessive delay and queuing is expected.
Parking
Parking along the project area is primarily on-street,
except for residential apartments that have assigned
off-street parking and commercial locations with surface parking lots. Parking along East Avenue Q is illustrated in Figures 5, 6, and 7. On-street parking along East Avenue Q is underutilized, which is likely associated with the lack of developed parcels. As East Avenue Q develops with
more housing and commercial destinations, the demand
for parking will grow. Curbside parking is some of the
most valuable space and regulating curbside use can help balance space for people who choose not to drive. This can include more dedicated space for expanded sidewalks,
parkways, separated bicycle facilities, and dedicated transit stops. The curbside should also support new mobility
services, such as passenger loading zones for ride hailing services (Lyft, Uber), and micromobility options like bike share and scooter share.
Table 3: East Avenue Q Traffic Operations Summary: Existing Conditions Intersection Time
Period
LOS (Delay) [v/c]
NB SB EB WB Total
Sierra Hwy
(Signalized)
AM B (14.3) [0.39] B (15.3) [0.35] - B (12.9) [0.28] B (14.2) [0.34] PM C (21.2) [0.47] C (25.8) [0.72] - B (18.6) [0.52] C (22.8) [0.71] 10th Street East
(Signalized)
AM C (26.4) [0.51] C (24.9) [0.21] B (16.9) [0.29] B (16.4) [0.46] B (19.2) [0.43] PM D (42.2) [0.77] C (32.8) [0.54] C (21.8) [0.67] B (20.0) [0.59] C (25.9) [0.62] 12th Street East
(Unsignalized)
AM B (11.8) [0.08] 0.0 - - A (1.1) [-]
PM C (18.6) [0.17] B (11.0) [0.01] - - A (1.5) [-]
15th Street East
(Unsignalized)
AM A (8.9) [0.12] A (8.7) [0.07] A (8.4) [0.22] B (10.8) [0.41] A (9.5) [-] PM B (11.3) [0.22] B (11.0) [0.18 C (16.1) [0.70] C (17.8) [0.64] C (15.2) [-] 20th Street East
(Unsignalized)
AM A (8.6) [0.18] A (8.6) [0.10] A (8.9) [0.27] B (11.0) [0.48] A (9.7) [-] PM B (10.9) [0.28] B (12.7) [0.20] E (39.2) [0.03] C (21.2) [0.82] C (24.7) [-] 13 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | CHAPTER 2. EXISTING CONDITIONS Figure 5: Parking from Sierra Highway to 10th Street East 14 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | CHAPTER 2. EXISTING CONDITIONS Figure 6: Parking from 10th Street East to 15th Street East 15 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | CHAPTER 2. EXISTING CONDITIONS Figure 7: Parking from 15th Street East to 20th Street East 16 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | CHAPTER 2. EXISTING CONDITIONS Connectivity
East Avenue Q provides a critical opportunity for improved connectivity in Palmdale – the corridor connects to or is in close proximity to important destinations like the Palmdale Transportation Center, schools, hospitals, and the future high-speed rail. East Avenue Q is also an alternate route to Palmdale Boulevard for access to CA Highway -14, Sierra Highway, and key regional destinations. A map showing the street, bicycle, and transit network, as well as traffic control devices, can be found in Figure 8.
Bicycle and Pedestrian
Connectivity
The location of East Avenue Q positions it as an opportune connector for multimodal travel, but the existing conditions on the ground do not yet reflect its potential as a key connective corridor. There are no bicycle facilities along the project area, but the corridor intersects with the Doctor Robert C. St. Clair Parkway, a shared-use off-street path adjacent to Sierra Highway. Bike facilities are proposed for the entire project area, as well as 10th Street East (which intersects with East Avenue Q) as part of the City’s Bicycle Master Plan. East Avenue Q has inconsistent sidewalks,
with gaps throughout the project area that may discourage walking to nearby destinations or connecting to transit stops.
Transit Connectivity
The project area is near the Palmdale Transportation
Center, which serves regional transportation needs and
offers multiple transit services: AVTA and Santa Clarita Transit bus service, Amtrak bus service, Greyhound bus
service, and Metrolink commuter rail service. East Avenue Q hosts several AVTA transit lines, but there are few people who primarily use transit to commute to work near the
project area when compared to other modes.
The most prominent AVTA route along the project area is Route 98, which has six stops (three stops in each direction) and operates very limited hours. This line is a special circulator route for commuters between the Palmdale
Transportation Center and Pete Knight High School, running in the eastbound direction during weekday mornings and
westbound in the afternoon. Boarding data from January
1, 2019 to January 31, 2020 shows low ridership, with
the highest-use stop along the project area being the
eastbound 11th Street East stop (55 boardings for the year), and westbound 10th Street East stop (46 alightings for
the calendar year). Route 98 was not in operation when
students were not in school during the COVID-19 pandemic, but service restarted once students started attending
school in person.
Route 3 and 51 also travel on East Avenue Q, but only from Sierra Highway to 10th Street East, with one stop on each side of the roadway. For the same time period per stop
boardings ranged from 1,569 to 2,438 and alightings ranged from 1,161 to 2,049. Route 3 operates with a frequency of 30 minutes on weekdays and 60 minutes on weekends, while
Route 51 operates approximately every two hours weekdays and weekends. More frequent east-west service in the area operates a half mile to the south on Palmdale Boulevard where Route 1 operates with a 15- to 60-minute frequency depending on time of day and week.
Motor Vehicle Connectivity
East Avenue Q is a major arterial in the City’s functional classification system, an autocentric grouping of streets based on connections to other street types and services they provide. Higher order facilities like arterials generally carry higher volumes of traffic and have direct connections to limited access highways like Sierra Highway while also connecting to areas of regional importance. While current volumes on East Avenue Q are relatively low, they may grow significantly as development occurs in the project area.
Motor vehicle connectivity on Avenue Q is continuous from Sierra Highway to 42nd Street East, but is bisected by the rail lines near the project area. Today, anyone living along East Avenue Q east of Sierra Highway would need to travel a roundabout path of at least a mile to reach the Palmdale Transportation Center or R. Rex Parris High School. Better connections would improve overall roadway connectivity
and potentially increase multimodal use of the corridor east of Sierra Highway.
17 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | CHAPTER 2. EXISTING CONDITIONS Figure 8: Project Area Transportation Network
18 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | CHAPTER 2. EXISTING CONDITIONS Safety and Comfort on East Avenue Q
The Project Team’s investigation of safety and comfort
focused on pedestrian and bicyclist separation from moving vehicles, safety at crosswalks, and comfort from the natural elements of the high-desert.
Collision History and
Areas of Conflict
From 2015 to 2019, there were 12 collisions within the project area. Eleven of the 12 collisions did not involve bicyclists or pedestrians – the one collision involving a pedestrian at the intersection of East Avenue Q and Sierra Highway resulted in a severe injury. Reviewing collision history is one approach to understanding street safety, but a more proactive approach looks at the systemic factors that may cause conflicts in the future. This may include long distances between marked
crosswalks, high posted speed limits, permissive turning movements, and low visibility for people driving. Along the corridor, there are multiple potential conflict zones between drivers and people walking and bicycling. Table 4 details the locations and potential conflicts within the project area.
Table 4: Potential Areas of Conflict along East Avenue Q Location Description of Conflict
Intersection of Sierra
Highway and East Avenue Q
The missing south crosswalk leg at this intersection limits direct connection to the existing dirt trail.
Intersection of 10th St East
and East Avenue Q
This intersection has protected left turns and signal phasing for pedestrians, but there is a potential conflict between drivers making eastbound right turns from Avenue Q onto 10th Street East. The geometry at the southwest corner of the intersection is not well defined today.
Intersection of 15th St East
and East Avenue Q
In addition to a long east-west crossing distance across 15th Street East, this intersection’s complex roadway geometry is unpredictable for all modes and can cause conflicts between drivers, pedestrians, and bicyclists.
Intersection of 17th St East
and East Avenue Q
The lack of traffic control devices at this uncontrolled intersection creates potential conflicts between drivers and people walking or biking.
Intersection of 20th St East
and East Avenue Q
This 4-way stop controlled intersection does not have marked crosswalks, which impacts pedestrian visibility and presence.
Along East Avenue Q
Large spacing between marked crosswalks and high posted speed limits create a street that encourages speeding. Paired with low levels of street lighting, this can be a significant safety issue at night.
Pedestrian Crossing
Assessment
Today, there are very few marked crosswalks along East
Avenue Q, and the distances between existing marked
crosswalks are more than a quarter mile (Table 5). Studies show that people are more likely to cross at an intersection with a traffic signal or a pedestrian signal head (Walk/Don’t Walk signs). People are also more likely to cross at any location with a marked crosswalk than at those without.6 Although existing low traffic volumes and undeveloped
land use may justify the current infrequency of marked
crossings, a complete street must allow people walking
6 NCHRP Report 562: Improving Pedestrian Safety at Unsignalized Crossings. https://nacto.org/wp-content/uploads/2010/08/NCHRP-562-Improving-Pedes- trian-Safety-at-Unsignalized-Crossings.pdf
the opportunity to safely cross East Avenue Q, particularly at intersections and along travel desire lines. The National Association of City Transportation Officials (NACTO)
recommends marked crossings at 200-foot intervals for
dense city areas. Examining the context of East Avenue
Q, a marked crossing at every major intersection is
approximately 650-foot spacing, which would offer more
frequent crossing opportunities for people walking.
Table 5: Existing Marked Crosswalks along East Avenue Q Intersections (from – to) Distance (ft)
Sierra Hwy 10th Street East 1,635
10th Street East 15th Street East 2,595
19 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | CHAPTER 2. EXISTING CONDITIONS Figure 9: Roadway Collisions (2015-2019)
20 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | CHAPTER 2. EXISTING CONDITIONS Bicycling Level of Traffic
Stress (LTS)
The Project Team conducted a Level of Traffic Stress (LTS) assessment for people bicycling around the project area to identify the stress of street networks for bicycling based on built-environment, speed, and volume characteristics (Figure 10). The methodology used by the planning
team is adapted from criteria published by the Mineta
Transportation Institute (MTI).7 The LTS analysis scores streets on a scale from 1 to 4 as follows:
• LTS 1: Strong separation from all except low speed, low volume traffic. Simple crossings. Suitable for children. • LTS 2: Except in low speed / low volume traffic situations, cyclists have their own place to ride that keeps them
from having to interact with traffic except at formal
crossings. Physical separation from higher speed and
multilane traffic. Crossings that are easy for an adult to negotiate. Corresponds to design criteria for Dutch bicycle route facilities. A level of traffic stress that most adults can tolerate, particularly those sometimes classified as “interested but concerned.”
• LTS 3: Involves interaction with moderate speed or
multilane traffic, or close proximity to higher speed
traffic. A level of traffic stress acceptable to those
classified as “enthused and confident.”
• LTS 4: Involves interaction with higher speed traffic or 7 Low Stress Bicycling and Network Connectivity. https://transweb.sjsu.edu/sites/default/files/1005-low-stress-bicycling-network-connectivity.pdf close proximity to high-speed traffic. A level of stress acceptable only to those classified as “strong and fearless.” The LTS analysis (Figure 11) found that East Avenue Q is a high-stress corridor for people walking and bicycling today.
The street has a varying profile but high posted speed limits for a segment that only has one travel lane in each direction.
The absence of continuous sidewalks also contributes to the high stress nature of the street, though missing sidewalks were not a factor incorporated into the LTS analysis. Today, residents may not feel comfortable bicycling beyond
the limits of their immediate neighborhood because it
is hemmed in by larger, high‐stress streets like Sierra Highway, 10th Street East, 15th Street East, 20th Street East, and East Palmdale Boulevard, or cut off from the adjacent neighborhood by a high‐stress crossing of a major street.
Figure 10 illustrates how different types of riders are comfortable with different types of bicycle facilities. Shared use paths are more comfortable and less stressful for
children, while shared roadways may only encourage
advanced bicyclists. In general, collector and arterial streets with bicycle facilities are less stressful than those without, but many streets with bicycle facilities can still be high stress due to higher vehicular speeds and volumes. Bicycle facility planning and design thinking over the past decades has not included consideration of riders who may feel uncomfortable in these situations. East Avenue Q has the opportunity to serve as a low stress east-west connection and create a more comfortable way to connect neighborhoods to services.
Shared Use Path Separated Bike Lane Buffered Bike Lane Shoulder BikewayBike Lane Shared Roadway MOST SEPARATED LEAST SEPARATED
Figure 10: Bicycle Facilities Continuum Chart
21 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | CHAPTER 2. EXISTING CONDITIONS Figure 11: Level of Traffic Stress – Existing Conditions 22 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | CHAPTER 2. EXISTING CONDITIONS Example of a bus stop on East Avenue Q that lacks amenities like shade and seating
Transit Facilities
Six AVTA bus stops are located along East Avenue Q. Most bus stops on the corridor have accompanying facilities like seating and a shelter, which offers refuge from the heat and rain. Some, however, lack these amenities, creating an uncomfortable waiting environment for transit riders. One bus stop location (the westbound Line 98 stop at 10th Street East) has a cut out for buses to pull into, complete with a concrete pad. This cut out is located at the far side of the intersection, although the actual bus zone is located at the nearside of the intersection (east of 10th Street East) within a dedicated right turn lane.
Shade Analysis
The city’s high-desert climate warrants special focus on shade elements to enhance the thermal comfort of people walking, biking, and taking transit. The full corridor was organized into three distinct sections for the shade analysis – see Appendix A for all shade exhibits.
As typical for most California geographies, the northern section of the corridor is mostly exposed to direct sunlight and lacks sufficient shade. This largely undeveloped part of the corridor lacks sidewalk facilities and mature canopy trees, making it a prime area for shade investment as the area experiences new development. The northwestern
portion of East Avenue Q between Sierra Highway and 10th Street East, with the single-family units, has no street trees and therefore lacks sufficient shade throughout the year.
The south side of East Avenue Q from 9th Street East to 12th Street East lacks sufficient shade during hotter months due to inconsistent tree spacing. The south side of the corridor from 12th Street East to 15th Street East provides sufficient shade throughout the year because mature canopy trees
have been planted within eight feet of the back of the
sidewalk. The north side of East Avenue Q between 15th
Street East and 20th Street East (where the commercial
development adjacent to 20th Street East is located) provides pockets of sufficient shade; one of which includes a bus stop with a shade structure. While the tree spacing in this section is seemingly inconsistent, additional tree wells along the sidewalk create shade coverage that encompasses the
entire sidewalk in specific pockets, one of which includes a bus stop without a shelter.
Two bus stops out of the six along the corridor are
completely exposed and lack any shade from canopy trees or shade structures. The first stop sits on the south side of the East Avenue Q between 11th Street East and 12th
Street East, and the second is on the north side of East Avenue Q between Orchid View Place and 15th Street East.
The remaining four bus stops are in areas that maintain sufficient shade throughout the year due to the presence of shelters and densely planted canopy trees.
23 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | CHAPTER 2. EXISTING CONDITIONS Engagement and
Outreach
3 24
PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | CHAPTER 3. ENGAGEMENT AND OUTREACH Chapter 3. Engagement and Outreach
Community outreach and engagement were critical parts of the entire planning process.
Overall, the goal of the community engagement for this project was to leverage a transparent and inclusive set of outreach activities that provide ample opportunities for meaningful engagement from the City’s diverse community. The intention was to foster a sense of participation, contribution, and ownership among local corridor residents and business owners, as well as the larger Palmdale community.
Outreach and
Engagement Strategies
A wide variety of outreach and engagement strategies were used to work toward the project’s engagement goals, with the hope of minimizing barriers to participation and inviting the broadest possible community input.
The first round of community engagement began in Spring 2021 and focused on gathering input on the community’s
experiences within the project area, understanding
current perceptions of the corridor’s existing conditions, and identifying future opportunities and the types of
improvements that community members would like to see.
Community input was collected and used to develop draft concepts. The second round of public engagement began
in the Summer of 2021, when draft concept alternatives for East Avenue Q were shared with the public for final input and confirmation.
Public input contributed to defining a shared vision for the corridor and a better understanding of future transportation uses and needs. Outreach activities to gather community feedback were conducted in both project phases and virtual activities were supplemented with tactics designed to reach people without internet or computer access. These activities included:
• Three Technical Working Group meetings
• One project survey
• Two virtual workshops with Q&A
• Two pop-up events (in-person)
• Youth outreach (one interview)
COVID-19 Approach
In alignment with public health guidelines for in-person gatherings, the Project Team implemented 100% virtual
public meetings. This format achieved attendance numbers that perhaps may not have been reached using traditional in-person methods. To promote participation in the project from those who had limited internet or computer access, socially distanced in-person pop-ups were hosted in or
near the project area to meet people using the corridor and solicit their feedback.
Promotion and Notification
The Project Team designed a notification process that
aimed to reach all levels of stakeholders, including non- English speakers.
Spanish translation
and interpretation
were provided for
all project materials
and at both public
workshops. The
project’s database of
1,400+ contacts (City
officials/staff, major
employers, academic
institutions, business
associations, and
community groups)
was a key resource
for disseminating
project information
and encouraging
participation.
Figure 12: Instagram Post
25 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | CHAPTER 3. ENGAGEMENT AND OUTREACH Promotion and notification materials and distribution methods are detailed in Table 6, and examples of promotional materials can be seen in Figures 12, 13, and 14.
Table 6: Promotion and Notification Materials and Distribution Methods Notification type Materials and Distribution Methods
Print notification
• Flyers and posters: Distributed at Palmdale Transportation Center, Marie Kerr Center, Palmdale City Library, Palmdale Community Resource Center, City Hall, Palmdale Sheriff’s Station, Legacy Commons, Palmdale School District, South Antelope Valley Emergency Services, Yucca House Community Garden, Domenic Massari Park, Hispanic Chamber of Commerce, Palmdale Water District, and other key business and high-traffic areas along Avenue Q • Postcards: Mailed to 2000+ addresses within a ¼ mile of the project corridor Digital notification
• Social media campaign: 8 Facebook and Twitter posts with almost 20,000 impressions • Geofenced online advertisements: Targeted online ads with over 250,000 impressions • Press releases: Antelope Valley Press and Antelope Valley Times • Palmdale Connections newsletters
• Weekly eblasts
• Electronic billboard advertisements
• Palmdale Minute video segment
• Extended outreach toolkit: A resource for 83 stakeholders and Technical Working Group members that contained copy-ready text, graphics, and links with details about upcoming engagement opportunities
Figure 14: Postcard Mailer (back and front)
Figure 13: Facebook Post
26 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | CHAPTER 3. ENGAGEMENT AND OUTREACH Technical Working Group Meetings
The Project Team convened an 18-person Technical Working Group (TWG) made up of representatives from local and
regional organizations, Los Angeles County staff, and City of Palmdale staff. The TWG’s role was to review and provide feedback on key findings and recommendations throughout the life of the project, and the group met three times. • April 2021: The Project Team presented an overview of the project and described key findings from the existing conditions analysis. Feedback from the TWG included
the importance of connectivity for bike and pedestrian
networks, the need for improvements to support all ages and abilities, and a desire for improved landscaping and lighting.
• July 2021: The Project Team gave an update on public
input and presented multiple draft cross-section options for East Avenue Q. TWG feedback (see Figure 15) included support for one-way bike lanes and concern over having
enough space for bike and pedestrian facilities to shift where the right-of-way was limited.
• October 2021: The Project Team provided an engagement summary and presented the preferred design alternative
as well as new crossing locations. TWG feedback included support for a two-lane cross section, sidewalk-level bike lanes, and pedestrian-scale lighting.
Figure 15: Feedback from a TWG meeting captured in Miro (a virtual presentation/whiteboard tool)
27 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | CHAPTER 3. ENGAGEMENT AND OUTREACH Project Survey
A bilingual online survey was available from March 29,
2021, to May 9, 2021. The survey asked respondents for
input on how they use the corridor, concerns, priorities for improvements, and overall vision for active transportation and a complete street on East Avenue Q. 551 people
responded to the survey.
Active modes are rarely used along the corridor – only
12.9% of survey respondents walk on or near East Avenue Q at least once or twice a week, and 78.5% stated they
never ride their bikes on the corridor. Transit use was also low among respondents – 81.8% never take public transit on East Avenue Q. In comparison, around a quarter of
respondents drive daily on East Avenue Q, while almost a third drive the corridor at least once or twice a week. These responses highlight the current car-oriented streetscape along the corridor, which creates a uninviting environment for people walking, biking, or taking transit.
The amenities/improvements survey respondents wanted to see most on East Avenue Q were lighting (66.2%), continuous sidewalks (61.7%), and improved pavement quality (55.3%).
Primary concerns for travel along the corridor included maintenance for vandalism, trash dumping, and potholes
(54.3%), missing sidewalks or crosswalks (51.9%), and an unsafe environment for walking (50.6%).
Virtual Workshops
Due to COVID-19, both workshops were conducted virtually using Zoom with live Spanish interpretation provided.
During the workshop, materials were shared using Miro,
a virtual whiteboard/presentation tool that allows for live note-taking and annotation of concepts and diagrams,
as well as additional collaborative features that allow participants to see their feedback captured in real-time.
Workshop #1
The first virtual workshop was held on May 28, 2021, from 6-8pm, with 24 people in attendance. The Project Team
presented a project overview, shared existing conditions findings, and identified opportunities for enhancements along the corridor. During polls conducted throughout
the workshop, 83% of attendees stated they neither walk nor bike along East Avenue Q, and 89% “strongly agreed” Figure 16: Survey results for desired improvements along East Avenue Q Wider crosswalks
Signals and crosswalks
Transit stop improvements
Marked crosswalks
Bike paths away from cars
Street tree shade
Improved pavement quality
Continuous sidewalks
Lighting
124
125
137
141
149
181
293
327
351
28 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | CHAPTER 3. ENGAGEMENT AND OUTREACH that the corridor needs improvements. All
attendees either “somewhat agreed” or
“strongly agreed” with the opportunities for
East Avenue Q identified by the Project Team,
which included continuous sidewalks, more
crossing options, continuous bike lanes,
better connections for bicyclists, consistent
shade, and better bus stop amenities.
Workshop #2
The second virtual workshop was held
on August 25, 2021, from 6pm-7:30pm,
with 36 people in attendance. The Project
Team shared an overview of the project, a
summary of public input gathered so far, and
three draft concepts for East Avenue Q.
Figure 17: Sample slide from Workshop #1 presentation
Figure 18: Two “narrow” draft options presented in Workshop #2 in Miro
29 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | CHAPTER 3. ENGAGEMENT AND OUTREACH Figure 19: A “wider” draft option presented in Workshop #2 in Miro During polls conducted throughout the workshop, attendees stated their most important complete streets elements
for East Avenue Q were safe crossing opportunities; new, wide sidewalks; and landscaping and tree canopy. All
attendees who responded to a poll on bike facility types preferred sidewalk-level bike lanes to on-street bike lanes along the corridor, and all respondents also agreed that they would be willing to spend a little more time while driving on East Avenue Q to ensure a safer environment for people walking and biking. Feedback on the draft concepts included enthusiasm for public seating, crosswalks, and landscaping/trees. Attendees supported a design option
with wider sidewalks and no more than two vehicular travel lanes (one in each direction), stating that additional travel lanes (as depicted in Figure 19) would encourage dangerous speeds.
30 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | CHAPTER 3. ENGAGEMENT AND OUTREACH Pop-Up Tabling
Two pop-up events were held in August 2021 (one
at Palmdale Transit Center and one at the Palmdale
Community Resource Center) to further promote the project and encourage feedback. Participants were asked to review potential improvements and choose their top improvements.
Over 300 people participated in the pop-up events, and
the top two selected improvements at both events were
sidewalk level bike lanes and street lighting.
Youth Outreach
To gain feedback from youth stakeholders in the project area, the Project Team conducted an interview in August 2021 with members of Antelope Valley Youth Build, a
program that serves learners aged 16-29 years old. Five Antelope Valley Youth Build members participated in a
45-minute interview. They described their experiences
traveling on East Avenue Q as “fast and reckless” due to the lack of sidewalks and bike lanes and stated that walking and biking on the corridor felt unsafe and uncomfortable because of high driver speeds. Interviewee feedback on
draft concepts was divided – some interviewees preferred a wider option with four lanes of traffic since people are “used to driving fast”, while others preferred a narrower two-lane option to calm traffic, reduce driver racing, and allow people to slow down and “appreciate small businesses.”
Figure 20: Workshop #2 poll responses
Pop-up event at Palmdale Transit Center
Feedback from pop-up event at Palmdale Community
Resource Center
31 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | CHAPTER 3. ENGAGEMENT AND OUTREACH What We Heard
Community members who participated in the project’s outreach activities provided broad and detailed information about their needs and concerns while traveling on East Avenue Q. The following key themes came up most frequently in public feedback received about the project:
The current lack of pedestrian and bicycle
infrastructure creates a harsh and
uncomfortable walking and biking
environment. Sidewalk gaps, unmarked
crossings, and a lack of bikeways were
highlighted in feedback across all outreach activities. Many participants in the outreach activities were infrequent walkers, bicyclists, and transit riders along the corridor.
This is likely due to the current conditions of East Avenue Q, which is more vehicle-oriented.
Dangerous driver behavior is an issue.
Speeding and racing were brought up in
workshops and in the AV Youth Build
interview as factors that contribute to a
dangerous environment along East Avenue
Q. Traffic calming elements like medians could help address speeding issues, an idea that was supported by workshop attendees. Community members also generally supported a two-lane design for East Avenue Q (opposed to a four-lane concept) due to concerns about speeding and safety. There was also a willingness to sacrifice driving convenience for pedestrian and bicyclist safety -- all Workshop #1 attendees stated they were willing to spend a little more time driving along East Avenue Q in order to make conditions safer for people walking and biking.
High-quality bike facilities are needed
along the corridor. East Avenue Q is a
high-stress street for people riding bikes
– current speed limits range from 40-50
miles per hour along the corridor. There was
enthusiastic public input around adding bike facilities to the street, and huge support for a sidewalk-level bike lane (at pop-up events and in workshops) that would separate
people riding bikes from people driving cars.
Improved landscaping and lighting would
vastly upgrade the walking experience on
East Avenue Q. The high desert conditions
along the corridor can be hot and
uncomfortable in the summer and adding
trees or other shade-providing structures would mitigate the impacts of walking in hot weather. Community members pointed out the lack of lighting along the corridor, and street lighting was the most popular improvement recorded at the pop-up events.
Community feedback was incorporated throughout the
planning process, helping shape the Project Team’s existing analysis, draft design concepts, and final recommended
design alternative.
32 THIS PAGE IS INTENTIONALLY LEFT BLANK.
Recommendations
4 34
PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | 4. RECOMMENDATIONS
4. Recommendations
The following project recommendations for East Avenue Q focus on street improvements that improve conditions for people walking, biking, taking transit, and driving, while incorporating projected land use and zoning along the corridor consistent with the General Plan Update. These recommendations represent a logical evolution of the extensive existing conditions analysis and stakeholder engagement completed for this project.
Land Use and Zoning Recommendations
8 City of Palmdale GIS, UrbanFootprint (2019-2021)
Key Land Use Issues and
Opportunities
Through the planning and community engagement process,
several issues and opportunities were identified. A series of key issues and opportunities pertaining to land use and urban design within the project area include:
• Suburban Development Pattern: Nearly all the existing development along East Avenue Q is oriented to vehicular traffic in a traditional suburban development pattern. This development type presents challenges for creating an
active, pedestrian-oriented mixed use and employment
corridor.
• Vacant Land: Approximately 55%8 of the parcels within the project area are currently vacant, mostly on the
north side of the corridor. While vacant land presents an opportunity to save on development costs, it also presents a challenge when individual projects develop at different times, leaving gaps in a street frontage.
• County Jurisdiction: A portion of the land within the project area - a “County Island”- is under County of
Los Angeles jurisdiction. While the City’s General Plan provides the vision for the County Island, the County of Los Angeles regulates zoning in the area. This affects
the City’s ability to further the intended main street
environment within the west end of the project area.
• Supportive of Large Projects: While large swaths of
vacant land can be challenging to develop at a similar
pace, the makeup of large parcels facing East Avenue Q
also presents a unique opportunity to support large mixed use and multifamily development projects, which will
encourage the active, pedestrian environment envisioned for East Avenue Q.
• Incomplete Frontages: Although a current constraint,
existing sidewalk gaps provide an opportunity to consider not only width and quality of sidewalks but how new
development interfaces with the public realm.
• Proximity to Downtown: The project area includes the
east end of the future Downtown, as envisioned within
the Palmdale Transit Area Specific Plan (PTASP). The
PTASP reconceptualizes Avenue Q as a “key” street with
vibrant retail and entrainment activity in a mixed-used environment. East Avenue Q is envisioned as a place
for commercial uses that serve daily shopping needs,
mixed-use development, and multimodal transportation.
The future multimodal transit station and planned
“main street” near the project area will bring needed
infrastructure, development, and activity to the corridor. 35 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | 4. RECOMMENDATIONS Land Use Goals and Policies
The goals and policies presented below are consistent
with the draft Palmdale 2045 General Plan. Policies taken directly from the draft 2045 General Plan are marked with an asterisk (*).
Goal 1: Create an active, ground
floor pedestrian environment within
the three nodes along the corridor:
a mixed-use node at 10th Street East,
a residential node at 15th Street East,
and an employment/retail node at
20th Street East.
• Design the buildings facing East Avenue Q to reflect
the vision for a new “main street” – active uses, street- oriented entrances, tall floor-to-ceiling heights, reduced setbacks (unless adjacent to a plaza or park).*
• Implement urban design guidelines and features that
encourage pedestrian activity and reduce automobile
use.*
• Encourage outdoor dining for patrons within the mixed- use designations along East Avenue Q and 10th Street
East.
• Require corner treatments and special architectural
features for buildings at the three major intersections on Avenue Q at 10th Street East, 15th Street East, and 20th Street East.
• Expand use of street furniture including lighting,
benches, trash receptacles and landscaping to support
a comfortable pedestrian environment within the three
designated nodes at the intersections of East Avenue Q
and 10th Street East, 15th Street East, and 20th Street East.
• Allow for various job-producing uses within the
Employment Flex and Neighborhood Commercial
designations, as dictated by the Palmdale 2045 General
Plan, in pedestrian-oriented building types along East
Avenue Q and 20th Street East.
Goal 2: Increase housing opportunities
along the corridor.
• Promote new multifamily development within the mixed- use and standalone residential designations along East
Avenue Q.
• Urge varying unit size and type within the standalone residential and mixed-use zones within the project area. • Encourage affordable units that are seamlessly integrated into the overall residential or mixed-use development,
and that connect to and complement the planned bicycle
and pedestrian improvements planned in the project area.
Goal 3: Increase local job opportunities
along the corridor.
• Support a diverse mix of light industrial, information, film, makerspace, boutique food/wine/beer processing,
local food, and technology uses to provide jobs and
tax revenues for the community by allowing emerging
economic uses and industries within the Mixed-Use and
Employment designations.*
Recommendations
The overall land use and design framework for creating a vibrant, pedestrian-oriented mixed-use multimodal corridor along East Avenue Q is presented in the following sections. A clear framework provides visitors and residents with a strong sense of place, an understanding of how to find their way around easily and safely and to efficiently identify uses and activities. These recommendations are intended to integrate both private and public realm development by focusing on the types of allowed land uses and their relationship to the public right-of-way, while leveraging the Complete Streets improvements envisioned for the corridor. The framework also addresses the City’s desired objectives of achieving a new urban form that is more compact and complete, where a diversity of uses and amenities are located within close walking distance of residences, work, and transit.
The land use designations in the draft Palmdale 2045 General Plan, are also included to provide a high-level overview of the place types envisioned for the corridor. A description of the applicable zoning from the PTASP is also included.
36 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | 4. RECOMMENDATIONS Land Use and Design Framework
Through the Palmdale 2045 General Plan and Palmdale
Transit Area Specific Plan (PTASP), East Avenue Q
transitions from a semi-residential and semi-industrial avenue to a mixed-use and mixed residential corridor. The project area, which includes the east end of the PTASP, includes mixed-use, multi-family, and employment land
uses. While not currently connected across the rail tracks west of Sierra Highway, East Avenue Q is intended to
continue the “main street” Palmdale environment from
Division Street (which is outside of the project area) through to 10th Street East. Avenue Q will also be connected across Sierra Highway in the future via an underpass.
The East Avenue Q corridor offers three key activity nodes, one at 10th Street East, 15th Street East, and 20th Street East, all of which feature different land uses and feel. These nodes offer greater pedestrian amenities to support safe pedestrian crossings and encourage active transportation.
Detailed below and illustrated in Figure 21 are key features of each node within the project area.
Avenue Q Nodes
Mixed Use Node: The node at 10th Street East will be a
lively area with mixed use development on all four corners and a “main street” character and feel. This area also
serves as the eastern boundary of the PTASP. Within
this node, mixed-use development allows for multistory
multifamily residential with active ground floor commercial uses. Ground floor uses within the mixed-use node will
incorporate wide sidewalks with outdoor dining, large
shopfront windows with displays and or dining rooms,
street furniture and awnings to increase pedestrian
comfort. The environment within this node will be the
most active of the three intersections and will serve as the unofficial end of “main street” as indicated within the PTASP.
Residential Node: The 15th Street East intersection,
which is located at the center of the project area, will offer differing intensities of standalone residential uses on all four corners. The intersections at this node will offer enhanced
pedestrian
crossings with
additional
amenities such
as shade trees,
wide sidewalks,
street lighting, and
bicycle parking.
Residential
development
within this node
will integrate a
mix of landscaping
and hardscaping.
Employment/
Retail Node: The
20th Street East
node, which is
located at the east
end of the project
area, serves as
a commercial
and employment node. This node features different
employment-based uses that require different variations of public access, though all buildings will be oriented to the street. The environment at this node will be active with pedestrian facing commercial uses, and pedestrian
interface at the employment uses.
As shown in Figure 21, the land use setting along East
Avenue Q evolves from more intensive mixed-use
development near 10th Street East, to decreasing densities of standalone multifamily residential across the corridor to 17th Street East. From 17th Street East, the corridor moves east into employment, utilities, and retail related uses near the 20th Street East intersection, which is also the eastern project boundary. The residential development creates
continuous development along the street frontage. All non- residential development is also oriented toward the street with buildings situated close to the proposed sidewalk.
A lower intensity multifamily residential
building situated close to the sidewalk with
landscaping.
A retail building with pedestrian amenities
including a plaza and landscaping.
37 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | 4. RECOMMENDATIONS Figure 21: Land Use and Design Framework
38 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | 4. RECOMMENDATIONS Figure 22: Draft General Plan 2045 Land Use**
**Subject to minor change
39 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | 4. RECOMMENDATIONS Example of RN-2 Example of RN-3 Example of RN-4
Land Use Regulations
Land use regulations provide descriptions of allowed land use along with character, intent, and interaction with the corridor. Below are descriptions of land use regulations that apply to the parcels along East Avenue Q and are illustrated in Figure 22. The Draft General Plan 2045 Land Use Map
in Figure 22 offers detailed, specific regulations for each parcel within the project area, while Figure 21 offers a high- level framework or vision of the intended place.
General Plan Land Use
The City of Palmdale is expected to complete the Palmdale 2045 General Plan in 2022. The plan will provide land use regulations for all parcels within the city’s jurisdiction. The Land Use Map and place types, which are listed below, are anticipated to be the final presiding General Plan land use designations, and therefore will regulate land uses within the project area. It should be noted that the land use map and place types are not yet adopted and therefore subject to minor change. General Plan place types, indicating land use, intensity, and character, are listed below for the parcels within the project area, as shown in Figure 24. The City of Palmdale is also in the process of updating its Zoning Code.
The updated Zoning map and accompanying districts will be consistent with and reflect the Palmdale 2045 General Plan Land Use Map.
Neighborhood Residential 2 (RN-2): This place type
is intended for a range of housing types with on-site
recreation and open space up to 20 dwelling units per
acre. Examples of building types within this designation include small lot detached houses, duplexes and low-rise attached houses, multiplexes, cluster housing, courtyard apartments and low-rise walkups. Buildings are setback
at regular, shallow distances from the street with narrow side setbacks. The main entrance to the development and individual units are oriented to the primary street frontage and accessible directly from the street. Site design for larger developments includes narrow residential streets, wide sidewalks (minimum of six feet wide), street trees, lighting, and integrated open space of varying sizes and scales.
Neighborhood Residential 3 (RN-3): This place type is
intended for “missing middle” or middle-density housing up to 30 dwelling units per acre. These neighborhoods
provide a transition in scale and intensity between lower- intensity residential neighborhoods and more intense
neighborhoods or mixed-use areas. Building types in this designation include duplexes and low-rise attached housing, multiplexes, garden and courtyard apartments, and low-
rise walkups. Buildings are oriented to the pedestrian, with shallow setbacks and narrow side setbacks. The
main entrance is located within the front façade and
directly accessed from the street. Site design for larger developments includes narrow streets, wide sidewalks
(minimum of six feet wide) street trees and lighting at regular intervals, and ample common open space for
residents.
Neighborhood Residential 4 (RN-4): This place type is
intended as a high-intensity, walkable neighborhood with a variety of types of housing, predominantly multi-family up to 50 dwelling units per acre. Areas with the RN-4 designation are located proximal to commercial, civic, employment
and recreational uses These neighborhoods are located
near the high-speed rail station and function as a buffer between lower-intensity residential neighborhoods and
intense mixed-use areas. Building types in this designation include townhouses or rowhouses, garden and courtyard
apartments, and mid-rise apartments. Buildings are
oriented toward the pedestrian, with main entrances on
the front facing façade and with minimal or zero setbacks.
Properties have common yards and high-quality frontages. 40 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | 4. RECOMMENDATIONS Mixed Use 3 (MU-3): This place type which correlates to the PTASP Urban Center (T5) designation, is intended to create a high-intensity concentration of commercial businesses and civic amenities mixed with multi-family housing along major corridors and/or near major transit. Allowed density range is 30-50 dwelling units per acre. Allowed uses
include multi-family residential, retail and services, office and medical, civic, and research and development use.
MU-3 areas provide employment, shopping, and living in a horizontal or vertical mixed-use format. Ground floors are primarily office, light R&D, and retail with housing above or behind. Allowed building types include condominiums or
rowhouses, low-rise walkups, standalone commercial, and block-form low-rise and mid-rise buildings.
Buildings face a public street with minimal setbacks.
Frontages are defined with entrance lobbies, shopfronts, or active spaces with awnings to promote a comfortable
pedestrian environment. Sidewalks are required in all areas with a minimum of ten feet in width, with planting strips where possible, and include amenities like street trees, lighting, seating, among others, at regular intervals. Onsite open space typically includes plazas, mini parks, or internal courtyards. Vehicular access is encouraged to be off the rear or side streets where possible.
Neighborhood Commercial (NC): This place type is intended to foster convenience-type retail, neighborhood offices and service activities that serve the daily needs of the immediate neighborhood. Neighborhood Commercial areas are
primarily located near neighborhoods, with development
occasionally found on small corner parcels but more often in slightly larger configurations (5 to 10 acres). Allowed uses include neighborhood-serving retail, services, and office, entertainment, auto service, and civic uses. These designations provide gathering places for the residents of surrounding neighborhoods and are ideal locations for high-quality transit stops. Building types include standalone commercial, attached low-rise commercial buildings in
a walkable “main street” configuration, and block-form
low-rise buildings. Buildings support both pedestrians and vehicle traffic, with entrances direct from the sidewalk along Avenue Q and if needed, facing a rear parking lot.
Employment Flex (EF): This place type is intended to permit a mix of lighter industrial uses and more intensive service, incidental retail, and commercial uses. It is a transition zone that allows a mix of businesses that provide a wide variety of employment-generating activity. The uses allowed in
this designation will support job generation, focusing on fabrication, research, distribution, and similar operations conducted primarily indoors. Primary allowed uses in
this designation include light industrial, flex/makerspace, Research &Development, and office and medical uses.
Secondary and supportive uses include retail, services, and auto related uses. Building types in the Employment Flex designation include minimal setbacks, oriented to the street.
Public Facilities (PF): This place type is applied to parcels that include public or private utilities and infrastructure.
Uses in this designation include water storage tanks and support facilities, powerlines and rights-of-way, railroad lines and rights-of-way, and electrical substations, among others. This designation permits support buildings that are required to operate and service public and private utilities.
Specific Plan (SP): The Specific Plan designation applies to parcels that fall within an existing Specific Plan in Palmdale. Those individual Specific Plan’s include allowed uses and regulations such as height, density, and floor area ratio (FAR). Portions of the East Avenue Q project area fall within the boundaries of the PTASP. The PTASP regulates all parcels with a regulating plan with zoning districts.
The zoning districts within the PTASP that affect the East Avenue Q project area are described in the following section in more detail.
Example of MU-3 Example of NC Example of EFExample of PF 41 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | 4. RECOMMENDATIONS Palmdale Transit Area Specific Plan
A portion of the project area falls within the PTASP, which covers the region around the future multimodal transit
station and positions the segment of East Avenue Q between Division Street and 10th Street East as a future “Main
Street” for Downtown Palmdale. With a future connection across Sierra Highway, East Avenue Q will continue the main street environment as it transitions into residential and other employment uses along the corridor. Listed below are the PTASP districts that are also within the project area.9 These parcels are outlined in red within the Regulating Plan shown in Figure 23.
Urban Core (T6):
• Desired Character: The Urban Core Zone is intended to provide buildings with the highest intensity immediately surrounding the site of the future Palmdale Multimodal
Station. The focus of this zone is to provide jobs and
amenities near transit.
• Desired Land Uses: Ground floors may house retail,
restaurant, service, and office uses, while upper floors may accommodate office and residential uses. Residential uses are prohibited on the ground floor in this zone. Active pedestrian-oriented commercial uses are required along
Avenue Q, 4th Street East, 5th Street East, Palmdale
Boulevard and Sierra Highway.
• Allowed Intensity and Height: FAR range – 2.5 - 4.0;
Residential density: 50-80 du/acre. Buildings up to 85 feet are permitted.
9 A pending modification to the PTASP may impact the noted floor-area ratios.
Urban Center (T5):
• Desired Character: The Urban Center Zone is intended
for urban, mixed-use development immediately adjacent
to, and surrounding, the Urban Core Zone and along both sides of Avenue Q and Palmdale Boulevard.
• Desired Land Uses: This zone provides for residential or mixed-use buildings up to five stories. Active pedestrian- oriented commercial uses are required on the ground
floor along 4th Street East, Avenue Q and Palmdale
Boulevard. Other streets may have residential uses on the ground floor. Buildings within this zone are required to step down to two stories along portions of the parcel that abut single-family zones.
• Allowed Intensity and Height: FAR range – 1.5 - 3.0;
Residential density: 30-50 du/acre. Buildings up to 65 feet are permitted.
42 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | 4. RECOMMENDATIONS Figure 23: PTASP Regulating Plan
43 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | 4. RECOMMENDATIONS Corridor Development
The parcels on the north side of East Avenue Q are mostly vacant, providing an unprecedented opportunity for
developing consistent frontages and streetscape along the street. While private development may occur over time, the City may choose to install the public realm improvements at one time to ensure development of uniform streetscape.
Private Frontages
As described in the land use framework section above and detailed below, there are three frontage types in the corridor:
Mixed-use development on East Avenue Q will have active pedestrian frontages that maintain a continuous building line at the ground floor at or near the front property line.
Occasional setbacks are acceptable to incorporate outdoor patios and plazas. Mixed use frontages include primary
entrances facing East Avenue Q with shopfront windows and landscaping. Frontage types include shopfronts, arcades, and galleries. Awnings and other similar shade structures will be enlarged in order to provide shade for pedestrians.
Residential uses are located on upper stories or behind the buildings fronting East Avenue Q. At the 10th Street East intersection, mixed use buildings may be designed to include specialized corner treatments like angled corners and
architectural elements like plazas, towers, or domes. Upper- level balconies that overhang on the public right-of-way will be permitted with appropriate encroachment permits.
Residential development will contain frontage types that are oriented to East Avenue Q with windows to provide “eyes on the street.” These include porches, stoops, and small yards.
Buildings will be articulated to express the rhythm of the individual units. All buildings have at least one entrance on the front façade and directly accessed from the street. Entrances may be raised up to three feet above finished grade to provide privacy for residents. Buildings will incorporate windows and landscaping, encouraging four-sided architecture.
Commercial and employment-related development will be
designed to have frontages that are oriented to the street with parking located behind the buildings. While buildings may have entrances from the parking areas, primary
entrances will be oriented to the street. Setback areas will be landscaped to provide visual relief as well as privacy for ground floor users.
Public Realm
Placemaking is a key concept to creating a comfortable
pedestrian environment that supports and encourages
active transportation along the corridor. Listed below are descriptions of key elements of the public realm within the project area.
• Open Space: To support the mixed-use and residential
nature of East Avenue Q, new open space amenities must
be provided to complement and connect existing nearby
facilities like the Robert C. St. Clair Parkway on the west side of Sierra Highway south of East Avenue Q. Onsite
open space should be integrated into new multi-family
residential developments, in the form of tot lots, plazas, dog runs, and mini parks, among others. New retail,
commercial, and mixed-use developments must offer
small courtyards and gathering spaces to support outdoor dining and other public gatherings. New mixed-use and
residential development must connect to off-site parks
such as the nearby Melville J. Courson Park, Poncitlán
Square, William J. McAdam Park, and Desert Sands Park
(once a connection across the rail tracks is established) among others.
• Amenities: A key component of creating a welcoming and vibrant environment along East Avenue Q is to provide
supportive amenities for residents and visitors alike. See the Transportation Recommendations and Streetscape
Standards section of this chapter for additional details on public realm amenities like streetscape furniture, shade, and landscaping.
An active retail frontage with pedestrian amenities Sidewalk dining Multifamily residential development
44 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | 4. RECOMMENDATIONS Transportation Recommendations
and Streetscape Standards
Key Transportation Issues
and Opportunities
• Existing street widths: The street has variable widths throughout the corridor, which creates constraints on
creating consistent, linear improvements throughout
the length of East Avenue Q. However, many segments
have enough width to provide opportunities for spot
infrastructure improvements like pedestrian refuge
islands, medians, or curb extensions.
• Unsignalized intersections: Only two intersections
within the project area are signalized, and the
other intersections throughout the corridor present
opportunities for installing new signals or other forms of traffic calming devices to control speed and improve safety.
• High stress environment for active transportation:
East Avenue Q is a high-stress street for people walking and biking. People riding bikes along East Avenue Q are forced to share the roadway with vehicles traveling at
high speeds, and sidewalks are inconsistent throughout
the project area, varying from five to eight feet in width, to missing entirely.
• Lack of shade: A limited tree canopy and many existing undeveloped parcels along East Avenue Q create a mostly unshaded environment for those traveling along the
corridor.
Design Goals and Objectives
The Project Team synthesized the existing condition
analysis, key issues and opportunities, input from City staff and stakeholders, and community priorities shared via public feedback, to create a set of design goals and objectives for the Project’s recommendations (Table 7).
Table 7: Design Goals and Objectives
Goal Objective Community Priorities
Connectivity
• Develop continuous sidewalks and bike lanes
along East Avenue Q.
• Create a direct connection to the future High
Speed Rail station.
• Increase connections to the existing and proposed
bicycle facility network.
Developing continuous sidewalks and bicycle
facilities are common feedback items from our
community engagement phases.
Multimodal
Operations
Rebalance East Avenue Q to better serve all road
users, including people walking, biking, taking
transit, and driving.
Balancing priorities for all modes was a key
response from participants who attended the
second workshop, as well as AV Youth Build
stakeholders.
Safety & Comfort
• Improve walking and biking conditions for people
of all ages and abilities.
• Incorporate recommendations to improve shade.
• Improve lighting.
Community members noted issues with
speeding along Avenue Q. They also noted
a willingness to spend more time driving on
Avenue Q to ensure a safer environment for
people walking and biking.
Aesthetics, Sense
of Place, and Land
Use Integration
• Beautify East Avenue Q, create a sense of place,
and promote economic vitality with amenities like
street landscaping, lighting, and signage.
• Complement proposed / future land uses along
East Avenue Q.
Community feedback indicated that lighting,
shade, and spaces for children are important
to include for the future Avenue Q.
45 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | 4. RECOMMENDATIONS The Complete Streets recommendations for East Avenue Q
include the following infrastructure changes/upgrades and streetscape recommendations:
• Continuous, protected sidewalk-level bicycle facilities along the length of the study corridor (Sierra Highway to 20th Street East).
• Continuous sidewalks and high-visibility crossings at intersections, with raised crossings at driveways.
• A center landscaped median for traffic calming where
possible, reducing points of conflict, and reducing the heat island effect, with gaps as needed for driveway access
and emergency access.
• Streetscape furniture to create a sense of place and add amenities for people biking and walking including lighting, shade structures, benches, trash receptacles, and bicycle racks.
• Landscaping and green infrastructure to reduce the heat island effect, capture stormwater, and provide shade for people walking along the corridor.
Public Right-of-Way
The available public right-of-way on East Avenue Q is a key factor in the concept alternatives developed for this study. The available right-of-way fluctuates from as little as 40 feet west of 9th Street East and as much as 104 feet immediately east of 10th Street. Most of the property line deviations occur in the western portion of the corridor where adjacent properties have already been developed,
whereas the corridor east of 15th Street East is consistently about 80 feet. The variability in the public right-of-way does have an impact on an overall cross section for the corridor, especially if existing properties and structures are not impacted or removed. However, the north side of East Avenue Q between 9th Street East and 17th Street East is vacant land and represents a more likely opportunity for the City to acquire needed frontage as these parcels develop.
Figures 24, 25, 26, and 27 highlight these varying right-of- way widths.
46 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | 4. RECOMMENDATIONS Figure 24: Existing Right-of-Way on East Avenue Q between Sierra Highway and 10th Street East Figure 25: Existing Right-of-Way on East Avenue Q from 10th Street East to Orchid View Place 47 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | 4. RECOMMENDATIONS Figure 27: Existing Right-of-Way on East Avenue Q from 16th Place East to 20th Street East Figure 26: Existing Right-of-Way on East Avenue Q from Orchid View Place to 16th Place East 48 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | 4. RECOMMENDATIONS Basis of Design
Building on the previously discussed Design Goals and
Objectives (Table 7), design criteria were identified that best represent a street that is safe and comfortable for all ages, abilities, and travel choice. While constraints like right-of-way, emergency access, and adjacent properties, among others, may limit the size and scope of change on East Avenue Q, these design criteria represent conditions that should be met, regardless of these constraints.
These design criteria also adhere to the following design standards:
• City of Palmdale Safe Routes to School Plan, Bicycle
Design Guidelines
• California Department of Transportation (Caltrans)
Highway Design Manual
• Public Right-of Way Accessibility Guidelines (PROWAG) • California Manual on Uniform Traffic Control Devices
(CAMUTCD)
• California Building Code (CBC)
• Caltrans Design Information Bulletin 89-01: Class IV
Bikeway Guidance
Table 8 presents key design assumptions used during the development of design alternatives.
Table 8: Basis of Design Criteria
Design Criteria Value(s) Justification
Travel lane width
• 11-foot curbside travel lanes*
• 10-foot turn lanes
• 10-foot inside travel lanes
• 26-foot width for Fire
Department access
*excluding gutters
Eleven-foot lanes are sufficient to accommodate bus and truck traffic in curbside lanes and are narrow enough to discourage speeding by smaller motor vehicles. Ten-foot interior lanes further discourage speeding while still comfortably accommodating vehicles. This national best practice is supported in the NACTO Urban Street Design Guide.
Bike lane width
• 5-foot minimum (excluding
gutter)
• 6 to 8 feet preferred*
(excluding gutter)
*on arterials
Six-to-eight-foot bike lanes are preferred for bicyclist safety and comfort. Five-foot bike lanes are the minimum recommended one- way bicycle facility width per the AASHTO Guide for the Development of Bicycle Facilities, 5th Ed. In constrained conditions, a four-foot bike lane may be applied near bus zones, for example.
Bike lane buffer
width
• 2-foot minimum
• 3 feet preferred (required
adjacent to parking)
Three-foot buffers are preferred for bicyclist comfort and safety.
Two-foot buffers are the minimum recommended width.
Sidewalk width
• 5-foot minimum
• 8 feet preferred
• 10-foot minimum preferred
at mixed-use nodes
• 4 feet at pinch points
Five feet is a standard minimum width for sidewalks. Eight feet is preferred to allow for side-by-side travel. Four feet is the minimum width at constrained locations, per PROWAG. Per California Building Code 11B-403.5.3, if the sidewalk is less than five feet in width, a “passing space” must be provided every 200 feet.
Landscaped buffer
width
• 4-foot minimum
• 6 to 8 feet preferred*
*reference City Approved Plant
and Tree List
Five feet provides sufficient space for trees to flourish without damaging the sidewalk and curb line; six to eight feet is preferred. It is possible to provide a four-foot landscaped buffer if needed.
Design vehicle
• 40-foot City Bus on city and
school bus routes
• SU-30 at other locations
These design vehicles will ensure that Regional Transit bus and school bus movements are accommodated by design alternatives at bus stops and intersections. Otherwise, the design will accommodate a single unit truck.
Land use context
Right of way design is reflective
of and sensitive to the
surrounding land use context
Pedestrian and cyclist amenities and need for on street parking will be different based on the adjacent land uses along East Avenue Q.
Driveway frequency and interruptions will vary based on land use.
Acquisition cost Wider right-of-way will require
more land acquisition
Most typical right of way width is approximately 80 feet along East Avenue Q with some pinch points that are approximately 40 feet. 49 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | 4. RECOMMENDATIONS Additional design assumptions include:
• Signal timing adjustments may be warranted to
accommodate bicycle, pedestrian, and/or transit
improvements.
• Adjustments to existing infrastructure (e.g., signal infrastructure, light poles, drainage, curb lines, additional utilities) may be warranted to accommodate roadway
improvements.
• Accessibility upgrades such as installation of tactile domes at curb ramps, reconstruction of outdated curb
ramps, and construction of wheelchair clear zones at bus stops will be included in design alternatives.
• Right-of-way impacts will strive to be minimized but will not be constrained by existing right-of-way in areas that are currently not developed.
• A center landscaped median included where feasible in the design alternatives to improve aesthetics, calm traffic, reduce points of conflict, and reduce the heat island
effect. Emergency vehicle access requirements may limit some opportunities for this.
• A minimum five-foot by eight-foot boarding area is
provided at bus stops.
• Meeting current Americans with Disability Act
Standards for all new construction.
Alternatives Analysis
Three potential design alternatives for the corridor were developed based on the design objectives and goals
identified in the previous section. The alternatives included a 90-foot configuration with one vehicular lane in each direction (Figure 28), a 90-foot configuration with two vehicular lanes in each direction (Figure 29), and a 114-foot configuration with two vehicular lanes in each direction (Figure 30). In alignment with this Plan’s Complete Streets goals, all three configurations included protected bicycle facilities, ample sidewalk widths, along with space for landscaping, trees, seating, lighting, and shade.
10’ 8’
90’
10’ 6’ Varies6’ 2’8’10’6’6’2’ 8’8’Varies
SidewalkBike LaneTravel Lane
Frontage Zone
Buffer
Landscape
Parking Zone/Stormwater Landscape
Median Landscape/Left Turn Lane
Travel Lane
Bike Lane
Buffer
Parking Zone/Stormwater Landscape
Sidewalk LandscapeFrontage Zone
Figure 28: “Narrow Option A” Alternative as presented for community feedback 50 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | 4. RECOMMENDATIONS Sidewalk
11’ 8’
90’
Bike Lane
10’ 6’ Varies
Travel Lane
Frontage Zone
Buffer
6’ 1’
Landscape
11’10’
Travel LaneBike Lane
4’
Buffer
6’1’
Parking Zone/Stormwater Landscape
8’
Sidewalk
8’
Landscape
Varies
Frontage Zone
Travel Lane Travel Lane
Figure 29: “Narrow Option B” Alternative as presented for community feedback 11’ 8’
114’
10’ 6’ Varies6’ 2’8’12’6’6’2’ 8’8’Varies 10’ 11’
SidewalkBike LaneTravel Lane
Frontage Zone
Buffer
LandscapeParking Zone/Stormwater Landscape
Median Landscape/Left Turn Lane
Travel LaneBike Lane
Buffer
Parking Zone/Stormwater Landscape
Sidewalk LandscapeFrontage Zone
Travel Lane Travel Lane
Figure 30: “Wider Option” as presented for community feedback 51 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | 4. RECOMMENDATIONS City staff and the Technical Working Group provided
additional feedback to help refine the alternatives, and the Project Team then conducted an evaluation of how each
alternative met the Complete Streets goals of the Plan.
Table 9 details the results of the alternatives evaluation:
• A full circle indicates the evaluation metric is met, • A half-circle indicates the evaluation is partially met, • An empty circle indicates the evaluation metric is not met.
Table 9: Alternatives Evaluation
Evaluation
Metric (goals) Basis of Evaluation
90-foot 2-lane
configuration
(Figure 28)
90-foot 4-lane
configuration
(Figure 29)
114-foot 4-lane
configuration
(Figure 30)
Connectivity
Continuous and consistent bikeway and
pedestrian facilities throughout the project area
Frequent and convenient crossings for
bicyclists, pedestrians, and transit users
Multimodal
Operations
Minimized conflict points between modes (i.e.,
bikeway and pedestrian route conflict points
with vehicles and transit loading and unloading)
Vehicle delay
Parking availability
Safety &
Comfort
Wide pedestrian and bicycle facilities
Short crossing distances for pedestrians
Horizontal and vertical separation between
vehicles and bicyclists/pedestrians
Intuitiveness and ease of use of facilities
Accessible design throughout the corridor
Aesthetics,
Sense of Place,
and Land Use
Integration
Sense of a Downtown Street, a destination
Shade and “Greening” of the corridor with
vegetation and landscaping
Right of way design is reflective of and sensitive
to the surrounding land use context
Limited right of way impacts
52 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | 4. RECOMMENDATIONS Recommended Corridor
Alternative
After review of the three alternatives and feedback
from City staff and key stakeholders, the Project Team’s final recommendation for the corridor includes a varied configuration of travel lanes and right-of-way widths
that maintains comfortable walking and biking facilities with space for landscaping and street furniture, while
acknowledging that automobile demand would likely
increase as properties along the corridor redevelop under the proposed Palmdale 2045 General Plan land uses and
zoning. Table 10 details the different configurations along each segment of East Avenue Q. The widest configuration (114 feet) recommended between Sierra Highway and
9th Street East is included as it creates a more logical continuation of the street section required within the PTASP.
Table 10: Final Recommendation Design Details
Street Segment Design Recommendation
East Avenue Q between
Sierra Highway and 9th Street East
• 114-foot public right-of-way
• Four vehicular lanes with turn lanes
• Landscaped median
• Sidewalk-level bike facilities on both sides of the street • Sidewalks and landscaping on both sides of the street • Parking on both sides of the street
East Avenue Q between
9th Street East and 12th Street East
• 90-foot public right-of-way
• Four vehicular lanes / turn lanes (as needed)
• Landscaped median
• Sidewalk-level bike facilities on both sides of the street • Sidewalks on both sides of the street
• Landscaping on the south side of the street
• Parking on the north side of the street
East Avenue Q between
12th Street East and 20th Street East
• 90-foot public right-of-way
• Two vehicle lanes with turn lanes (as needed)
• Striped and landscaped/striped median
• Sidewalk level bike facilities on both sides of the street • Sidewalks and landscaping on both sides of the street • Parking on both sides of the street
53 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | 4. RECOMMENDATIONS Streetscape and
Green Infrastructure
Recommendations
The public right-of-way recommendations will be enhanced through use of shade trees, street furniture, and lighting at regular intervals. Detailed below are the specific amenities that will create a comfortable pedestrian environment
within the project area. These recommendations are an
extension of those for East Avenue Q within the PTASP,
building a more seamless experience as one travels along the corridor.
• Shade, Landscaping and Green Infrastructure:
» The Chinese Elm “Ulmus Parvifolia” is the preferred
deciduous tree variety along East Avenue Q, with
recommended spacing of approximately 40 feet on
center with four-foot tree wells at the nodes and
major intersections. Tree spacing intervals may
increase between nodes along East Avenue Q. Typical
spacing for large canopy trees located within curb
extensions and eight-foot+ wide planting strips would
be 30-40 feet on center, while medium canopy trees
located adjacent to parking zones and four-foot+
wide planting strips would be 20-25 feet on center.
While much of the northern portion of the corridor
is constrained by overhead utility lines, careful
placement of trees along with shade structures
can contribute to providing sufficient shade as the
corridor continues to develop.
» Engineered shade structures can support additional
landscaping as well as provide much-needed shade.
These structures should be placed in concert with all
proposed transit stop location as well as intersections with seating.
» Low-water use plants and ground cover should be
placed along sidewalks and in medians.
» Pervious pavement parking zones allow stormwater
to soak into the ground.
» Stormwater curb extensions capture stormwater and
support large trees and should be located based on
existing catch basins.
• Streetscape Furniture:
» Benches, trash receptacles, and bicycle racks should
be provided in high pedestrian activity areas, such as
the mixed-use and retail/employment areas. These
amenities must be appropriate for the high desert
climate and be consistent with the surrounding design
and architecture.
» Pedestrian-scaled lighting fixtures must augment
existing vehicle-scaled lights along East Avenue Q to
increase safety and security of pedestrians. Fixtures
should be spaced 40 to 60 feet apart within the
mixed-use areas, with intervals increasing along the
residential areas between nodes. Fixtures should be
15 to 20 feet tall, with LED bulbs, and adhere to the
Dark Sky Association lighting guidelines.
» All street furniture and lighting must have a
consistent look across the corridor regardless of
vendor or manufacturer.
Concept Design
The following concepts illustrate a plan view and cross- section to represent the four-lane configuration and the two-lane configuration included in the recommended
corridor alternative, as well as recommendations for
general placement of green infrastructure and streetscape furnishing elements. The full concept design is located in Appendix F.
54 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | 4. RECOMMENDATIONS Proposed Plan View of East Avenue Q between 10th Street East and 11th Street East 1 2
8 15
18 Proposed Cross Sec� on of East Avenue Q between 10th Street East and 11th Street East 5 6
7 8 9
10 11
11 11
11 14
15 18
20 21
10 TH STREET
AVENUE Q
Loca� on Key
East Avenue Q Recommended Alterna� ve
10th Street East to 11th Street East (Four-Lane Confi gurati on) 12th
15th
16th
17th
20th
18th
8th
11th
10th
1 1
3 3
44 5
6 6
7 88 99
9 9
10 10
1111 12
12 13
13 114’
16’ 14’ 11’ 10’ 12’ 11’10’ 14’ 16’
1 1
2 3
4 4
5 11
11 11
14 15
17 19
19 11 TH STREET
AVENUE Q
Corridor Features
Stormwater Curb Extensions: Placed
at intersecti ons and midblock locati ons
to shorten crossing distance, capture
stormwater, and support large trees.
Pervious Pavement Parking Zones: Gaps
between interlocking concrete pavers
allows stormwater to soak into the ground.
Street Tree Shading: Large canopy Chinese
Elm trees are fast growing and can help
shade bicycle and sidewalk zones.
Mul� modal Pathway: Protected sidewalk-
level bike faciliti es and sidewalks provide
a safe and comfortable space for people
walking and biking.
Mobility + Safety Features
Separated bike and pedestrian pathway system
Midblock crossing pedestrian refuge island
Enhanced transit stop
Widened pedestrian space at intersec� ons and accessible ramps Carriage paths lead people from parking zones to the sidewalk Green Infrastructure Features
Stormwater curb extensions capture street runoff
Pervious pavement within parking zone
Tree plan� ng zone allows for a 40’ spacing of trees
Low water use plan� ng area along sidewalks and medians Streetscape Furnishings
Pedestrian scale street ligh� ng placed 40-60’ throughout the corridor Sea� ng, trash receptacles, bike racks at high-use pedestrian areas Shade structures at key intersec� ons and transit stops (where feasible) Wayfi nding signage at intersec� ons
1 2
1 3
4 7
6 8
9 11
10 12
13 5
1 1
2 5
56 6
7 7
8 8
9 9
10 10 13
13 N140’70’0’ 35’
Figure 31: East Avenue Q Recommended Alternative, 10th Street to 11th Street East (Four-Lane Configuration) 55 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | 4. RECOMMENDATIONS 1 1
2 3
4 4
5 11
11 11
14 15
17 19
19 11 TH STREET
AVENUE Q
Corridor Features
Stormwater Curb Extensions: Placed
at intersecti ons and midblock locati ons
to shorten crossing distance, capture
stormwater, and support large trees.
Pervious Pavement Parking Zones: Gaps
between interlocking concrete pavers
allows stormwater to soak into the ground.
Street Tree Shading: Large canopy Chinese
Elm trees are fast growing and can help
shade bicycle and sidewalk zones.
Mul� modal Pathway: Protected sidewalk-
level bike faciliti es and sidewalks provide
a safe and comfortable space for people
walking and biking.
Mobility + Safety Features
Separated bike and pedestrian pathway system
Midblock crossing pedestrian refuge island
Enhanced transit stop
Widened pedestrian space at intersec� ons and accessible ramps Carriage paths lead people from parking zones to the sidewalk Green Infrastructure Features
Stormwater curb extensions capture street runoff
Pervious pavement within parking zone
Tree plan� ng zone allows for a 40’ spacing of trees
Low water use plan� ng area along sidewalks and medians Streetscape Furnishings
Pedestrian scale street ligh� ng placed 40-60’ throughout the corridor Sea� ng, trash receptacles, bike racks at high-use pedestrian areas Shade structures at key intersec� ons and transit stops (where feasible) Wayfi nding signage at intersec� ons
1 2
1 3
4 7
6 8
9 11
10 12
13 5
1 1
2 5
56 6
7 7
8 8
9 9
10 10 13
13 N
140’70’0’ 35’
1 1
2 3
4 4
5 11
11 11
14 15
17 19
19 11 TH STREET
AVENUE Q
Corridor Features
Stormwater Curb Extensions: Placed
at intersecti ons and midblock locati ons
to shorten crossing distance, capture
stormwater, and support large trees.
Pervious Pavement Parking Zones: Gaps
between interlocking concrete pavers
allows stormwater to soak into the ground.
Street Tree Shading: Large canopy Chinese
Elm trees are fast growing and can help
shade bicycle and sidewalk zones.
Mul� modal Pathway: Protected sidewalk-
level bike faciliti es and sidewalks provide
a safe and comfortable space for people
walking and biking.
Mobility + Safety Features
Separated bike and pedestrian pathway system
Midblock crossing pedestrian refuge island
Enhanced transit stop
Widened pedestrian space at intersec� ons and accessible ramps Carriage paths lead people from parking zones to the sidewalk Green Infrastructure Features
Stormwater curb extensions capture street runoff
Pervious pavement within parking zone
Tree plan� ng zone allows for a 40’ spacing of trees
Low water use plan� ng area along sidewalks and medians Streetscape Furnishings
Pedestrian scale street ligh� ng placed 40-60’ throughout the corridor Sea� ng, trash receptacles, bike racks at high-use pedestrian areas Shade structures at key intersec� ons and transit stops (where feasible) Wayfi nding signage at intersec� ons
1 2
1 3
4 7
6 8
9 11
10 12
13 5
1 1
2 5
56 6
7 7
8 8
9 9
10 10 13
13 N140’70’0’ 35’
56 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | 4. RECOMMENDATIONS Loca� on Key
East Avenue Q Recommended Alterna� ve
15th Street East to 16th Street East (Two-Lane Confi gurati on) Proposed Plan View of East Avenue Q between 15th Street East and 16th Street East 18 8 9
1115
20 21
11th
10th
12th
15th
16th
17th
20th
18th
8th
Proposed Cross Sec� on of East Avenue Q between 15th Street East and 16th Street East 90’
15’ 14’ 11’ 10’ 11’ 14’ 15’
6 1
7 8
8 9 10
1 5
2 7
9 10
11 14
3 4
7 10
10 11
12 13
13 14
Corridor Features
Low-Water Use Plants: Climate-adaptable
and California nati ve plants can add beauty
to the corridor while requiring very litt le
water use.1
4 1119
Street Ligh� ng: Pedestrian scale lighti ng
augments existi ng vehicle-scaled lights to
improve safety for people walking.
Structural Shade: Engineered shade
structures, including those that can
support growing vines, can be a unique and
functi onal street asset.
Pedestrian Sea� ng: Benches and other
seati ng provide a place for people to
rest and add functi on and vitality to the
streetscape.
N140’70’0’ 35’
Mobility + Safety Features
Separated bike and pedestrian pathway system
Midblock landscape island
Enhanced transit stop
Widened pedestrian space at intersec� ons and accessible ramps Carriage paths lead people from parking zones to the sidewalk New traffi c signal
Green Infrastructure Features
Stormwater curb extensions capture street runoff
Pervious pavement within parking zone
Tree plan� ng zone allows for a 40’ spacing of trees
Low water use plan� ng area along sidewalks and midblock islands Streetscape Furnishings
Pedestrian scale street ligh� ng placed 40-60’ throughout the corridor Sea� ng, trash receptacles, bike racks at high-use pedestrian areas Shade structures at key intersec� ons and transit stops (where feasible) Wayfi nding signage at intersec� ons
1 2
1 3
4 7
8 9
11 10
12 13
5 6
14 7
8 9
11 14
1 1
2 5
5 7
8 9 10
10 11
14 Figure 32: East Avenue Q Recommended Alternative,15th Street to 16th Street East (Two-Lane Configuration) 57 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | 4. RECOMMENDATIONS Corridor Features
Low-Water Use Plants: Climate-adaptable
and California nati ve plants can add beauty
to the corridor while requiring very litt le
water use.
1 4
1119
Street Ligh� ng: Pedestrian scale lighti ng
augments existi ng vehicle-scaled lights to
improve safety for people walking.
Structural Shade: Engineered shade
structures, including those that can
support growing vines, can be a unique and
functi onal street asset.
Pedestrian Sea� ng: Benches and other
seati ng provide a place for people to
rest and add functi on and vitality to the
streetscape.
N140’70’0’ 35’
Mobility + Safety Features
Separated bike and pedestrian pathway system
Midblock landscape island
Enhanced transit stop
Widened pedestrian space at intersec� ons and accessible ramps Carriage paths lead people from parking zones to the sidewalk New traffi c signal
Green Infrastructure Features
Stormwater curb extensions capture street runoff
Pervious pavement within parking zone
Tree plan� ng zone allows for a 40’ spacing of trees
Low water use plan� ng area along sidewalks and midblock islands Streetscape Furnishings
Pedestrian scale street ligh� ng placed 40-60’ throughout the corridor Sea� ng, trash receptacles, bike racks at high-use pedestrian areas Shade structures at key intersec� ons and transit stops (where feasible) Wayfi nding signage at intersec� ons
1 2
1 3
4 7
8 9
11 10
12 13
5 6
14 7
8 9
11 14
1 1
2 5
5 7
8 9 10
10 11
14 Corridor Features
Low-Water Use Plants: Climate-adaptable
and California nati ve plants can add beauty
to the corridor while requiring very litt le
water use.1
4 1119
Street Ligh� ng: Pedestrian scale lighti ng
augments existi ng vehicle-scaled lights to
improve safety for people walking.
Structural Shade: Engineered shade
structures, including those that can
support growing vines, can be a unique and
functi onal street asset.
Pedestrian Sea� ng: Benches and other
seati ng provide a place for people to
rest and add functi on and vitality to the
streetscape.
N
140’70’0’ 35’
Mobility + Safety Features
Separated bike and pedestrian pathway system
Midblock landscape island
Enhanced transit stop
Widened pedestrian space at intersec� ons and accessible ramps Carriage paths lead people from parking zones to the sidewalk New traffi c signal
Green Infrastructure Features
Stormwater curb extensions capture street runoff
Pervious pavement within parking zone
Tree plan� ng zone allows for a 40’ spacing of trees
Low water use plan� ng area along sidewalks and midblock islands Streetscape Furnishings
Pedestrian scale street ligh� ng placed 40-60’ throughout the corridor Sea� ng, trash receptacles, bike racks at high-use pedestrian areas Shade structures at key intersec� ons and transit stops (where feasible) Wayfi nding signage at intersec� ons
1 2
1 3
4 7
8 9
11 10
12 13
5 6
14 7
8 9
11 14
1 1
2 5
5 7
8 9 10
10 11
14 58
PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | 4. RECOMMENDATIONS Implementation Impacts
The Project Team evaluated the implementation impacts
of the final recommended corridor alternative, reviewing traffic operations, parking, connectivity, level of traffic stress, and pedestrian crossings.
Traffic Volumes
The Southern California Association of Governments’ (SCAG) Regional Transportation Model was used to determine
future traffic volumes on East Avenue Q. 2030 and 2045
future model volumes are available from SCAG, and the
2045 volumes were used to determine a growth factor
that has been applied to traffic volumes collected on East Avenue Q in 2021. The model volumes account for future
household-level and person-level travel choices, and as a result also determines future traffic volumes. These
future turning movement volumes were then applied to the recommended alternative roadway configuration to assess impacts to motor vehicle delay (see Figures 33 and 34).
Due to ongoing COVID-19 pandemic conditions, collecting accurate data and forecasting future traffic volumes can be challenging. Traffic volumes should be collected and tracked over time to determine if these projected 2045
traffic volumes track accurately. This is especially difficult when most of the study area is currently vacant and
assumes significant build-out of adjacent properties in the next 20 years. The projected peak hour directional volumes are approximately 650-750 vehicles per hour between
Sierra Highway and 12th Street East, which is on the higher end of what a single travel lane can reasonably process without noticeable delays and queuing. As such, a four-lane option has been included in this section of the corridor to represent the amount of space that may be required under this higher-volume scenario, while also aligning with future land use designations that call for higher levels of mixed- use density. However, the City of Palmdale may determine that a four-lane cross section is not warranted in the future based on traffic volumes, increased numbers of pedestrians and bicyclists, lack of intense development, funding, or 10 LOS describes traffic conditions—the amount of traffic congestion—at an intersection or on a roadway. LOS ranges from A to F, with A indicating a condition of little or no congestion and F indicating a condition with severe congestion, unstable traffic flow, and stop-and-go conditions. For intersections, LOS is based on the average delay experienced by all traffic using the intersection during the busiest (peak) 15-minute period. LOS A through D are generally con- sidered acceptable.
11 Volume-to-capacity ratio (v/c) represents the sufficiency of an intersection to accommodate the vehicular demand. A v/c ratio less than 0.85 generally indicates that adequate capacity is available, and vehicles are not expected to experience significant queues and delays. As the v/c approaches 1.0, traffic becomes unstable, and delay and queuing conditions may occur. Once the demand exceeds the capacity (a v/c ratio greater than 1.0), traffic flow is unstable and excessive delay and queuing is expected.
public input and if that is the case, a two-lane cross section may be more appropriate. The two-lane cross section
recommended on the eastern end of the corridor (i.e., 12th Street East to 20th Street East) could serve as a template for the western end of the corridor if four total travel lanes are not desired.
Roadway and Intersection
Capacity Operations
Similar to the existing conditions traffic operations analysis described earlier in the report, a future conditions traffic operations analysis was conducted on East Avenue Q to
document future conditions (year 2045) through level of service (LOS)10, delay (measured in seconds), and volume- to-capacity ratio (v/c)11. The analysis, completed in Synchro 10 software, was completed at the same five intersections documented in the existing conditions section. For the future 2045 conditions, the proposed roadway configuration was considered, including a four-lane cross section between Sierra Highway and 12th Street East, a two-lane cross
section between 12th Street East and 20th Street East, and five signalized intersections (under current conditions only two study intersections are signalized). As properties along East Avenue Q develop over time and traffic volumes increase, signal warrant evaluations should be completed to determine if and when these proposed signals are
warranted, but in the interim all-way stop controlled
intersections would be appropriate. The findings of this analysis are summarized in Table 11 and show no adverse traffic impact conditions.
A single-lane roundabout has been included in the
recommended concept design at 17th Street East. Turning movement counts were not collected at this location
which is why it is not included in Table 11. The intent of the roundabout at a single location is to visually represent what a roundabout could look like on the corridor and
to also show the amount of space that may be required.
Roundabouts have a proven track record of reducing the
number and severity of crashes at intersections as they minimize the number of potential conflict points when
59 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | 4. RECOMMENDATIONS compared to a traditional signalized intersection and also facilitate slower speeds which reduces severity of potential crashes. However, roundabouts do require adjustment by
users who have not navigated them before, and they also introduce a yield condition to pedestrians and bicyclists at designated crossing locations whereas a traffic signal can provide a “protected” phase for people walking or biking across the street. Roundabouts typically require more initial design and construction costs but over time require less maintenance than traffic signals.
Table 11: Traffic Operations Summary - Year 2045 Conditions Intersection Time
Period
LOS (Delay) [v/c]
NB SB EB WB Intersection
Sierra Hwy
(Signalized)
AM B (17.6) [0.54] B (17.9) [0.48] - B (15.8) [0.52] B (17.2) [0.63] PM C (31.4) [0.69] E (64.4) [1.00] - C (29.1) [0.77] D (46.7) [0.99] 10th Street East
(Signalized)
AM C (26.0) [0.57] C (22.9) [0.30] C (23.5) [0.57] C (26.1) [0.67] C (25.1) [0.57] PM D (36.8) [0.73] D (36.8) [0.74] C (33.9) [0.76] C (33.4) [0.71] C (34.8) [0.74] 12th Street East
(Signalized*)
AM A (8.6) [0.13] A (9.1) [0.29] A (5.7) [0.29] A (7.3) [0.55] A (7.4) [0.45] PM B (12.7) [0.18] B (13.6) [0.38] A (6.6) [0.57] A (8.0) [0.66] A (8.5) [0.58] 15th Street East
(Signalized*)
AM A (9.1) [0.16] A (9.1) [0.12] A (5.1) [0.30] A (6.5) [0.56] A (6.7) [0.43] PM B (12.4) [0.20] B (12.5) [0.19] A (7.7) [0.68] A (7.0) [0.64] A (8.2) [0.55] 20th Street East
(Signalized*)
AM A (9.1) [0.24] A (8.8) [0.15] A (5.7) [0.35] A (6.8) [0.54] A (7.0) [0.43] PM B (14.5) [0.37] B (14.6) [0.39] A (9.7) [0.69] A (7.7) [0.58] B (10.4) [0.60] *Proposed
Parking Impacts
There are currently very few formalized on-street parking lanes along East Avenue Q (see Figures 5, 6 and 7), and most of the corridor does not have on-street parking or has unregulated/informal curbside parking. On-street parking under the recommended alternative formalizes parking on both sides of the street where space permits and includes approximately 140 parking spaces.
60 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | 4. RECOMMENDATIONS Figure 33: Study Intersection Turning Movement Volumes (AM Peak Hour) - Recommended Alternative (2045) 61 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | 4. RECOMMENDATIONS Figure 34: Study Intersection Turning Movement Volumes (PM Peak Hour) - Recommended Alternative (2045) 62 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | 4. RECOMMENDATIONS Bicycling Level of Traffic Stress
An updated Level of Traffic Stress analysis reflecting the recommended alternative upgrades East Avenue Q from a
“High Stress” facility for people biking to an “All Ages and Abilities” corridor. The full physical protection, potential automobile speed reductions, and significant upgrades
at all intersections would drastically improve conditions for bicycling along and across East Avenue Q. Without
the roadway serving as a major barrier to existing low
stress streets, the ability for people biking to more safely and comfortably access larger portions of Palmdale are
significantly improved. The updated analysis is provided in Figure 35.
Pedestrian Crossing Assessment
There are very limited marked crossing opportunities along East Avenue Q today, with over 2,000 feet between some
controlled crossings (i.e., crossings that include a marked crosswalk and some form of traffic control to stop traffic like a stop sign, traffic signal, or pedestrian signal/beacons).
Under the proposed recommendation, the distance between controlled crossings is reduced to less than 800 feet (and shorter in most instances), with new traffic signals at 12th Street East, 15th Street East, 18th Street East, and 20th Street East, and pedestrian beacons at Rambler Avenue, 11th Street East, east of Orchid View Place, and between 16th Street East and 16th Place. The signals and beacons are not warranted yet, but will likely be warranted at some point in the future as adjacent properties develop and more multimodal trips are made along and across East Avenue Q. The consistent spacing of these controlled crossings will also reinforce typical pedestrian desire lines for crossing the street, contributing to a safer and more comfortable pedestrian environment.
63 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | 4. RECOMMENDATIONS Figure 35: Level of Traffic Stress – Recommended Alternative 64 PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT | 4. RECOMMENDATIONS Funding Opportunities
Cities can fund complete streets in a variety of ways
including funding from city, county, regional, state, federal, private, or non-profit sources. The Federal Highway
Administration (FHWA), the California Department of
Transportation (Caltrans), the California Transportation Commission (CTC), the California Office of Traffic Safety (OTS), the Los Angeles County Metropolitan Transportation Authority (Metro), and the Southern California Association of Governments (SCAG), among other agencies, offer a variety of active transportation funding sources that the City could use to fund and implement the designs recommended in this Corridor Study (Table 12).
The City may also consider establishing a dedicated funding source by increasing the proportion of capital improvement project (CIP) funds dedicated to complete streets projects.
Table 12: Summary of Potential Funding Sources
Transportation
Funding Sources
Transit-Supportive and
Access Improvements
Traffic Calming
Roundabouts
Pedestrian Crossing
Enhancements
Complete Streets and
Corridor Planning Studies
Simple Striping and
Signage
Signal Modification /
Improvement
Access Consolidation /
Restriction
Pedestrian-Scale
Illumination
Maintenance and
Operations
Agency
Federal Programs
Congestion Management
& Air Quality (CMAQ) X X X X X X FHWA
State Programs
Active Transportation Program
(ATP) Grant X X X X X X Caltrans
Caltrans Transportation
Planning Grant Program X X X X X Caltrans
Highways Safety Improvement
(HSIP) Grant X X X X X X Caltrans
State Transportation
Improvement Program (STIP) X X X X X X CTC
Office of Traffic Safety Grants OTS
Regional Programs
Sustainable Community
Program (SCAG)12 X X X X X X X X X SCAG
Metro Active Transport,
Transit First/Last Mile Program X X X X X X X Metro
12 Implementation/construction elements must be quick-build projects 65 THIS PAGE IS INTENTIONALLY LEFT BLANK.
PALMDALE
EAST
AVENUE Q
COMPLETE
STREETS
PROJECT
FINAL | April 2022
PALMDALE EAST AVENUE Q COMPLETE STREETS PROJECT
Appendix
APPENDIX A: EXIS TI NG CONDITIONS REPORT
APPENDIX B: PUB LIC ENGAGEMENT S UMMARY REP ORT
APPENDIX C: TUR NING MOVEMENT CO UN TS
APPENDIX D: SCAG TRAVEL DEMAND MODEL VOLUMES
APPENDIX E: TRA FFIC ANALYSIS REPO RTS (SYNCHRO)
APPENDIX F: CON CEP T DESIGN
Existing
Conditions
Report
A
0 PALMDALE AVENUE Q
COMPLETE STREETS:
EXISTING CONDITIONS
1 CONTENTS
Project Background............................................................................................ 2 Document and Code Review ............................................................................. 4 City of Palmdale Municipal Code
Maintenance Policies, Programs and Equipment
Study Area Context .......................................................................................... 12 Mode Share
Roadway Conditions
Land Use
Environmental Context
Avenue Q Usage ............................................................................................... 18 Demographic Breakdown
Walking, Biking, and Taking Transit
Driving
Avenue Q Connectivity .................................................................................... 28 Bicycle and Pedestrian Connectivity
Transit Connectivity
Motor Vehicle Connectivity
Opportunities and Constraints for Improved Connectivity Avenue Q Safety and Comfort ......................................................................... 32 Safety
Comfort
2 PROJECT BACKGROUND
The City of Palmdale is re-imagining Avenue Q as a safer corridor that encourages economic development, and as a direct connection to a multimodal transportation hub that will provide High Speed Rail, Metrolink, and local bus service to residents. The study area for the project and in this Existing Conditions Report is a 1.4 mile segment of the corridor from Sierra Highway to 20th St East (see Figure 1).
The corridor serves an important function to the residents that live on or near the street, and those that are accessing existing retail, commercial, and institutional destinations. Avenue Q is also anticipated to link major destinations and activity centers. This serves as an unprecedented opportunity for the City to consider multiple modes of travel and create a model that could have additional application in other locations throughout the City.
With the future Palmdale High-Speed Rail station serving both Northern and Southern California, and the High Desert Corridor to Victorville to the east, Avenue Q will have to manage many needs. Additionally, given Palmdale’s high-desert climate, thoughtful considerations need to be made about the comfort of walking and biking in high-heat and high-wind conditions.
The project goals include:
• Develop a multimodal preliminary corridor plan to be merged into a Project Initiation Document (PID) • Enhance pedestrian and bicycle activity on Avenue Q
• Develop planning-level recommendations to address shade and wind on Avenue Q • Provide framework for modifying roadway geometry and sidewalk improvements that will promote walking and biking as a viable form of safe and active transportation • Develop designs for continuous bike facilities and sidewalks along the entire stretch of project area • Ensure the Avenue Q complete streets project is consistent and complementary to the City’s General Plan Update (2045 General Plan)
3 Figure 1 - Study Area
4 DOCUMENT AND C ODE REVIEW
Document Review
The Project Team reviewed plans, studies, and reports relevant to the Avenue Q Complete Streets Project.
Findings, guidelines, and recommendations related to and affecting walking, biking, and taking transit, particularly as they apply to the project area, are summarized below. Our team reviewed and summarized the following list of documents:
- City of Palmdale General Plan (1993)
- Palmdale Transit Area Specific Plan (2020)
- Avenue Q Feasibility Study (2016)
- City of Palmdale Complete Streets Plan (2019)
- City of Palmdale Safe Routes to School Plan (2019)
- City of Palmdale Design Toolbox (2018 draft)
- City of Palmdale Municipal Code
City of Palmdale General Plan (1993)
The current General Plan’s current land use designations on Avenue Q are illustrated in Figure 2. The parcels on the north side of Avenue Q are currently designated as Industrial, Business Park, and Commercial Manufacturing.
This area has a heavier jobs focus, and is home to large parcels, that today are largely unbuilt. While the parcels on the south side of Avenue Q are designated as residential between 9th Street East and 18th Street East with Single Family Residential 2, Multifamily Residential, and Medium High Density Residential uses. The west end of the Project Area includes Industrial, Business Park, and Public Facility designations, while the east end includes Neighborhood Commercial and Commercial Manufacturing designations.
The Palmdale General Plan is undergoing a comprehensive update which is expected to conclude in early 2022.
This update will result in new land use designations and a new General Plan Land Use Map that shall serve to create a pedestrian and bicyclist friendly Avenue Q as described in Section 2 Roadway Conditions, of this report. 5 Figure 2 - General Plan Land Use Designations
6 Palmdale High-Speed Rail Station Area Plan and Transit Area Specific Plan (2020) The City of Palmdale is planning for the arrival of the California High-speed Rail System which will include a multimodal transportation center and station near the existing Palmdale Transportation Center. This transit hub will include service for Metrolink, Amtrak, Greyhound, local bus service, and other emerging mobility options. The Station Area Plan has engaged the local community since 2016 and covers a small portion of the western Avenue Q Complete Street boundary from Sierra Highway to 10th Street.
Figure 3 - High Speed Rail Station Area Plan - Study Area
To compliment the Station Area Plan, the Palmdale Transit Area Specific Plan (PTASP) proposes a framework and development strategy for a pedestrian-oriented mixed-use district surrounding the Palmdale Transportation Center with the future high-speed rail station. The PTASP focuses on the area surrounded by Technology Drive to the north, SR-14 to the west, East Avenue Q-9 to the south and 10 th Street to the east. The PTASP incorporates
findings from the Avenue Q Feasibility Study (illustrated in green in Figure 3) and is intended as a tool for developers, property owners, City staff and decision makers, providing a vision for land use decisions, form-based development and design standards, infrastructure improvements, and economic development strategies, and it maximizes development potential around Palmdale Station. The Avenue Q study area covers a segment of Avenue Q west of Sierra Highway and the proposed High-Speed Rail station.
Plan elements and recommendations that relate to this segment of Avenue Q are summarized below:
• C
omplete streets: Avenue Q should transform into a “Complete Street” that primarily supports local traffic, providing people with a shared space to travel safely regardless of mode. Avenue Q
7 is the primary pedestrian and bicycle corridor in the PTASP plan area, and a circulator-type trolley is being considered on the street.
• Street furniture: The plan specifies a street furniture palette, with recommended amenities for Avenue Q including benches, trash receptacles, bicycle racks, tree grates, shade structures, and pedestrian-scaled lighting.
• Signage and Wayfinding: Gateway signage should be installed at eastern and western ends of Avenue Q, and the city should explore a banner program along Avenue Q. - Land Use: Residential or mixed-use buildings with active ground floor pedestrian-oriented commercial uses are required along Avenue Q.
• Future Development: One of the PTASP’s first priorities is to focus on new infill development on the blocks on either side of Avenue Q to capitalize on the planned developments and revitalization of Downtown.
- Circulation: Transit-oriented mixed-use districts should be developed along Avenue Q, and transit stops will be enhanced with amenities that improve rider comfort and safety. The plan supports the Avenue Q Feasibility Study’s recommendation to develop shorter block lengths to facilitate pedestrian and bicycle connectivity. The plan also includes a proposed cross section for Avenue Q west of Sierra Highway (see Figure 4).
Figure 4 - Avenue Q Proposed Cross-Section (west of Sierra Highway)
Avenue Q Feasibility Study (2016)
The Avenue Q Feasibility Study reviewed the potential success of Avenue Q as a transit-oriented development (TOD) mixed-use corridor. The study found that TOD along Avenue Q would create a natural extension of TOD planned for the area surrounding the future multimodal stations, and it recommends that TOD is feasible and recommended for the corridor. Key recommendations as they relate to this plan are summarized below:
- F
acilitate the development of mixed-use buildings on Avenue Q with active, sidewalk-oriented uses on the ground floor and apartments and condominiums above. - Build complete, attractive, safe, and multi-modal streets that provide for the needs of diverse members of the community, promote physical activity and support environmental sustainability. - Allow for a well-connected pedestrian and bicycle network with safe and pleasant routes for walks and cyclists of all ages to easily move about.
8 - Manage, price, and set requirements for parking to:
• Maximize transit, cycling and walking trips, while minimizing motor vehicle trips; • Increase social equity and housing affordability by charging separately for parking; and • Minimize paved surfaces and their associated environmental costs (e.g. heat island effects, air and water pollution, and storm water runoff).
- Promote the use of structure parking garages, underground parking and surface lots located behind buildings, so as not to detract from a pedestrian-oriented streetscape. Where appropriate, permit shared parking for adjacent uses with different operating hours. - Utilize unified design standards for sidewalks, parkways, curbs, street trees, landscaping and amenities.
- Design with local and climate-appropriate plant materials and incorporate water conservation strategies to reflect the character and ecology of the area.
City of Palmdale Complete Streets Plan (2019)
The Complete Streets Plan is a guide for the city to utilize when evaluating multimodal opportunities, and creates a framework to implement multimodal goals, objectives and policies in Palmdale. The document provides design guidelines for future streets and aims to achieve the following goals:
- Improved community health, safety, and economic vitality - Safe and convenient access for a variety of mobility types - A circulation network that enables travel to and from destinations in a safe and efficient manner - Mobility for multiple modes of transportation, not just vehicles - Reduced vehicle emissions from increased use of alternative transportation modes The plan recommends the following key design principles for designing complete streets in Palmdale:
- User Safety: Providing safety for each type of user is essential to the success of a Complete Street.
Without safety, users will not be encouraged to utilize and experience the benefits of their Complete Street. Appropriate speeds for all users should also be addressed in regard to safety and efficiency. - Pedestrian Accessibility: Complete Streets are primarily about providing convenient access to adjacent land uses for users of all abilities and for multiple modes of transportation (bicyclists, motor vehicles, pedestrians, freight, public transit, etc.).
- Efficiency: The location of a Complete Street network, where people are traveling to and from, and the timeliness of trips for each user should all be factored into the design process. Timeliness corresponds to the capacity and level of service for each type of user. - Costs/Benefits: The cost of building and maintaining a Complete Street, and any street for that matter, should be considered during the design phase. Complete Streets should also facilitate the local economy through its accessibility.
- Mobility and Accessibility: Mobility can be defined as the ability to move freely (ie: get somewhere quickly). Accessibility is defined as the ability to reach destinations (ie: can you get there). Balancing mobility and accessibility will likely be determined by the local context of the street. - Emergency Vehicle Accessibility: Emergency vehicle accessibility should be considered when designing Complete Streets.
- Adjacent Buildings: The placement and orientation of buildings adjacent to Complete Streets should be considered when designing a Complete Street. Providing space to accommodate different modes of transportation and pedestrian-oriented design elements should strengthen the relationship of buildings to the public right-of-way.
The Complete Streets Plan categorizes Avenue Q as a major arterial, and it is recommended as a complete street for the city. The plan’s engagement process found that pedestrian safety and pavement / sidewalk conditions were the top two transportation challenges faced by stakeholders.
9 City of Palmdale Safe Routes to School Plan (2019)
The Safe Route to School (SRTS) Plan provides a guideline for physical improvements and programs for implementation for schools in Palmdale. The goals of the SRTS plan are:
- To make it safer for students to walk and bicycle to school - To increase the number of students walking and bicycling to school.
The SRTS Plan found that 12% of students walk to school, 0% ride a bike, 10% take the school bus, 1% take public transit, and 76% drive or are driven. There are no schools directly along Avenue Q in the project area, although Tamarisk Elementary School, R Rex Parris High School, and Sierra Paloma High School are located within walking or bicycling distance to the study area.
The Safe Routes to School Plan includes a standalone Design Toolbox document that includes minimum design standards and other recommended support items for bike facilities and safe routes to school improvements.
These improvement types shall be considered and included as part of the Avenue Q Complete Street study.
Table 1 - Bicycle Design Guidelines
Design element /
facility Guidelines
Class 1 Bike Path Design as a separate facility away from parallel streets. Minimum of 8’ of pavement, with 2’ of unpaved shoulder.
Class II Bike Lane Designate with striping, signage and pavement markings. Minimum of 5’ width – 6’-8’ preferred on busy arterial streets.
Buffered Bike Lanes Can have a single or double buffer, and should be used on wide, busy streets.
Class III Bike Route,
sharrow
Simple signed route along street corridors. “Bike Route” signage should be posted after every intersection along the route. Sharrows designated with stencils enhance the visibility and safety of Class III Bike routes.
Class IV Separated
Bike Lanes
Design using physical barrier between bike lane and adjacent travel lane. Vertical separation can vary. Minimum width for one-way protected bike lane is 5’, although 6’ is preferred; minimum width for a two-way protected bike lane is 8’, with 12’ preferred and 3’ for a parking buffer.
Colored pavement
markings
Pavement colors can differentiate specific portions of the travel way and highlight conflict areas between bicycle lanes and turn lanes.
Bikeway intersection Bikeway intersections facilitate the interchange between bicyclists, pedestrians, and motorists.
Design and level of treatment depends on the bicycle facility type used.
Bikeway marking at
intersections
Continuing marked bicycle facilities at intersections (up to the crosswalk) ensures that separation, guidance on proper positioning, and awareness by motorists are maintained. Right-turn only lanes should have a bike lane pocket between the right-turn lane and the right-most through lane.
Sharrows are an option for marking a bikeway through an intersection where a bike lane pocket cannot be accommodated.
Bicycle signals
Bicycle signal heads may be installed at signalized intersections, and only used in combination with an existing conventional or hybrid beacon. A Leading Bicycle Interval can be implemented in conjunction with a bicycle signal head.
Bicycle parking
Bicycle parking is not standardized in any state or municipal code. Bike racks provide short-term parking and should offer adequate support for the bicycles and should be easy to lock to. Long- term parking should be provided for those needing all day storage or enhanced safety. Bicycle lockers offer good long-term storage. Bicycle parking should be clearly identified by signage and located close to the front door of buildings.
10 Table 2 - Safe Routes to School Design Guidelines
Design element /
facility Guidelines
Audio pedestrian
signals
A device that communicates information to pedestrians in nonvisual format such as audible tones, verbal messages, and/or vibrating surfaces. Use audible beaconing only where necessary. Two poles should be installed for APS speakers, located close to departure location and crosswalk.
Advance stop bars Vehicle stop line should be moved 4 to 6 feet further back from the pedestrian crossing.
Advance yield lines
Advance yield lines should be placed 20 to 50 feet in advance of crosswalks along with “Yield here to pedestrians” sign placed adjacent to the markings. Use at crosswalks on streets with uncontrolled approaches, right-turn slip lane crossings, and midblock marked crosswalks.
Countdown signals Should be placed for each crossing leg at signalized intersections. Ensure that signals are visible to pedestrians and when possible, provide a walk interval for every cycle.
Crosswalk markings Marked crossings are necessary at marked midblock and uncontrolled crossing locations.
Curb extensions
Site at corners or midblock. Extend out to align with parking (typically 1’ to 2’ less than the parking lane width), and can be tapered where there is no on-street parking. Use at areas with high pedestrian traffic.
Curb ramps Must be installed at all intersections and midblock locations where pedestrian crossings exist.
Intersection
geometry
modification
Geometry should be as close to 90 degrees possible. If skewed, consider removing one or more legs from the major intersection and creating a minor intersection further up or downstream (if there are more than two streets intersecting); close one or more of the approach lanes to motor vehicle traffic, while still allowing access for pedestrians and bicyclists; and/or introduce pedestrian islands if the crossing distance exceeds three lanes (approximately 44 feet) LED flashing lights
on stop signs
Use individually within the face of a sign. Use at stop sign locations with sight visibility limitations.
Lighting Vertical illumination of 20 lux in front of the crosswalk, measured at a height of 5’ from the road surface, provided adequate detection distances in most circumstances.
Medians
Minimum of 6’ wide, usually as wide as center-turn lane. Apply between intersections when blocks are long, sight distances are poor, streets and/or traffic volumes are high, or sight distances are poor. Median noses should be as wide as the existing median.
Midblock crossings
Marking a crosswalk at an uncontrolled intersection should be guided by an engineering study, and markings should be high-visibility and include crossing islands, advanced markings and signage, or rapid-flash beacons as needed.
Neighborhood traffic
circles
Central island size should achieve design speed of 15-20 mph. Should be used on lower-volume, neighborhood streets.
Pedestrian crossing
islands
Preferred width of 6’ (minimum 4’), can be applied on any bi-directional street with adequate width.
Pedestrian hybrid
beacons
Minimum of 20 pedestrians per hour needed to warrant installation, and installation should be done according to MUTCD only at marked crosswalks.
Pedestrian-activated
pushbuttons
Should be located as close as possible to top of curb ramps. Apply in areas with few pedestrians.
Rectangular rapid-
flash beacons
Place at crosswalk and in center median/crossing island.
Removable pylons Can be used to create temporary curb extensions or to delineate protected bike lanes.
Reduced curb radius
Use passenger (P) vehicle as default design vehicle, with initial corner radius between 15-25 feet.
Larger design vehicles should only be used when they are known to regularly make turns at the intersection.
Right-turn
channelization
islands
Provide a yield sign for the slip lane, and at least a 60-degree angle between vehicle flows.
Typical layout involves creating an island that is roughly twice as long as it is wide. Apply where heavy volumes of right turns are seen (200+ vehicles per hour) Roundabouts
Can replace traffic signals. Before designing, determine the number and type of lanes on each approach/departure based on capacity analysis, design vehicle for each movement, presence of on-street bike lanes, and right-of-way and its availability for acquisition if needed.
11 Scramble/exclusive
pedestrian phases
Use where turning vehicles conflict with very high pedestrian volumes and pedestrian crossing distances are short.
Signal
timing/phasing
Signal progression should be at speeds that support the target speed of a corridor. Pedestrian phases should be on automatic recall, and place pedestrian pushbuttons where few pedestrians are expected. Leading Pedestrian Intervals allow people walking to cross while all directions of traffic have a red signal. Protected left-turn phases are preferable to permissive movements.
Follow standard California MUTCD warrants.
Signs Place with adequate sight distance and according to MUTCD standards.
Speed feedback
signs
Place in conjunction with speed limit sign and should flash “SLOW DOWN” message if driver is going above speed limit. Place in school zones or corridors where speeding is a known issue.
Access management Minimize new driveways and eliminate or consolidate driveways when possible.
Streetscape features
Street furniture should not obstruct pedestrian paths or sight lines. Include landscape irrigation and maintenance plans. Focus improvements in downtown areas and commercial districts and focus landscaping on native plants.
City of Palmdale Municipal Code
The City of Palmdale’s Municipal Code contains local ordinances and regulations specifically pertaining to bicyclists and pedestrians that shall be considered as the Avenue Q project develops.
Chapter 8.32 Skateboards, roller skates, and bicycles
• It is unlawful for any person to skate, use, ride or otherwise operate any skateboard or roller skates within, upon or over any public transportation parking lot, building or facility. • It is unlawful for any person to skate, use, ride or otherwise operate any skateboard, roller skates, or bicycle upon or over private property posted by the property owner, tenant or manager, with clearly legible and visible signs prohibiting such activity. (Ord. 1319 § 2, 2007; Ord. 1305 § 1, 2007; Ord. 693 § 1, 1987)
Chapter 17.87.210 Bicycle Parking Facilities
• All non-residential developments containing twenty or more automobile parking spaces shall be required to provide bicycle parking facilities in conformance to this Section:
o Number of spaces. Every non-residential development containing over twenty parking spaces shall provide a minimum of two bicycle rack spaces for the first fifty parking spaces, and one additional bicycle rack space for each additional fifty parking spaces. Fractional requirements of .5 or greater shall be considered as a full bicycle rack space. o In no case shall the number of bicycle racks accommodate less than 4 bicycles for the first 50,000 square feet of non-residential development, and 1 bicycle per each additional 50,000 square feet of non-residential development.
o Location. Bicycle racks shall be located in such a manner as not to interfere with pedestrian or vehicular traffic and shall be conveniently placed near front and employee entrances. Location of bicycle racks should provide for surveillance of the area from the primary building parking and pedestrian access areas, to provide for security of the bicycle parking area. (Zoning Ordinance Amendment 97-5, adopted by City Council July 9, 1997.)
o Access. Safe and convenient access shall be provided from the external circulation system to the bicycle parking facilities on-site.
o Bicycle racks. The required bicycle rack spaces shall consist of a rack or other secure device for storing and protecting bicycles from theft.
12 Chapter 17.88. Signs
• Make the city attractive to residents, visitors and commercial, industrial and professional businesses while maintaining economic stability through an effective and high-quality signing program. • Reduce and, to the extent permissible and practicable, eliminate traffic and safety hazards posed to motorists and pedestrians by outdoor advertising structures and other signs that may distract motorists and pedestrians.
• Except where approved or required by a government agency or as otherwise expressly permitted under this Chapter, no sign may be stuck, glued, painted, pasted, posted, nailed, stapled or otherwise affixed or attached to or upon any public street, walkway, cross walk or other right of way, curb, lamp post, transit bench or shelter, trash receptacle, fire hydrant, tree, telephone booth or pole, lighting system or any fixture of the police or fire alarm system, any existing sign, or upon any other public property.
Maintenance Policies, Programs and Equipment
Maintenance is a division of the City’s Public Works department and is a key consideration for streetscape features along Avenue Q such as landscaping, waste management, flood management, and lighting. - Street Maintenance: The Street Maintenance division provides pavement maintenance; snow plowing; street sanding; pavement and curb painting, storm damage, concrete, and drainage maintenance and repair; illegal dumping removal; traffic sign maintenance, alley maintenance; and pothole repair. Avenue Q is not included on the city’s street sweeping schedule. - Fleet Maintenance: The Fleet Maintenance Division maintains and repairs vehicles and more than 300 pieces of equipment, including power tools, emergency generators, blowers, edgers, and weed whips. - Landscaping Maintenance: The Landscape Maintenance division is responsible for City parks and facility grounds, general benefit landscapes, park and rides, and the Palmdale Transportation Center.
STUDY AREA CONTEXT
Mode Share
The project area is made up of three census tracts: 9101.01, 9105.01, and 9105.02, with a working population of 3,678. Census tract 9101.01 includes the area directly north of Avenue Q, while tracts 9105.01 and 9105.02 include the areas south of Avenue Q. American Community Survey data from 2019 (Tables 3 and 4) illustrates that workers in the project area rely heavily on driving for their work trips, with only 3.3% of commuters walking or biking and 3.7% taking transit. Most workers live in households with one or more vehicles available, but 6.3% of workers do not live in a household with a vehicle available to them. American Community Survey data does not account for trips made for errands, leisure, or school, which could tend more multimodal than work trips.
Table 3 - Means of Transportation to Work (Workers 16 years and over) Census
Tract
Driving
(including
carpooling)
Public
Transit
Biking Walking Other
Tract
9101.01
(664 total)
96.4%
(621)
1.7%
(11)
0.0%
(0)
0.0%
(3)
1.4%
(9)
Tract
9105.01
(1467 total)
74.2%
(1088)
6.4%
(94)
0.0%
(0)
5.7%
(83)
4.3%
(63)
13 Tract
9105.02
(1547 total)
93.0%
(1440)
2.0%
(32)
0.7%
(11)
1.7% (26) 0%
(0)
All tracts
(3678 total)
85.6%
(3149)
3.7%
(137)
0.3%
(11)
3.0%
(112)
2.0%
(72)
Source: American Community Survey (2019)
Table 4 - Vehicles Available (Workers 16 years and over in households) Census Tract No
vehicles
1 vehicle
2 vehicles
3 vehicles
4 vehicles
5 or more
vehicles
Tract 9101.01
(664 total)
2.3%
(15)
11.9%
(79)
33.6%
(223)
41.1%
(273)
1.1%
(7)
10.1% (67)
Tract 9105.01
(1467 total)
10.3%
(151)
56.8%
(833)
24.0%
(352)
8.9%
(131)
0.0%
(0)
1.2% (17)
Tract 9105.02
(1547 total)
4.3%
(66)
14.5%
(224)
50.9%
(788)
13.6%
(210)
14.8%
(229)
3.3% (51)
All tracts (3678
total)
6.3%
(232)
30.9%
(1136)
37.1%
(1363)
16.7%
(614)
6.4%
(236)
3.7% (135)
Source: American Community Survey (2019)
Roadway Conditions
Avenue Q is classified as a Major Arterial in the City’s Current General Plan. Major Arterials intend to carry the majority of vehicle traffic throughout Palmdale and have design specifications that include either three travel lanes in each direction with a median for left-turning traffic, or two travel lanes in each direction with a median for left- turning traffic and curbside parking lanes. The posted speed limit of the project area varies from 50 MPH (from 20th Street to 15th Street), 45 MPH (from 15th Street to 10th Street), to 40 MPH (from 10th Street to Sierra Highway), as illustrated in Figure 5.
Today, Avenue Q has one travel lane in each direction, on-street parking lanes in a few areas along the corridor, and vehicle turn lanes at key intersections. Sierra Highway and 10th Street are the only signalized intersections within the project area, while 15th Street and 20th Street are all-way stop controlled. According to the Los Angeles County GIS parcel data, the right-of-way boundaries vary in width along the corridor, with conditions as narrow as approximately 40 feet, to the widest point of approximately 104 feet near 10th Street. Appendix A illustrates the varying right of way widths that will be referenced as we move into the design process.
Designing a complete street that balances all modes and serves as a destination for residents requires a re- evaluation of the capacity needs and profile of Avenue Q. The General Plan Update that is currently in progress has addressed how streets can better serve people in Palmdale. The General Plan Update will recommend moving from the traditional definitions of functional classification to Mobility Categorizations, with the intent to classify streets based on their purpose in the community in a context appropriate manner. Avenue Q is tentatively classified as a Multimodal street to accommodate all users with a typical profile of two travel lanes in each direction, a median for left-turning traffic, and bicycle faculties that are separated from traffic. Our study and design for the proposed geometry of Avenue Q will include alternatives for maintaining two to four travel lanes in each direction with separated bicycle facilities and wide sidewalks to establish a slower, predictable street for all users.
14 Figure 5 - Posted Speed Limit
Land Use
The success of a complete street on Avenue Q will largely depend on the variety, convenience, and attractiveness of development to serve the local community and encourage short walking and bicycling trips. As noted in the General Plan review section of this report, the Avenue Q study area includes 134 acres, which are largely (55%) vacant, as shown in Figure 6. The remaining study area is currently home to public, industrial and office, commercial, private institutions, multifamily and single family residential, and warehouse uses.
The study area is bound by two public facilities, the Palmdale Sheriff Station at the corner of Sierra Highway and East Avenue Q to the west and the Palmdale Water District at the corner of 20th Street East and East Avenue Q to the east. Other key land use types include:
- The Palmdale Sheriff Station–ran and operated by the Los Angeles County Sheriff’s Department—serves the City of Palmdale and surrounding communities. The Palmdale Sherriff’s Station is a state-of-the-art facility constructed in 2006 that includes a 47,000 square-foot main building, 7,800 square-foot jail, and 8,400 square-foot motor pool and storage building.1
- The Palmdale Water District (PWD) has provided water services in the Antelope Valley since 1918. PWD serves the City of Palmdale and approximately 187 square miles of land in northeastern Los Angeles County, including several non-contiguous areas of the Antelope Valley.2 - Mixed residential uses within the Project Area include single family residential homes, and primarily two- story apartment complexes ranging in size and density with surface parking lots that face Avenue Q.
There are approximately 77 single family residential units within the project area, many of which are clustered on a singly parcel. These single-family units are characterized by front-facing and front-loading garages at either the front of the building or in a detached structure at the back of the parcel. Single- family residential front setbacks range from approximately 25-60 feet on Avenue Q. The study area contains approximately 376 multifamily residential units. The orientation of buildings and parking lots across multifamily structures varies, with smaller multifamily structures oriented facing Avenue Q with front-loading parking lots, while larger multifamily structures feature several buildings oriented around the
1 Palmdale Sherriff’s Station, (n.d.) Los Angeles County Sherriff’s Department. Retrieved from:
http://shq.lasdnews.net/pages/patrolstation.aspx?id=PLM
2 History of PWD, (n.d.) Palmdale Water District. Retrieved from: https://www.palmdalewater.org/about/history-of-pwd/
15 perimeter of a parcel with parking lots at the center. Table 5 includes a breakdown of the existing land uses within the study area.
Table 5 - Existing Land Use Breakdown
Existing Uses Total
Acreage
Percent of total
Project Area
Parcel
Count
Residential
Unit Count
Public Facilities 13 10% 3 -
Industrial 3 2% 1 -
Multifamily 18 13% 12 376
Office 1 1% 1 -
Private Institutions 4 3% 5 -
Retail/Commercial 7 5% 3 -
Single Family Attached 3 2% 21 77
Single Family Detached 10 7% 28
Vacant 73 55% 34 -
Wholesale/Warehousing 2 2% 1 -
Total 134 100% 109 453
Environmental Context
Our team assessed the impacts of the built environment using the CalEnviroScreen 3 tool which uses several factors to measure inequity for each census tract in California. Some of the factors include exposure to pollutants (such as ozone, pesticides, and even traffic), as well as educational attainment, poverty levels, and linguistic isolation. Although no census tracts in the project area are considered Disadvantaged Communities (disadvantaged communities must score at or above 75%), the entire project area has a relatively high pollution burden compared to the immediate surrounding area, with pollution burden in the 50th percentile or higher. A more comprehensive breakdown of demographic characteristics is detailed in the Avenue Q Usage section of this report. Refer to Figure 7 for a map of environmental burden on Avenue Q.
16 Figure 6 – Vacant Parcels
17 Figure 7 - CalEnviroScreen 3.0 Index
18 AVENUE Q USAGE
To better understand who is impacted by existing conditions along Avenue Q, our team analyzed the three project census tracts that compose our project area. One of the tenets of a complete street includes a street that functions for people of all ages and abilities. Our demographic breakdown focuses on age since young people and older adults may be less likely to drive alone or may be transit dependent. Lower income residents may also rely on walking, bicycling, and taking transit and is another focus demographic for our initial investigation.
Demographic Breakdown
Age
Demographic data demonstrate that the project area’s population skews toward younger age groups. Chart 1, Chart 2, and Chart 3 provide an age breakdown within the three following age groups:
1. Residents under 19 years old
2. Residents between 20 and 64 years old
3. Residents 65 years old and older
Age groups were broken under these three categories to identify potential barriers to mobility for younger children/ teenagers and older adults.
Chart 1 - Age Breakdown of Census Tract 9101.01
All three project census tracts saw young adults constitute the majority of their population. However, census tract 9101.01 had the most percentage of young residents with 40% of the tract’s population being 19 years old or younger. Census tract 9105.01 had a higher share of older adults relative to the other census tracts, although the difference is rather marginal at a 2% difference compared to both census tracts 9101.01 and 9105.02.
The data show that teenagers and young children constitute a significant share of the population for each of the project census tracts’ population, respectively. With this in mind, the mobility needs of younger people and families without access to a car should be prioritized as the Avenue Q project further develops.
40%
55%
5%
Census Tract 9101.1 Age Breakdown
Residents under 19 Years Old Residents 20-64 Years Old Residents 65 and Older
19 Chart 2 - Age Breakdown of Census Tract 9105.01
Chart 3 - Age breakdown of Census Tract 9105.02
Median Annual Household Income
The Project Team collected median annual household income data to analyze whether any potential mobility challenges that residents may experience due to income. We used the City of Palmdale’s median annual household income to normalize/ provide a baseline comparison for the census tracts’ data (see Table 7). Using this as a baseline demonstrates that the project area census tracts are relatively lower income when compared to the rest of the city.
Census tract 9105.01 has the lowest median annual household income of the three census tracts at $17,500.00, which in turn is only 29% of the City’s median annual household income. Census tract 9105.02’s median annual household income makes 57% of the City’s median annual household income at $34,150.00. The highest earning 34%
59%
7%
Census Tract 9105.01 Age Breakdown
Residents under 19 Years Old Residents 20-64 Years Old Residents 65 and Older 26%
69%
5%
Census Tract 9105.02 Age Breakdown
Residents under 19 Years Old Residents 20-64 Years Old Residents 65 and Older
20 tract is 9101.1 ($41,481.00), but it is still lower than the City’s median (69% of City’s median annual household income).
Table 6 Median Annual Household Income in Project Tracts and City Census Tract Median Annual
Household Income
Percent of City Median Annual Household
Income
9101.01 $41,481.00 69%
9105.01 $17,750.00 29%
9105.02 $34,150.00 57%
City of Palmdale $60,428.00
Source: American Community Survey (2018)
Walking, Biking, and Taking Transit
During a December 2020 site visit, the Project Team observed two (2) people biking, three (3) people walking and 1 person skateboarding over a two-hour period. While this is not indicative of regular walking and biking patterns, it gives us a snapshot of the conditions for people traveling, where people are walking and bicycling, and destinations they head to. To further investigate how often people walk, bike, and take transit, our team led a citywide survey and received 543 responses about how residents use Avenue Q. Of these respondents, 51 percent walk around Avenue Q a few times a year or more, 21 percent bike around Avenue Q a few times a year or more, and only 18 percent take transit around the project area a few times a year or more. Pedestrian and bicyclist count data collected on a weekday during Spring 2021 also finds a low number of people walking and bicycling along the project area.
Post evaluation counts for the project area may help create a better understanding of who walks and bikes along Avenue Q, and how walking and bicycling trips can increase once improvements are made. As described in more detail under the Connectivity section of this report, there are few transit riders today and recent service cuts to AVTA lines along Avenue Q have discouraged people to regularly take the bus. There are also few households that have zero vehicle ownership as shown in Table 7, indicating that may people may have access to a vehicle are may not be transit dependent. Young people and older adults, however, may be more dependent on non- automobile commuting and can benefit from balancing modes and improved transit service along Avenue Q.
Table 7 - Vehicles Available (Workers 16 years and over in households) Census Tract No
vehicles
1 vehicle
2 vehicles
3 vehicles
4 vehicles
5 or more
vehicles
Tract 9101.01
(664 total)
2.3%
(15)
11.9%
(79)
33.6%
(223)
41.1%
(273)
1.1%
(7)
10.1% (67)
Tract 9105.01
(1467 total)
10.3%
(151)
56.8%
(833)
24.0%
(352)
8.9%
(131)
0.0%
(0)
1.2% (17)
Tract 9105.02
(1547 total)
4.3%
(66)
14.5%
(224)
50.9%
(788)
13.6%
(210)
14.8%
(229)
3.3% (51)
All tracts (3678
total)
6.3%
(232)
30.9%
(1136)
37.1%
(1363)
16.7%
(614)
6.4%
(236)
3.7% (135)
Source: American Community Survey (2019)
21 Driving
Multimodal Traffic Volumes
Multimodal turning movement counts were collected at five (5) Avenue Q study intersections on March 4, 2021 – Sierra Highway, 10th Street, 12th Street,15th Street, and 20th Street – on March 4, 2021. The counts included motor vehicles, pedestrians, and bicyclists and were completed during the AM and PM peak periods (7-9 AM, 4-6 PM).
The count data is summarized in Figure 8 and Figure 9. While Avenue Q is a major arterial, volumes were relatively low with the highest directional motor vehicle volumes less than 500 vehicles per hour. Additionally, pedestrian and bicycle volumes were also very low with no intersection experiencing more than 5 total during a peak hour. Weather was also likely not a factor in walking and bicycling volumes as there was no precipitation that day with a high temperature of 67 degrees.
The COVID-19 pandemic no doubt had some impact on roadway utilization in March, although the team delayed collecting data as long as possible and were originally scoped to collect it several months before they were ultimately collected. When assessing future conditions, the Project Team will adjust the volumes two ways to offset pandemic conditions:
1. Review historic volumes in the area to assess a baseline factor that may be applied to collect traffic volumes.
2. Apply a growth factor based on existing and future travel demand model volumes from the SCAG regional demand model.
22 Figure 8 - Study Area Volumes (AM Peak Hour)
23 Figure 9 Study Area Volumes (PM Peak Hour)
24 Traffic Operations
Five (5) total signalized and unsignalized intersections were evaluated on Avenue Q between Sierra Highway and 20th Street using the Highway Capacity Manual (HCM) 6th Edition. The study area was modeled in Synchro 10 software to calculate delays and level of service (LOS). Existing signal timing plans at the two signalized intersections – Sierra Highway/Avenue Q and 10th Street/Avenue Q – obtained by the City of Palmdale were used to model the signalized intersections. Measured traffic operations conditions show very little delay during AM and PM peak hour conditions and suggests some current intersections are overbuilt and additional right- and left-turn lanes are not warranted. A summary of the Synchro results is provided in Table 8.
Table 8 – Traffic Operations Summary: Existing Conditions Intersection Delay/LOS NB SB EB WB Total
Sierra Hwy AM 14.3/B 15.3/B - 12.9/B 14.2/B
PM 21.2/C 25.8/C - 18.6/B 20.8/C
10th Street AM 25.4/C 24.9/C 16.9/B 16.4/B 19.2/B
PM 42.2/D 32.8/C 21.8/C 20.0/B 25.9/C
12th Street* AM 11.8/B 0.0 - - 1.1/A
PM 18.6/C 11.0/B - - 1.5/A
15th Street* AM 8.8/A 8.6/A 8.4/A 10.4/B 9.5/A
PM 11.1/B 10.8/B 16.1/C 16.5/C 15.2/C
20th Street* AM 8.6/A 8.6/A 8.9/A 11.0/B 9.7/A
PM 10.9/B 12.7/B 39.2/E 21.2/C 24.7/C
*Unsignalized
Parking
Parking along the project area is primarily on-street, with a few exceptions where the residential apartments have assigned off-street parking, and at commercial locations with surface parking lots. Figure 10, Figure 11, and Figure 12 demonstrate parking information. Parking options along Avenue Q can be summarized as:
1. People park on-street where there are no restrictions and at places that are most convenient to them.
This includes curbside areas with and without time restrictions; symbolized as “Curb Parking” (green) in the parking figures.
2. People also park in areas that lack a physical curb but where there is unpaved roadside shoulder space.
This is illustrated in the parking figures as “Unregulated Roadside Parking” (dashed purple).
3. Other unpaved shoulder areas along Avenue Q were not observed to have occupied parking. These areas are either too narrow for vehicles to safely park in or are inconvenient for people to park in because they are not close to any destinations. These areas are labeled as “Unregulated Roadside, Unoccupied” (dashed yellow) in the parking figures.
4. The remaining areas are restricted with either red curb, no parking regulation, or a combination of both.
These areas are symbolized as “No Parking” (red) in the parking figures and are located near intersections, driveways, and bus stops.
Our observations of on-street parking along Avenue Q is that it is underutilized and likely associated with the lack of developed parcels. As Avenue Q develops with more housing and commercial destinations, the demand for parking will grow. Curbside parking is some of the most valuable space in cities, and regulating curbside use through the Avenue Q Complete Streets project can help balance space for people who choose not to drive. This can include more dedicated space for expanded sidewalks, parkways, separated bicycle facilities, and dedicated transit stops. The curbside should also support new mobility services, such as passenger loading zones for ride hailing services (Lyft, Uber), and micromobility options like bike share and scooter share. 25 Figure 10 - Parking from Sierra Highway to 10th St East
26 Figure 11 - Parking from 10th St East to 15th St East
27 Figure 12 – Parking from 15th St East to 20th St East
28 AVENUE Q CONNECTIVITY
Avenue Q provides a critical opportunity for improved connectivity in Palmdale – the corridor connects or is in close proximity to important destinations like the Palmdale Transportation Center, schools, hospitals, and the future high-speed rail. Avenue Q is also an alternate route to Palmdale Boulevard for access to CA Highway -14, Sierra Highway, and key regional destinations. A map showing the street, bicycle, and transit network, as well as traffic control devices, can be found in Figure 13.
Bicycle and Pedestrian Connectivity
The location of Avenue Q positions it as an opportune connector for multimodal travel, but the existing conditions on the ground do not yet reflect its potential as a key connective corridor. There are no bicycle facilities along the study area, but Avenue Q intersects with the Doctor Robert C. St. Clair Parkway, a shared-use off-street path adjacent to Sierra Highway. Bike facilities are proposed for the entire project area, as well as 10th Street (which intersects with Avenue Q) as part of the City’s Bicycle Master Plan, and will be a key feature for the complete street design of this study.
For pedestrian connectivity, Avenue Q has inconsistent sidewalks, with gaps throughout the project area that may discourage walking to nearby destinations or connecting to transit stops. A more detailed pedestrian crossing analysis can be found in the Safety and Comfort section of this report.
Transit Connectivity
The project area is in close proximity to the Palmdale Transportation Center, which serves regional transportation needs and offers multiple transit services: Antelope Valley Transit Authority (AVTA) and Santa Clarita Transit bus service, Amtrak bus service, Greyhound bus service, and Metrolink commuter rail service. Avenue Q hosts several AVTA transit lines, but as investigated through Census commute to work data and through boarding/alighting data from AVTA, there are few people who primarily use transit to commute to work near the project area when compared to other modes. The most prominent AVTA stop along the project area is line 98 which hosts a total of six bus stops (three stops in each direction). This line is a special circulator route for commuters between the Palmdale Transportation Center and Pete Knight High School, and runs in the eastbound direction during weekday mornings and westbound in the afternoon. Due to this, boarding data from January 2019 to January 2020 shows low ridership, with the highest stop along the Avenue Q project area being the eastbound 11 th Street stop (55 boardings for the year), and westbound 10th Street stop (46 alightings for the calendar year).
COVID-19 has impacted service along Avenue Q and AVTA recently closed operation of line 98, creating even fewer transit options for residents along Avenue Q. This project should serve to re-imagine transit options for residents, particularly because there are established stops along Avenue Q.
Motor Vehicle Connectivity
Avenue Q is a major arterial in the City’s functional classification system. Functional classification is an auto- centric grouping of streets based on connections to other street types and services they provide. Higher order facilities like arterials generally carry higher volumes of traffic and have direct connections to limited access highways like Sierra Highway while also connecting to areas of regional importance. Today the motor vehicle connectivity of Avenue Q is somewhat limited because it is bisected by the rail lines in Palmdale and is therefore not continuous. With a future connection under the railway in this area, it can be expected that the overall use of Avenue Q, especially east of Sierra Highway, would increase and the overall roadway connectivity would improve.
Today, anyone living along Avenue Q east of Sierra Highway would need to travel at least a full mile out of direction to reach some of these key regional facilities, but connecting the gap at the railway would open up Palmdale to a larger number of residents, including those that could more easily walk, bike, or take transit to their destination.
29 Figure 13 -Study Area Transportation Network
30 Opportunities and Constraints for Improved Connectivity The city’s existing streetscape within the project area has multiple opportunities for improved connectivity, both within the project area and by providing better connections to nearby destinations and other multimodal facilities. - Undeveloped parcels: The project area is made up of many vacant undeveloped parcels fronting Avenue Q. Complete Streets guidelines could require future developments to build out pedestrian and bicyclist improvements to support short trips along Avenue Q. (See Exhibit 1)
- Existing street widths: The street has variable widths throughout the corridor, which creates constraints on creating consistent, linear improvements throughout the length of Avenue Q. However, many segments have enough width to provide opportunities for spot infrastructure improvements like pedestrian refuge islands, medians, or curb extensions. An investigation of the public right of way will outline how bicycle facilities can fit into the proposed design of Avenue Q.
- Unsignalized intersections: Only two intersections within the project area are signalized, and the other intersections throughout the corridor present opportunities for installing new signals or other forms of traffic calming devices to control speed and improve safety. (See Exhibit 2)
- Incomplete sidewalks: Sidewalks are inconsistent throughout the project area, varying from 8’-5’ wide, to missing entirely. Although a current constraint, existing sidewalk gaps provide an opportunity to consider the width, material, and quality of sidewalks. Sidewalks may also include improved comfort for people walking through new curb extensions, pedestrian-level lighting, seating, and other pedestrian amenities. Incorporating bioswales and landscaped parkways to sidewalk construction is another potential consideration for sidewalks along Avenue Q to help with stormwater infiltration. (See Exhibit 3)
- Lack of signage: Many streets intersecting with Avenue Q lack street signage, creating an opportunity for a holistic wayfinding approach to the corridor. This can help guide residents to key destinations and support bicycle route wayfinding to connect to other bicycle facilities as proposed by the Bicycle Master Plan.
- Rail line easement: The rail line easement west of Sierra Highway cuts off connectivity between the intersection of Avenue Q/Sierra Highway and Avenue Q/6th St E, forcing detours for people traveling west on Avenue Q. To access the Palmdale Transportation Center, people walking or bicycling must detour north on Sierra Highway and turn back south on 6
th Street E (which has no sidewalks). People driving
must travel north on Sierra Highway and then turn left onto Transportation Center Drive to access the Palmdale Transportation Center. The High-Speed Rail project proposes to better connect Avenue Q to the Transportation Center.
31 Exhibit 1- Undeveloped Parcels near the intersection of Avenue Q and 10th Street
Exhibit 2- Unsignalized Intersection at Avenue Q and 17th Street
32 Exhibit 3 - Missing Sidewalks on Avenue Q
AVENUE Q SAFETY AND COMFORT
Safety
A future Avenue Q must be safe, comfortable, and reimagined as a place for more than just moving vehicles- Avenue Q should serve as a pleasant destination in Palmdale. Our investigation of safety and comfort focuses on pedestrian and bicyclist separation from moving vehicles, safety at crosswalks, and comfort from the natural elements of the high-desert.
Collision History and Areas of Conflict
From 2015 to 2019, there were 12 collisions within the project area on Avenue Q. Eleven of the twelve collisions did not involve bicyclists or pedestrians – the one collision involving a pedestrian at the intersection of Avenue Q and Sierra Highway resulted in a severe injury as outlined on Figure 14. Reviewing collision history is one approach to understanding street safety, but a more proactive approach looks at the systemic factors that may cause conflicts in the future. This may include long distances between marked crosswalks, high posted speed limits, permissive turning movements, and low visibility for people driving. Along the corridor, there are multiple potential conflict zones between drivers and people walking and bicycling. Table 9 details the locations and potential conflicts within the project area.
33 Table 9 - Potential Areas of Conflict along Avenue Q Location Description of conflict
Intersection of Sierra Highway and
Avenue Q
The missing south crosswalk leg at this intersection limits direct connection to the existing trail and may encourage people to cross where there is no marked crosswalk.
Intersection of 10th St and Avenue Q This intersection has protected left turns and signal phasing for pedestrians, but there is a potential conflict between drivers making eastbound right turns from Avenue Q onto 10th Street. The geometry at the southwest corner of the intersection is not well defined today.
Intersection of 15th St and Avenue Q In addition to a long east-west crossing distance across 15th St, this intersection’s complex roadway geometry is unpredictable for all modes and can cause conflicts between drivers, pedestrians and bicyclists.
Intersection of 17th St and Avenue Q The lack of traffic control devices at this uncontrolled intersection creates potential conflicts between drivers and people walking or biking.
Intersection of 20th St E and Avenue Q This 4-way stop controlled intersection does not have marked crosswalks, which impacts pedestrian visibility and presence.
Along Avenue Q Large spacing between marked crosswalks and high posted speed limits create a street that encourages speeding. Paired with low levels of street lighting, this can me a significant safety issue at night.
34 Figure 14 – Roadway Collisions (2015-2019)
35 Pedestrian Crossing Assessment
Today, there are very few marked crosswalks along Avenue Q which include the intersections of Sierra highway (signalized intersection), 10th Street East (signalized intersection) and 15th Street East (all-way stop intersection).
The distances between the marked crosswalks are high (see Table 10). Studies show that people are more likely to cross at an intersection with a traffic signal or a pedestrian signal head (Walk/Don’t Walk signs). People are also more likely to cross at any location with a marked crosswalk than at those without.3 Although the current, low traffic volumes and undeveloped land use may justify the infrequency of marked crossings, a complete street must allow people walking the opportunity to safely cross Avenue Q, particularly at intersections and along desire lines. The National Association of City Transportation Officials (NACTO) recommends marked crossings at 200’ intervals for dense city areas. Examining the context of Avenue Q, a marked crossing at every major intersection equates to roughly 650’, which offers more frequent crossing opportunities for people walking. This approach shall be further investigated as part of the community engagement and recommendations of this project to assess projected pedestrian demand, concentration of housing density, and presence of transit stops.
Table 10 – Existing Marked Crosswalks along Avenue Q
Intersections (from – to) Distance (ft)
Sierra Hwy 10th St 1,635
10th St 15th St 2,595
Opportunities and Constraints
As part of the complete street recommendations phase of this project (Task 4), new pedestrian crossings on Avenue Q shall include treatments to increase visibility and safety for people walking. The FHWA has developed guidance for the application of safety countermeasures by roadway feature (Figure 15). As a roadway with two travel lanes, posted speed limits over 40 mph, and annual average daily traffic volumes of fewer than 9,000, the minimum recommended improvement types along Avenue Q include:
• High visibility crosswalk markings
• Parking restrictions at crosswalk approach
• Adequate lighting at nighttime
• Advance yield lines and signage
• Curb Extensions
• Pedestrian refuge islands (if roadway geometry permits) • Pedestrian Hybrid Beacon
The consideration of new traffic signals should be further investigated with the Project Team as the warrants for new signals may not be fulfilled at the present time given the low traffic and pedestrian volumes.
3 NCHRP Report 562: Improving Pedestrian Safety at Unsignalized Crossings. https://nacto.org/wp-content/uploads/2010/08/NCHRP-562-Improving-Pedestrian-Safety-at-Unsignalized-Crossings.pdf
36 Figure 15 – FHWA Countermeasure Selection Table4
4 Guide for Improving Pedestrian Safety at Uncontrolled Crossing Locations (FHWA-SA-17-072). https://safety.fhwa.dot.gov/ped_bike/step/docs/STEP_Guide_for_Improving_Ped_Safety_at_Unsig_Loc_3-2018_07_17-508compliant.pdf
37 Comfort
Bicycling Level of Traffic Stress (LTS)
Our team conducted a Level of Traffic Stress (LTS) assessment for people bicycling around the study area (see Figure 17). LTS analysis identifies the stress of street networks for bicycling based on built-environment, speed, and volume characteristics. The methodology used by the Project Team is adapted from criteria published by the Mineta Transportation Institute (MTI).5 The LTS analysis scores streets on a scale from 1 to 4 LTS streets range from 1 to 4 as follow:
• LTS 1: Strong separation from all except low speed, low volume traffic. Simple crossings. Suitable for children.
• LTS 2: Except in low speed / low volume traffic situations, cyclists have their own place to ride that keeps them from having to interact with traffic except at formal crossings. Physical separation from higher speed and multilane traffic. Crossings that are easy for an adult to negotiate. Corresponds to design criteria for Dutch bicycle route facilities. A level of traffic stress that most adults can tolerate, particularly those sometimes classified as “interested but concerned.”
• LTS 3: Involves interaction with moderate speed or multilane traffic, or close proximity to higher speed traffic. A level of traffic stress acceptable to those classified as “enthused and confident.” • LTS 4: Involves interaction with higher speed traffic or close proximity to high speed traffic. A level of stress acceptable only to those classified as “strong and fearless.” Figure 16 illustrates the different bicyclist type and associated bicycle facility for each rider. Shared use paths are more comfortable and less stressful for children, while shared roadways may only encourage advanced bicyclists.
Figure 16 – Bicycle Facilities Continuum Chart
5 Low Stress Bicycling and Network Connectivity. https://transweb.sjsu.edu/sites/default/files/1005-low-stress-bicycling-network- connectivity.pdf
38 Level of Traffic Stress for bicyclists along streets is influenced by numerous factors. The generally accepted method for measuring LTS includes a limited set of these factors: traffic speed, traffic volume (sometimes using estimated volumes, sometimes using number of lanes as a proxy), and type of existing bicycle facility. These factors were used to assess streets throughout the project area both for the existing and planned networks. Trails are given a default low‐stress score, since they are by their nature separated from traffic stress, and the only present trail within the project area is the Dr. Robert St. Clair Parkway adjacent to Sierra Highway.
Avenue Q is a high stress corridor for people walking and bicycling today. The street has a varying profile but high posted speed limits for segment that only has one trave lane in each direction. The absence of continuous sidewalks also contributes to the high stress nature of the street, though missing sidewalks was not a factor incorporated into the LTS analysis. Avenue Q hosts many destinations, such as the (church/business park, etc.), and can help improve small walking and biking trips to access services. Today, residents may not feel comfortable bicycling beyond the limits of their immediate neighborhood because it is hemmed in by larger, high‐ stress streets like Sierra Highway,10
th Street, 15th Street, 20th Street, and East Palmdale Boulevard, or cut off from the adjacent neighborhood by a high‐stress crossing of a major street.
In general, collector and arterial streets with bicycle facilities are less stressful than those without, but many streets with bicycle facilities can still be high stress. This is the result of bike lanes and bike routes existing in places with higher speeds and volumes. Bicycle facility planning and design thinking over the past decades has not included consideration of riders who may feel uncomfortable in these situations. Avenue Q has the opportunity to serve as a low stress east-west connection and create a more comfortable way to connect neighborhoods to services.
39 Figure 17 - Level of Traffic Stress
40 41
Transit Facilities
As previously outlined, AVTA bus stops are located along Avenue Q. Most bus stops today have accompanying facilities like seating and a shelter, which offers refuge from the heat and rain. There are other bus stops, however, that lack these amenities, creating an uncomfortable waiting environment for transit riders (see Exhibit 4). One bus stop location in particular (the westbound line 98 stop at 10th Street) has a cut out for buses to pull into, complete with a concrete pad. This cut out is located at the far side of the intersection, although the actual bus zone is located at the nearside of the intersection (east of 10th Street) within a dedicated right turn lane.
Further investigation and recommendation to relocate bus stops to the far side of intersections may be recommended as part of this study to improve safety and visibility for transit users.
Exhibit 4 - Example Bus Stop Lacking Amenities
Shade Analysis
The city’s high-desert climate warrants special focus on shade elements to enhance the thermal comfort of people walking, biking, and taking transit. Developing a shade analysis for Avenue Q helps illustrate shadow diagrams projected from existing canopies and identifies areas in need of additional shade along the corridor throughout the year.
Methodology
The Project Team created a 3D model of buildings and trees lining the corridor. For building height information, the team assigned building heights based on the maximum allowable height defined by the current Palmdale zoning code. The team then backchecked all estimated building and tree heights using Google Streetview. After geolocating the model at the correct latitude and longitudinal coordinates to ensure accurate solar path, the team generated shadow diagrams for three dates: March 21st, June 21st, and December 21st. These dates provide the
42 longest yearly shadows (December), the shortest yearly shadows (June), and the median shadow length (March).
For each date, the team developed diagrams for 9 am, 12 pm, and 3 pm to illustrate which areas will be shady or sunny throughout the day. All shade diagrams can be found in Appendix B.
Findings
The full corridor is organized into three distinct sections for the shade analysis and for easily showcasing our findings to the community at-large. As typical for most California geographies, the northern section of the corridor is mostly exposed to direct sunlight and lacks sufficient shade. This largely undeveloped part of the corridor lacks sidewalk facilities and mature canopy trees, making it a prime area for shade investment as the area experiences new development. The northwestern portion of Section 1, with the single-family units, has no street trees and therefore lacks sufficient shade throughout the year. The south side of the Sections 1 and 2 from 9 th street to 12th
street lacks sufficient shade during hotter months due to inconsistent tree spacing. The south side of Section 2 from 12th Street to 15th Street provides sufficient shade throughout the year because mature canopy trees have been planted within 8’ of the back of the sidewalk. The north side of Section 3, where the commercial development adjacent to 20th Street is located, provides pockets of sufficient shade; one of which includes a bus stop with a shade structure. While the tree spacing in this section is seemingly inconsistent, additional tree wells along the sidewalk create shade coverage that encompasses the entire sidewalk in specific pockets, one of which includes a bus stop without a shelter.
Two bus stops out of the six along the corridor are completely exposed and lack any shade from canopy trees or shade structures. These two bus stops are found in Section 2 of the analysis. The first stop sits on the south side of the Avenue Q between 11
th and 12th Streets. The other can be found on the north side of Avenue Q between Orchard View Place and 15th Street. The remaining four bus stops are in areas that maintain sufficient shade throughout the year, thanks to the presence of shelters and densely planted canopy trees.
Opportunities for Improving Shade
For areas of the corridor that lack sufficient shade, canopy trees should be planted at a consistent spacing, reasonably close to the sidewalk to ensure that shade is cast onto the sidewalk. Typical spacing for large canopy trees would be 30’ on center, while 25’ on center for medium trees and 20’ for small ornamental trees. On the northern portion of the corridor in Section 3, existing trees planted adjacent to the back of curb work well in providing shade. Future plantings should echo this tree placement to provide sufficient shade throughout the year.
While much of the northern portion of the corridor is constrained by overhead utility lines, careful selection of appropriate tree species along with shade structures can contribute to providing sufficient shade as the corridor continues to develop. Two areas that perform well with these conditions are the blocks in Section 1 from Sierra Highway to 9
th Street on the south side and blocks in Section 3 from 17th Street to 20th Street, where overhead utilities coexist with purposeful planting.
43 Figure 18 December Shade Analysis for Avenue Q from Sierra Highway to 10th Street East
44 Figure 19 December Shade Analysis for Avenue Q from 10th Street East to 15th Street East
45 Figure 20 December Shade Analysis on Avenue Q from 15th Street East to 20th Street East
46 Figure 21 June Shade Analysis on Avenue Q from Sierra Highway to 10th Street East
47 Figure 22 June Shade Analysis on Avenue Q from 10th Street East to 15th Street East
48 Figure 23 June Shade Analysis on Avenue Q from 15th Street East to 20th Street East
49 Figure 24 March Shade Analysis on Avenue Q from Sierra Highway to 10th Street East
50 Figure 25 March Shade Analysis on Avenue Q from 10th Street East to 15th Street East
51 Figure 26 March Shade Analysis on Avenue Q from 15th
Public
Engagement
Summary Report
B
26 Overview
This document provides a recap of the community engagement efforts for both phases of the Avenue Q Complete Streets Project in the City of Palmdale. This includes both how stakeholder input and feedback was gathered and how it was factored into the technical plan.
General conclusions and key takeaways for both phases of outreach is also included, along with the two separate outreach summaries created for each respective phase, which recaps the notification activities and input from the two virtual public meetings.
Overall, the goal of the community engagement for this project was to leverage a transparent and inclusive set of outreach activities that provide ample opportunities for meaningful engagement from the City’s diverse community. The intention was to foster a sense of participation, contribution, and ownership among local corridor residents and business owners, as well as the City at-large.
Outreach Timeline & Milestones
Two notification phases were conducted and were driven by the schedule of the technical work. Both phases consisted of the same notification activities, however, both were tailored to engage the public for different purposes and at different stages of the project. Phase one was geared to introduce the project to the community and provide a general overview of the process, while phase two focused on providing a project status update, summary of outreach results to date and a draft of project findings with proposed plans. Notification and collateral designed throughout both phases were strategized to inform and include as many community members as possible and to support the team in meeting their participation targets. Below are some of the project milestones:
1. The project team received a total of 551 survey responses in English and Spanish. This surpassed our goal of 250 responses.
2. Both virtual workshops totaled more than 115 views.
3. The project team engaged more than 330 community members throughout two pop- up events.
COVID-19 Virtual Approach
The Project Team decided on implementing 100 percent virtual public meetings to remain in compliance with state restrictions for in-person gatherings. This meeting format allowed the project to achieve attendance numbers that perhaps may have not been reachable using traditional in-person meetings. Views for both meetings exceeded 115 participants. Requests for special accommodations were also made available to reach community members with special needs.
27 Communications Planning
The diverse range of community stakeholders for this project required a multi-level outreach approach and a well-defined process for capturing and analyzing public feedback. Arellano Associates (AA) coordinated with Toole Design and the City at the start of the project to develop a Public Participation Plan (PPP) to articulate the strategies and methodologies that would be employed to support the notification for this technical planning. The PPP served as a guiding blueprint for all supporting engagement activities throughout the projects technical process. Notification strategies were designed to reach all levels of stakeholders, including non-English speakers. Spanish translations were provided for all project materials and public workshops. Notification tools and techniques included:
• Print notification
o Flyers and posters
o Postcards
• Digital notification
o Social media posts
o Geofencing
o Press releases
o Newsletters
o Eblasts
o Billboards
o Extended outreach toolkit
o City magazine
The project’s database of 1,400 plus contacts was a key resource for disseminating project information and soliciting participation. The stakeholder database encompassed a broad range of categories, including City officials and staff, major employers, academic institutions, business associations, and community groups/members.
Sources of Public Input
In order to keep community input on the forefront, the Project Team coordinated a variety of methods to solicit and receive public input needed to support the technical team’s development of project recommendations. Public input contributed to defining a shared vision for the corridor and the future transportation uses and needs for the City. Outreach activities to gather community feedback were conducted in both project phases and were in part designed to reach people without internet or computer access. These activities included:
• Project survey
• Two virtual workshops with Q&A
• Two Pop-Ups
28 • Stakeholder interview
Key Findings
A majority of respondents to the survey confirmed that they primarily travel through Avenue Q using a car with a minority responding that they rarely if ever walk. A primary reason was concern for safety based on lighting, sidewalk conditions and other physical amenities missing in the corridor. Participants also indicated they would be willing to bike and/or walk in the corridor if improvements were made that created a safe and well-lit corridor. The following table summarizes the inputs received through the various outreach efforts:
1. Survey
*Complete survey responses can be found on the appendices of the Spring 2021 Outreach Summary Report
Topic Question Key Findings
Getting to Know
You (Questions 1-5)
1. What are the
main reasons you
travel in and
around this portion
of the Avenue Q
corridor?
• 58.9% of respondents travel through Avenue
Q to run errands/go to doctor's appointments
• 30% of respondents travel through Avenue Q
to visit friends/family
• 27.5% of respondents live on or near Avenue
Q
2. On average,
how often do you
walk in and around
the project area of
Avenue Q?
• 48.7% of respondents said “never”
• 12.9% of respondents said “once or twice a
week”
• 11.6% of respondents said “a few times a
year”
3. On average,
how often do you
walk in and around
the project area of
Avenue Q?
• 78.5% of respondents said “never”
• 9.3% of respondents said “a few times a
year”
• 5% of respondents said “once or twice a
month”
4. On average,
how often do you
take public transit
in and around the
project area of
Avenue Q?
• 81.8% of respondents said “never”
• 9.3% of respondents said “a few times a
year”
• 3% of respondents said “once or twice a
month”
29 5. On average,
how often do you
drive on Avenue
Q?
• 30.4% of respondents said “once or twice a
week”
• 24.9% of respondents said “daily”
• 19.5% of respondents said “once or twice a
month”
Concerns/Priorities
for Avenue Q
(Questions 6-7)
6. What are your
primary concerns
within this corridor?
• 54.3% of respondents have said
“maintenance (vandalism, trash dumping,
potholes)”
• 51.9% of respondents said “missing
sidewalks or crosswalks to get to my
destinations”
• 50.6% of respondents said “walking is not
safe”
• 43.7% of respondents said “street is too
dark/visibility issues”
• 43.1% of respondents said “personal safety”
• 33.9% of respondents said “bicycling is not
safe”
7. Select the top
features that you
feel would most
improve the
experience for
people traveling on
Avenue Q.
• 66.2% of respondents said “lighting”
• 61.7% of respondents said “continuous
sidewalks”
• 55.3% of respondents said “improved
pavement quality”
• 34.2% of respondents said “street
trees/shade”
• 28.1% of respondents said “bike paths away
from cars”
Demographics –
Voluntary
(Questions 8-10)
8. What is your
age?
• 32.9% of respondents said “50-64”
• 30.7% of respondents said “35-49”
• 15.5% of respondents said “25-34”
9. What race or
ethnic group do
you identify with?
• 42.9% of respondents said
“White/Caucasian”
• 41% of respondents said
“Hispanic/Latino/Latinx”
• 10.4% of respondents said “two or more
races”
10. What is your
annual household
income?
• 47.9% of respondents said “over $75,000”
• 21.4% of respondents said “$25,000-
$50,000”
• 19.3% of respondents said “50,000-$75,000”
2. Virtual Workshops
Workshop Topic/Question Key Findings
General • Question about how this project
would affect 12th Street East
30 Virtual
Workshop #1
Q&A
• Question about the completion date
of the project
• Question about the project boundary
Bike Lanes • A bike trail is desperately needed
along Avenue Q
Bus Stops • Question about an increased number
of bus stops
Development • Question about whether the project
would address the types of
development on north side of Avenue
Q
• Question about whether the City
would use eminent domain to acquire
houses
Pedestrian Access • Question about whether there will be a pedestrian bridge to connect to the
transit station
Safety • Would like to see more crosswalks
near schools for safety
• Question about whether the project
would address homelessness and
drugs
• Need for bike lane and vehicle lane
separation
Traffic Flow • Comment about not wanting lane
reduction
• Question about whether street
widening is being considered
Virtual
Workshop #1
Poll
*Complete poll
responses can be
found on the
appendices of the
Spring 2021 Outreach
Summary Report
Poll 1, Question 1:
How did you hear
about this
meeting? Select all
that apply.
• 15 respondents said “none of the
above”
• 2 respondents said “both”
Poll 1, Question 2:
To which
destinations do you
walk or bike?
• 11 respondents said “none of the
above”
• 4 respondents said “for exercise”
• 2 respondents said “for fun”
31 Select all that
apply.
Poll 2, Question 1:
The Avenue Q
Corridor needs
improvements.
Select one.
• 16 respondents said “strongly agree”
• 2 respondents said “somewhat
agree”
Poll 2, Question 2:
What are your
major concerns
when you try to
walk, bike, or drive
along Ave Q?
Select all that
apply.
• 14 respondents said “incomplete
sidewalk network”
• 12 respondents said “few safe
crossing opportunities”
• 12 respondents said “lack of lighting
at night”
• 8 respondents said “incomplete bike
network”
• 7 respondents said “few bus stop
amenities”
Poll 3, Question 1:
Do you agree or
disagree with the
opportunities that
have been
identified? Select
one.
• 12 respondents said “strongly agree”
• 5 respondents said “somewhat
agree”
Poll 3, Question 2:
What does a
Complete Street on
Avenue Q look like
to you? Select all
that apply.
• 15 respondents said “continuous
sidewalks”
• 14 respondents said “better lighting
along the corridor”
• 13 respondents said “more crossing
options”
• 11 respondents said “consistent
shade”
• 11 respondents said “better bus stop
amenities”
Poll 4, Question 1:
Would
improvements like
• 10 respondents said “more likely”
• 5 respondents said “not sure”
• 1 respondent said “less likely”
32 these better
connect you to a
future High-Speed
Rail and Metrolink
station without the
use of a car?
Poll 4, Question 2:
Would you use the
Avenue Q corridor
more often if
improvements like
these were made?
Select one.
• 12 respondents said “more likely”
• 4 respondents said “not sure”
Poll 5, Question 1:
Have you taken the
project survey yet?
• 11 respondents said “yes”
• 6 respondents said “no”
Poll 5, Question 2:
How did you hear
about this
meeting? Select all
that apply.
• 11 respondents said “email”
• 5 respondents said “social media
(Facebook, Instagram, Twitter, etc.)”
• 4 respondents said “mail, postcards”
Poll 5, Question 3:
What are the most
effective ways to
reach your
neighbors to ask
for their input on
this topic? Select
all that apply.
• 10 respondents said “social media
(Facebook, Instagram, Twitter, etc.)”
• 8 respondents said “email”
• 8 respondents said “mail, postcards”
• 7 respondents said
“Community/Neighborhood
Organizations”
Virtual
Workshop #2
Q&A
General • When will the City have money to pay
the project?
• Question about future engagement
opportunities and suggestion to
distribute flyers in the amphitheater
or mall
33 Bike Lanes • Would like to see raised bicycle paths
for safety purposes
• Concerns about height of bike buffers
Development • Question about development
incentives
• How will the City attract developers?
• Question about including affordable
housing in the new development
Parking • Question about having a public
parking facility
Safety • Wondering is safety cameras would
be installed along the corridor
• Intersections need to be signaled
• Request for a median for pedestrians
Streetlights • Question about streetlights having
solar
Traffic Flow • Question about need of 2 lane each
way versus 1 lane
Zoning • Concerns about when zoning
designations will be changed
Virtual
Workshop #2
Poll
*Complete poll
responses can be
found on the
appendices of the
Summer 2021
Outreach Summary
Report
1. Do you live or
work in
Palmdale?
(Select all that
apply)
• 10 respondents neither live or work in
Palmdale
• 7 respondents live in Palmdale
• 6 respondents work in Palmdale
2. How often do
you walk, bike,
or take transit
on Avenue Q?
• 16 respondents said “once a month
or less”
• 1 respondent said “a few times a
week”
• 1 respondent said “a few times a
month”
3. Describe
Avenue Q in
one word
• Some of the responses included the
words unsafe, scary, neglected,
isolated, and rundown
4. Rate the
complete
streets
elements in
order of most
• The number one response was “safe
crossing opportunities”
• The second response was “new,
wide sidewalks”
34 important to
least important
• The third response was “landscaping
and tree canopy”
5. What kind of
bike facility
would you feel
more
comfortable
using?
• 100% of respondents selected
“sidewalk-level bike lane” (16
respondents)
6. Which would
you prefer?
• 16 respondents selected “landscaped
median with a few breaks in it for key
locations”
• 3 respondents selected “center turn
lanes into every property”
7. Would you be
willing to spend
a little more
time while
driving on
Avenue Q to
ensure a safer
environment for
people walking
and biking?
• 100% of respondents said “yes” (20
respondents)
8. Is this wider
street more
appealing to
you than the
previous
options?
• 10 respondents said “yes”
• 5 respondents said “no”
9. Key highlights
from short
response
questions
• People want to see wide sidewalks
with two lanes in each direction; 4
lanes would encourage faster speeds
• People want to see public seating
and art
• People want to see more landscaping
and trees
• Remove designs with more traffic
lanes and no medians
• People want to see diagonal
crosswalks
• People want play areas for children
35 3. Pop-Ups
Pop-Up #1 Activity Results Participants were asked to select the top three improvements that would make it safer
to walk and bike along the Avenue Q
Corridor:
• 9 votes for sidewalk level bike lane
• 9 votes for street lightening
• 7 votes for shade and tree canopy
General
Comments
Participants were asked to select the top
three improvements that would make it safer
to walk and bike along the Avenue Q
Corridor:
• Appreciation for team’s efforts to
engage the community in the project
development.
• Expressed interest in participating in
the 8/25 virtual public meeting.
• Would like to see improvements such
as lighting, wide sidewalks, and
sidewalk-level bike lanes.
Pop-Up #2 Activity Results • 123 votes for street lighting • 102 votes for sidewalk level bike lane
• 95 votes for wide sidewalks
General
Comments
• No comments related to the Avenue
Q project area
4. Stakeholder Interview
Antelope Valley
Youth Build
*Complete interview
responses can be
found on the
appendices of the
Summer 2021
1. What are one or
two words you’d
use to describe the
experience of
traveling on
Avenue Q?
• Fast and reckless, there are not a lot
of people walking and they would
rather wait for a bus on a different
street with shade
• Dry and dangerous due to the
reckless driving
• Lots of trash with no shade
36 Outreach Summary
Report
2. Do you walk or
bike on Avenue Q?
Why or why not?
What about other
places in
Palmdale?
• People don’t walk or bike since there
are no sidewalks or bike lanes, they
prefer to take the bus
3. Are there places in
Palmdale or
Lancaster that you
walk and bike to?
• Eastside Park
• A new apartment complex and affordable
housing near the public pool
4. Think about how
Avenue Q can
change in the next
twenty years to be
safer and more
comfortable for
people walking,
biking, or taking
transit. What
should Avenue Q
look like in 20
years?
• More trees and bike trails with good
pavement conditions
• More crosswalks and sidewalks
• Medians on the streets
• Gentrified
• A river
5. Cross-section
options (shared 90’
two lane and four
lane options)
• People like the trees, medians, and
sidewalks
• There was a comment about
preferring the 4-lane option since the
speed limits are high
• There was a comment about
preferring the 2-lane option
6. Biking on the street
or sidewalk
• There was a comment about not
riding a bike in years
7. Experience riding
the bus
• Riding the bus is confusing and some
stops don’t have shelters and
benches
8. #1 Priority for
Avenue Q
• Sidewalks
• Fixing the road pavement
• Bus shelters and benches
• Water
37 General Conclusions
• The Project followed an equitable outreach process including both distribution of digital notification and development of print materials for groups with less access or inclination to use technology
• Each element of the outreach process required adequate time for internal stakeholder vetting, including branding the project, developing key messages, and logistics to support the public meetings
• Public input was received using a wide variety of outlets , including in-person conversations via pop-ups and canvassing, as well as vi a digital means such as virtual meetings and digital surveys
• Key findings from the various outreach activities included the need for a higher sense of street safety for all users and dedicated bike lanes with buffers
Turning
Movement
Counts
C
National Data & Surveying Services
Intersection Turning Movement Count
Location: Sierra Hwy & E Ave Q
City: Palmdale Project ID: 21-020058-001
Control: Signalized Date:
NS/EW Streets:
0210120000001010
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 7:00 AM 0 3 7 90 1 5 4 8 000000 1 6 0 2 7 0 152
7:15 AM 0 4 9 60 1 3 4 5 000000 1 3 0 4 3 0 169
7:30 AM 0 8 4 1 1 0 1 9 6 6 000000 1 4 0 3 7 0 231
7:45 AM 0 7 4 1 1 0 2 5 7 8 000000 1 3 0 8 2 0 283
8:00 AM 0 7 7 1 0 0 2 0 6 3 00000050 5 2 0 227
8:15 AM 0 5 6 50 2 9 5 5 00000090 4 6 0 200
8:30 AM 0 6 8 1 1 0 1 8 6 3 000000 1 1 0 5 3 0 224
8:45 AM 0 6 3 81 4 1 9 3 000000 1 4 0 5 6 0 276
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 0 5 0 8 7 1 1 1 8 0 5 1 1 000000 9 5 0 3 9 6 0 176 2 APPROACH %'s : 0.00% 87.59% 12.24% 0.17% 26.05% 73.95% 0.00% 0.00% 19.35% 0.00% 80.65% 0. 00% PEAK HR : 07:30 AM 39 37 44 07:45 AM TOTAL
PEAK HR VOL : 0 2 9 1 3 7 0 9 3 2 6 2 000000 4 1 0 2 1 7 0 9 4 1 PEAK HR FACTOR : 0.000 0.866 0.841 0.00 0 0.802 0.840 0.000 0.000 0.000 0.000 0.000 0.000 0.732 0.000 0.662 0.000 Headers NBL NBT NBR NBU SB L SBT SBR SBU EBL EB T EBR EBU WBL WB T WBR WBU 0210120000001010
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 4:00 PM 01 1 4 1 4 0 7 0 1 2 1 000000 1 5 0 9 1 0 425
4:15 PM 0 8 2 80 6 7 1 1 9 000000 1 5 0 1 0 4 0 395
4:30 PM 0 1 0 3 1 5 0 1 0 3 1 7 5 000000 2 8 0 1 2 4 0 548 4:45 PM 01 1 4 1 1 0 8 7 1 5 7 000000 1 7 0 1 1 7 0 503 5:00 PM 0 1 2 0 1 4 0 9 0 1 6 3 000000 2 0 0 1 1 1 0 518 5:15 PM 0 8 1 90 8 9 1 3 9 000000 1 7 0 6 2 0 397
5:30 PM 0 9 1 1 5 0 7 8 1 2 8 000000 1 3 0 7 5 0 400
5:45 PM 0 8 7 1 0 0 5 9 1 2 5 000000 2 1 0 7 1 0 373
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 0 792 96 0 643 112 7 000000 1 4 6 0 755 0 355 9 APPROACH %'s : 0.00% 89.19% 10.81% 0.00% 36.33% 63.67% 0.00% 0.00% 16.20% 0.00% 83.80% 0. 00% PEAK HR : 04:30 PM 291 289 296 04:30 PM TOTAL
PEAK HR VOL : 0 418 49 0 369 63 4 000000 8 2 0 4 1 4 0 196 6 PEAK HR FACTOR : 0.000 0.871 0.81 7 0.000 0.896 0.906 0.000 0.000 0.000 0.000 0.000 0.000 0.732 0.000 0.835 0.00 0
0.831
Total
0.897
WESTBOUND
0.816
SOUTHBOUND
0.871 0.90 2
04:30 PM - 05:30 PM
SOUTHBOUND
PM
AM
07:30 AM - 08:30 AM
NORTHBOUND
0.863
EASTBOUND
3/4/2021
E Ave Q
NORTHBOUND
E Ave Q
0.679
WESTBOUND
Sierra Hwy Sierra Hwy
0.862
EASTBOUND
National Data & Surveying Services
Intersection Turning Movement Count
Location: Sierra Hwy & E Ave Q
City: Palmdale Project ID: 21-020058-001
Control: Signalized Date:
NS/EW Streets:
0210120000001010
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 7:00 AM 0000010000000000 1
7:15 AM 0000000000000000 0
7:30 AM 0000000000000000 0
7:45 AM 0000000000000000 0
8:00 AM 0000000000000000 0
8:15 AM 0000000000000000 0
8:30 AM 0000010000000000 1
8:45 AM 0000000000000000 0
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 00000200000000002
APPROACH %'s : 0.00% 100.00 % 0.00% 0.00%
PEAK HR : 07:30 AM 39 37 44 TOTAL
PEAK HR VOL : 00000000000000000
PEAK HR FACTOR : 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU SB L SBT SBR SBU EBL EB T EBR EBU WBL WB T WBR WBU 0210120000001010
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 4:00 PM 0000100000000000 1
4:15 PM 0000000000000000 0
4:30 PM 0000000000000000 0
4:45 PM 0000000000000000 0
5:00 PM 0000000000001000 1
5:15 PM 0000000000000000 0
5:30 PM 0000000000001010 2
5:45 PM 0000000000000000 0
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 00001000000020104
APPROACH %'s : 100.00% 0.00% 0.00% 0.00% 66.67% 0.00% 33.33% 0.00% PEAK HR : 04:30 PM 291 289 296 TOTAL
PEAK HR VOL : 00000000000010001
PEAK HR FACTOR : 0.00 0.00 0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 Bikes
Sierra Hwy Sierra Hwy E Ave Q E Ave Q
AM
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
3/4/2021
04:30 PM - 05:30 PM
0.2500.250
07:30 AM - 08:30 AM
National Data & Surveying Services
Intersection Turning Movement Count
Location: Sierra Hwy & E Ave Q Project ID: 21-020058-001 City: Palmdale Date: 3/4/2021
NS/EW Streets:
EB WB EB WB NB SB NB SB TOTAL
7:00 AM 00000000 0
7:15 AM 00000000 0
7:30 AM 00000000 0
7:45 AM 01000000 1
8:00 AM 00000000 0
8:15 AM 00000000 0
8:30 AM 00000000 0
8:45 AM 10000100 2
EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 11000100 3
APPROACH %'s : 50.00% 50.00% 0.00% 100.00%
PEAK HR : 07:30 AM 38 36 43 TOTAL
PEAK HR VOL : 01000000 1
PEAK HR FACTOR : 0.250
Headers NEB NWB SEB SWB ENS ESB WNB WSB
EB WB EB WB NB SB NB SB TOTAL
4:00 PM 00000000 0
4:15 PM 00000000 0
4:30 PM 01001000 2
4:45 PM 00000000 0
5:00 PM 01000000 1
5:15 PM 10000000 1
5:30 PM 10000000 1
5:45 PM 40000000 4
EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 62001000 9
APPROACH %'s : 75.00% 25.00% 100.00% 0.00%
PEAK HR : 04:30 PM 288 286 293 TOTAL
PEAK HR VOL : 12001000 4
PEAK HR FACTOR : 0.250 0.500 0.250
Pedestrians (Crosswalks)
WEST LEG
07:30 AM - 08:30 AM
E Ave Q
04:30 PM - 05:30 PM
0.5000.750 0.250
PM
NORTH LEG SOUTH LEG EAST LEG WEST LEG
0.2500.250
AM
NORTH LEG SOUTH LEG EAST LEG
Sierra Hwy Sierra Hwy E Ave Q
Prepared by National Data & Surveying Services
ID: 21-020058-001 Day:
City: Palmdale Date:
AM 0 262 93 0 AM
NOON 0000 NOON
PM 0 634 369 0 PM
AM NOON PM PM NOON AM
0210 1 414 0 217
0 000
000 01 8 204 1
000 0 TEV 941 0 1966 0 000
000 0 PHF 0.83 0.90
000 0 0021
AM NOON PM PM NOON AM
PM 0 0 418 49 PM
NOON 0000 NOON
AM 0 0 291 37 AM
Peak Hour Turning Movement Count
716
Total Vehicles (PM) Bikes (PM)
Sierra Hwy & E Ave Q
Thursday
03/04/2021
CONTROL
WESTBOUND
07:30 AM - 08:30 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
130
COUNT PERIODS
Bikes (AM)
PEAK HOURS
Total Vehicles (AM)
NONE
04:30 PM - 05:30 PM
508
832
0 Signalized
E Ave Q
EASTBOUND
Sierra Hwy
303
0 Sierra Hwy
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
418
0 E Ave Q
07:00 AM - 09:00 AM
NONE
000
NOONAM PM0
0 0
1 2
0 0
0 1 0
0 0
0 0
0 0
0 1
0 0
0 0
0 0
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 0
0 0
0 0
0 0
0 0
0 0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
41 0
217
0 0
0 0
262
93 0
291
37 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
82 0
414
0 0
0 0
634
369
0 418
49 1
0 0
0 0
0 0
0 0
0 0
0 NOON
PM
AM
NOON
AM
PM
NOON
AM
PM
NOON
PM
AM
National Data & Surveying Services
Intersection Turning Movement Count
Location: 10th St & E Ave Q
City: Palmdale Project ID: 21-020058-002
Control: Signalized Date:
NS/EW Streets:
1110111011001110
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 7:00 AM 5 1 0 1023000 1 7 501 3 1 40 79
7:15 AM 6 1 3 0048100 1 9 101 4 8 60 107
7:30 AM 1 0 2 4 501 1 1 001 1 3 603 4 5 90 128
7:45 AM 7 2 7 404 1 1 005 3 5 804 7 0 1 8 0 193
8:00 AM 11 12 3 0 1 10 1 0 2 17 2 0 7 46 10 0 122
8:15 AM 34500 1 0 002 3 5 502 4 5 90 120
8:30 AM 1 3 1 4 2056100 2 1 801 4 5 90 125
8:45 AM 4 1 2 4089103 2 1 1 0 01 5 4 60 133
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 59 11 6 24 0 25 68 4 0 13 178 45 0 20 38 4 71 0 100 7 APPROACH %'s : 29.65% 58.29% 12.06% 0.00% 25.77% 70.10% 4.12% 0.00% 5.51% 75.42% 19.07% 0 .00% 4.21% 80.84% 14.95% 0.00% PEAK HR : 07:30 AM 39 37 44 07:45 AM TOTAL
PEAK HR VOL : 31 67 17 0 6 42 1 0 10 100 21 0 16 20 6 46 0 563 PEAK HR FACTOR : 0.705 0.62 0 0.850 0.000 0.375 0.955 0.25 0 0.000 0.500 0.714 0.656 0.000 0.571 0.73 6 0.639 0.000 Headers NBL NBT NBR NBU SB L SBT SBR SBU EBL EB T EBR EBU WBL WB T WBR WBU 1110111011001110
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 4:00 PM 17 9 18 0 13 18 9 0 1 68 11 0 6 69 9 0 248
4:15 PM 1 3 8609 1 4 703 8 6 1 4 08 1 0 6 60 280
4:30 PM 17 8 8 0 16 23 11 0 3 101 19 0 7 108 6 0 327
4:45 PM 14 14 6 0 3 15 7 0 1 88 12 0 5 95 4 0 264
5:00 PM 29 10 15 0 4 16 0 0 0 108 13 0 5 86 5 0 291
5:15 PM 87 1 3 0 1 2 2 1 301 8 7 1 0 05 6 2 40 233
5:30 PM 1 3 1 0 307 1 2 100 7 9 607 8 3 40 225
5:45 PM 9 1 8 409 1 1 302 7 4 1 2 06 7 1 70 226
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 120 84 73 0 73 130 41 0 11 691 97 0 49 680 45 0 209 4 APPROACH %'s : 43.32% 30.32% 26.35% 0.00% 29.92% 53.28% 16.80% 0.00% 1.38% 86.48% 12.14% 0.00% 6.33% 87.86% 5.81% 0.00% PEAK HR : 04:15 PM 290 289 296 04:30 PM TOTAL
PEAK HR VOL : 73 40 35 0 32 68 25 0 7 383 58 0 25 395 21 0 116 2 PEAK HR FACTOR : 0.629 0.714 0.583 0.00 0 0.500 0.739 0.568 0.000 0.583 0.88 7 0.763 0.00 0 0.781 0.91 4 0.875 0.00 0
0.729
Total
0.8880.911
WESTBOUND
0.911
SOUTHBOUND
0.685 0.625
04:15 PM - 05:15 PM
SOUTHBOUND
PM
AM
07:30 AM - 08:30 AM
NORTHBOUND
0.737
EASTBOUND
3/4/2021
E Ave Q
NORTHBOUND
E Ave Q
0.728
WESTBOUND
10th St 10th St
0.817 0.682
EASTBOUND
National Data & Surveying Services
Intersection Turning Movement Count
Location: 10th St & E Ave Q
City: Palmdale Project ID: 21-020058-002
Control: Signalized Date:
NS/EW Streets:
1110111011001110
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 7:00 AM 0000000000000000 0
7:15 AM 0000000000000000 0
7:30 AM 0000000000000000 0
7:45 AM 0000000000000000 0
8:00 AM 0000000000000000 0
8:15 AM 0000000000000000 0
8:30 AM 0000000000000000 0
8:45 AM 0000000001100000 2
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 00000000011000002
APPROACH %'s : 0.00% 50.00% 50.00% 0.00%
PEAK HR : 07:30 AM 39 37 44 TOTAL
PEAK HR VOL : 00000000000000000
PEAK HR FACTOR : 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU SB L SBT SBR SBU EBL EB T EBR EBU WBL WB T WBR WBU 1110111011001110
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 4:00 PM 0000000001000000 1
4:15 PM 0000000000000000 0
4:30 PM 0000000000000000 0
4:45 PM 0000000000000000 0
5:00 PM 0000000000000100 1
5:15 PM 0000000000000000 0
5:30 PM 0000000000000100 1
5:45 PM 0000100000000000 1
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 00001000010002004
APPROACH %'s : 100.00% 0.00% 0.00% 0.00% 0.00% 100.00 % 0.00% 0.00% 0.00% 100.00 % 0.00% 0.00% PEAK HR : 04:15 PM 290 289 296 TOTAL
PEAK HR VOL : 00000000000001001
PEAK HR FACTOR : 0.00 0.00 0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 Bikes
10th St 10th St E Ave Q E Ave Q
AM
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
3/4/2021
04:15 PM - 05:15 PM
0.2500.250
07:30 AM - 08:30 AM
Location: 10th St & E Ave Q Project ID: 21-020058-00
National Data & Surveying Services
Intersection Turning Movement Count
City: Palmdale Date: 3/4/2021
NS/EW Streets:
EB WB EB WB NB SB NB SB TOTAL
7:00 AM 00000000 0
7:15 AM 00000000 0
7:30 AM 00000000 0
7:45 AM 00000000 0
8:00 AM 00000000 0
8:15 AM 00000000 0
8:30 AM 00000000 0
8:45 AM 00000000 0
EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 00000000 0
APPROACH %'s :
PEAK HR : 07:30 AM 38 36 43 TOTAL
PEAK HR VOL : 00000000 0
PEAK HR FACTOR :
Headers NEB NWB SEB SWB ENS ESB WNB WSB
EB WB EB WB NB SB NB SB TOTAL
4:00 PM 00000000 0
4:15 PM 00001000 1
4:30 PM 00000000 0
4:45 PM 00000000 0
5:00 PM 00030000 3
5:15 PM 00000000 0
5:30 PM 00000000 0
5:45 PM 20110124 11
EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 20141124 1 5
APPROACH %'s : 100.00% 0.00% 20.00% 80.00% 50.00% 50.00% 33.33% 66.67% PEAK HR : 04:15 PM 287 286 293 TOTAL
PEAK HR VOL : 00031000 4
PEAK HR FACTOR : 0.250 0.250
Pedestrians (Crosswalks)
WEST LEG
07:30 AM - 08:30 AM
E Ave Q
04:15 PM - 05:15 PM
0.3330.250 0.250
PM
NORTH LEG SOUTH LEG EAST LEG WEST LEG
AM
NORTH LEG SOUTH LEG EAST LEG
10th St 10th St E Ave Q
Prepared by National Data & Surveying Services
ID: 21-020058-002 Day:
City: Palmdale Date:
AM 14 26 0 AM
NOON 0000 NOON
PM 25 68 32 0 PM
AM NOON PM PM NOON AM
1110 1 2 104 6
1 395 0 206
000 01 2 501 6
10 0 7 1 TEV 563 0 1162 0 000
100 0 383 1 PHF 0.73 0.89
2 105 8 0 0111
AM NOON PM PM NOON AM
PM 0 7 34 03 5 PM
NOON 0000 NOON
AM 0 3 16 71 7 AM
Peak Hour Turning Movement Count
151
Total Vehicles (PM) Bikes (PM)
10th St & E Ave Q
Thursday
03/04/2021
CONTROL
WESTBOUND
07:30 AM - 08:30 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
123
COUNT PERIODS
Bikes (AM)
PEAK HOURS
Total Vehicles (AM)
NONE
04:15 PM - 05:15 PM
123
68 0
Signalized
E Ave Q
EASTBOUND
10th St
79 0
10th St
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
450
0 E Ave Q
07:00 AM - 09:00 AM
NONE
238 0 493
NOONAM PM3
0 0
0 0
0 0
0 0 0
0 0
0 0
0 0
0 1
0 0
0 0
0 0
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 0
0 0
0 0
0 0
0 0
0 0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
16 206
46 21
100
10 1
42 6
31 67
17 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
25 395
21 58
383
7 25
68 32
73 40
35 0
1 0
0 0
0 0
0 0
0 0
0 NOON
PM
AM
NOON
AM
PM
NOON
AM
PM
NOON
PM
AM
National Data & Surveying Services
Intersection Turning Movement Count
Location: 12th St & E Ave Q
City: Palmdale Project ID: 21-020058-003
Control: 1-Way Stop (NB) Date:
NS/EW Streets:
0100010001000100
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 7:00 AM 401000000 2 8 001 3 6 00 70
7:15 AM 301000000 1 9 000 3 6 00 59
7:30 AM 303000000 2 0 400 5 0 00 80
7:45 AM 1 0 02000000 2 6 201 7 6 00 117
8:00 AM 102000000 4 2 300 6 1 00 109
8:15 AM 503000000 3 2 200 5 5 00 97
8:30 AM 103000000 2 5 002 3 9 00 70
8:45 AM 202000000 2 8 302 5 4 00 91
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 2 9 0 1 7 000000 2 2 0 1 4 06 4 0 7 00 6 9 3 APPROACH %'s : 63.04% 0.00% 36.96% 0.00% 0.00% 94.02% 5.98% 0.00% 1.45% 98.55% 0.00% 0.00 % PEAK HR : 07:30 AM 39 37 44 07:45 AM TOTAL
PEAK HR VOL : 1 9 0 1 0 000000 1 2 0 1 1 01 2 4 2 00 4 0 3 PEAK HR FACTOR : 0.475 0.00 0 0.833 0.00 0 0.000 0.000 0.000 0.000 0.000 0.714 0.688 0.000 0.250 0.796 0.000 0.000 Headers NBL NBT NBR NBU SB L SBT SBR SBU EBL EB T EBR EBU WBL WB T WBR WBU 0100010001000100
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 4:00 PM 801000000 8 4 602 7 9 00 180
4:15 PM 604000000 9 5 605 9 4 00 210
4:30 PM 904000000 1 0 0 706 1 1 2 00 238
4:45 PM 905000000 9 6 807 1 0 0 00 225
5:00 PM 605000200 9 4 802 8 7 00 204
5:15 PM 403000000 1 1 0 701 7 4 00 199
5:30 PM 402000000 1 1 0 904 8 0 00 209
5:45 PM 702000000 7 0 701 8 0 00 167
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 5 3 0 2 6 000200 7 5 9 5 8 0 2 8 7 0 6 0 0 163 2 APPROACH %'s : 67.09% 0.00% 32.91% 0.00% 0.00% 0.00% 100.00 % 0.00% 0.00% 92.90% 7.10% 0.00% 3.81% 96.19% 0.00% 0.00% PEAK HR : 04:15 PM 290 289 296 04:30 PM TOTAL
PEAK HR VOL : 3 0 0 1 8 000200 3 8 5 2 9 0 2 0 3 9 3 00 8 7 7 PEAK HR FACTOR : 0.833 0.00 0 0.900 0.000 0.000 0.000 0.250 0.000 0.000 0.963 0.90 6 0.000 0.714 0.877 0.000 0.000
EASTBOUND
3/4/2021
E Ave Q
NORTHBOUND
E Ave Q
0.789
WESTBOUND
12th St 12th St
0.728
EASTBOUND
PM
AM
07:30 AM - 08:30 AM
NORTHBOUND
0.604 0.861
Total
0.9210.967
WESTBOUND
0.875
SOUTHBOUND
0.857 0.250
04:15 PM - 05:15 PM
SOUTHBOUND
National Data & Surveying Services
Intersection Turning Movement Count
Location: 12th St & E Ave Q
City: Palmdale Project ID: 21-020058-003
Control: 1-Way Stop (NB) Date:
NS/EW Streets:
0100010001000100
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 7:00 AM 0000000000000000 0
7:15 AM 0000000000000000 0
7:30 AM 0000000000000000 0
7:45 AM 0000000000000000 0
8:00 AM 0000000000000000 0
8:15 AM 0000000000000000 0
8:30 AM 0000000000000000 0
8:45 AM 0000000001000000 1
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 00000000010000001
APPROACH %'s : 0.00% 100.00 % 0.00% 0.00%
PEAK HR : 07:30 AM 39 37 44 TOTAL
PEAK HR VOL : 00000000000000000
PEAK HR FACTOR : 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU SB L SBT SBR SBU EBL EB T EBR EBU WBL WB T WBR WBU 0100010001000100
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 4:00 PM 0000000000000000 0
4:15 PM 0000000000100000 1
4:30 PM 0000000000000000 0
4:45 PM 0000000000000000 0
5:00 PM 0000000000000100 1
5:15 PM 0000000000000000 0
5:30 PM 0000000000000100 1
5:45 PM 0000000001000000 1
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 00000000011002004
APPROACH %'s : 0.00% 50.00% 50.00% 0.00% 0.00% 100.00 % 0.00% 0.00% PEAK HR : 04:15 PM 290 289 296 TOTAL
PEAK HR VOL : 00000000001001002
PEAK HR FACTOR : 0.00 0.00 0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.250 0.000 0.000 3/4/2021
04:15 PM - 05:15 PM
0.5000.250 0.250
07:30 AM - 08:30 AM
PM
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
AM
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Bikes
12th St 12th St E Ave Q E Ave Q
Location: 12th St & E Ave Q Project ID: 21-020058-00
National Data & Surveying Services
Intersection Turning Movement Count
City: Palmdale Date: 3/4/2021
NS/EW Streets:
EB WB EB WB NB SB NB SB TOTAL
7:00 AM 00000000 0
7:15 AM 00100000 1
7:30 AM 00000000 0
7:45 AM 00100000 1
8:00 AM 00100000 1
8:15 AM 00000000 0
8:30 AM 00000000 0
8:45 AM 00000000 0
EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 00300000 3
APPROACH %'s : 100.00% 0.00%
PEAK HR : 07:30 AM 38 36 43 TOTAL
PEAK HR VOL : 00200000 2
PEAK HR FACTOR : 0.500
Headers NEB NWB SEB SWB ENS ESB WNB WSB
EB WB EB WB NB SB NB SB TOTAL
4:00 PM 00000000 0
4:15 PM 00010000 1
4:30 PM 00000000 0
4:45 PM 00000000 0
5:00 PM 00000000 0
5:15 PM 00000000 0
5:30 PM 00000000 0
5:45 PM 00000000 0
EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 00010000 1
APPROACH %'s : 0.00% 100.00%
PEAK HR : 04:15 PM 287 286 293 TOTAL
PEAK HR VOL : 00010000 1
PEAK HR FACTOR : 0.250
AM
NORTH LEG SOUTH LEG EAST LEG
12th St 12th St E Ave Q
0.5000.500
PM
NORTH LEG SOUTH LEG EAST LEG WEST LEG
0.2500.250
Pedestrians (Crosswalks)
WEST LEG
07:30 AM - 08:30 AM
E Ave Q
04:15 PM - 05:15 PM
Prepared by National Data & Surveying Services
ID: 21-020058-003 Day:
City: Palmdale Date:
AM 0000 AM
NOON 0000 NOON
PM 2000 PM
AM NOON PM PM NOON AM
0100 0 000
1 393 0 242
000 00 20 0 1
000 0 TEV 403 0 877 0 000
120 0 385 1 PHF 0.86 0.92
1 102 9 0 0010
AM NOON PM PM NOON AM
PM 03 001 8 PM
NOON 0000 NOON
AM 01 901 0 AM
E Ave Q
07:00 AM - 09:00 AM
NONE
261 0 425
12th St
12 0
12th St
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
403
0 PEAK HOURS
Total Vehicles (AM)
NONE
04:15 PM - 05:15 PM
0 0
0 1-Way Stop (NB)
E Ave Q
EASTBOUND
Peak Hour Turning Movement Count
49 Total Vehicles (PM) Bikes (PM)
12th St & E Ave Q
Thursday
03/04/2021
CONTROL
WESTBOUND
07:30 AM - 08:30 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
130
COUNT PERIODS
Bikes (AM)
NOONAM PM1
0 0
0 0
0 0
0 0 0
0 2
0 0
0 0
0 0
0 0
0 0
0 0
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 0
0 0
0 0
0 0
0 0
0 0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1 242
0 11
120
0 0
0 0
19 0
10 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
20 393
0 29
385
0 2
0 0
30 0
18 0
1 0
1 0
0 0
0 0
0 0
0 NOON
PM
AM
NOON
AM
PM
NOON
AM
PM
NOON
PM
AM
National Data & Surveying Services
Intersection Turning Movement Count
Location: 15th St & E Ave Q
City: Palmdale Project ID: 21-020058-004
Control: 4-Way Stop Date:
NS/EW Streets:
0100010001100100
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 7:00 AM 041000101 2 2 400 3 7 10 71
7:15 AM 582005000 1 7 101 3 9 00 78
7:30 AM 592027100 2 0 200 4 4 20 94
7:45 AM 395057000 2 5 401 7 8 10 138
8:00 AM 1 1 64138000 3 6 1 0 01 4 8 20 130
8:15 AM 780114000 3 0 501 3 9 10 97
8:30 AM 841023000 2 3 604 3 7 20 90
8:45 AM 783037000 2 5 701 4 8 00 109
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 46 56 18 2 16 41 2 0 1 198 39 0 9 370 9 0 807 APPROACH %'s : 37.70% 45.90% 14.75% 1.64% 27.12% 69.49% 3.39% 0.00% 0.42% 83.19% 16.39% 0 .00% 2.32% 95.36% 2.32% 0.00% PEAK HR : 07:30 AM 39 37 44 07:45 AM TOTAL
PEAK HR VOL : 26 32 11 2 11 26 1 0 0 111 21 0 3 209 6 0 459 PEAK HR FACTOR : 0.591 0.88 9 0.550 0.500 0.550 0.813 0.25 0 0.000 0.000 0.771 0.525 0.00 0 0.750 0.670 0.750 0.000 Headers NBL NBT NBR NBU SB L SBT SBR SBU EBL EB T EBR EBU WBL WB T WBR WBU 0100010001100100
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 4:00 PM 1 0 8509 1 2 200 6 8 1 8 04 6 5 10 202
4:15 PM 1 2 1 0 302 1 6 202 8 3 703 8 8 20 230
4:30 PM 1 5 5909 1 0 501 1 0 9 1 3 04 1 0 0 10 281
4:45 PM 94305 1 1 300 8 5 1 2 05 9 8 10 236
5:00 PM 8 1 3 9039200 9 1 1 4 00 7 1 10 221
5:15 PM 9 1 4 207 1 2 201 9 0 1 4 03 5 9 10 214
5:30 PM 9 1 0 504 1 4 200 8 6 1 3 01 7 1 20 217
5:45 PM 1 1 7406 1 6 101 6 0 907 7 0 30 195
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 83 71 40 0 45 100 19 0 5 672 100 0 27 622 12 0 179 6 APPROACH %'s : 42.78% 36.60% 20.62% 0.00% 27.44% 60.98% 11.59% 0.00% 0.64% 86.49% 12.87% 0.00% 4.08% 94.10% 1.82% 0.00% PEAK HR : 04:15 PM 290 289 296 04:30 PM TOTAL
PEAK HR VOL : 44 32 24 0 19 46 12 0 3 368 46 0 12 357 5 0 968 PEAK HR FACTOR : 0.733 0.615 0.66 7 0.000 0.528 0.719 0.600 0.000 0.375 0.84 4 0.821 0.00 0 0.600 0.893 0.625 0.00 0
0.832
Total
0.8610.848
WESTBOUND
0.890
SOUTHBOUND
0.833 0.80 2
04:15 PM - 05:15 PM
SOUTHBOUND
PM
AM
07:30 AM - 08:30 AM
NORTHBOUND
0.807
EASTBOUND
3/4/2021
E Ave Q
NORTHBOUND
E Ave Q
0.681
WESTBOUND
15th St 15th St
0.792 0.717
EASTBOUND
National Data & Surveying Services
Intersection Turning Movement Count
Location: 15th St & E Ave Q
City: Palmdale Project ID: 21-020058-004
Control: 4-Way Stop Date:
NS/EW Streets:
0100010001100100
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 7:00 AM 0000000000000000 0
7:15 AM 0000000000000000 0
7:30 AM 0000000000000000 0
7:45 AM 0000000000000000 0
8:00 AM 0000000000000000 0
8:15 AM 0000000000000000 0
8:30 AM 0000000000000000 0
8:45 AM 0000000000100000 1
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 00000000001000001
APPROACH %'s : 0.00% 0.00% 100.00 % 0.00%
PEAK HR : 07:30 AM 39 37 44 TOTAL
PEAK HR VOL : 00000000000000000
PEAK HR FACTOR : 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU SB L SBT SBR SBU EBL EB T EBR EBU WBL WB T WBR WBU 0100010001100100
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 4:00 PM 0000000000000000 0
4:15 PM 0030000000000000 3
4:30 PM 0000000000000000 0
4:45 PM 0000000000000000 0
5:00 PM 1000000000000000 1
5:15 PM 0000000000000100 1
5:30 PM 0000000000000000 0
5:45 PM 0000000000100000 1
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 10300000001001006
APPROACH %'s : 25.00% 0.00% 75.00% 0.00% 0.00% 0.00% 100.00 % 0.00% 0.00% 100.00 % 0.00% 0.00% PEAK HR : 04:15 PM 290 289 296 TOTAL
PEAK HR VOL : 10300000000000004
PEAK HR FACTOR : 0.25 0.00 0 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Bikes
15th St 15th St E Ave Q E Ave Q
AM
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
3/4/2021
04:15 PM - 05:15 PM
0.3330.333
07:30 AM - 08:30 AM
Location: 15th St & E Ave Q Project ID: 21-020058-00
National Data & Surveying Services
Intersection Turning Movement Count
City: Palmdale Date: 3/4/2021
NS/EW Streets:
EB WB EB WB NB SB NB SB TOTAL
7:00 AM 11000000 2
7:15 AM 00000000 0
7:30 AM 00000000 0
7:45 AM 00100000 1
8:00 AM 00100000 1
8:15 AM 00100000 1
8:30 AM 00000000 0
8:45 AM 00000000 0
EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 11300000 5
APPROACH %'s : 50.00% 50.00% 100.00% 0.00%
PEAK HR : 07:30 AM 38 36 43 TOTAL
PEAK HR VOL : 00300000 3
PEAK HR FACTOR : 0.750
Headers NEB NWB SEB SWB ENS ESB WNB WSB
EB WB EB WB NB SB NB SB TOTAL
4:00 PM 00000000 0
4:15 PM 00000000 0
4:30 PM 00000000 0
4:45 PM 00000000 0
5:00 PM 00000000 0
5:15 PM 00000000 0
5:30 PM 00000000 0
5:45 PM 00000000 0
EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 00000000 0
APPROACH %'s :
PEAK HR : 04:15 PM 287 286 293 TOTAL
PEAK HR VOL : 00000000 0
PEAK HR FACTOR :
Pedestrians (Crosswalks)
WEST LEG
07:30 AM - 08:30 AM
E Ave Q
04:15 PM - 05:15 PM
PM
NORTH LEG SOUTH LEG EAST LEG WEST LEG
0.7500.750
AM
NORTH LEG SOUTH LEG EAST LEG
15th St 15th St E Ave Q
Prepared by National Data & Surveying Services
ID: 21-020058-004 Day:
City: Palmdale Date:
AM 12 6 1 10 AM
NOON 0000 NOON
PM 12 46 19 0 PM
AM NOON PM PM NOON AM
0100 0 506
1 357 0 209
000 00 12 0 3
003 0 TEV 459 0 968 0 000
111 0 368 1 PHF 0.83 0.86
2 104 6 1 0010
AM NOON PM PM NOON AM
PM 0 4 43 22 4 PM
NOON 0000 NOON
AM 2 2 63 21 1 AM
Peak Hour Turning Movement Count
104
Total Vehicles (PM) Bikes (PM)
15th St & E Ave Q
Thursday
03/04/2021
CONTROL
WESTBOUND
07:30 AM - 08:30 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
133
COUNT PERIODS
Bikes (AM)
PEAK HOURS
Total Vehicles (AM)
NONE
04:15 PM - 05:15 PM
38 40
0 4-Way Stop
E Ave Q
EASTBOUND
15th St
52 0
15th St
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
411
0 E Ave Q
07:00 AM - 09:00 AM
NONE
236 0 413
NOONAM PM0
0 0
0 0
0 0
0 0 0
0 3
0 0
0 0
0 0
0 0
0 0
0 0
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 0
0 0
0 0
0 0
0 0
0 0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
3 209
6 21
111
0 1
26 11
26 32
11 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
12 357
5 46
368
3 12
46 19
44 32
24 0
0 0
0 0
0 0
0 0
1 0
3 NOON
PM
AM
NOON
AM
PM
NOON
AM
PM
NOON
PM
AM
National Data & Surveying Services
Intersection Turning Movement Count
Location: 20th St & E Ave Q
City: Palmdale Project ID: 21-020058-005
Control: 4-Way Stop Date:
NS/EW Streets:
1110111011001110
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 7:00 AM 5 1 4 408 1 0 102 2 1 104 4 4 1 0 0 124
7:15 AM 7 1 1 1029101 1 5 501 2 1 1 2 0 86
7:30 AM 9 1 5 10 1 3 5001 1 8 503 3 8 1 0 0 118
7:45 AM 9 3 0 305 1 7 203 1 2 202 5 3 1 3 0 151
8:00 AM 1 8 1 5 00 1 6 9006 2 8 1 0 03 5 6 2 0 0 181
8:15 AM 5 1 8 6057200 1 9 906 3 6 1 3 0 126
8:30 AM 6 1 1 305 1 1 104 2 2 503 3 3 1 0 0 114
8:45 AM 1 1 2 4 0088101 2 0 403 4 5 60 131
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 70 138 18 0 62 76 8 0 18 155 41 0 25 32 6 94 0 1031 APPROACH %'s : 30.97% 61.06% 7.96% 0.00% 42.47% 52.05% 5.48% 0.00% 8.41% 72.43% 19.16% 0. 00% 5.62% 73.26% 21.12% 0.00% PEAK HR : 07:30 AM 39 37 44 08:00 AM TOTAL
PEAK HR VOL : 41 78 10 0 39 38 4 0 10 77 26 0 14 183 56 0 57 6 PEAK HR FACTOR : 0.569 0.650 0.417 0.000 0.609 0.559 0.500 0.000 0.417 0.688 0.650 0.000 0.583 0.81 7 0.700 0.000 Headers NBL NBT NBR NBU SB L SBT SBR SBU EBL EB T EBR EBU WBL WB T WBR WBU 1110111011001110
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 4:00 PM 15 24 10 0 13 37 3 0 3 63 18 0 3 58 5 0 252
4:15 PM 16 17 3 0 17 39 4 0 2 79 14 0 4 56 11 0 262
4:30 PM 17 27 9 0 12 34 6 0 1 72 17 0 4 81 9 0 289
4:45 PM 20 27 9 0 24 31 1 0 4 95 26 0 5 79 7 0 328
5:00 PM 11 17 4 0 13 35 3 0 2 68 20 0 1 73 11 0 258
5:15 PM 13 33 7 0 9 32 5 0 1 88 18 0 7 44 5 0 262
5:30 PM 14 27 14 0 13 39 4 0 4 90 16 0 3 50 10 0 284
5:45 PM 18 31 6 0 13 30 3 0 0 67 17 0 3 57 6 0 251
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 124 203 62 0 11 4 277 29 0 17 622 14 6 0 30 498 64 0 218 6 APPROACH %'s : 31.88% 52.19% 15.94% 0.00% 27.14% 65.95% 6.90% 0.00% 2.17% 79.24% 18.60% 0 .00% 5.07% 84.12% 10.81% 0.00% PEAK HR : 04:15 PM 290 289 296 04:45 PM TOTAL
PEAK HR VOL : 64 88 25 0 66 139 14 0 9 31 4 77 0 14 289 38 0 113 7 PEAK HR FACTOR : 0.800 0.815 0.69 4 0.000 0.688 0.891 0.583 0.00 0 0.563 0.82 6 0.740 0.000 0.700 0.892 0.864 0.000
0.796
Total
0.8670.800
WESTBOUND
0.907
SOUTHBOUND
0.790 0.913
04:15 PM - 05:15 PM
SOUTHBOUND
PM
AM
07:30 AM - 08:30 AM
NORTHBOUND
0.768
EASTBOUND
3/4/2021
E Ave Q
NORTHBOUND
E Ave Q
0.801
WESTBOUND
20th St 20th St
0.810 0.642
EASTBOUND
National Data & Surveying Services
Intersection Turning Movement Count
Location: 20th St & E Ave Q
City: Palmdale Project ID: 21-020058-005
Control: 4-Way Stop Date:
NS/EW Streets:
1110111011001110
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 7:00 AM 0000000000000000 0
7:15 AM 0100000000000000 1
7:30 AM 0000000000000000 0
7:45 AM 0000000000000000 0
8:00 AM 0000000000000000 0
8:15 AM 0000000000000000 0
8:30 AM 0000000000000000 0
8:45 AM 0000000000000000 0
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 01000000000000001
APPROACH %'s : 0.00% 100.00 % 0.00% 0.00%
PEAK HR : 07:30 AM 39 37 44 TOTAL
PEAK HR VOL : 00000000000000000
PEAK HR FACTOR : 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU SB L SBT SBR SBU EBL EB T EBR EBU WBL WB T WBR WBU 1110111011001110
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 4:00 PM 0000000000000000 0
4:15 PM 0000000000000000 0
4:30 PM 0000000000300000 3
4:45 PM 0000000000000000 0
5:00 PM 1000010000000000 2
5:15 PM 0000000000000000 0
5:30 PM 0000000000000000 0
5:45 PM 0000000000000000 0
NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 10000100003000005
APPROACH %'s : 100.00% 0.00% 0.00% 0.00% 0.00% 100.00 % 0.00% 0.00% 0.00% 0.00% 100.00 % 0.00% PEAK HR : 04:15 PM 290 289 296 TOTAL
PEAK HR VOL : 10000100003000005
PEAK HR FACTOR : 0.25 0.00 0 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 Bikes
20th St 20th St E Ave Q E Ave Q
AM
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
3/4/2021
04:15 PM - 05:15 PM
0.4170.250 0.250 0.250
07:30 AM - 08:30 AM
Location: 20th St & E Ave Q Project ID: 21-020058-00
National Data & Surveying Services
Intersection Turning Movement Count
City: Palmdale Date: 3/4/2021
NS/EW Streets:
EB WB EB WB NB SB NB SB TOTAL
7:00 AM 00000000 0
7:15 AM 00000000 0
7:30 AM 00000000 0
7:45 AM 00000000 0
8:00 AM 00000000 0
8:15 AM 00000000 0
8:30 AM 10000000 1
8:45 AM 00000000 0
EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 10000000 1
APPROACH %'s : 100.00% 0.00%
PEAK HR : 07:30 AM 38 36 43 TOTAL
PEAK HR VOL : 00000000 0
PEAK HR FACTOR :
Headers NEB NWB SEB SWB ENS ESB WNB WSB
EB WB EB WB NB SB NB SB TOTAL
4:00 PM 00300003 6
4:15 PM 00000000 0
4:30 PM 00000002 2
4:45 PM 00000000 0
5:00 PM 00000020 2
5:15 PM 10010110 4
5:30 PM 00000000 0
5:45 PM 00000000 0
EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 10310135 1 4
APPROACH %'s : 100.00% 0.00% 75.00% 25.00% 0.00% 100.00% 37.50% 62.50% PEAK HR : 04:15 PM 287 286 293 TOTAL
PEAK HR VOL : 00000022 4
PEAK HR FACTOR : 0.250 0.250
Pedestrians (Crosswalks)
WEST LEG
07:30 AM - 08:30 AM
E Ave Q
04:15 PM - 05:15 PM
0.5000.500
PM
NORTH LEG SOUTH LEG EAST LEG WEST LEG
AM
NORTH LEG SOUTH LEG EAST LEG
20th St 20th St E Ave Q
Prepared by National Data & Surveying Services
ID: 21-020058-005 Day:
City: Palmdale Date:
AM 43 8 3 90 AM
NOON 0000 NOON
PM 14 139 66 0 PM
AM NOON PM PM NOON AM
1110 1 3 805 6
1 289 0 183
000 01 1 401 4
10 0 9 1 TEV 576 0 1137 0 000
77 0 314 1 PHF 0.80 0.87
2 607 7 0 0111
AM NOON PM PM NOON AM
PM 0 6 48 82 5 PM
NOON 0000 NOON
AM 0 4 17 81 0 AM
Peak Hour Turning Movement Count
230
Total Vehicles (PM) Bikes (PM)
20th St & E Ave Q
Thursday
03/04/2021
CONTROL
WESTBOUND
07:30 AM - 08:30 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
126
COUNT PERIODS
Bikes (AM)
PEAK HOURS
Total Vehicles (AM)
NONE
04:15 PM - 05:15 PM
144
135
0 4-Way Stop
E Ave Q
EASTBOUND
20th St
78 0
20th St
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
405
0 E Ave Q
07:00 AM - 09:00 AM
NONE
228 0 367
NOONAM PM0
0 0
0 0
0 0
0 0 0
0 0
0 0
0 0
0 0
2 0
0 0
0 2
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 0
0 0
0 0
0 0
0 0
0 0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
14 183
56 26
77 10
4 38
39 41
78 10
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
14 289
38 77
314
9 14
139
66 64
88 25
0 0
0 3
0 0
0 1
0 1
0 0
NOON
PM
AM
NOON
AM
PM
NOON
AM
PM
NOON
PM
AM
SCAG Travel
Demand Model
Volumes
D
SCAG TRAVEL DEMAND MODEL OUTPUTS ‐ PALMDALE AVENUE Q EAST STREET 2016 2030 2045 2016‐2030 2016‐2045 2016‐2030 2016‐2045 Ave Q
Sierra ‐ 10th 10,652 14,070 15,123 1.32 1.42 2.0% 1.2%
10th ‐ 12th 10,555 13,975 15,027 1.32 1.42 2.0% 1.2%
12th ‐ 15th 10,556 13,974 15,028 1.32 1.42 2.0% 1.2%
15th ‐ 20th 6,784 13,141 13,497 1.94 1.99 4.8% 2.4%
E of 20th 6,785 13,142 13,552 1.94 2.00 4.8% 2.4%
Sierra Hwy
N of Ave
Q 29,169 37,740 41,749 1.29 1.43 1.9% 1.2%
S of Ave Q 18,518 23,670 26,634 1.28 1.44 1.8% 1.3%
10th St
N of Ave Q 561 989 1,180 1.76 2.10 4.1% 2.6%
S of Ave Q 657 1,084 1,274 1.65 1.94 3.6% 2.3%
15th St
N of Ave Q 137 343 516 2.50 3.77 6.8% 4.7%
S of Ave Q 3,915 1,223 2,150 0.31 0.55 ‐8.0% ‐2.0%
Daily Volumes Growth Factor Annual Growth Rate
SCAG TRAVEL DEMAND MODEL OUTPUTS ‐ PALMDALE AVENUE Q EAST 2016 MODEL OUTPUTS
STREET SEGMENT ID DIR LENGTH ROAD_NAME TOTAL AB BA AB BA AB BA AB BA AB BA AB BA Ave Q Sierra ‐ 10th 111265 0 0.14 E AVENUE Q 10,652 5,368 5,284 750 1,415 1,956 1,188 2,077 2,126 295 268 290 287 Ave Q 10th ‐ 12th 111139 0 0.25 E AVENUE Q 10,555 5,319 5,236 744 1,409 1, 948 1,180 2,065 2,114 290 264 272 269 Ave Q 12th ‐ 15th 111140 0 0.26 E AVENUE Q 10,556 5,319 5,237 744 1,409 1, 948 1,180 2,065 2,114 290 264 272 270 Ave Q 15th ‐ 20th 110927 0 0.26 E AVENUE Q 6,784 3,405 3,379 360 1,043 1,4 10 659 1,283 1,349 182 136 170 192 Ave Q E of 20th 110866 0 0.52 E AVENUE Q 6,785 3,406 3,379 360 1,043 1,410 659 1,283 1,349 182 136 171 192 Sierra Hwy N of Ave Q 111553 0 0.38 SIERRA HIGHWAY 29,169 14,078 15,091 3,345 2,413 3,702 4,785 5,599 5,932 813 815 619 1,146 Sierra Hwy S of Ave Q 111367 0 0.54 SIERRA HIGHWAY 18,518 8,798 9,720 1, 930 1,662 2,518 2,830 3,472 3,852 545 520 333 856 10th St N of Ave Q 111251 0 0.50 10TH ST E 561 244 317 70 65 28 89 126 140 5 5 1 51 8 10th St S of Ave Q 111263 0 0.53 10TH ST E 657 293 364 77 70 36 97 138 152 9 9 3 33 6 15th St N of Ave Q 111392 0 0.50 15TH ST E 137 70 67 33 0 0 23 28 35 3663 15th St S of Ave Q 111397 0 0.53 15TH ST E 3,915 1,932 1,983 398 384 521 56 1 794 818 133 114 86 106 2030 MODEL OUTPUTS
STREET SEGMENT ID DIR LENGTH ROAD_NAME TOTAL AB BA AB BA AB BA AB BA AB BA AB BA Ave Q Sierra ‐ 10th 111265 0 0.14 E AVENUE Q 14,070 7,973 6,097 1,114 1,4 61 2,278 1,400 2,909 2,209 723 561 949 466 Ave Q 10th ‐ 12th 111139 0 0.25 E AVENUE Q 13,975 7,925 6,050 1,107 1,455 2,270 1,392 2,897 2,197 719 558 932 448 Ave Q 12th ‐ 15th 111140 0 0.26 E AVENUE Q 13,974 7,925 6,049 1,107 1,455 2,270 1,392 2,897 2,197 719 558 932 447 Ave Q 15th ‐ 20th 110927 0 0.26 E AVENUE Q 13,141 7,790 5,351 1,089 1,318 2,270 927 2,897 2,183 719 552 815 371 Ave Q E of 20th 110866 0 0.52 E AVENUE Q 13,142 7,790 5,352 1,089 1,318 2, 270 927 2,897 2,183 719 552 815 372 Sierra Hwy N of Ave Q 111553 0 0.38 SIERRA HIGHWAY 37,740 16,429 21,311 3,782 3,132 4,226 6,182 6,299 8,344 1,124 1,537 998 2,116 Sierra Hwy S of Ave Q 111367 0 0.54 SIERRA HIGHWAY 23,670 10,334 13,336 2,323 2,016 2,827 3,904 4,090 5,436 561 813 533 1,167 10th St N of Ave Q 111251 0 0.50 10TH ST E 989 614 375 107 88 352 95 119 161 1 51 62 11 5 10th St S of Ave Q 111263 0 0.53 10TH ST E 1,084 662 422 113 94 360 103 131 1 73 19 19 39 33 15th St N of Ave Q 111392 0 0.50 15TH ST E 343 121 222 34 0 34 214 48 33322 15th St S of Ave Q 111397 0 0.53 15TH ST E 1,223 845 378 195 41 498 214 62 2 9 3 81 118 2045 MODEL OUTPUTS
STREET SEGMENT ID DIR LENGTH ROAD_NAME TOTAL AB BA AB BA AB BA AB BA AB BA AB BA Ave Q Sierra ‐ 10th 111265 0 0.14 E AVENUE Q 15,123 8,421 6,702 1,199 1,6 50 2,370 1,526 3,051 2,423 743 546 1,058 557 Ave Q 10th ‐ 12th 111139 0 0.25 E AVENUE Q 15,027 8,373 6,654 1,193 1,644 2,362 1,518 3,039 2,411 739 542 1,040 539 Ave Q 12th ‐ 15th 111140 0 0.26 E AVENUE Q 15,028 8,373 6,655 1,193 1,644 2,362 1,518 3,039 2,411 739 542 1,040 540 Ave Q 15th ‐ 20th 110927 0 0.26 E AVENUE Q 13,497 8,106 5,391 1,078 1,472 2,362 855 3,039 2,097 739 515 888 452 Ave Q E of 20th 110866 0 0.52 E AVENUE Q 13,552 8,107 5,445 1,078 1,507 2, 362 876 3,039 2,097 739 514 889 451 Sierra Hwy N of Ave Q 111553 0 0.38 SIERRA HIGHWAY 41,749 18,503 23,246 4,159 3,396 4,664 6,582 7,195 9,098 1,184 1,803 1,301 2,367 Sierra Hwy S of Ave Q 111367 0 0.54 SIERRA HIGHWAY 26,634 11,806 14,828 2,510 2,200 3,140 4,214 4,773 6,046 637 1,058 746 1,310 10th St N of Ave Q 111251 0 0.50 10TH ST E 1,180 694 486 101 108 376 115 159 199 27 25 31 39 10th St S of Ave Q 111263 0 0.53 10TH ST E 1,274 742 532 107 114 384 123 171 210 31 29 49 56 15th St N of Ave Q 111392 0 0.50 15TH ST E 516 190 326 87 0 42 290 53 28 3355 15th St S of Ave Q 111397 0 0.53 15TH ST E 2,150 1,507 643 310 165 706 290 3 67 28 32 3 92 157
TOTAL AM PM MID EVE NT
TOTAL AM PM MID EVE NT
NTEVEMIDPMAMTOTAL
Traffic Analysis
Reports
(Sy nch ro)
E
HCM Signalized Intersection Capacity Analysis AM Peak Hour 3: Sierra Highway & East Avenue Q Existing Conditions
03/14/2022 Synchro 10 Report
Palmdale E Ave Q Complete Streets Project Page 1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 41 217 291 37 93 262
Future Volume (vph) 41 217 291 37 93 262
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 7.0 7.0 6.8 7.0 7.0 6.8
Lane Util. Factor 1.00 1.00 0.95 1.00 1.00 0.95
Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 1.00 0.85 1.00 1.00
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 1575 3539 1583 1770 3539
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1770 1575 3539 1583 1770 3539
Peak-hour factor, PHF 0.68 0.68 0.86 0.86 0.86 0.86
Adj. Flow (vph) 60 319 338 43 108 305
RTOR Reduction (vph) 0 219 0 27 0 0
Lane Group Flow (vph) 60 100 338 16 108 305
Confl. Peds. (#/hr) 1
Turn Type Prot pm+ov NA pm+ov Prot NA
Protected Phases 678674
Permitted Phases 6 8
Actuated Green, G (s) 5.7 14.3 11.4 17.1 8.6 11.4
Effective Green, g (s) 5.7 14.3 11.4 17.1 8.6 11.4
Actuated g/C Ratio 0.12 0.31 0.25 0.37 0.18 0.25
Clearance Time (s) 7.0 7.0 6.8 7.0 7.0 6.8
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 216 721 867 582 327 867
v/s Ratio Prot c0.03 0.03 c0.10 0.00 c0.06 0.09
v/s Ratio Perm 0.04 0.01
v/c Ratio 0.28 0.14 0.39 0.03 0.33 0.35
Uniform Delay, d1 18.5 11.6 14.6 9.4 16.5 14.5
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.7 0.1 0.3 0.0 0.6 0.2
Delay (s) 19.2 11.7 14.9 9.4 17.0 14.7
Level of Service BBBABB
Approach Delay (s) 12.9 14.3 15.3
Approach LOS B B B
Intersection Summary
HCM 2000 Control Delay 14.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.34
Actuated Cycle Length (s) 46.5 Sum of lost time (s) 20.8 Intersection Capacity Utilization 36.3% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis AM Peak Hour 4: 10th Street & East Avenue Q Existing Conditions
03/14/2022 Synchro 10 Report
Palmdale E Ave Q Complete Streets Project Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 10 100 21 16 206 46 31 67 17 6 42 1 Future Volume (vph) 10 100 21 16 206 46 31 67 17 6 42 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 7.0 6.5 7.0 6.5 6.5 7.0 7.3 7.3 7.0 7.3 7.3 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.97 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1770 1814 1770 1863 1583 1770 1863 1583 1770 1863 1583 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1770 1814 1770 1863 1583 1770 1863 1583 1770 1863 1583 Peak-hour factor, PHF 0.68 0.68 0.68 0.73 0.73 0.73 0.74 0.74 0.74 0.82 0.82 0.82 Adj. Flow (vph) 15 147 31 22 282 63 42 91 23 7 51 1
RTOR Reduction (vph) 06000 3 300 1 6001
Lane Group Flow (vph) 15 172 0 22 282 30 42 91 7 7 51 0 Turn Type Prot NA Prot NA pt+ov Prot NA pt+ov Prot NA pt+ov Protected Phases 5 2 1 6 6 7 3 8 8 1 7 4 4 5
Permitted Phases
Actuated Green, G (s) 2.9 20.4 2.9 20.4 29.8 2.9 8.2 18.4 2.9 8.2 18.4 Effective Green, g (s) 2.9 20.4 2.9 20.4 29.8 2.9 8.2 18.4 2.9 8.2 18.4 Actuated g/C Ratio 0.05 0.33 0.05 0.33 0.48 0.05 0.13 0.30 0.05 0.13 0.30 Clearance Time (s) 7.0 6.5 7.0 6.5 7.0 7.3 7.0 7.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 82 594 82 611 758 82 245 468 82 245 468 v/s Ratio Prot 0.01 0.09 c0.01 c0.15 0.02 c0.02 c0.05 0.00 0.00 0.03 0.00 v/s Ratio Perm
v/c Ratio 0.18 0.29 0.27 0.46 0.04 0.51 0.37 0.01 0.09 0.21 0.00 Uniform Delay, d1 28.5 15.5 28.6 16.6 8.6 29.0 24.6 15.5 28.4 24.1 15.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.1 0.3 1.8 0.6 0.0 5.3 1.0 0.0 0.5 0.4 0.0 Delay (s) 29.6 15.8 30.4 17.1 8.6 34.3 25.6 15.5 28.8 24.5 15.4 Level of Service C B C B A C C B C C B
Approach Delay (s) 16.9 16.4 26.4 24.9
Approach LOS B B C C
Intersection Summary
HCM 2000 Control Delay 19.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.43
Actuated Cycle Length (s) 62.2 Sum of lost time (s) 27.8 Intersection Capacity Utilization 41.5% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM Unsignalized Intersection Capacity Analysis AM Peak Hour 7: 15th Street & East Avenue Q Existing Conditions
03/14/2022 Synchro 10 Report
Palmdale E Ave Q Complete Streets Project Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Sign Control Stop Stop Stop Stop
Traffic Volume (vph) 0 111 21 3 209 6 26 32 11 11 26 1
Future Volume (vph) 0 111 21 3 209 6 26 32 11 11 26 1
Peak Hour Factor 0.72 0.72 0.72 0.68 0.68 0.68 0.81 0.81 0.81 0.79 0.79 0.79 Hourly flow rate (vph) 0 154 29 4 307 9 32 40 14 14 33 1 Direction, Lane # EB 1 EB 2 WB 1 NB 1 SB 1
Volume Total (vph) 154 29 320 86 48
Volume Left (vph) 0 0 4 32 14
Volume Right (vph) 0 29 9 14 1
Hadj (s) 0.03 -0.57 0.02 0.01 0.08
Departure Headway (s) 4.7 3.2 4.5 5.1 5.2
Degree Utilization, x 0.20 0.03 0.40 0.12 0.07
Capacity (veh/h) 739 1121 781 643 618
Control Delay (s) 8.8 6.3 10.4 8.8 8.6
Approach Delay (s) 8.4 10.4 8.8 8.6
Approach LOS A B A A
Intersection Summary
Delay 9.5
Level of Service A
Intersection Capacity Utilization 29.1% ICU Level of Service A Analysis Period (min) 15
HCM Unsignalized Intersection Capacity Analysis AM Peak Hour 9: 12th Street & East Avenue Q Existing Conditions
03/14/2022 Synchro 10 Report
Palmdale E Ave Q Complete Streets Project Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 120 11 1 242 0 19 0 10 0 0 0
Future Volume (Veh/h) 0 120 11 1 242 0 19 0 10 0 0 0
Sign Control Free Free Stop Stop
Grade 0% 0% 0% 0%
Peak Hour Factor 0.73 0.73 0.73 0.79 0.79 0.79 0.60 0.60 0.60 0.25 0.25 0.25 Hourly flow rate (vph) 0 164 15 1 306 0 32 0 17 0 0 0
Pedestrians 2
Lane Width (ft) 12.0
Walking Speed (ft/s) 3.5
Percent Blockage 0
Right turn flare (veh)
Median type None None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 306 181 482 482 174 496 489 306
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 306 181 482 482 174 496 489 306
tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2
tC, 2 stage (s)
tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3
p0 queue free % 100 100 94 100 98 100 100 100
cM capacity (veh/h) 1255 1392 493 483 868 473 478 734
Direction, Lane # EB 1 WB 1 NB 1 SB 1
Volume Total 179 307 49 0
Volume Left 0 1 32 0
Volume Right 15 0 17 0
cSH 1255 1392 580 1700
Volume to Capacity 0.00 0.00 0.08 0.00
Queue Length 95th (ft) 0070
Control Delay (s) 0.0 0.0 11.8 0.0
Lane LOS A B A
Approach Delay (s) 0.0 0.0 11.8 0.0
Approach LOS B A
Intersection Summary
Average Delay 1.1
Intersection Capacity Utilization 23.5% ICU Level of Service A Analysis Period (min) 15
HCM Unsignalized Intersection Capacity Analysis AM Peak Hour 15: 20th Street & East Avenue Q Existing Conditions
03/14/2022 Synchro 10 Report
Palmdale E Ave Q Complete Streets Project Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Sign Control Stop Stop Stop Stop
Traffic Volume (vph) 10 77 26 14 183 56 41 78 10 39 38 4 Future Volume (vph) 10 77 26 14 183 56 41 78 10 39 38 4 Peak Hour Factor 0.64 0.64 0.64 0.80 0.80 0.80 0.77 0.77 0.77 0.81 0.81 0.81 Hourly flow rate (vph) 16 120 41 18 229 70 53 101 13 48 47 5 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 NB 3 SB 1 SB 2 Volume Total (vph) 16 161 18 299 53 101 13 48 52
Volume Left (vph) 16 0 18 0 53 0 0 48 0
Volume Right (vph) 0 41 0 70 0 0 13 0 5
Hadj (s) 0.53 -0.14 0.53 -0.13 0.53 0.03 -0.67 0.53 -0.03 Departure Headway (s) 6.1 5.4 6.0 5.3 6.4 5.9 3.2 6.5 6.0 Degree Utilization, x 0.03 0.24 0.03 0.44 0.09 0.17 0.01 0.09 0.09 Capacity (veh/h) 555 632 576 656 523 565 1121 513 558
Control Delay (s) 8.1 9.0 8.0 11.2 8.9 8.9 5.0 8.9 8.3
Approach Delay (s) 8.9 11.0 8.6 8.6
Approach LOS A B A A
Intersection Summary
Delay 9.7
Level of Service A
Intersection Capacity Utilization 28.6% ICU Level of Service A Analysis Period (min) 15
HCM Signalized Intersection Capacity Analysis PM Peak Hour 3: Sierra Highway & East Avenue Q Existing Conditions
03/14/2022 Synchro 10 Report
Palmdale E Ave Q Complete Streets Project Page 1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 82 414 418 49 369 634
Future Volume (vph) 82 414 418 49 369 634
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 7.0 7.0 6.8 7.0 7.0 6.8
Lane Util. Factor 1.00 1.00 0.95 1.00 1.00 0.95
Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 1.00 0.85 1.00 1.00
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 1578 3539 1559 1770 3539
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1770 1578 3539 1559 1770 3539
Peak-hour factor, PHF 0.82 0.82 0.87 0.87 0.90 0.90
Adj. Flow (vph) 100 505 480 56 410 704
RTOR Reduction (vph) 0 104 0 34 0 0
Lane Group Flow (vph) 100 401 480 22 410 704
Confl. Peds. (#/hr) 3 1 1
Turn Type Prot pm+ov NA pm+ov Prot NA
Protected Phases 678674
Permitted Phases 6 8
Actuated Green, G (s) 8.0 31.9 21.3 29.3 23.9 21.3
Effective Green, g (s) 8.0 31.9 21.3 29.3 23.9 21.3
Actuated g/C Ratio 0.11 0.43 0.29 0.40 0.32 0.29
Clearance Time (s) 7.0 7.0 6.8 7.0 7.0 6.8
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 191 829 1018 617 571 1018
v/s Ratio Prot 0.06 c0.16 0.14 0.00 c0.23 c0.20
v/s Ratio Perm 0.10 0.01
v/c Ratio 0.52 0.48 0.47 0.04 0.72 0.69
Uniform Delay, d1 31.2 15.1 21.7 13.7 22.1 23.4
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 2.6 0.4 0.3 0.0 4.3 2.0
Delay (s) 33.8 15.6 22.1 13.7 26.4 25.5
Level of Service C B C B C C
Approach Delay (s) 18.6 21.2 25.8
Approach LOS B C C
Intersection Summary
HCM 2000 Control Delay 22.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.71
Actuated Cycle Length (s) 74.0 Sum of lost time (s) 20.8 Intersection Capacity Utilization 55.8% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis PM Peak Hour 4: 10th Street & East Avenue Q Existing Conditions
03/14/2022 Synchro 10 Report
Palmdale E Ave Q Complete Streets Project Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 7 383 58 25 395 21 73 40 35 32 68 25 Future Volume (vph) 7 383 58 25 395 21 73 40 35 32 68 25 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 7.0 6.5 7.0 6.5 6.5 7.0 7.3 7.3 7.0 7.3 7.3 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1770 1820 1770 1863 1583 1770 1863 1583 1770 1863 1583 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1770 1820 1770 1863 1583 1770 1863 1583 1770 1863 1583 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.69 0.69 0.69 0.63 0.63 0.63 Adj. Flow (vph) 8 421 64 27 434 23 106 58 51 51 108 40
RTOR Reduction (vph) 04000 1 000 3 800 3 0
Lane Group Flow (vph) 8 481 0 27 434 13 106 58 13 51 108 10 Confl. Peds. (#/hr) 3 3 1 1
Confl. Bikes (#/hr) 11
Turn Type Prot NA Prot NA pt+ov Prot NA pt+ov Prot NA pt+ov Protected Phases 5 2 1 6 6 7 3 8 8 1 7 4 4 5
Permitted Phases
Actuated Green, G (s) 4.6 30.9 4.6 30.9 43.5 6.1 8.4 20.3 6.1 8.4 20.3 Effective Green, g (s) 4.6 30.9 4.6 30.9 43.5 6.1 8.4 20.3 6.1 8.4 20.3 Actuated g/C Ratio 0.06 0.40 0.06 0.40 0.56 0.08 0.11 0.26 0.08 0.11 0.26 Clearance Time (s) 7.0 6.5 7.0 6.5 7.0 7.3 7.0 7.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 104 722 104 739 885 138 201 413 138 201 413 v/s Ratio Prot 0.00 c0.26 c0.02 0.23 0.01 c0.06 0.03 0.01 0.03 c0.06 0.01 v/s Ratio Perm
v/c Ratio 0.08 0.67 0.26 0.59 0.01 0.77 0.29 0.03 0.37 0.54 0.03 Uniform Delay, d1 34.6 19.2 35.0 18.4 7.6 35.2 31.9 21.4 34.0 32.9 21.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.3 2.3 1.3 1.2 0.0 22.2 0.8 0.0 1.7 2.8 0.0 Delay (s) 34.9 21.5 36.3 19.6 7.6 57.4 32.7 21.5 35.7 35.6 21.4 Level of Service C C D B A E CCDDC
Approach Delay (s) 21.8 20.0 42.2 32.8
Approach LOS C B D C
Intersection Summary
HCM 2000 Control Delay 25.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.62
Actuated Cycle Length (s) 77.8 Sum of lost time (s) 27.8 Intersection Capacity Utilization 55.1% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Unsignalized Intersection Capacity Analysis PM Peak Hour 7: 15th Street & East Avenue Q Existing Conditions
03/14/2022 Synchro 10 Report
Palmdale E Ave Q Complete Streets Project Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Sign Control Stop Stop Stop Stop
Traffic Volume (vph) 3 368 46 12 357 5 44 32 24 19 46 12 Future Volume (vph) 3 368 46 12 357 5 44 32 24 19 46 12 Peak Hour Factor 0.85 0.85 0.85 0.89 0.89 0.89 0.83 0.83 0.83 0.80 0.80 0.80 Hourly flow rate (vph) 4 433 54 13 401 6 53 39 29 24 58 15 Direction, Lane # EB 1 EB 2 WB 1 NB 1 SB 1
Volume Total (vph) 437 54 420 121 97
Volume Left (vph) 4 0 13 53 24
Volume Right (vph) 0 54 6 29 15
Hadj (s) 0.04 -0.57 0.03 -0.02 -0.01
Departure Headway (s) 5.3 3.2 5.3 6.3 6.4
Degree Utilization, x 0.64 0.05 0.62 0.21 0.17
Capacity (veh/h) 653 1121 648 482 461
Control Delay (s) 17.3 6.4 16.5 11.1 10.8
Approach Delay (s) 16.1 16.5 11.1 10.8
Approach LOS C C B B
Intersection Summary
Delay 15.2
Level of Service C
Intersection Capacity Utilization 45.2% ICU Level of Service A Analysis Period (min) 15
HCM Unsignalized Intersection Capacity Analysis PM Peak Hour 9: 12th Street & East Avenue Q Existing Conditions
03/14/2022 Synchro 10 Report
Palmdale E Ave Q Complete Streets Project Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 385 29 20 393 0 30 0 18 0 0 2
Future Volume (Veh/h) 0 385 29 20 393 0 30 0 18 0 0 2
Sign Control Free Free Stop Stop
Grade 0% 0% 0% 0%
Peak Hour Factor 0.97 0.97 0.97 0.88 0.88 0.88 0.86 0.86 0.86 0.25 0.25 0.25 Hourly flow rate (vph) 0 397 30 23 447 0 35 0 21 0 0 8
Pedestrians 1
Lane Width (ft) 12.0
Walking Speed (ft/s) 3.5
Percent Blockage 0
Right turn flare (veh)
Median type None None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 447 428 914 906 413 926 921 447
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 447 428 914 906 413 926 921 447
tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2
tC, 2 stage (s)
tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3
p0 queue free % 100 98 86 100 97 100 100 99
cM capacity (veh/h) 1113 1130 246 270 638 237 265 612
Direction, Lane # EB 1 WB 1 NB 1 SB 1
Volume Total 427 470 56 8
Volume Left 0 23 35 0
Volume Right 30 0 21 8
cSH 1113 1130 320 612
Volume to Capacity 0.00 0.02 0.18 0.01
Queue Length 95th (ft) 0 2 16 1
Control Delay (s) 0.0 0.6 18.6 11.0
Lane LOS A C B
Approach Delay (s) 0.0 0.6 18.6 11.0
Approach LOS C B
Intersection Summary
Average Delay 1.5
Intersection Capacity Utilization 53.1% ICU Level of Service A Analysis Period (min) 15
HCM Unsignalized Intersection Capacity Analysis PM Peak Hour 15: 20th Street & East Avenue Q Existing Conditions
03/14/2022 Synchro 10 Report
Palmdale E Ave Q Complete Streets Project Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Sign Control Stop Stop Stop Stop
Traffic Volume (vph) 9 314 77 14 289 38 64 88 25 66 139 14 Future Volume (vph) 9 314 77 14 289 38 64 88 25 66 139 14 Peak Hour Factor 0.80 0.80 0.80 0.91 0.91 0.91 0.79 0.79 0.79 0.91 0.91 0.91 Hourly flow rate (vph) 11 393 96 15 318 42 81 111 32 73 153 15 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 NB 3 SB 1 SB 2 Volume Total (vph) 11 489 15 360 81 111 32 73 168
Volume Left (vph) 11 0 15 0 81 0 0 73 0
Volume Right (vph) 0 96 0 42 0 0 32 0 15
Hadj (s) 0.53 -0.10 0.53 -0.05 0.53 0.03 -0.67 0.53 -0.03 Departure Headway (s) 7.2 6.5 7.4 6.8 8.2 7.7 3.2 8.1 7.5 Degree Utilization, x 0.02 0.89 0.03 0.68 0.18 0.24 0.03 0.16 0.35 Capacity (veh/h) 481 543 466 510 415 440 1121 423 454
Control Delay (s) 9.1 39.9 9.4 21.7 11.8 11.8 5.1 11.4 13.3 Approach Delay (s) 39.2 21.2 10.9 12.7
Approach LOS E C B B
Intersection Summary
Delay 24.7
Level of Service C
Intersection Capacity Utilization 43.6% ICU Level of Service A Analysis Period (min) 15
HCM Signalized Intersection Capacity Analysis AM Peak Hour 3: Sierra Highway & East Avenue Q Year 2045 Conditions
03/14/2022 Synchro 10 Report
Palmdale E Ave Q Complete Streets Project Page 1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 60 310 420 55 135 375
Future Volume (vph) 60 310 420 55 135 375
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 7.0 7.0 6.8 7.0 7.0 6.8
Lane Util. Factor 1.00 1.00 0.95 1.00 1.00 0.95
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 1.00 0.85 1.00 1.00
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 1577 3539 1583 1770 3539
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1770 1577 3539 1583 1770 3539
Peak-hour factor, PHF 0.68 0.68 0.86 0.86 0.86 0.86
Adj. Flow (vph) 88 456 488 64 157 436
RTOR Reduction (vph) 0 52 0 40 0 0
Lane Group Flow (vph) 88 404 488 24 157 436
Confl. Peds. (#/hr) 1
Turn Type Prot pm+ov NA pm+ov Prot NA
Protected Phases 678674
Permitted Phases 6 8
Actuated Green, G (s) 6.8 20.7 14.3 21.1 13.9 14.3
Effective Green, g (s) 6.8 20.7 14.3 21.1 13.9 14.3
Actuated g/C Ratio 0.12 0.37 0.26 0.38 0.25 0.26
Clearance Time (s) 7.0 7.0 6.8 7.0 7.0 6.8
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 215 782 906 598 440 906
v/s Ratio Prot 0.05 c0.13 c0.14 0.00 0.09 0.12
v/s Ratio Perm 0.13 0.01
v/c Ratio 0.41 0.52 0.54 0.04 0.36 0.48
Uniform Delay, d1 22.6 13.7 17.9 11.0 17.3 17.6
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 1.3 0.6 0.6 0.0 0.5 0.4
Delay (s) 23.9 14.2 18.5 11.0 17.8 18.0
Level of Service C BBBBB
Approach Delay (s) 15.8 17.6 17.9
Approach LOS B B B
Intersection Summary
HCM 2000 Control Delay 17.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.63
Actuated Cycle Length (s) 55.8 Sum of lost time (s) 20.8 Intersection Capacity Utilization 42.4% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis AM Peak Hour 4: 10th Street & East Avenue Q Year 2045 Conditions
03/14/2022 Synchro 10 Report
Palmdale E Ave Q Complete Streets Project Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 20 140 30 25 295 65 60 130 45 25 90 15 Future Volume (vph) 20 140 30 25 295 65 60 130 45 25 90 15 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 7.0 6.5 7.0 6.5 7.0 7.3 7.0 7.3
Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 Frt 1.00 0.97 1.00 0.97 1.00 0.96 1.00 0.98
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1770 3446 1770 3443 1770 1791 1770 1823 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (perm) 1770 3446 1770 3443 1770 1791 1770 1823 Peak-hour factor, PHF 0.68 0.68 0.68 0.73 0.73 0.73 0.74 0.74 0.74 0.82 0.82 0.82 Adj. Flow (vph) 29 206 44 34 404 89 81 176 61 30 110 18 RTOR Reduction (vph) 0 16 0 0 17 0 0 15 0070
Lane Group Flow (vph) 29 234 0 34 476 0 81 222 0 30 121 0 Turn Type Prot NA Prot NA Prot NA Prot NA
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases
Actuated Green, G (s) 1.9 15.1 1.9 15.1 6.3 14.4 6.3 14.4 Effective Green, g (s) 1.9 15.1 1.9 15.1 6.3 14.4 6.3 14.4 Actuated g/C Ratio 0.03 0.23 0.03 0.23 0.10 0.22 0.10 0.22 Clearance Time (s) 7.0 6.5 7.0 6.5 7.0 7.3 7.0 7.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 51 794 51 793 170 393 170 400
v/s Ratio Prot 0.02 0.07 c0.02 c0.14 c0.05 c0.12 0.02 0.07 v/s Ratio Perm
v/c Ratio 0.57 0.29 0.67 0.60 0.48 0.57 0.18 0.30
Uniform Delay, d1 31.4 20.8 31.5 22.5 28.0 22.8 27.2 21.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 13.7 0.2 28.3 1.3 2.1 1.9 0.5 0.4 Delay (s) 45.1 21.0 59.8 23.8 30.1 24.6 27.7 21.8
Level of Service D C E C C C C C
Approach Delay (s) 23.5 26.1 26.0 22.9
Approach LOS CCCC
Intersection Summary
HCM 2000 Control Delay 25.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.57
Actuated Cycle Length (s) 65.5 Sum of lost time (s) 27.8 Intersection Capacity Utilization 52.7% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis AM Peak Hour 7: 15th Street & East Avenue Q Year 2045 Conditions
03/14/2022 Synchro 10 Report
Palmdale E Ave Q Complete Streets Project Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 5 160 30 15 315 15 40 30 25 30 30 10 Future Volume (vph) 5 160 30 15 315 15 40 30 25 30 30 10 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 0.99 1.00 0.93 1.00 0.96
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1770 1812 1767 1850 1770 1735 1770 1792 Flt Permitted 0.44 1.00 0.60 1.00 0.72 1.00 0.71 1.00
Satd. Flow (perm) 818 1812 1109 1850 1348 1735 1328 1792 Peak-hour factor, PHF 0.72 0.72 0.72 0.68 0.68 0.68 0.81 0.81 0.81 0.79 0.79 0.79 Adj. Flow (vph) 7 222 42 22 463 22 49 37 31 38 38 13
RTOR Reduction (vph) 0 10 00300 2 400 1 00
Lane Group Flow (vph) 7 254 0 22 482 0 49 44 0 38 41 0
Confl. Peds. (#/hr) 3 3
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 4826
Permitted Phases 4826
Actuated Green, G (s) 13.6 13.6 13.6 13.6 6.8 6.8 6.8 6.8 Effective Green, g (s) 13.6 13.6 13.6 13.6 6.8 6.8 6.8 6.8 Actuated g/C Ratio 0.46 0.46 0.46 0.46 0.23 0.23 0.23 0.23 Clearance Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 378 838 513 855 311 401 307 414
v/s Ratio Prot 0.14 c0.26 0.03 0.02
v/s Ratio Perm 0.01 0.02 c0.04 0.03
v/c Ratio 0.02 0.30 0.04 0.56 0.16 0.11 0.12 0.10
Uniform Delay, d1 4.3 4.9 4.3 5.7 9.0 8.9 8.9 8.9
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.0 0.2 0.0 0.9 0.2 0.1 0.2 0.1
Delay (s) 4.3 5.1 4.4 6.6 9.3 9.0 9.1 9.0
Level of Service A A A A A A A A
Approach Delay (s) 5.1 6.5 9.1 9.1
Approach LOS AAAA
Intersection Summary
HCM 2000 Control Delay 6.7 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.43
Actuated Cycle Length (s) 29.4 Sum of lost time (s) 9.0 Intersection Capacity Utilization 33.9% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis AM Peak Hour 9: 12th Street & East Avenue Q Year 2045 Conditions
03/14/2022 Synchro 10 Report
Palmdale E Ave Q Complete Streets Project Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 25 170 15 10 345 10 25 30 10 15 25 15 Future Volume (vph) 25 170 15 10 345 10 25 30 10 15 25 15 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.96 1.00 0.94
Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1549 1767 1855 1770 1792 1770 1758 Flt Permitted 0.45 1.00 1.00 0.61 1.00 0.66 1.00 0.71 1.00 Satd. Flow (perm) 845 1863 1549 1141 1855 1221 1792 1329 1758 Peak-hour factor, PHF 0.73 0.73 0.73 0.79 0.79 0.79 0.60 0.60 0.60 0.25 0.25 0.25 Adj. Flow (vph) 34 233 21 13 437 13 42 50 17 60 100 60
RTOR Reduction (vph) 0 0 12 0100 1 200 2 30
Lane Group Flow (vph) 34 233 9 13 449 0 42 55 0 60 137 0 Confl. Peds. (#/hr) 2 2
Turn Type Perm NA Perm Perm NA Perm NA Perm NA
Protected Phases 4826
Permitted Phases 4 4 8 2 6
Actuated Green, G (s) 13.6 13.6 13.6 13.6 13.6 8.5 8.5 8.5 8.5 Effective Green, g (s) 13.6 13.6 13.6 13.6 13.6 8.5 8.5 8.5 8.5 Actuated g/C Ratio 0.44 0.44 0.44 0.44 0.44 0.27 0.27 0.27 0.27 Clearance Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 369 814 677 498 811 333 489 363 480
v/s Ratio Prot 0.13 c0.24 0.03 c0.08
v/s Ratio Perm 0.04 0.01 0.01 0.03 0.05
v/c Ratio 0.09 0.29 0.01 0.03 0.55 0.13 0.11 0.17 0.29
Uniform Delay, d1 5.1 5.6 5.0 5.0 6.5 8.5 8.5 8.6 8.9
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.1 0.2 0.0 0.0 0.8 0.2 0.1 0.2 0.3 Delay (s) 5.2 5.8 5.0 5.0 7.3 8.7 8.6 8.8 9.2
Level of Service AAAAA AA AA
Approach Delay (s) 5.7 7.3 8.6 9.1
Approach LOS AAAA
Intersection Summary
HCM 2000 Control Delay 7.4 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.45
Actuated Cycle Length (s) 31.1 Sum of lost time (s) 9.0 Intersection Capacity Utilization 36.3% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis AM Peak Hour 15: 20th Street & East Avenue Q Year 2045 Conditions
03/14/2022 Synchro 10 Report
Palmdale E Ave Q Complete Streets Project Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 25 140 50 20 280 80 50 80 10 40 40 15 Future Volume (vph) 25 140 50 20 280 80 50 80 10 40 40 15 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.96 1.00 0.97 1.00 0.98 1.00 0.96
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1770 1789 1770 1801 1770 1832 1770 1785 Flt Permitted 0.46 1.00 0.58 1.00 0.71 1.00 0.68 1.00
Satd. Flow (perm) 862 1789 1078 1801 1328 1832 1270 1785 Peak-hour factor, PHF 0.64 0.64 0.64 0.80 0.80 0.80 0.77 0.77 0.77 0.81 0.81 0.81 Adj. Flow (vph) 39 219 78 25 350 100 65 104 13 49 49 19 RTOR Reduction (vph) 0 18 0 0 14 00400 1 30
Lane Group Flow (vph) 39 279 0 25 436 0 65 113 0 49 55 0 Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 4826
Permitted Phases 4826
Actuated Green, G (s) 13.4 13.4 13.4 13.4 7.7 7.7 7.7 7.7 Effective Green, g (s) 13.4 13.4 13.4 13.4 7.7 7.7 7.7 7.7 Actuated g/C Ratio 0.45 0.45 0.45 0.45 0.26 0.26 0.26 0.26 Clearance Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 383 796 479 801 339 468 324 456
v/s Ratio Prot 0.16 c0.24 c0.06 0.03
v/s Ratio Perm 0.05 0.02 0.05 0.04
v/c Ratio 0.10 0.35 0.05 0.54 0.19 0.24 0.15 0.12
Uniform Delay, d1 4.9 5.5 4.7 6.1 8.8 8.9 8.7 8.6
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.1 0.3 0.0 0.8 0.3 0.3 0.2 0.1
Delay (s) 5.0 5.8 4.8 6.9 9.0 9.1 8.9 8.7
Level of Service A A A A A A A A
Approach Delay (s) 5.7 6.8 9.1 8.8
Approach LOS AAAA
Intersection Summary
HCM 2000 Control Delay 7.0 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.43
Actuated Cycle Length (s) 30.1 Sum of lost time (s) 9.0 Intersection Capacity Utilization 37.7% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis PM Peak Hour 3: Sierra Highway & East Avenue Q Year 2045 Conditions
03/14/2022 Synchro 10 Report
Palmdale E Ave Q Complete Streets Project Page 1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 165 590 600 100 540 905
Future Volume (vph) 165 590 600 100 540 905
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 7.0 7.0 6.8 7.0 7.0 6.8
Lane Util. Factor 1.00 1.00 0.95 1.00 1.00 0.95
Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 1.00 0.85 1.00 1.00
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 1575 3539 1570 1770 3539
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1770 1575 3539 1570 1770 3539
Peak-hour factor, PHF 0.82 0.82 0.87 0.87 0.90 0.90
Adj. Flow (vph) 201 720 690 115 600 1006
RTOR Reduction (vph) 0 16 0 50 0 0
Lane Group Flow (vph) 201 704 690 65 600 1006
Confl. Peds. (#/hr) 3 1 1
Turn Type Prot pm+ov NA pm+ov Prot NA
Protected Phases 678674
Permitted Phases 6 8
Actuated Green, G (s) 16.6 51.3 28.7 45.3 34.7 28.7
Effective Green, g (s) 16.6 51.3 28.7 45.3 34.7 28.7
Actuated g/C Ratio 0.16 0.51 0.28 0.45 0.34 0.28
Clearance Time (s) 7.0 7.0 6.8 7.0 7.0 6.8
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 291 910 1007 705 609 1007
v/s Ratio Prot 0.11 c0.27 0.19 0.02 c0.34 c0.28
v/s Ratio Perm 0.18 0.03
v/c Ratio 0.69 0.77 0.69 0.09 0.99 1.00
Uniform Delay, d1 39.7 20.1 32.0 15.9 32.8 36.0
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 6.9 4.2 1.9 0.1 32.4 27.9
Delay (s) 46.6 24.2 34.0 16.0 65.2 63.9
Level of Service D C C B E E
Approach Delay (s) 29.1 31.4 64.4
Approach LOS C C E
Intersection Summary
HCM 2000 Control Delay 46.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.99
Actuated Cycle Length (s) 100.8 Sum of lost time (s) 20.8 Intersection Capacity Utilization 73.9% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis PM Peak Hour 4: 10th Street & East Avenue Q Year 2045 Conditions
03/14/2022 Synchro 10 Report
Palmdale E Ave Q Complete Streets Project Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 15 545 80 35 560 30 140 80 70 65 145 55 Future Volume (vph) 15 545 80 35 560 30 140 80 70 65 145 55 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 7.0 6.5 7.0 6.5 7.0 7.3 7.0 7.3
Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 0.99 1.00 0.93 1.00 0.96
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1770 3460 1770 3512 1770 1722 1770 1780 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (perm) 1770 3460 1770 3512 1770 1722 1770 1780 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.69 0.69 0.69 0.63 0.63 0.63 Adj. Flow (vph) 16 599 88 38 615 33 203 116 101 103 230 87 RTOR Reduction (vph) 0 10 00400 3 200 1 40
Lane Group Flow (vph) 16 677 0 38 644 0 203 185 0 103 303 0 Confl. Peds. (#/hr) 3 3 1 1
Confl. Bikes (#/hr) 11
Turn Type Prot NA Prot NA Prot NA Prot NA
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases
Actuated Green, G (s) 3.1 22.3 3.1 22.3 13.6 20.0 13.6 20.0 Effective Green, g (s) 3.1 22.3 3.1 22.3 13.6 20.0 13.6 20.0 Actuated g/C Ratio 0.04 0.26 0.04 0.26 0.16 0.23 0.16 0.23 Clearance Time (s) 7.0 6.5 7.0 6.5 7.0 7.3 7.0 7.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 63 888 63 902 277 396 277 410
v/s Ratio Prot 0.01 c0.20 c0.02 0.18 c0.11 0.11 0.06 c0.17 v/s Ratio Perm
v/c Ratio 0.25 0.76 0.60 0.71 0.73 0.47 0.37 0.74
Uniform Delay, d1 40.7 29.8 41.2 29.4 34.9 28.8 32.8 31.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.1 3.9 15.2 2.7 9.6 0.9 0.8 6.8
Delay (s) 42.9 33.7 56.5 32.1 44.5 29.7 33.6 37.8
Level of Service D C E C D C C D
Approach Delay (s) 33.9 33.4 36.8 36.8
Approach LOS CCDD
Intersection Summary
HCM 2000 Control Delay 34.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.74
Actuated Cycle Length (s) 86.8 Sum of lost time (s) 27.8 Intersection Capacity Utilization 65.0% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis PM Peak Hour 7: 15th Street & East Avenue Q Year 2045 Conditions
03/14/2022 Synchro 10 Report
Palmdale E Ave Q Complete Streets Project Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 15 500 85 15 575 10 45 35 35 35 50 15 Future Volume (vph) 15 500 85 15 575 10 45 35 35 35 50 15 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 1.00 1.00 0.93 1.00 0.97
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1770 1816 1770 1857 1770 1723 1770 1798 Flt Permitted 0.31 1.00 0.29 1.00 0.70 1.00 0.70 1.00
Satd. Flow (perm) 583 1816 540 1857 1311 1723 1308 1798 Peak-hour factor, PHF 0.85 0.85 0.85 0.89 0.89 0.89 0.83 0.83 0.83 0.80 0.80 0.80 Adj. Flow (vph) 18 588 100 17 646 11 54 42 42 44 62 19
RTOR Reduction (vph) 0800100 3 300 1 00
Lane Group Flow (vph) 18 680 0 17 656 0 54 51 0 44 72 0 Confl. Bikes (#/hr) 3 1
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 4826
Permitted Phases 4826
Actuated Green, G (s) 20.5 20.5 20.5 20.5 7.6 7.6 7.6 7.6 Effective Green, g (s) 20.5 20.5 20.5 20.5 7.6 7.6 7.6 7.6 Actuated g/C Ratio 0.55 0.55 0.55 0.55 0.20 0.20 0.20 0.20 Clearance Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 322 1003 298 1026 268 352 267 368
v/s Ratio Prot c0.37 0.35 0.03 0.04
v/s Ratio Perm 0.03 0.03 c0.04 0.03
v/c Ratio 0.06 0.68 0.06 0.64 0.20 0.14 0.16 0.19
Uniform Delay, d1 3.8 5.9 3.8 5.7 12.2 12.1 12.1 12.2
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.1 1.8 0.1 1.3 0.4 0.2 0.3 0.3
Delay (s) 3.9 7.8 3.9 7.1 12.6 12.3 12.4 12.5
Level of Service A A A A B B B B
Approach Delay (s) 7.7 7.0 12.4 12.5
Approach LOS AABB
Intersection Summary
HCM 2000 Control Delay 8.2 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.55
Actuated Cycle Length (s) 37.1 Sum of lost time (s) 9.0 Intersection Capacity Utilization 48.1% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis PM Peak Hour 9: 12th Street & East Avenue Q Year 2045 Conditions
03/14/2022 Synchro 10 Report
Palmdale E Ave Q Complete Streets Project Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 55 565 60 45 560 30 45 45 20 15 25 20 Future Volume (vph) 55 565 60 45 560 30 45 45 20 15 25 20 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 0.99 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.99 1.00 0.95 1.00 0.93
Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1550 1769 1849 1770 1765 1770 1729 Flt Permitted 0.29 1.00 1.00 0.36 1.00 0.64 1.00 0.71 1.00 Satd. Flow (perm) 540 1863 1550 665 1849 1199 1765 1319 1729 Peak-hour factor, PHF 0.97 0.97 0.97 0.88 0.88 0.88 0.86 0.86 0.86 0.25 0.25 0.25 Adj. Flow (vph) 57 582 62 51 636 34 52 52 23 60 100 80
RTOR Reduction (vph) 0 0 28 0200 1 500 2 70
Lane Group Flow (vph) 57 582 34 51 668 0 52 60 0 60 153 0 Confl. Peds. (#/hr) 1 1
Confl. Bikes (#/hr) 11
Turn Type Perm NA Perm Perm NA Perm NA Perm NA
Protected Phases 4826
Permitted Phases 4 4 8 2 6
Actuated Green, G (s) 22.5 22.5 22.5 22.5 22.5 9.7 9.7 9.7 9.7 Effective Green, g (s) 22.5 22.5 22.5 22.5 22.5 9.7 9.7 9.7 9.7 Actuated g/C Ratio 0.55 0.55 0.55 0.55 0.55 0.24 0.24 0.24 0.24 Clearance Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 294 1017 846 363 1009 282 415 310 407 v/s Ratio Prot 0.31 c0.36 0.03 c0.09
v/s Ratio Perm 0.11 0.02 0.08 0.04 0.05
v/c Ratio 0.19 0.57 0.04 0.14 0.66 0.18 0.15 0.19 0.38
Uniform Delay, d1 4.7 6.2 4.3 4.6 6.6 12.6 12.5 12.6 13.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.3 0.8 0.0 0.2 1.6 0.3 0.2 0.3 0.6 Delay (s) 5.1 7.0 4.4 4.8 8.3 12.9 12.6 12.9 13.8
Level of Service AAAAA BB BB
Approach Delay (s) 6.6 8.0 12.7 13.6
Approach LOS AABB
Intersection Summary
HCM 2000 Control Delay 8.5 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.58
Actuated Cycle Length (s) 41.2 Sum of lost time (s) 9.0 Intersection Capacity Utilization 55.9% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis PM Peak Hour 15: 20th Street & East Avenue Q Year 2045 Conditions
03/14/2022 Synchro 10 Report
Palmdale E Ave Q Complete Streets Project Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 15 445 110 20 475 55 90 90 25 70 140 35 Future Volume (vph) 15 445 110 20 475 55 90 90 25 70 140 35 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.97 1.00 0.98 1.00 0.97 1.00 0.97
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1770 1807 1770 1830 1763 1802 1770 1798 Flt Permitted 0.35 1.00 0.26 1.00 0.64 1.00 0.66 1.00
Satd. Flow (perm) 648 1807 491 1830 1182 1802 1237 1798 Peak-hour factor, PHF 0.80 0.80 0.80 0.91 0.91 0.91 0.79 0.79 0.79 0.91 0.91 0.91 Adj. Flow (vph) 19 556 138 22 522 60 114 114 32 77 154 38 RTOR Reduction (vph) 0 10 00500 1 00080
Lane Group Flow (vph) 19 684 0 22 577 0 114 136 0 77 184 0 Confl. Peds. (#/hr) 4 4
Confl. Bikes (#/hr) 4 1
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 4826
Permitted Phases 4826
Actuated Green, G (s) 25.5 25.5 25.5 25.5 12.1 12.1 12.1 12.1 Effective Green, g (s) 25.5 25.5 25.5 25.5 12.1 12.1 12.1 12.1 Actuated g/C Ratio 0.55 0.55 0.55 0.55 0.26 0.26 0.26 0.26 Clearance Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 354 988 268 1001 306 467 321 466
v/s Ratio Prot c0.38 0.32 0.08 c0.10
v/s Ratio Perm 0.03 0.04 0.10 0.06
v/c Ratio 0.05 0.69 0.08 0.58 0.37 0.29 0.24 0.39
Uniform Delay, d1 4.9 7.7 5.0 7.0 14.1 13.8 13.6 14.2
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.1 2.1 0.1 0.8 0.8 0.3 0.4 0.6
Delay (s) 5.0 9.8 5.1 7.8 14.9 14.2 14.0 14.8
Level of Service A A A A B B B B
Approach Delay (s) 9.7 7.7 14.5 14.6
Approach LOS AABB
Intersection Summary
HCM 2000 Control Delay 10.4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.60
Actuated Cycle Length (s) 46.6 Sum of lost time (s) 9.0 Intersection Capacity Utilization 56.6% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
Concept Design
F
AVENUE Q
AVENUE Q
10TH STREET
AVENUE Q
AVENUE Q
AVENUE Q
AVENUE Q
AVENUE Q
AVENUE Q
20TH STREET
17TH STREET
15TH STREET
15TH PLACE
16TH STREET
16TH PLACE
17TH STREET
18TH STREET
15TH STREET
ORCHID VIEW PLACE
12TH STREET
12TH STREET
10TH STREET
AVENUE Q
AVENUE Q
AVENUE Q
AVENUE Q
AVENUE Q
AVENUE QAVENUE Q
AVENUE Q
AVENUE Q
AVENUE Q
AVENUE Q
AVENUE Q
11TH STREET
9TH STREET
8TH STREET
RAMBLER AVENUE
SIERRA HIGHWAY AVENUE Q
20TH STREETAVTA Bus Zone
AVTA Bus Zone
AVTA Bus Zone AVTA Bus Zone
AVTA Bus Zone AVTA Bus Zone
H:\G0000\G0041_P_Palmdale Ave Q\PRODUCTION\CADD\_PLANS\G0041_CL_CONCEPTS.dwg2/3/2022THIS IS A PRELIMINARY DOCUMENT. ALL RESULTS, RECOMMENDATIONS,COST OPINIONS, AND COMMENTARY CONTAINED HEREIN ARE BASED ONLIMITED AVAILABLE DATA AT THE TIME OF PREPARATION. FURTHERENGINEERING ANALYSIS AND DESIGN ARE NECESSARY PRIOR TOIMPLEMENTING ANY OF THE RECOMMENDATIONS CONTAINED HEREIN. THISDOCUMENT IS AN INSTRUMENT OF PROFESSIONAL SERVICE. REUSE ORALTERATION IS AT THE USER'S SOLE RISK.DATEREVISIONBYNO. APVDREUSE OF DOCUMENTSALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.CHKDSGNDRAPVD PROJECT NO.DATEDRAWING NO.SHEET NO.
CONCEPTUAL DESIGNPRELIMINARY - NOT FOR CONSTRUCTIONAVENUE QCITY OF PALMDALEG0041OF 1527 W. 7TH STREET, SUITE 701LOS ANGELES, CA 90014PHONE: 213.257.8680www.tooledesign.comTDG Engineering, Inc., an affiliate of:2/3/20221CONCEPTUALAVENUE QSIERRA HIGHWAY TO 20TH STREET N80'240'160'SCALE IN FEET0
PALMDALE
EAST
AVENUE Q
COMPLETE
STREETS
PROJECT
FINAL | April 2022
E c o n o m i c a n d C o m m u n i t y D e v e l o p m e n t D e p a r t m e n t P l a n n i n g D i v i s i o n
East Avenue Q Complete Streets Study
Palmdale City Council
August 17, 2022
Proposal • A multimodal corridor plan
for a 1.4-mile segment of
East Avenue Q (from Sierra
Highway to 20th Street
East)
• Aims to aid in the creation
of a corridor that enhances
- Safety and connectivity
to future development
- Provides multimodal
access to the future
high-speed rail station
• Future development
requirements align with the
City’s General Plan Update
(Palmdale 2045)
Goals
The East Avenue Q Complete Streets Study sets forth the following goals:
• Develop a multimodal corridor plan;
• Enhance pedestrian and bicycle activity and safety;
• Develop planning-level recommendations to address shade and wind; • Provide a framework for modifying roadway geometry and sidewalk improvements that will promote walking and biking;
• Develop designs for continuous bike facilities and sidewalks; and, • Ensure consistency with the City’s General Plan Update (Palmdale 2045).
Existing Conditions
Existing Transit Facilities
Public Outreach
Outreach activities included:
• A survey (open from March to May 2021)
• Two virtual workshops with Q&A sessions (held in May and August 2021)
• Two in-person pop-up events (held in August of 2021)
• One youth focus group (held in August 2021)
A Technical Working Group consisting of 18 members representing local and regional organizations, LA County staff, and City of Palmdale staff met 3 times in 2021
Community Feedback
• General feedback received included:
• Dangerous driver behavior and lack of safe pedestrian and bicycle infrastructure is uncomfortable for pedestrians and cyclists
• Sidewalk-level bicycle lanes were preferred
• Support was received for traffic calming designs and a two- lane configuration
• Based on the feedback received, three potential design alternatives were developed
Recommendations for Design
Recommendations for Design Continued
Recommendation
Adopt Resolution No. CC 2022-086
approving the East Avenue Q
Complete Streets Study and find
that the study is exempt from
environmental review
City Council Staff Report
DATE: AUGUST 17, 2022
TO: HONORABLE MAYOR AND CITY COUNCIL
FROM: PUBLIC WORKS
ENGINEERING DIVISION
DISTRICT: 1
SUBJECT: PUBLIC HEARING TO ADOPT ORDINANCE NO. 1588, A N
ORDINANCE OF THE CITY COUNCIL OF THE CITY OF PALMDALE
LEVYING SPECIAL TAXES WITHIN CITY OF PALMDALE
COMMUNITY FACILITIES DISTRICT NO. 2022-1 (CITYWIDE
MAINTENANCE AND SERVICES)
ISSUE
Public Hearing to Adopt Ordinance No. 1588, an Ordinance of the City Council of the City of Palmdale levying special taxes within City of Palmdale Community Facilities District No. 2022-1 (Citywide Maintenance and Services).
RECOMMENDATION
Staff recommends that the City Council:
1. Hold a public hearing introducing the proposed Ordinance No. 1588;
2. Receive public testimony regarding the proposed Ordinance No. 1588;
3. Adopt Ordinance No. 1588 levying special taxes within City of Palmdale Community Facilities District No. 2022-1 (Citywide Maintenance and Services).
BACKGROUND
The Mello-Roos Community Facilities Act of 1982 (Government Code Section 53311 and following) contains the statutory framework pursuant to which the City of Palmdale (the “City”) or other local agencies may form a community facilities district (“CFD”) for the purpose of financing the purchase, construction, expansion, improvement or rehabilitation of public facilities or the provision of certain authorized public services. A CFD may finance such public facilities or services through the levy of special taxes on property within the geographic boundaries of the CFD.
On June 1, 2022, the City Council adopted Resolution No. CC 2022-060 entitled “A Resolution of the City Council of the City of Palmdale Declaring Its Intention to Establish a Community Facilities District and to Authorize the Levy of Special Taxes Therein – stating its intention to establish the City of Palmdale Community Facilities District No.
Report to Mayor and City Council
Re: Ordinance No. 1588
August 17, 2022