Vista City Council
October 28, 2025

ACTION:
____________________________

Clerk/Secretary
Department: City Manager Item No: D2
Prepared by: John Conley, City Manager Meeting Date: October 28, 2025 Approved by: John Conley, City Manager Agenda Location: Discussion S
UBJECT: DOWNTOWN COMMITTEE RECOMMENDATIONS TO CITY COUNCIL RE
COMMENDATION: Discuss the recommendations of the Downtown Committee and provide direction to staff.

CO
RRELATION TO CITY COUNCIL GOALS: A Cleaner, More Beautiful Vista; Parks and Recreation; Economic Development; and Traffic: Continue to Improve the Flow of Traffic for All Forms of Travel, Reduce Congestion, and Improve Roads and Sidewalks.

P
RIOR ACTION: On October 22, 2024, reaffirmed support of staff’s recommendations with the addition of a committee member from the Community Safety Committee and the appointment of Councilmember Contreras, and directed staff bring back conceptual sketches to City Council for discussion prior to expending funds on traffic engineering analysis (Vote: 5-0).

A
complete list of prior City Council actions is attached as Exhibit 5.

STATEMENT ON THE SUBJECT: On October 22, 2024, the City Council directed staff to establish the Downtown Committee, comprising an Ad-Hoc Committee made up of a combination of elected and appointed City officials, downtown business and property owners, Chamber of Commerce representation, and residents, as follows:
• One member of the City Council – Corinna Contreras (Chair) • One member of the Planning Commission – Lisa De Jesus • One member of the Traffic Commission – Sharon Larimer • One member of the CVBID Advisory Committee – Terry Woods (Vice Chair) • One member representing the Chamber of Commerce – Lev Gershman • Two business owners in the Historic Downtown area – Natalie Trevino and Mike Zane • Two property owners in the Historic Downtown area – Clay McCarthy and Julie Lowen • Two residents in Historic Downtown area – Ann Pate and Deanna Faraone The Committee was staffed by the City Manager’s Office, Public Works, Economic Development, Planning and Engineering.

At the direction of the City Council, the committee appointments were made by City staff in early 2025, and a kickoff was held on March 7, 2025. The Committee developed a Work Plan to steer their efforts, which includes goals for the Committee’s work, as well as dates and descriptions for each meeting – the Work Plan is attached as Exhibit 1.

AGENDA
REPORT

CITY COUNCIL

COMMUNITY DEVELOPMENT COMMISSION

SUCCESSOR AGENCY

BUENA SANITATION DISTRICT

JOINT POWERS FINANCING AUTHORITY
10/28/2025
D2

MEETING DATE: October 28, 2025 PAGE 2
SUBJECT: DOWNTOWN COMMITTEE RECOMMENDATIONS TO CITY COUNCIL The Committee initially established the project area, or boundaries for this effort, to be the historic dow
ntown area bounded by Vista Village Drive to the north, Eucalyptus Avenue to the south, S. Citrus Avenue to the east, and S. Santa Fe Avenue to the west (Exhibit 2). The scope of work included a technical traffic analysis performed by a professional Traffic Engineer and a plan for the downtown area prepared by a professional Landscape Architect. The City contracted with Rick Planning and Engineering to perform the work and the final project report is included as Exhibit 3.

T
raffic and Parking Analysis. Early in the process, the Committee discussed parking availability and traffic operations within the project area, and selected three traffic transportation alternatives to model existing and proposed traffic conditions. The three alternatives selected were:

1. One-way circulator on Broadway and Main (and keep all north/south streets two-way)

2. Closing Indiana between Main and Broadway

3. One-way circulator on Broadway and Main with interim closure of Indiana (developed by traffic engineering staff)
The traffic analysis evaluated parking conditions within the project area and analyzed the operations at all of the intersections under each alternative. The parking analysis evaluated all on-street and surface parking in the project area and counted parking occupancy on a weekday (Thursday) and a weekend day (Saturday).

The parking evaluation determined that maximum parking occupancy was 65% during evening hours, at approximately 5:00 PM on both days counted. The traffic analysis determined that all of the project area intersections would operate at acceptable levels of service under the three traffic alternatives analyzed; the recommended improvements would not result in significant traffic impacts.

Fol
lowing a discussion of the various traffic alternatives, the Committee chose alternative 3, a one-way circulator on Broadway and Main, and allowing the temporary closure of S. Indiana Avenue for special events. This alternative would provide an opportunity to add on-street parking along Main and Broadway and is projected to increase public parking by an estimated 60 to 70 spaces.

Landscape A
rchitect Assessment. The Downtown Committee’s evaluation of the project area included a review and assessment of the public space within the downtown area by a professional Landscape Architect (LSA). The LSA reviewed existing conditions with the Committee and discussed specific recommendations for improvements to the area including a new landscape plan, pedestrian improvements and associated amenities, parking, traffic calming, wayfinding, lighting, public art, and associated improvements. The LSA further reviewed the City’s property at the corner of Main Street and S. Indiana Avenue where the existing public parking lot and gazebo is located, to make recommendations on future use of this property. The Committee recommended expanding public recreational and open space uses on the City’s corner property, which are reflected in the park plan presented as part of the project, and as described below.

D
owntown Plan. The final recommendations of the Downtown Committee are reflected in the Downtown Plan (Exhibit 4). The Downtown Plan was developed to reflect the recommendations of the Committee in a graphic representation, noting the improvements proposed in the accompanying key. Following the development of the Plan, the Committee discussed the specific improvements and categorized them into short-, medium-, and long-term recommendations. The Committee’s recommendations are as follows:

S
hort-Term (2030 or Before)
 = Highest Priority
 Develop a one-way circulation pattern on Main Street and Broadway to increase on-street parking.  Review all available on-street parking opportunities and increase parking where feasible.  Provide ride share drop off zones on Main Street and Broadway 10/28/2025
D2

MEETING DATE: October 28, 2025 PAGE 3
SUBJECT: DOWNTOWN COMMITTEE RECOMMENDATIONS TO CITY COUNCIL • Review accessible parking space locations for even distribution within the project area. • Replace street trees and landscaping within the project area to improve safety and aesthetics; develop and i
mplement unified landscape plan for the project area as shown on the Downtown Plan. • Develop bulb-outs and seating areas within the project area to improve pedestrian safety and comfort. • Identify locations for new public art; fund and install new artworks. Maintain public art in the project area.
• Improve lighting and implement pedestrian-level lighting where feasible. • Provide additional bicycle racks.
• Provide wayfinding signage for public parking and features specific to this area; utilize public art. • Treat the alleys to improve pedestrian safety, implement speed humps in the alleys. • Allow closure of S. Indiana Avenue between Main Street and Broadway on a temporary basis for special events in the evenings and on weekends. Define street closure methods using artistic or unique barriers for more frequent street closures.
• Provide opportunities for additional shade in the City’s public parking lot with shade sails. • Preserve patio areas and define new outdoor dining/seating spaces for businesses in the project area. • Better pedestrian connections to the project area from the Transit Center, Vista Village, and surroundi ng
nei
ghborhoods.

M
edium-Term (2035 or Before)
• Define the northern portion of S. Indiana (from Main to Broadway) with accent paving, landscape treatment, and other design alternatives to denote a main gathering area. • Develop a new park on the City’s property at the southeast corner of Main Street/Indiana; retain parking per
pendicular to the alley. Park amenities should include:
o Green open space and trees/shade
o Seating areas + adult swing
o Event space or stage w/ utilities
o Vendor friendly areas
o Replace gazebo
o Public art
o Drinking fountain
o Pet friendly
o Kids play area
o Bicycle parking
Long
-Term (Past 2035)
• Define the southern portion of S. Indiana Avenue (from Broadway to Eucalyptus) with accent paving to match the northern portion.
• Cover the Buena Vista Creek channel and develop a pedestrian walkway and plaza area. Ext end
pedes
trian trail from city’s parking lot (on Broadway) to S. Santa Fe Avenue.

S
taff recommend that the City Council discuss the improvements recommended by the Downtown Committee and provide direction. If the City Council is satisfied with the recommendations of the Committee, staff will return for final review of the Downtown Plan, including any required environmental clearance, and make recommendations for new projects and funding as part of the Capital Improvement Program (CIP) budgeting process. If the City Council would like to change any of these recommendations, staff can return with the Downtown Plan, as modified, for the City Council’s consideration.

F
ISCAL IMPACT: There is no direct fiscal impact associated with this discussion item.

E
XHIBITS:

1. Work Plan
10/28/2025
D2

MEETING DATE: October 28, 2025 PAGE 4
SUBJECT: DOWNTOWN COMMITTEE RECOMMENDATIONS TO CITY COUNCIL

2. Project Location Map

3. Project Report

4. Draft Downtown Plan

5. Prior City Council Actions
10/28/2025
D2

DOWNTOWN
VISTA

COMMITTEE
City Manager’s Office

WORK PLAN
Revised October 15, 2025
10/28/2025
D2

EXHIBIT 1

INTRODUCTION
The Downtown Committee was formed pursuant to City Council direction received on October 22, 2024, to evaluate parking, circulation, and public space within the historic downtown area. The Committee consists of 12 members as follows:

City Council: Corinna Contreras
Planning Commission: Lisa De Jesus
Traffic Commission: Sharon Larimer
CVBID Advisory Committee: Terry Woods
Community Safety Commission: Nicole Halle
Vista Chamber of Commerce: Lev Gershman
Business Owner: Natalie Trevino
Business Owner: Mike Zane
Property Owner: Julie Lowen
Property Owner: Clay McCarthy
Resident: Anne Pate
Resident: Deanna Faraone
GOALS
Strengthen community engagement through an open and transparent public process.

Improve parking and accessibility while maintaining adequate circulation.

Enhance downtown Vista’s public spaces through coordinated landscape and hardscape improvements, expanded amenities, and inclusive open areas that foster a unified theme and a family-friendly environment reflecting Vista's diversity.

Identify and enhance connections to the historic downtown from surrounding public uses and transportation hubs.

Create a Downtown Plan that can be used for future funding and capital projects.

WORK PLAN
Downtown Vista
Committee
10/28/2025
D2

WORK PLAN
KICKOFF MEETING – Vision for Downtown
March 7, 2025: AVO Playhouse
Introductions
Vision for Downtown
Presentations
COMMITEE MEETING #2 – Parking and Circulation
April 29, 2025 @ 6 pm: Civic Center, Morris B. Vance Community Room Review Draft Work Plan and Goals
Draft Work Plan to be distributed by staff and reviewed by Committee Discuss Goals, Work Plan and Future Dates
Hands-On Exercise to review circulation and parking concepts for analysis Break out groups with maps of Historic Downtown
Mark-up, post-its, stickers used to develop circulation and parking scenarios
Develop three scenarios for formal traffic analysis, or refine and bring back three recommendations at next meeting depending on the options presented
Prioritize short-term and long-term parking and circulation options List short-term plans, such as pilot parking concepts, drop-off zones, loading zones, etc.

Identify long-term parking or circulation options for inclusion in the plan, or further study
COMMITEE MEETING #3 – Walk Audit and Public Open Space
June 3, 2025 @ 6 pm: AVO Playhouse
Walk Audit of the Historic Downtown [those who wish to participate] Identify areas in need of wayfinding, accessibility improvements, and/or activation
Maps of the area provided for mark-up or notes
Develop recommendations for hands-on mapping exercise

WORK PLAN
Continued next page
Downtown Vista
Committee
10/28/2025
D2

COMMITEE MEETING #3 – Walk Audit and Public Open Space, continued
Landscape Architect/Consultant to review public space considerations Hands-On Exercise to review opportunities to enhance public space and connectivity
Break out groups back at AVO Playhouse with maps of Historic Downtown and/or easels with maps posted
Mark-up, post-its, stickers used to identify opportunities for public spaces and improvements, wayfinding, connections, etc.

Develop public space and accessibility recommendations for inclusion in the Downtown Plan
Develop a list and prioritize short-term and long-term opportunities for enhancement within the public right-of-way. Follow up with cost estimates
COMMITEE MEETING #4 – Parking and Circulation Analysis and Recommendations
June 23, 2025 @ 6 pm: Civic Center, Morris B. Vance Community Room Review Traffic Analysis with Traffic Consultant’s findings and recommendations
Traffic consultant’s modeling and analysis of the three scenarios distributed and reviewed by Committee
Discuss options presented and select a preferred alternative for inclusion in the Downtown Plan
COMMITEE MEETING #5 – Creating the Downtown Plan
August 28, 2025 @ 6 pm: Civic Center, Morris B. Vance Community Room Review final recommendations for parking and circulation along with public open space
Draft Downtown Plan final concepts presented and discussed Traffic Consultant presents final circulation and parking plan Landscape Architect/Consultant presents final public space and right-of-way recommendations
Make any final adjustments/recommendations related to the Downtown Plan
Develop and discuss draft budget estimates

WORK PLAN
Continued next page
Downtown Vista
Committee
10/28/2025
D2

COMMITEE MEETING #5 – Creating the Downtown Plan, continued Develop final recommendations to the City Council
Discuss final Downtown Plan and presentation to the City Council along with any additional recommendations
Provide phased cost estimates for the Downtown Plan to include in City Council recommendations
Discuss any potential funding sources for presentation to the City Council
COMMITEE MEETING #6 – Presentation of the Final Plan
September 29, 2025 @ 6 pm: Morris B. Vance Community Room City Staff & Rick Engineering will present to the Committee the final downtown plan, revisions to the park concept plan, and associated recommendations.

Staff will discuss timeframe expectations for the various policy recommendations and ask the Committee to group these
recommendations into short-term, medium-term, and long-term categories.

The Committee will discuss a final recommendation to the City Council. City Staff is tentatively planning to present the plan to the City Council on October 28.

CITY COUNCIL PRESENTATION – Committee Recommendations
October 28, 2025: @ 5:30 pm, Civic Center, Council Chambers Present final recommendations to the City Council in discussion format

WORK PLAN
Downtown Vista
Committee
10/28/2025
D2

Exhibit 1: Location Map
Historic Downtown – Project Area
City-owned or Successor Agency-owned properties
City-owned Gazebo property
10/28/2025
D2

EXHIBIT 2

FINAL REPORT
Downtown Vista
P
arking, Circulation, and Gazebo
Parking Lot Study
City of Vista
200 Civic Center Drive. Vista, CA 92084
O
ctober 21, 2025
10/28/2025
D2

EXHIBIT 3

DOWNTOWN VISTA

PARKING, CIRCULATION AND GAZEBO PARKING LOT STUDY
OCTOBER 21, 2025
P
REPARED FOR:

CI

TY OF VISTA
200 CIVIC CENTER DRIVE
VISTA, CA 92084
P
REPARED BY:

R
IC
10/28/2025
D2

TABLE OF CONTENTS

1.0 EXECUTIVE SUMMARY .............................................................................................................. 1

2.0 INTRODUCTION .......................................................................................................................... 3

3.0 EXISTING CONDITIONS ............................................................................................................. 5

4.0 PARKING AND CIRCULATION ALTERNATIVES DEVELOPMENT ....................................... 10

5.0 TRAFFIC ANALYSIS AND ALTERNATIVES ASSESSMENT .................................................. 15

5.1 PARKING SPACES GAINED ...................................................................................................... 15

5.2 EMERGENCY ACCESS IMPACT ............................................................................................... 20

5.3 TRAFFIC OPERATIONS OF THE STUDY NETWORK .............................................................. 20

5.4 OPPORTUNITIES TO ENHANCE THE USE OF PUBLIC SPACE ............................................. 21

5.5 TRAFFIC DIVERSIONS TO ALLEYS ......................................................................................... 22

5.6 PARKING AND CIRCULATION RESULTS ................................................................................ 23

6.0 DOWNTOWN LANDSCAPE PLAN AND GAZEBO PLAZA ALTERNATIVES ........................ 24

6.1 PUBLIC IMPROVEMENTS AND STREETSCAPE ENHANCEMENTS ........................................... 24

6.2 GAZEBO PLAZA CONCEPT ........................................................................................................ 25

7.0 DOWNTOWN COMMITTEE FINAL RECOMMENDATIONS .................................................... 31

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LIST OF EXHIBITS

Exhibit 2-1 Study Area Vicinity Map ....................................................................................................... 4 Exhibit 3-1 Existing (2025) Traffic Volumes ........................................................................................... 7 Exhibit 3-2 Existing (2025) Transportation Conditions .......................................................................... 8 Exhibit 4-1 Parking and Circulation Alternative 1 ................................................................................ 12 Exhibit 4-2 Parking and Circulation Alternative 2 ................................................................................ 13 Exhibit 4-3 Parking and Circulation Alternative 3 ................................................................................ 14 Exhibit 5-1 Parking Assessment for Alternative 1................................................................................ 17 Exhibit 5-2 Parking Assessment for Alternative 2................................................................................ 18 Exhibit 5-3 Parking Assessment for Alternative 3................................................................................ 19 Exhibit 6-1 Public Improvements and Streetscape Enhancements .................................................... 26 Exhibit 6-2 Gazebo Plaza Alternative 1 ............................................................................................... 27 Exhibit 6-3 Gazebo Plaza Alternative 2 ............................................................................................... 28 Exhibit 6-4 Gazebo Plaza Alternative 3 ............................................................................................... 29 Exhibit 6-5 Modified Gazebo Plaza Conceptual Plan .......................................................................... 30 Exhibit 7-1 Preferred Parking and Circulation Alternative 3 ................................................................ 34 Exhibit 7-2 Public Improvements and Streetscape Enhancements .................................................... 35 Exhibit 7-3 Modified Gazebo Plaza Conceptual Plan .......................................................................... 36 Exhibit 7-4 Modified Gazebo Plaza 3D Renderings ............................................................................ 37

LIST OF TABLES
Table 3-1 Existing Parking Occupancy Summary ................................................................................. 9 Table 5-5 Summary of Parking and Circulation Alternatives ............................................................... 23

APPENDICES
Appendix A Downtown Vista Work Plan
Appendix B Existing Traffic Volume Counts
Appendix C Existing Parking Occupancy Counts
Appendix D Parking and Circulation Alternative Exhibits Appendix E Synchro Analysis Tables and Worksheets
Appendix F Opinion of Probable Cost Breakdown
10/28/2025
D2

1.0 EXECUTIVE SUMMARY
The following study was prepared to support the City’s efforts to evaluate circulation, parking, and the enhancement of public spaces and the existing gazebo parking lot in the historic downtown area. The effort was led by a City-appointed Downtown Committee, with RICK retained to evaluate existing conditions, identify key opportunities and constraints, and develop feasible solutions that align with the community’s vision. The study developed and analyzed circulation and parking alternatives and landscape and plaza alternatives that reimagine the gazebo parking lot and assess the broader downtown to enhance landscape features and incorporate community priorities. These alternatives were presented during committee meetings hosted by the City, where input was gathered from the committee and the public to guide refinement and selection of a preferred alternative for incorporation into the Downtown Plan. The following summarizes the alternatives developed and the outcomes of the committee and community input ultimately comprising the Downtown Plan.

PARKING AND CIRCULATION ASSESSMENT FINDINGS

The following three parking and circulation alternatives were developed from community input and analyzed as part of this study:

Alternative 1: Main Street and E. Broadway One-Way Couplet Alternative 2: Permanent Closure of S. Indiana Avenue
Alternative 3: One-Way Couplet with Temporary Closure of S. Indiana Avenue

RICK assessed the parking supply, traffic operations, safety considerations, and impacts to the downtown circulation for these three alternatives and presented the information to the Downtown Committee. Ultimately, Alternative 3 was selected by the Downtown Committee as the preferred alternative.

PUBLIC IMPROVEMENTS AND STREETSCAPE ENHANCEMENTS ASSESSMENT AND GAZEBO

PLAZA ALTERNATIVES
As part of this study, RICK evaluated the downtown area to identify locations for public-space improvements to incorporate into a downtown concept plan, including developing concepts to reimagine the gazebo parking lot.

The following three gazebo plaza alternatives were developed by committee and community input:
• Gazebo Alternative 1 – Plaza with Gazebo Forward
• Gazebo Alternative 2 – Plaza with Tradition
• Gazebo Alternative 3 – Plaza with Curves

These public space improvements included evaluating access reconfiguration, hardscape upgrades, new landscaped areas, enhancements to public parking lots, and candidate locations for public art among other improvements.

Based on iterative feedback from the downtown committee and broader community through walk audits, open forums, and design workshops, RICK evaluated feasibility and benefits of these alternatives, then refined the concepts to reflect shared priorities for access, activation, and character.

The result was a revised Gazebo Plaza concept: a hybrid of Alternatives 1 and 2 that incorporated the most supported elements and addressed operational needs. This modified hybrid achieved consensus and was selected by the Downtown Committee as the preferred alternative.

1 10/28/2025
D2

The identified parking, circulation, and public improvements and streetscape enhancements including the Gazebo Plaza were consolidated into a Downtown Plan that outlines the improvements and key conceptual design programming elements through policy recommendations to guide final design and implementation as funding becomes available.

2 10/28/2025
D2

2.0 INTRODUCTION
The effort to evaluate street closures and public-space enhancements in Downtown Vista began at the Central Vista Business Improvement District (CVBID) Advisory Board meeting on March 4, 2024, which hosted an open discussion with business owners on improving circulation and parking. The topic went to City Council on March 26, 2024, and continued on October 8, 2024, when the Council approved establishing an ad-hoc committee to study public street closures, one-way operations, parking, and public-space use through technical analyses and conceptual design, and to make recommendations to the Council.

This study was prepared to support the City of Vista’s efforts to evaluate circulation, parking, and the enhancement of public spaces and the existing gazebo parking lot on the southeast corner of Main Street and S. Indiana Avenue in the historic downtown area. Guided by the City-appointed downtown committee, it documents existing conditions, key opportunities and constraints, and feasible solutions that reflect community priorities. While a Downtown Specific Plan (September 2015, amended January 2023) is already in place, this is a separate effort that focuses specifically on evaluating and conceptually designing improvements to circulation, parking, and the use of public space. Exhibit 2- 1 shows the downtown area vicinity map and outlines the study area that was evaluated.

To help guide this effort the City’s downtown committee developed the Downtown Vista Work Plan, included in Appendix A, to help establish study goals and a clear timeline with objectives, which aimed to build consensus on improvements to parking, circulation, and public space in the downtown area.

Through a sequence of focused meetings, the work plan outlined a process to define alternatives, identify a preferred approach, and develop a final recommendation for incorporation into the Downtown Plan for City Council consideration. The following is a timeline and brief overview of the meetings and their respective objectives:

Committee Meeting #1: Kick-Off Meeting (March 7, 2025)
• Openly discuss the goals for the Committee and the vision for Downtown Committee Meeting #2: Parking and Circulation (April 29, 2025) • Discuss parking concerns and opportunities to enhance circulation and develop three scenarios for formal traffic analysis.

Committee Meeting #3: Walk Audit and Public Open Space (June 3, 2025) • Identify areas in need of wayfinding, accessibility improvements, and/or activation. Develop a list of desired public space recommendations.

Committee Meeting #4: Parking and Circulation Analysis and Recommendations (June 23, 2025) • Review findings from the analysis of the three scenarios from Committee Meeting #2 and select a preferred alternative.

Committee Meeting #5: Creating the Public Improvements and Streetscape Enhancements Plan (August 28, 2025)
• Discuss recommendations for downtown public space improvements and review the three alternatives for the gazebo plaza, selecting design elements to move forward with.

Committee Meeting #6: Gazebo Plaza Final Recommendation (September 29, 2025) • Design elements selected in Meeting #5 were combined into a single final gazebo plaza concept and presented to the committee for approval. Although not originally included in the Downtown Vista Work Plan, this additional meeting was necessary to finalize the gazebo plaza conceptual design. The Downtown Plan was approved by the committee.

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LEGEND
EXHIBIT 2-1

STUDY AREA VICINITY MAP
AV
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MAIN ST
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WASHIN G
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EUCALYPTUS AV
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TA FE AV
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AV
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IND
IANA
S.

IND
IANA

AV
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AV
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DOWNTOWN VISTA PARKING, CIRCULATION AND GAZEBO PARKING LOT STUDY 4 10/28/2025
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3.0 EXISTING CONDITIONS
Historic Downtown Vista is bounded by Vista Village Drive to the north, S. Santa Fe Avenue to the west, Citrus Avenue to the east, and Eucalyptus Avenue to the south. The district features a compact street grid with one to two-story commercial buildings, on-street parking, several alleys and small surface lots. The gazebo area functions as a central public space and focal point for community gatherings and events. The following section identifies each roadway’s functional classification and summarizes its characteristics.

Study Roadway Segments

Santa Fe Avenue is classified as a 4-lane major street under the City of Vista Circulation Element, December 2011. Currently, it is constructed as a four-lane divided roadway north of Main Street and transitions to a two-lane roadway between Main Street and Eucalyptus Avenue with on-street parking and bus bays for NCTD Routes 305, 334, and NCTD+ Route 634. Within the study area, N. Santa Fe Avenue extends from Vista Village Drive to Main Street and S. Santa Fe Avenue begins south of Main Street. The corridor is signalized at its intersections with Vista Village Drive and Main Street. South of Main Street, S. Santa Fe Avenue features a Class III shared bicycle facility with sharrow markings, while a Class II northbound bike lane is provided between Main Street and Vista Village Drive. The posted speed limit along S. Santa Fe Avenue within the project area is 35 mph.

Main Street is an unclassified 2-lane street under the City of Vista Circulation Element, December 2011. It is currently constructed as an east–west local street with a raised median between S. Santa Fe Avenue and N. Indiana Avenue/Hanes Place. Main Street is signalized at its intersections with S.

Santa Fe Avenue and Vista Village Drive and operates under all-way stop control at N. Indiana Avenue/Hanes Place, S. Indiana Avenue, and Citrus Avenue. At the intersection of Main Street and Michigan Avenue, stop control is provided on the Michigan Avenue southbound approach. On-street parking along Main Street includes a mix of parallel and diagonal spaces between S. Santa Fe Avenue and Citrus Avenue. There are no posted speed limits, transit routes, or designated bicycle facilities along this segment of Main Street.

E. Broadway is an unclassified 2-lane street under the City of Vista Circulation Element. It is currently constructed as a 2-lane local roadway running east-west between S. Santa Fe Avenue and Citrus Avenue. E. Broadway operates under all-way stop control at S. Indiana Avenue and Citrus Avenue.

At the intersection of E. Broadway and S. Santa Fe Avenue, stop control is provided on the E.

Broadway westbound approach. Currently, diagonal parking is available along both sides of this road between S. Santa Fe Avenue and Citrus Avenue and parallel parking is currently provided along the south side of this road between S. Indiana Avenue and Citrus Avenue. There are currently no posted speed limits along this roadway. There are no posted speed limits, transit routes, or designated bicycle facilities along this segment of E. Broadway.

Indiana Avenue is an unclassified roadway in the City of Vista Circulation Element. It is currently constructed as a 2-lane local roadway running north-south. N. Indiana Avenue extends from Vista Village Drive to Main Street and S. Indiana Avenue begins approximately 150 feet to the east of this alignment between Main Street and Eucalyptus Avenue. Due to this offset, the north leg of Indiana Avenue aligns with Hanes Place on the south approach. At Main Street, the southbound approach on N. Indiana Avenue is stop-controlled, and Hanes Place operates as a one-way southbound alley. S.

Indiana Avenue provides all-way stop control at its intersections with Main Street and E. Broadway.

On-street parallel parking is provided along both sides of N. Indiana Avenue. S. Indiana Avenue 5 10/28/2025
D2

provides diagonal spaces along the east side and parallel spaces along the west side. There are no posted speed limits, transit routes, or designated bicycle facilities on S. Indiana Avenue between Main Street and Eucalyptus Avenue.

To develop feasible parking and circulation alternatives for the Downtown Plan, existing conditions, constraints, and opportunities were first identified. In coordination with City staff, the following intersections and roadway segments were evaluated for the parking and circulation assessment:

Study Intersections

1. Vista Village Drive and Sante Fe Avenue

2. Vista Village Drive and N. Indiana Avenue

3. Vista Village Drive and Michigan Avenue

4. Vista Village Drive and Citrus Avenue

5. Vista Village Drive and Main Street

6. Main Street and S. Santa Fe Avenue

7. Main Street and N. Indiana Avenue/ Hanes Place

8. Main Street and S. Indiana Avenue

9. Main Street and Michigan Avenue

10. Main Street and Citrus Avenue

11. E. Broadway and S. Santa Fe Avenue

12. E. Broadway and S. Indiana Avenue

13. E. Broadway and Citrus Avenue

To better understand existing circulation in the downtown area, intersection and roadway segment traffic counts, along with parking occupancy surveys, were collected to identify deficiencies and opportunities to improve parking and circulation within the study area. Site walks were also conducted to verify existing conditions, observe traffic patterns, assess pedestrian access, and document the use of public spaces within the study area. Data collection occurred on typical weekdays and weekends to capture representative traffic and parking conditions of the downtown area.

Existing traffic volumes at the study roadway and intersections were obtained from traffic counts conducted by Field Data Services. The turning movement counts were conducted on Thursday, March 20, 2025, during the AM (7:00-9:00) and PM (4:00-6:00) peak periods. Roadway segment counts were conducted on Thursday March 20, 2025, and Saturday March 22, 2025. Exhibit 3-1 shows the existing intersection traffic counts. Exhibit 3-2 shows the existing lane configuration at the intersections within the study area. Appendix B contains the manual turning movement count sheets and roadway segment count sheets.

Existing parking supply counts were conducted by Field Data Services for public on-street and surface parking lots within the study area as well as adjacent areas commonly used by downtown patrons, including Eucalyptus Avenue and S. Santa Fe Avenue. The parking counts were conducted for one- hour increments on Thursday March 20, 2025, between 7:00AM and 10:00PM, and Saturday March 22, 2025, between 7:00AM and 10:00PM. Appendix C contains the summary of the public parking occupancy counts.

Table 3-1 summarizes the parking occupancy for public on-street parking spaces and surface lots with the peak usage occurring at 5:00 PM on Thursday with 66% of public spaces occupied, and at 5:00 PM on Saturday with 63% of public spaces occupied.

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5 6 7 8
9 10 11 12
13 AVE
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ST MAIN ST

MAIN MAIN
CITRUS
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VISTA VILLAGE DR
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VISTA VILLAGE DR VISTA VILLAGE DR

MICHIGAN

VISTA VILLAGE DR

CITRUS AVE

VISTA VILLAGE DR MAIN

AVE HANES PLACE

MICHIGAN AVE
ST ST
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25/55
42/41
24/51
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70/67
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5/14
68/61
5/10
10/19
32/39
2/12
1 1/1 0
1 6/1 4
9/9
51/62
523/51 4
1 0/23
31 2/444
8/17
22/52
20/21
33/41
1/5
38/30
36/80
1 7/7
13/22
37/155
6/9
1/1
34/44
1 2/1 4
1 30/70
509/353
461/341
35/50
974/755
45/64
141/171
670/970
352/650
1 1/28
257/367
1 02/1 1 6
0/1
0/0
1 7/1 1
7/8
1005/858
3/12
45/31
841/1031
6/6
2/1
1/0
32/6
16/12
981/865
9/6
19/64
830/972
9/14
26/31
0/0
2/7
41/42
1 9/1 6
69/49
27/45
802/910
31/49
8/22
2/22
40/51
1 1/1 4
3/3
38/22
48/58
923/843
8/19
2/3
833/935
24/36
70/1 74
5/6
1/1
1 8/22
535/482
1 32/94
7/12
43/66
33/27
33/81
28/105
18/68
1 3/20
31 0/41 8
27/72 13/16
53/150
7/8
4/11
80/80
8/15
28/1 7
1 2/9
21/24
7/27
21/38
9/21
72/75
26/15
55/138
45/142
17/24
1 2/23
30/54
50/46
13/31
LEGEND
X

INTERSECTION
=STUDY
XXX

MAIN ST
EXISTING (2025) TRAFFIC VOLUMES MAIN ST PALM DR
AV
E
S. SAN
TA FE
1 7/1 8
891/784
60/82
EXHIBIT 3-1
N. INDIANA
AVE
N. INDIANA
AVE
S. INDIANA
E. BROADWAY E. BROADWAY
E. BROADWAY
AV
E
N
.

IND
IANA
E. B R
OAD
WAY
AV
E
S.

IND
IANA
CIT
RU
S AV
E
S. INDIANA
N. SANTA FE
S. SANTA FE
F
E

AV
E
N
.

S
AN
T
A
FE AVE
S. SANTA
FE AVE
N. SANTA

TURN MOVEMENT VOLUMES
=AM/PM PEAK HOUR

DOWNTOWN VISTA PARKING, CIRCULATION AND GAZEBO PARKING LOT STUDY 7 10/28/2025
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NOT TO SCALE
2 0 2 5 Rick En gine erin g Compan yc
1 2
3 4
5 6
7 8
9 10
11 12
13 MAIN ST
AV
E
M
IC
HIGAN

AV
E
PAR
K
P
LA
C
E
HAN
ES
A VE

EUCALYPTUS

WASHINGTO N
ST
VIL L
AG
E DR
VISTA
AVE

S SANTA FE
U U U
1 S U U S
5 S
6 S U U
U
U
AVE

DR VISTA VILLAGE DR
AVE

MICHIGAN AVE

AVECITRUS

MAIN ST PALM DR

DRVISTA VILLAGE STMAIN

HANES PLACE STMAIN MAIN ST
MAIN

MICHIGAN AVE

ST MAIN ST

CITRUS AVE
AVE
AVE

CITRUS AVE

LEGEND X

INTERSECTION
=STUDY

CONFIGURATION
=INTERSECTION LANE

U INTERSECTION
=UNSIGNALIZED =STOP SIGN

DRVISTA VILLAGE VISTA VILLAGE DR

S INTERSECTION
=SIGNALIZED
2 3 4
5 6 7 8
9 10 11 12
13 EXHIBIT 3-2
AV
E
N
.

IND
IANA
E. B R
OAD
WAY
AV
E
S.

IND
IANA
CIT
RU
S AV
E
E. BROADWAY
N. INDIANA
AVE
N. INDIANA
AVE
S. INDIANA
E. BROADWAY E. BROADWAY

VISTA VILLAGE
N. SANTA FE
S. SANTA FE
S. INDIANA
N
.

S
AN
T
A
F
E

AV
E
FE AVE
S. SANTA
FE AVE
N. SANTA
EXISTING (2025) TRANSPORTATION CONDITIONS

DOWNTOWN VISTA PARKING, CIRCULATION AND GAZEBO PARKING LOT STUDY 8 10/28/2025
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Table 3-1
Existing Parking Occupancy Summary

THURSDAY SATURDAY

TIME LOT STREET TOTAL TIME LOT STREET TOTAL
7:00 AM 32% 33% 32% 7:00 AM 26% 39% 33%
8:00 AM 41% 39% 41% 8:00 AM 38% 48% 43%
9:00 AM 45% 44% 44% 9:00 AM 43% 58% 51%
10:00 AM 48% 53% 50% 10:00 AM 49% 64% 57%
11:00 AM 49% 57% 52% 11:00 AM 49% 67% 58%
12:00 PM 58% 62% 59% 12:00 PM 49% 63% 56%
1:00 PM 56% 63% 59% 1:00 PM 49% 66% 58%
2:00 PM 48% 52% 50% 2:00 PM 52% 65% 59%
3:00 PM 47% 69% 58% 3:00 PM 54% 67% 61%
4:00 PM 50% 59% 55% 4:00 PM 54% 69% 62%
5:00 PM 57% 75% 66% 5:00 PM 54% 71% 63%
6:00 PM 65% 71% 66% 6:00 PM 54% 67% 62%
7:00 PM 58% 65% 62% 7:00 PM 52% 65% 60%
8:00 PM 53% 59% 57% 8:00 PM 44% 59% 52%
9:00 PM 44% 47% 47% 9:00 PM 43% 51% 50%
10:00 PM 31% 32% 32% 10:00 PM 32% 42% 40%

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4.0 PARKING AND CIRCULATION ALTERNATIVES DEVELOPMENT
The City held Committee Meeting #2 on April 29, 2025, to identify three parking and circulation alternatives with input from City staff, the Downtown Committee, and the public. The meeting included an open discussion to establish priorities for improving downtown parking and circulation. Community members and business owners shared concerns and potential solutions. Key ideas raised throughout the discussion were the following:

• Provide one-way circulation on the east-west streets within the downtown area (Main Street and E. Broadway) to create more roadway width to accommodate additional street parking • Potential street closures to provide open space for public activities • Pick-up and drop-off areas for rideshare vehicles
• Utilization of nearby businesses and schools for parking • Reconfiguration of existing public parking spaces

Following the discussion, the group agreed to move forward with the following three alternatives for formal analysis:

Alternative 1: Main Street and E. Broadway One-Way Couplet • One-way circulation along Main Street (Westbound) and E. Broadway (Eastbound) with no street closures.

Alternative 2: Permanent Closure of S. Indiana Avenue
• Existing two-way circulation maintained within the downtown area with permanent closure of S. Indiana Avenue from Main Street to the Alley

Alternative 3: One-Way Couplet with Temporary Closure of S. Indiana Avenue • One-way circulation along Main Street (westbound) and E. Broadway (Eastbound) with temporary street closure of S. Indiana Avenue between Main Street and E. Broadway.

In coordination with City staff, the alternatives were developed to reflect community input and address key considerations: increasing public parking supply, optimizing circulation, and creating opportunities for public-space improvements. The following describes each alternative and its proposed design elements.

Alternative 1: Main Street and E. Broadway One-Way Couplet Under Alternative 1 conditions, Main Street would operate as a single westbound lane and E.

Broadway would operate as a single eastbound lane. The remaining roadway width is repurposed for additional on-street parking along both roadway segments. S. Indiana Avenue remains unchanged with two-way circulation and existing parking layout maintained. No street closures are proposed under this alternative.

Exhibit 4-1 illustrates Alternative 1 and its proposed improvements.

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Alternative 2: Permanent Closure of S. Indiana Avenue
Under Alternative 2 conditions, Main Street and E. Broadway would maintain existing two-way circulation. S. Indiana Avenue would be permanently closed between Main Street and the Alley, approximately 150’ south of Main Street, to create additional public open space contiguous with the gazebo plaza, expanding its footprint for everyday use and community events. This would result in reducing the connectivity between Main Street and E. Broadway to two roadways (S. Santa Fe Avenue and Citrus Avenue) and a one-way southbound connector (Hanes Place). There is no reconfiguration of existing street parking along Main Street and E. Broadway, with the exception of additional head-in (perpendicular) parking on Main Street extended east of Citrus Avenue to Vista Village Drive.

Exhibit 4-2 illustrates Alternative 2 and its proposed improvements.

Alternative 3: One-Way Couplet with Temporary Closure of S. Indiana Avenue Similar to Alternative 1, under Alternative 3 conditions, Main Street would operate as a single westbound lane and E. Broadway would operate as a single eastbound lane. The remaining roadway width is repurposed for additional on-street parking along both roadway segments. The temporary closure of S. Indiana Avenue between Main Street and E. Broadway would be reserved for events such as farmer’s markets, holiday festivals, or other types of community events. The vehicular access points along S. Indiana Avenue would be blocked with temporary barricades when S. Indiana Avenue is used to host an event. Outside of these occurrences, S. Indiana Avenue remains unchanged with two-way operation and the existing parking layout is proposed to remain.

Exhibit 4-3 illustrates Alternative 3 and its proposed improvements.

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EXHIBIT 4-1

NOT TO SCALE
PARKING AND CIRCULATION ALTERNATIVE 1 - MAIN STREET AND E. BROADWAY ONE-WAY COUPLET

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EXHIBIT 4-2

NOT TO SCALE
PARKING AND CIRCULATION ALTERNATIVE 2 - PERMANENT CLOSURE OF S. INDIANA AVENUE

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EXHIBIT 4-3

NOT TO SCALE
PARKING AND CIRCULATION ALTERNATIVE 3 - ONE-WAY COUPLET WITH TEMPORARY CLOSURE OF S. INDIANA AVENUE

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5.0 TRAFFIC ANALYSIS AND ALTERNATIVES ASSESSMENT
In coordination with City staff, RICK evaluated the alternatives to ensure that they would operate properly in practice and result in benefits to the parking and circulation as explained below.

Parking Spaces Gained
Evaluating the net number of public parking spaces gained through reconfiguration and restriping of the existing roadway space. Parking supply was a top priority at the initial meetings, with community members emphasizing improved public convenience, support for business activity, and more efficient circulation.

Emergency Access Impact
Assessing potential impacts to emergency access as a result of downtown circulation reconfiguration.

Fire apparatus and other response vehicles must maintain reliable, efficient access throughout the area to operate effectively.

Acceptable Traffic Operations of the Study Network
Analyzing how lane configuration changes affect traffic operations at each study location which illustrates circulation efficiency under the proposed improvements.

Opportunities to Enhance the use of Public Space
Assessing how each alternative enhances the use of public space by activating underutilized areas, supporting storefront frontages and events, and improving overall place quality and pedestrian experience.

Traffic Diversion to Alleys
Evaluating how changes to circulation may divert traffic to alleys and the extent of that diversion. It considers expected volumes, and turning patterns, and assesses potential effects on access, and conflicts with pedestrians.

5.1 PARKING SPACES GAINED
Parking spaces were a top priority in the initial me
etings with the community and the public expressed
desire to increase parking supply in the busier areas of downtown, particularly in front of businesses as the owners expressed lost business as a result of limited parking availability. The parking and circulation alternatives were shaped with parking in mind and opportunities to increase parking supply were given priority over other design elements. The following describes the improvements developed based on community input for the three alternatives.

Alternative 1: Main Street and E. Broadway One-Way Couplet As described above, the one-way circulation concept creates opportunities to repurpose excess roadway width outside the travel lanes to increase on-street parking along Main Street and E.

Broadway. As shown in Exhibit 5-1, on-street parking on Main Street east of S. Santa Fe Avenue is converted to head-in parking; the existing diagonal parking east of Michigan Avenue is rotated to serve westbound traffic; and additional head-in stalls are added on the south side of Main Street east of Citrus Avenue to Vista Village Drive. Along E. Broadway, on-street parking is reconfigured to head-in where feasible to optimize the number of spaces between S. Santa Fe Avenue and Citrus Avenue. In addition to the reconfiguration of on-street parking, a new surface lot with eight parking spaces is proposed at the southwest corner of Main Street and Vista Village Drive, accessible from Main Street. 15 10/28/2025
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Together, these improvements are estimated to increase the total on-street parking supply by approximately 70 spaces.

Alternative 2: Permanent Closure of S. Indiana Avenue
As described above, Alternative 2 maintains two-way circulation and therefore does not repurpose roadway width to increase parking supply as in Alternative 1. The closure of S. Indiana Avenue between Main Street and the Alley removes existing on-street spaces from the supply. As shown in Exhibit 5-2, the only opportunity for additional parking is the extension of head-in stalls on the south side of Main Street from east of Citrus Avenue to Vista Village Drive. In addition to the reconfiguration of on-street parking, a new surface lot with eight parking spaces is proposed at the southwest corner of Main Street and Vista Village Drive, accessible from Main Street. Under these proposed improvements, the parking supply would have a net increase of approximately 11 spaces.

Alternative 3: One-Way Couplet with Temporary Closure of S. Indiana Avenue Similar to Alternative 1, the one-way circulation concept creates opportunities to repurpose excess roadway width outside the travel lanes to increase on-street parking along Main Street and E.

Broadway. As shown in Exhibit 5-3, on-street parking on Main Street east of S. Santa Fe Avenue is converted to head-in parking; the existing diagonal parking east of Michigan Avenue is rotated to serve westbound traffic; and additional head-in stalls are added on the south side of Main Street east of Citrus Avenue to Vista Village Drive. Along E. Broadway, on-street parking is reconfigured to head-in where feasible to optimize the number of spaces between S. Santa Fe Avenue and Citrus Avenue. In addition to the reconfiguration of on-street parking, a new surface lot with eight parking spaces is proposed at the southwest corner of Main Street and Vista Village Drive, accessible from Main Street.

During event closures, the temporary closure of S. Indiana Avenue removes fifteen on-street parking spaces. Outside of event times, these spaces remain available for the public to use. Accounting for event-related closures of S. Indiana Avenue, the proposed improvements yield a net gain of approximately 55 spaces.

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EXHIBIT 5-1
10 PARKING SPACES GAINED

ALONG THE NORTH SIDE OF MAIN STREET

SERVE WESTBOUND TRAFFIC AND PROVIDE HEAD-IN PARKING

PROPOSE TO REORIENT MAIN STREET'S DIAGONAL PARKING TO
22 PARKING SPACES GAINED
THE NORTH AND SOUTH SIDE OF E. BROADWAY
PROPOSE TO PROVIDE HEAD-IN PARKING STALLS ALONG 10 PARKING SPACES GAINED AND SOUTH SIDE OF E. BROADWAY

PROPOSE TO PROVIDE HEAD-IN PARKING STALLS ALONG THE NORTH 8 PARKING SPACES GAINED

SOUTH SIDE OF MAIN STREET

PARKING STALLS ALONG THE

PROPOSE TO PROVIDE HEAD-IN
8 PARKING SPACES GAINED

CORNER OF THE INTERSECTION

PARKING LOT ON THE SOUTHWEST

PROPOSE TO CONSTRUCT A
12 PARKING SPACES GAINED

SOUTH SIDE OF MAIN STREET

PARKING STALLS ALONG THE

PROPOSE TO PROVIDE HEAD-IN
E. BROADWAY: 32 SPACES
S. INDIANA AVENUE: 0 SPACES
MAIN STREET: 38 SPACES

SPACES GAINED
70 PUBLIC PARKING
PARKING ASSESSMENT FOR ALTERNATIVE 1 - MAIN STREET AND E. BROADWAY ONE-WAY COUPLET

DOWNTOWN VISTA PARKING, CIRCULATION AND GAZEBO PARKING LOT STUDY 17 10/28/2025
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EXHIBIT 5-2
12 PARKING SPACES GAINED

SOUTH SIDE OF MAIN STREET

PARKING STALLS ALONG THE

PROPOSE TO PROVIDE HEAD-IN
E. BROADWAY: 0 SPACES
S. INDIANA AVENUE: -9 SPACES
MAIN STREET: 20 SPACES

SPACES GAINED
11 PUBLIC PARKING
8 PARKING SPACES GAINED

CORNER OF THE INTERSECTION

PARKING LOT ON THE SOUTHWEST

PROPOSE TO CONSTRUCT A
9 PARKING SPACES LOST

AVENUE BETWEEN MAIN STREET AND THE ALLEY
PROPOSE TO PERMANENTLY CLOSE S. INDIANA
PARKING ASSESSMENT FOR ALTERNATIVE 2 - PERMANENT CLOSURE OF S. INDIANA AVENUE

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EXHIBIT 5-3
10 PARKING SPACES GAINED

ALONG THE NORTH SIDE OF MAIN STREET

SERVE WESTBOUND TRAFFIC AND PROVIDE HEAD-IN PARKING

PROPOSE TO REORIENT MAIN STREET'S DIAGONAL PARKING TO
22 PARKING SPACES GAINED
THE NORTH AND SOUTH SIDE OF E. BROADWAY
PROPOSE TO PROVIDE HEAD-IN PARKING STALLS ALONG 10 PARKING SPACES GAINED AND SOUTH SIDE OF E. BROADWAY

PROPOSE TO PROVIDE HEAD-IN PARKING STALLS ALONG THE NORTH 8 PARKING SPACES GAINED

SOUTH SIDE OF MAIN STREET

PARKING STALLS ALONG THE

PROPOSE TO PROVIDE HEAD-IN
8 PARKING SPACES GAINED

CORNER OF THE INTERSECTION

PARKING LOT ON THE SOUTHWEST

PROPOSE TO CONSTRUCT A
12 PARKING SPACES GAINED

SOUTH SIDE OF MAIN STREET

PARKING STALLS ALONG THE

PROPOSE TO PROVIDE HEAD-IN

SPACES GAINED
55 PUBLIC PARKING
15 PARKING SPACES LOST DURING EVENTS ONLY
BETWEEN MAIN STREET AND E. BROADWAY
PROPOSE TO TEMPORARILY CLOSE S. INDIANA AVENUE
E. BROADWAY: 32 SPACES
S. INDIANA AVENUE: -15 SPACES
MAIN STREET: 38 SPACES
PARKING ASSESSMENT FOR ALTERNATIVE 3 - ONE-WAY COUPLET WITH TEMPORARY CLOSURE OF S. INDIANA AVENUE

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5.2 EMERGENCY ACCESS IMPACT
Alternative 1: Main Street and E. Broadway One-Way C ouplet Under Alternative 1, the one-way circulation would constrain, but not prevent, emergency access.

Emergency vehicles could reach all downtown areas using alternative routes, and since no street closures are proposed, S. Indiana Avenue would remain available as it is today.

Alternative 2: Permanent Closure of S. Indiana Avenue
Under Alternative 2, two-way circulation is maintained; however, S. Indiana Avenue between Main Street and the Alley would be permanently closed to create public-space enhancements. While this closure would constrain emergency access, emergency vehicles could still reach all areas of the downtown via alternate routes such as S. Santa Fe Avenue and Citrus Avenue.

Alternative 3: One-Way Couplet with Temporary Closure of S. Indiana Avenue Under Alternative 3, the one-way circulation would constrain, but not prevent, emergency access.

Emergency vehicles could reach all downtown areas using alternate routes, and because the S.

Indiana Avenue closure is temporary (during events only), access would otherwise remain available as it is today.

Since emergency access impacts were generally similar across all three alternatives, this did not influence the findings.

5.3 TRAFFIC OPERATIONS OF THE STUDY NETWORK
For the traffic operations criteria, levels of servi
ce (LOS) operations were conducted at the study area
intersections for the weekday AM peak (7:00 AM and 9:00 AM) and PM peak (4:00 PM and 6:00 PM) hours for each alternative and compared to intersection operations under existing conditions.

Intersection operations were analyzed with Synchro 12 software utilizing the methodologies outlined in the Highway Capacity Manual 7th Edition (HCM 7). Synchro reports delays, which correspond to a particular LOS, to describe the overall operation of an intersection. LOS provides a quick overview of how well an intersection is performing. While vehicular LOS is no longer used as the City’s CEQA impact metric, it remains as an operational screening tool the City applies to evaluate local safety and traffic performance under the General Plan. The City’s standard for acceptable operations is LOS D or better. Under existing conditions, all study intersections operate at LOS D or better during both the AM and PM peak hours.

Based on input from City of Vista staff, a traffic redistribution exercise was conducted to develop analysis volumes for each alternative, recognizing that each proposal changes circulation and affects downtown travel patterns. The following summarizes the redistribution approach for each alternative:

Alternative 1: Main Street and E. Broadway One-Way Couplet Under the one-way couplet scenario, traffic volumes were reassigned to reflect expected travel patterns. Existing eastbound traffic on Main Street was redirected to E. Broadway (eastbound) via the north–south streets, and existing westbound traffic on E. Broadway was redirected to Main Street (westbound) via the same north–south connections. For example, a vehicle that currently turns left from S. Santa Fe Avenue onto Main Street in the AM peak would instead continue south on S. Santa Fe and make a left onto E. Broadway. Intersection geometries along Main Street and E. Broadway were revised to reflect the new circulation.

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Alternative 2: Permanent Closure of S. Indiana Avenue
Under Alternative 2, traffic volumes were reassigned to reflect expected patterns resulting from the closure of S. Indiana Avenue between Main Street and the Alley. Vehicles that currently turn from Main Street onto S. Indiana Avenue were redirected to E. Broadway via the north-south streets of S. Santa Fe Avenue, Hanes Place, and Citrus Avenue. The same applies to vehicles that today turn from E.

Broadway onto S. Indiana Avenue. Intersection geometries along Main Street and E. Broadway were adjusted to reflect the revised circulation.

Alternative 3: One-Way Couplet with Temporary Closure of S. Indiana Avenue Under the one-way couplet scenario, traffic volumes were reassigned to reflect expected travel patterns. Existing eastbound traffic on Main Street was redirected to E. Broadway (eastbound) via the north–south streets, and existing westbound traffic on E. Broadway was redirected to Main Street (westbound) via the same north–south connections. For example, a vehicle that currently turns left from S. Santa Fe Avenue onto Main Street in the AM peak would instead continue south on S. Santa Fe and make a left onto E. Broadway. Intersection geometries along Main Street and E. Broadway were revised to reflect the new circulation.

Appendix D shows the revised lane configurations with the proposed circulation, the traffic volumes associated with each alternative and the LOS operations for the study area intersections under each respective alternative conditions.

Overall, traffic operations were broadly consistent across the three alternatives which indicates minimal impacts to intersection operations within the downtown network. Alternatives 1 and 3 show slight improvements at locations affected by the proposed one-way circulation, most notably at the Main Street and S. Santa Fe Avenue intersection. Appendix E contains the intersection LOS analysis results and worksheets.

5.4 OPPORTUNITIES TO ENHANCE THE USE OF PUBLIC SPACE

Since the parking and circulation alternatives focus ed primarily on modifications within the existing curb-to-curb roadway width, opportunities to expand or enhance public space were inherently limited.

The narrow area between the curb and adjacent sidewalks or building frontages leaves little room for new features or amenities. As a result, meaningful opportunities for public-space improvements were identified primarily in locations where street closures were proposed.

Alternative 1: Main Street and E. Broadway One-Way Couplet Under Alternative 1, there are no road closures therefore there is limited opportunity for new public space through hardscape reconfiguration between the curb line and building façades.

Alternative 2: Permanent Closure of S. Indiana Avenue
Alternative 2 provides the greatest opportunity to supplement and enhance the use of public space via the permanent closure of S. Indiana Avenue. The permanent closure of S. Indiana Avenue could function as an everyday plaza extension with seating, shade, and landscaping. It also creates a flexible space for activation: public art installations, children’s play areas, small performances, pop-up vendors, community events, etc.

Alternative 3: One-Way Couplet with Temporary Closure of S. Indiana Avenue Although not as extensive, Alternative 3 enhances the use of public space with event-based opportunities through temporary closures that can accommodate tents/canopies for farmer’s market and other pop-up vendors, community events, and other temporary flexible uses. 21 10/28/2025
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5.5 TRAFFIC DIVERSIONS TO ALLEYS
Alleys within the downtown area currently function a s secondary access routes, primarily serving rear parking lots, loading areas, and occasional local cut-through traffic. These facilities are narrow, lack defined pedestrian pathways, and were not constructed to meet public roadway standards, making them unsuitable for accommodating higher traffic volumes or two-way flow under increased demand.

Given their limited capacity, any diversion of vehicles to these alleys could create conflicts with pedestrians, delivery vehicles, and parked cars. Therefore, the potential for traffic diversion to alleys was carefully evaluated for each alternative to understand how changes in traffic patterns might affect alley usage and to identify strategies to minimize cut-through behavior and protect alley operations.

Alternative 1: Main Street and E. Broadway One-Way Couplet Under Alternative 1, the one-way circulation on Main Street and E. Broadway would likely produce a slight increase in alley use as drivers seek alternative east-west connections. Hanes Place is expected to service traffic volumes similar to today, while the east-west alleys between Main and E. Broadway would experience slight increases. For example, a northbound vehicle on Citrus Avenue intending to turn left onto E. Broadway could instead continue north and use the alley to reach destinations toward the center of downtown.

Alternative 2: Permanent Closure of S. Indiana Avenue
Under Alternative 2, the permanent closure of S. Indiana Avenue between Main Street and the Alley would likely result in a significant increase in alley use. Vehicles traveling on E. Broadway toward Main Street from S. Indiana would be redirected to the nearest accessible roadway for east-west movement due to the closure, which would be the alleys. Additionally, drivers on Main Street seeking access to S. Indiana south of the closure would divert via S. Santa Fe Avenue or Citrus Avenue and also use the alleys to reach central downtown destinations. This rerouting would result in additional volume on alleys that are not designed to carry higher traffic levels and that already operate with constrained widths and curbside parking, increasing the potential accidents and circulation deficiencies.

Alternative 3: One-Way Couplet with Temporary Closure of S. Indiana Avenue Under Alternative 3, the one-way circulation combined with the temporary closure of S. Indiana Avenue for events would tend to limit alley use rather than increase it. Alleys would continue to serve primarily for access to parking lots and loading, not as east-west cut-through routes between downtown streets.

During temporary event closures between Main Street and E. Broadway, alley access would be maintained for these functions, which represents less cut-through activity than observed under current conditions.

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5.6 PARKING AND CIRCULATION RESULTS
At Downtown Committee Meeting #4 on June 23, 2025, t he traffic assessment results for the three alternatives were presented to the committee and the public. Table 5-5 summarizes the results which was included in the meeting presentation.

Table 5-5

SUMMARY OF PARKING AND CIRCULATION ALTERNATIVES
Alternative Assessment
Alternative 1
Main St and E.

Broadway One-
Way Couplet
Alternative 2
Permanent Closure
of S. Indiana
Avenue
Alternative 3
One-Way Couplet
with Temp. Closure
of S. Indiana Avenue
Parking Spaces Gained? +70 Spaces +11 Spaces +55 Spaces Emergency Access Impact?
Acceptable Traffic Operations?
Opportunities to Enhance Public Space?
Traffic Diversion Impacts to Alleys?
Footnote:

A green check mark indicates a favorable result. A red check mark indicates an unfavorable result.

Ultimately, the Downtown Committee selected Alternative 3 as the preferred alternative for incorporation into the Downtown Plan. Implementation of this alternative would involve removal of existing curbs, hardscape, and striping; the establishment of one-way circulation along Main Street and E. Broadway through lane reconfiguration; and modifications to intersection control within the study area, including signal adjustments at Main Street and S. Santa Fe Avenue. New signage and striping would also be installed to complete the transition. Because these roadway modifications are closely integrated with the broader public space enhancement strategy of the downtown area, the following section provides a detailed discussion of the associated improvements and corresponding opinion of probable cost.

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6.0 PUBLIC IMPROVEMENTS AND STREETSCAPE ENHANCEMENTS AND

GAZEBO PLAZA ALTERNATIVES
Following selection of Alternative 3 for parking and circulation, the committee turned to identifying enhancements to the landscape, hardscape, and additional and improved public spaces along downtown roadways including the gazebo parking lot. The vision considered elements such as pedestrian access and crossings, street trees, landscape islands, and alley treatments. A key focus was the improvement and conversion of the gazebo parking lot at the southeast corner of Main Street and S. Indiana Avenue which could expand public space in the historic downtown by creating an inviting plaza where people can gather and community events can be hosted with a new gazebo as the centerpiece. These potential program elements and improvements were discussed, reviewed and ranked for their potential benefit to the downtown area. Together, these elements could result in improving the downtown area, creating a more cohesive and connected downtown environment.

To carry out this vision, the Downtown Committee dedicated several meetings to discussing potential physical and programming improvements across the downtown plan area. These sessions invited open discussion, allowing the community to share ideas and identify opportunities. RICK translated that input into conceptual designs for inclusion in the Downtown Plan for committee review. The program elements and concepts are intended to be implemented alongside the parking and circulation improvements so that, together, the full vision is carried forward into the Downtown Plan.

6.1 PUBLIC IMPROVEMENTS AND STREETSCAPE ENHANCEMENTS

The City held Downtown Committee Meeting #3 on June 3, 2025, where the committee and the public discussed feasible opportunities and constraints to enhance the downtown plan area, and the gazebo parking lot. A walk audit around the existing gazebo parking lot was held where the committee and the community discussed the opportunities and constraints within the downtown area. A roundtable discussion followed focusing on public space improvements and ways to reimagine the downtown area. The meeting concluded with an open forum where attendees marked priorities on full-size plans and noted wants and needs.

Based on the committee and community feedback from that meeting, RICK and the City evaluated the desired improvements for feasibility and community benefit. RICK then integrated those desires into a Public Improvements and Streetscape Enhancements concept plan and three Gazebo Plaza alternatives.

The Public Improvements and Streetscape Enhancements plan illustrated public right-of-way hardscape upgrades, new landscaped areas, pedestrian improvements, enhancements to public parking lots, and suggested locations for public art, among other improvements. Exhibit 6-1 presents the finalized Public Improvements and Streetscape Enhancements concept plan. As shown in Exhibit 6-1, the proposed downtown area is defined by the following key design elements:
• Decorative roadway paving
• Traffic calming elements
• Pedestrian seating areas
• Improved planting areas and street trees
• Wayfinding and signage improvements
• Art installation opportunities
• Additional alternative transportation elements such as ride share parking and bicycle racks • Buena Vista Creek improvements
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It should be noted that as the Public Improvements and Streetscape Enhancements evolved, the Alternative 3 layout was refined adjusting curb lines and on-street parking stall configurations to add landscaping and bulb-outs. These changes, along with the decision to exclude the potential 8-space parking lot at the southwest corner of Main Street and Vista Village Drive due to its high cost and minimal benefit, reduced the net parking gain from the initially estimated 55 spaces to 39 spaces. This modest reduction reflects a strategic tradeoff to enhance streetscape quality, pedestrian comfort, and overall downtown activation.

An opinion of probable cost was prepared for the final recommendations encompassing public improvements and streetscape enhancements developed through the Downtown Committee’s efforts.

This estimate represents a planning-level evaluation of anticipated construction costs to implement the conceptual vision, including the removal of existing elements inconsistent with the proposed design. It also incorporates the recommended parking and circulation improvements discussed in the previous section. The total estimated cost to implement these improvements is approximately $7,350,000. These figures are intended to convey an order-of-magnitude estimate and will be refined as design progresses and funding becomes available. A detailed cost breakdown for the recommended enhancements is provided in Appendix F.

6.2 GAZEBO PLAZA CONCEPT
Three gazebo plaza alternatives were prepared for th
e community to review and comment on. The
alternatives were prepared to illustrate the program elements itemized in the prior community meeting.

The design alternatives showed how the elements could be organized to create dynamic outdoor spaces. The alternatives were noted with the following names that represented the design layouts:
• Gazebo Alternative 1 – Plaza with Gazebo Forward
• Gazebo Alternative 2 – Plaza with Tradition
• Gazebo Alternative 3 – Plaza with Curves

Exhibits 6-2 through 6-4 illustrate the conceptual design for the Gazebo Plaza alternatives.

At Committee Meeting #5 held on August 28, 2025, the Public Improvements and Streetscape Enhancements concept and three Gazebo Plaza alternatives were presented to the committee and the public. Feedback from the session was used to refine recommendations for inclusion in the Downtown Plan and to develop a single more detailed Gazebo Plaza concept. Consensus indicated a preference for elements from Alternatives 1 and 2, and a hybrid design incorporating those features was recommended.

At Committee Meeting #6 held on September 29, 2025, the revised Gazebo Plaza design was presented for committee approval. The community proposed minor refinements to the previously discussed hybrid design, and consensus was reached on the final Gazebo Plaza recommendations.

Exhibit 6-5 presents the final Modified Gazebo Plaza concept for inclusion in the Downtown Plan.

An opinion of probable cost was prepared for the final Gazebo Plaza recommendations developed through the work of Downtown Committee. The estimate reflects a planning-level assessment of construction needs to implement the conceptual vision, including removal of existing features that are not part of the final vision. The anticipated cost to implement the recommended above-mentioned improvements is approximately $1,290,000. These costs are intended to indicate the order of magnitude for implementation as design advances and funding becomes available. Appendix F contains the detailed cost breakdown for the recommended enhancements. 25 10/28/2025
D2

NOT TO SCALE
2025 Rick Engineering Companyc
21-OCT-2025 07:30
EXHIBIT 6-1

DOWNTOWN VISTA PARKING, CIRCULATION AND GAZEBO PARKING LOT STUDY

PUBLIC IMPROVEMENTS AND STREETSCAPE ENHANCEMENTS
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2025 Rick Engineering Companyc
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EXHIBIT 6-2

DOWNTOWN VISTA PARKING, CIRCULATION AND GAZEBO PARKING LOT STUDY GAZEBO PLAZA ALTERNATIVE 1 - PLAZA WITH GAZEBO FORWARD
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2025 Rick Engineering Companyc
21-OCT-2025 07:30
EXHIBIT 6-3

DOWNTOWN VISTA PARKING, CIRCULATION AND GAZEBO PARKING LOT STUDY GAZEBO PLAZA ALTERNATIVE 2 - PLAZA WITH TRADITION
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2025 Rick Engineering Companyc
21-OCT-2025 07:30
EXHIBIT 6-4

DOWNTOWN VISTA PARKING, CIRCULATION AND GAZEBO PARKING LOT STUDY GAZEBO PLAZA ALTERNATIVE 3 - PLAZA WITH CURVES
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2025 Rick Engineering Companyc
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EXHIBIT 6-5

DOWNTOWN VISTA PARKING, CIRCULATION AND GAZEBO PARKING LOT STUDY

MODIFIED GAZEBO PLAZA CONCEPTUAL PLAN
30 10/28/2025
D2

7.0 DOWNTOWN COMMITTEE FINAL RECOMMENDATIONS
The Downtown Committee selected preferred alternatives for Downtown Plan which included parking and circulation and public space improvements as seen in Exhibits 7-1 through 7-4.

Parking and Circulation:

Alternative 3 – One-way couplet with temporary closure of S. Indiana Avenue, was the preferred concept due to its significant net gain in public parking and minimal impacts on downtown circulation.

The following actions are recommended to be incorporated into the Downtown Plan:
• Convert Main Street to one-way westbound between S. Santa Fe Avenue and Citrus Avenue. • Convert E. Broadway to one-way eastbound between S. Santa Fe Avenue and Citrus Avenue. • Update on-street parking layouts on Main Street and E. Broadway consistent with the conceptual plan.
• Implement signal modifications at Main Street and S. Santa Fe Avenue to address the couplet. • Use temporary barricades along S. Indiana Avenue during events to restrict vehicular access to Main Street, E. Broadway and the east-west alleys.

Public Improvements and Streetscape Enhancements:

The committee’s recommendations focus on, improving comfort and access and activating underutilized areas. The following actions are recommended to be incorporated into the Downtown Plan:
• Provide pedestrian seating areas along main corridors • Develop traffic calming elements such as corner bulb outs and enhanced crosswalks • Provide secondary lighting program for pedestrian level areas. • Install decorative paving on S. Indiana Avenue from Main Street to Eucalyptus Avenue. • Develop a street tree program to replace existing problematic trees along the main corridors. • Add wayfinding signage throughout downtown.
• Install public art at key hardscape locations.
• Provide bicycle racks along primary corridors.
• Redevelop the Buena Vista Creek to create a “creek-walk” with pathway, plantings, trees, and seating.

Gazebo Plaza:

The final gazebo plaza design incorporates the preferred program elements from the three alternatives discussed at Committee Meeting #5. The existing gazebo parking lot will be removed to construct the recommended Gazebo Plaza consistent with the approved concept as the guide for development. The design of the Gazebo Plaza will incorporate elements of the city’s history such as Spanish architectural themes and agrarian elements as well as incorporating current themes such as importance of art and community. The following key design and program elements are recommended for incorporation into the Gazebo Plaza:
• New gazebo with seating
• Varied seating areas such as seat walls and site furniture • Art installation areas
• Accessible space and parking
• Children’s nature play area
• Opportunities for small and larger community gatherings • Electrical improvements for lighting and supplemental power needs • Shade elements in play area and seating areas.
• Parking area along alley

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D2

The total estimate for the improvements identified in the Downtown Plan is $8,640,000, which reflects a planning-level assessment of construction needs to implement the conceptual vision, including removal of existing features that are not part of the final vision. This includes construction of the parking and circulation modifications, public improvements and streetscape enhancements, and the Gazebo Plaza. These costs are non-binding and intended to indicate the order of magnitude for implementation as design advances and funding becomes available.

Downtown Committee Policy Recommendations

At Committee Meeting #6 held on September 29, 2025, the Downtown Committee approved the following policy recommendations for the implementation of the Downtown Plan:

Short-Term (2030 or Before)
 = Highest Priority

 Develop a one-way circulation pattern on Main Street and E. Broadway to increase on-street parking.
 Review all available on-street parking opportunities and increase parking where feasible.  Provide ride share drop-off zones on Main Street and E. Broadway.

• Review accessible parking space locations for even distribution within the project area. • Replace street trees and landscaping within the project area to improve safety and aesthetics; develop and implement unified landscape plan for the project area as shown on the Downtown Plan.
• Develop bulb-outs and seating areas within the project area to improve pedestrian safety and comfort.
• Identify locations for new public art; fund and install new artworks. Maintain public art in the project area.
• Improve lighting and implement pedestrian-level lighting where feasible. • Provide additional bicycle racks.
• Provide wayfinding signage for public parking and features specific to this area; utilize public art.
• Treat the alleys to improve pedestrian safety, implement speed humps in the alleys. • Allow closure of S. Indiana Avenue between Main Street and E. Broadway on a temporary basis for special events in the evenings and on weekends. Define street closure methods using artistic or unique barriers for more frequent street closures. • Provide opportunities for additional shade in the City’s public parking lot with shade sails. • Preserve patio areas and define new outdoor dining/seating spaces for businesses in the project area.
• Better pedestrian connections to the project area from the Transit Center, Vista Village, and surrounding neighborhoods.

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D2

Medium-Term (2035 or Before)
• Define the northern portion of S. Indiana Avenue (from Main Street to E. Broadway) with accent paving, landscape treatment, and other design alternatives to denote a main gathering area. • Develop a new park on the City’s property at the southeast corner of Main Street/S. Indiana Avenue; retain parking perpendicular to the alley. Park amenities should include:
o Green open space and trees/shade
o Seating areas
o Event space or stage w/ utilities
o Vendor friendly areas
o Replace gazebo
o Public art
o Drinking fountain
o Pet friendly
o Kids play area
o Bicycle parking

Long-Term (Past 2035)
• Define the southern portion of S. Indiana (from E. Broadway to Eucalyptus Avenue) with accent paving to match the northern portion.
• Cover the Buena Vista Creek channel and develop a pedestrian walkway and plaza area.

Extend pedestrian trail from city’s parking lot (on E. Broadway) to S. Santa Fe Avenue.

K:\Files\19846\report\19846-B.003.ParkingCirculationReport_20251021.docx 33 10/28/2025
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2025 Rick Engineering Companyc
21-OCT-2025 07:31
EXHIBIT 7-1

NOT TO SCALEDOWNTOWN VISTA PARKING, CIRCULATION AND GAZEBO PARKING LOT STUDY PREFERRED ALTERNATIVE 3 - ONE-WAY COUPLET WITH TEMPORARY CLOSURE OF S. INDIANA AVENUE 34 10/28/2025
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2025 Rick Engineering Companyc
21-OCT-2025 07:31
EXHIBIT 7-2

DOWNTOWN VISTA PARKING, CIRCULATION AND GAZEBO PARKING LOT STUDY

PUBLIC IMPROVEMENTS AND STREETSCAPE ENHANCEMENTS
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2025 Rick Engineering Companyc
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EXHIBIT 7-3

DOWNTOWN VISTA PARKING, CIRCULATION AND GAZEBO PARKING LOT STUDY

MODIFIED GAZEBO PLAZA CONCEPTUAL PLAN
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2025 Rick Engineering Companyc
21-OCT-2025 07:31
EXHIBIT 7-4

DOWNTOWN VISTA PARKING, CIRCULATION AND GAZEBO PARKING LOT STUDY MODIFIED GAZEBO PLAZA 3D RENDERINGS
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ATTACHMENT A

DOWNTOWN VISTA WORK PLAN

10/28/2025
D2

DOWNTOWN
VISTA

COMMITTEE
City Manager’s Office

WORK PLAN
Revised June 2, 2025
10/28/2025
D2

INTRODUCTION
The Downtown Committee was formed pursuant to City Council direction received on October 22, 2024, to evaluate parking, circulation, and public space within the historic downtown area. The Committee consists of 12 members as follows:

City Council: Corinna Contreras
Planning Commission: Lisa De Jesus
Traffic Commission: Sharon Larimer
CVBID Advisory Committee: Terry Woods
Community Safety Commission: Nicole Halle
Vista Chamber of Commerce: Lev Gershman
Business Owner: Natalie Trevino
Business Owner: Mike Zane
Property Owner: Julie Lowen
Property Owner: Clay McCarthy
Resident: Anne Pate
Resident: Deanna Faraone
GOALS
Strengthen community engagement through an open and transparent public process.

Improve parking and accessibility while maintaining adequate circulation.

Enhance downtown Vista’s public spaces through coordinated landscape and hardscape improvements, expanded amenities, and inclusive open areas that foster a unified theme and a family-friendly environment reflecting Vista's diversity.

Identify and enhance connections to the historic downtown from surrounding public uses and transportation hubs.

Create a Downtown Plan that can be used for future funding and capital projects.

WORK PLAN
Downtown Vista
Committee
10/28/2025
D2

WORK PLAN
KICKOFF MEETING – Vision for Downtown
March 7, 2025: AVO Playhouse
Introductions
Vision for Downtown
Presentations
COMMITEE MEETING #2 – Parking and Circulation
April 29, 2025 @ 6 pm: Civic Center, Morris B. Vance Community Room Review Draft Work Plan and Goals
Draft Work Plan to be distributed by staff and reviewed by Committee Discuss Goals, Work Plan and Future Dates
Hands-On Exercise to review circulation and parking concepts for analysis Break out groups with maps of Historic Downtown
Mark-up, post-its, stickers used to develop circulation and parking scenarios
Develop three scenarios for formal traffic analysis, or refine and bring back three recommendations at next meeting depending on the options presented
Prioritize short-term and long-term parking and circulation options List short-term plans, such as pilot parking concepts, drop-off zones, loading zones, etc.

Identify long-term parking or circulation options for inclusion in the plan, or further study
COMMITEE MEETING #3 – Walk Audit and Public Open Space
June 3, 2025 @ 6 pm: AVO Playhouse
Walk Audit of the Historic Downtown [those who wish to participate] Identify areas in need of wayfinding, accessibility improvements, and/or activation
Maps of the area provided for mark-up or notes
Develop recommendations for hands-on mapping exercise

WORK PLAN
Continued next page
Downtown Vista
Committee
10/28/2025
D2

COMMITEE MEETING #3 – Walk Audit and Public Open Space, continued
Landscape Architect/Consultant to review public space considerations Hands-On Exercise to review opportunities to enhance public space and connectivity
Break out groups back at AVO Playhouse with maps of Historic Downtown and/or easels with maps posted
Mark-up, post-its, stickers used to identify opportunities for public spaces and improvements, wayfinding, connections, etc.

Develop public space and accessibility recommendations for inclusion in the Downtown Plan
Develop a list and prioritize short-term and long-term opportunities for enhancement within the public right-of-way. Follow up with cost estimates
COMMITEE MEETING #4 – Parking and Circulation Analysis and Recommendations
June 23, 2025 @ 6 pm: Civic Center, Morris B. Vance Community Room Review Traffic Analysis with Traffic Consultant’s findings and recommendations
Traffic consultant’s modeling and analysis of the three scenarios distributed and reviewed by Committee
Discuss options presented and select a preferred alternative for inclusion in the Downtown Plan
COMMITEE MEETING #5 – Creating the Downtown Plan
August 28, 2025 @ 6 pm: Civic Center, Morris B. Vance Community Room Review final recommendations for parking and circulation along with public open space
Draft Downtown Plan final concepts presented and discussed Traffic Consultant presents final circulation and parking plan Landscape Architect/Consultant presents final public space and right-of-way recommendations
Make any final adjustments/recommendations related to the Downtown Plan
Develop and discuss draft budget estimates

WORK PLAN
Continued next page
Downtown Vista
Committee
10/28/2025
D2

COMMITEE MEETING #5 – Creating the Downtown Plan, continued Develop final recommendations to the City Council
Discuss final Downtown Plan and presentation to the City Council along with any additional recommendations
Provide phased cost estimates for the Downtown Plan to include in City Council recommendations
Discuss any potential funding sources for presentation to the City Council
CITY COUNCIL PRESENTATION – Committee Recommendations
September 23, 2025: @ 5:30 pm, Civic Center, Council Chambers Present final recommendations to the City Council in discussion format

WORK PLAN

RECAP OF FUTURE MEETING DATES
April 29, 2025, at 6 pm
Civic Center Morris B. Vance Community Room
200 Civic Center Drive
June 3, 2025, at 6 pm
AVO Playhouse
303 Main Street
June 23, 2025, at 6 pm
Civic Center Morris B. Vance Community Room
August 28, 2025, at 6 pm
Civic Center Morris B. Vance Community Room
September 23, 2025, at 5:30 pm
Civic Center Council Chambers
200 Civic Center Drive
Project website: vista.gov/downtown
Downtown Vista
Committee
10/28/2025
D2

ATTACHMENT B

TRAFFIC TURNING MOVEMENT COUNT SHEETS

10/28/2025
D2

Intersection Turning Movement
Prepared by:

N
802
862
200
#

AM MD PM TOTAL

TOTAL AM MD PM
1002 45 64 109
1640 974 755 1729
35 50 85

MD
AM 700AM -
NOON -
PM 400PM -

AM PEAK HOUR

NOON PEAK HOUR

PM PEAK HOUR
Day
Santa Fe Ave & Vista Village Dr
25-1051-001
(Intersection Name)

TURNING MOVEMENT COUNT

THURSDAY
11 03/20/25
Date
Project #: 25-1051-001

312
Santa Fe Ave
Vista Village Dr

PM

70 341
353

TOTAL
LOCATION #:
28 MD
116
367

CONTROL
Signal
Santa Fe Ave
171

APPROACH LANES
257
970
MD
509
461
650
TOTAL

PMAM

102218
624
39 TMC SUMMARY OF Santa Fe Ave & Vista Village Dr
Vista Village Dr
APPROACH LANES141

APPROACH LANES

APPROACH LANES
352

670
AM
130
430 PM
730 AM
900AM
600PM

COUNT PERIODS
10/28/2025
D2

Intersection Turning Movement
Prepared by:

N-S STREET: DATE: LOCATION:

E-W STREET: DAY: PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
LANES: 2 2 0 2 2 1 2 2 1 1 3 0
6:00 AM
6:15 AM
6:30 AM
6:45 AM
7:00 AM 21 32 7 22 121 130 51 101 17 2 283 7 794
7:15 AM 22 55 4 34 133 115 105 119 38 0 236 4 865
7:30 AM 36 73 0 22 130 125 106 162 42 6 298 8 1008
7:45 AM 19 75 5 35 164 110 85 156 32 11 205 6 903
8:00 AM 17 55 1 18 87 122 76 186 32 10 266 23 893
8:15 AM 30 54 5 55 128 104 85 166 35 8 205 8 883
8:30 AM 46 40 2 59 85 113 66 202 36 8 255 14 926
8:45 AM 21 45 4 15 49 77 69 179 33 5 210 10 717
9:00 AM
9:15 AM
9:30 AM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
Volumes 212 429 28 260 897 896 643 1271 265 50 1958 80 6989 Approach % 31.69 64.13 4.19 12.66 43.69 43.64 29.51 58.33 12.16 2.39 93.77 3.83 App/Depart 669 / 1152 2053 / 1212 2179 / 1559 2088 / 3066 730 AM
PEAK
Volumes 102 257 11 130 509 461 352 670 141 35 974 45 3687 Approach % 27.57 69.46 2.97 11.82 46.27 41.91 30.27 57.61 12.12 3.32 92.41 4.27 PEAK HR.

FACTOR: 0.914

33.202368, -117.243899
Signal
COMMENT 1:

GPS:

CONTROL:

0.890
AM Peak Hr Begins at:

0.845

WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND

0.9380.849
03/20/25

VistaSanta Fe Ave
Vista Village Dr 25-1051-001THURSDAY
veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

Intersection Turning Movement

N-S STREET: DATE: LOCATION:

E-W STREET: DAY: PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
LANES: 2 2 0 2 2 1 2 2 1 1 3 0
1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM
3:30 PM
3:45 PM
4:00 PM 32 84 4 23 76 72 187 232 23 7 173 11 924
4:15 PM 39 89 3 19 80 83 165 226 38 10 171 15 938
4:30 PM 24 99 7 15 73 75 165 251 42 12 174 17 954
4:45 PM 33 95 1 19 74 96 196 250 22 12 198 17 1013
5:00 PM 29 88 11 15 117 93 142 218 48 12 188 11 972
5:15 PM 30 85 9 21 89 77 147 251 59 14 195 19 996
5:30 PM 42 96 3 17 109 81 153 204 22 12 156 14 909
5:45 PM 41 86 6 11 73 89 126 218 29 14 139 12 844
6:00 PM
6:15 PM
6:30 PM
6:45 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
Volumes 270 722 44 140 691 666 1281 1850 283 93 1394 116 7550 Approach % 26.06 69.69 4.25 9.35 46.16 44.49 37.52 54.19 8.29 5.80 86.96 7.24 App/Depart 1036 / 2119 1497 / 1067 3414 / 2034 1603 / 2330 430 PM
PEAK
Volumes 116 367 28 70 353 341 650 970 171 50 755 64 3935 Approach % 22.70 71.82 5.48 9.16 46.20 44.63 36.29 54.16 9.55 5.75 86.88 7.36 PEAK HR.

FACTOR: 0.971
GPS: 33.202368, -117.243899

0.849 0.957
CONTROL: Signal
COMMENT 1: 0
Vista
PM Peak Hr Begins at:

0.953

WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND

0.983
Santa Fe Ave 03/20/25
0 Vista Village Dr THURSDAY 25-1051-001

veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

N-S STREET: Santa Fe Ave Date: 03/20/25 City: Vista
E-W STREET: Vista Village Dr Day: THURSDAY Project #: 25-1051-001

N-LEG S-LEG E-LEG W-LEG N-LEG S-LEG E-LEG W-LEG
7:00 AM 0 0 0 0 7:00 AM 0 0 0 0
7:15 AM 7 1 2 5 7:15 AM 0 0 0 1
7:30 AM 4 0 1 3 7:30 AM 0 0 0 0
7:45 AM 8 0 3 3 7:45 AM 0 2 0 0
8:00 AM 4 1 4 3 8:00 AM 0 0 0 3
8:15 AM 0 0 4 3 8:15 AM 1 0 0 1
8:30 AM 1 0 2 1 8:30 AM 0 0 0 0
8:45 AM 6 1 5 2 8:45 AM 0 0 0 0
TOTAL 30 3 21 20 TOTAL 1 2 0 5

N-LEG S-LEG E-LEG W-LEG N-LEG S-LEG E-LEG W-LEG
4:00 PM 4 0 2 6 4:00 PM 0 0 0 0
4:15 PM 5 1 0 8 4:15 PM 0 0 0 0
4:30 PM 1 0 1 1 4:30 PM 0 0 0 0
4:45 PM 5 0 5 11 4:45 PM 0 0 0 0
5:00 PM 0 0 1 2 5:00 PM 0 0 0 1
5:15 PM 0 0 7 0 5:15 PM 0 0 0 0
5:30 PM 1 0 9 4 5:30 PM 0 0 0 0
5:45 PM 3 0 2 5 5:45 PM 0 0 0 0
TOTAL 19 1 27 37 TOTAL 0 0 0 1
Pedestrian & Bicycle Study

PEDESTRIANS BICYCLES
South Leg

PEDESTRIANS BICYCLES
West Leg East Leg
North Leg
veracity group
Traffic Studies Done Right
traffic
10/28/2025
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Intersection Turning Movement
Prepared by:

N
28 0
1 #

AM MD PM TOTAL

TOTAL AM MD PM
12 3 12 15
1872 1005 858 1863
7 8 15

MD
AM 700AM -
NOON -
PM 400PM -

AM PEAK HOUR

NOON PEAK HOUR

PM PEAK HOUR
Day
Indiana Ave & Vista Village Dr
25-1051-002
(Intersection Name)

TURNING MOVEMENT COUNT

THURSDAY
17 03/20/25
Date
Project #: 25-1051-002

76 Indiana Ave
Vista Village Dr

PM

1 11
0 TOTAL
LOCATION #:
18 MD
0 0

CONTROL
2-Way Stop

NB & SB
Indiana Ave
31 APPROACH LANES
0 1031
MD
0 17
6 TOTAL

PMAM

00 0
35 TMC SUMMARY OF Indiana Ave & Vista Village Dr
Vista Village Dr
APPROACH LANES45

APPROACH LANES

APPROACH LANES
6 841
AM
0 430 PM
800 AM
900AM
600PM

COUNT PERIODS
10/28/2025
D2

Intersection Turning Movement
Prepared by:

N-S STREET: DATE: LOCATION:

E-W STREET: DAY: PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
LANES: 0 0 1 0 1 0 1 2 0 1 2 0
6:00 AM
6:15 AM
6:30 AM
6:45 AM
7:00 AM 0 0 2 0 0 8 2 123 5 2 284 1 427
7:15 AM 0 0 2 0 1 9 0 151 6 5 231 1 406
7:30 AM 0 0 3 0 0 9 4 168 12 5 303 0 504
7:45 AM 0 0 4 0 1 12 4 187 5 1 210 0 424
8:00 AM 0 0 3 0 0 5 1 196 8 3 294 2 512
8:15 AM 0 0 4 0 0 3 1 217 8 1 218 0 452
8:30 AM 0 0 4 0 0 3 3 247 13 1 274 1 546
8:45 AM 0 0 6 0 0 6 1 181 16 2 219 0 431
9:00 AM
9:15 AM
9:30 AM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
Volumes 0 0 28 0 2 55 16 1470 73 20 2033 5 3702
Approach % 0.00 0.00 100.00 0.00 3.51 96.49 1.03 94.29 4.68 0.97 98.79 0.24 App/Depart 28 / 21 57 / 95 1559 / 1498 2058 / 2088
800 AM
PEAK
Volumes 0 0 17 0 0 17 6 841 45 7 1005 3 1941
Approach % 0.00 0.00 100.00 0.00 0.00 100.00 0.67 94.28 5.04 0.69 99.01 0.30 PEAK HR.

FACTOR: 0.889

33.202895, -117.242934
2-Way Stop (NB & SB)
COMMENT 1:

GPS:

CONTROL:

0.708
AM Peak Hr Begins at:

0.849

WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND

0.8480.708
03/20/25

VistaIndiana Ave
Vista Village Dr 25-1051-002THURSDAY
veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

Intersection Turning Movement

N-S STREET: DATE: LOCATION:

E-W STREET: DAY: PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
LANES: 0 0 1 0 1 0 1 2 0 1 2 0
1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM
3:30 PM
3:45 PM
4:00 PM 0 0 5 0 0 5 5 245 9 3 186 0 458
4:15 PM 0 0 8 0 0 4 1 230 17 1 192 0 453
4:30 PM 0 0 5 0 0 2 1 263 9 0 201 2 483
4:45 PM 0 0 6 0 0 3 1 260 9 2 224 2 507
5:00 PM 0 0 3 0 0 3 1 233 10 1 208 3 462
5:15 PM 0 0 4 1 0 3 3 275 3 5 225 5 524
5:30 PM 0 0 7 0 0 1 3 206 15 0 181 5 418
5:45 PM 0 0 6 0 0 6 5 223 7 3 159 3 412
6:00 PM
6:15 PM
6:30 PM
6:45 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
Volumes 0 0 44 1 0 27 20 1935 79 15 1576 20 3717
Approach % 0.00 0.00 100.00 3.57 0.00 96.43 0.98 95.13 3.88 0.93 97.83 1.24 App/Depart 44 / 40 28 / 94 2034 / 1980 1611 / 1603
430 PM
PEAK
Volumes 0 0 18 1 0 11 6 1031 31 8 858 12 1976
Approach % 0.00 0.00 100.00 8.33 0.00 91.67 0.56 96.54 2.90 0.91 97.72 1.37 PEAK HR.

FACTOR: 0.943
GPS: 33.202895, -117.242934

0.750 0.950
CONTROL: 2-Way Stop (NB & SB)
COMMENT 1: 0
Vista
PM Peak Hr Begins at:

0.934

WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND

0.750
Indiana Ave 03/20/25
0 Vista Village Dr THURSDAY 25-1051-002

veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

N-S STREET: Indiana Ave Date: 03/20/25 City: Vista
E-W STREET: Vista Village Dr Day: THURSDAY Project #: 25-1051-002

N-LEG S-LEG E-LEG W-LEG N-LEG S-LEG E-LEG W-LEG
7:00 AM 0 0 0 0 7:00 AM 0 0 0 0
7:15 AM 1 1 1 0 7:15 AM 0 0 0 0
7:30 AM 2 0 0 0 7:30 AM 0 0 0 0
7:45 AM 2 0 0 0 7:45 AM 1 0 0 0
8:00 AM 0 1 0 0 8:00 AM 0 0 0 0
8:15 AM 0 1 0 0 8:15 AM 0 0 0 0
8:30 AM 2 0 0 0 8:30 AM 0 0 0 0
8:45 AM 0 0 0 0 8:45 AM 0 0 0 0
TOTAL 7 3 1 0 TOTAL 1 0 0 0

N-LEG S-LEG E-LEG W-LEG N-LEG S-LEG E-LEG W-LEG
4:00 PM 1 2 0 0 4:00 PM 0 0 0 0
4:15 PM 0 2 0 0 4:15 PM 0 0 0 0
4:30 PM 1 0 0 0 4:30 PM 0 0 0 0
4:45 PM 4 1 0 0 4:45 PM 0 0 0 0
5:00 PM 5 1 0 0 5:00 PM 0 0 0 0
5:15 PM 0 1 0 2 5:15 PM 0 0 0 0
5:30 PM 0 2 0 0 5:30 PM 0 0 0 0
5:45 PM 2 0 0 0 5:45 PM 0 0 0 0
TOTAL 13 9 0 2 TOTAL 0 0 0 0
Pedestrian & Bicycle Study

PEDESTRIANS BICYCLES
South Leg

PEDESTRIANS BICYCLES
West Leg East Leg
North Leg
veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

Intersection Turning Movement
Prepared by:

N
38 1
3 #

AM MD PM TOTAL

TOTAL AM MD PM
23 9 6 15
1802 981 865 1846
16 12 28

MD
AM 700AM -
NOON -
PM 400PM -

AM PEAK HOUR

NOON PEAK HOUR

PM PEAK HOUR
Day
Michigan Ave & Vista Village Dr
25-1051-003
(Intersection Name)

TURNING MOVEMENT COUNT

THURSDAY
26 03/20/25
Date
Project #: 25-1051-003

83 Michigan Ave
Vista Village Dr

PM

1 6
0 TOTAL
LOCATION #:
31 MD
7 0

CONTROL
2-Way Stop

NB & SB
Michigan Ave
64 APPROACH LANES
0 972
MD
1 32
14 TOTAL

PMAM

29 0
57 TMC SUMMARY OF Michigan Ave & Vista Village Dr
Vista Village Dr
APPROACH LANES19

APPROACH LANES

APPROACH LANES
9 830
AM
2 430 PM
800 AM
900AM
600PM

COUNT PERIODS
10/28/2025
D2

Intersection Turning Movement
Prepared by:

N-S STREET: DATE: LOCATION:

E-W STREET: DAY: PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
LANES: 0 1 0 0 1 0 1 2 0 1 2 0
6:00 AM
6:15 AM
6:30 AM
6:45 AM
7:00 AM 0 0 4 0 0 12 3 117 5 5 275 0 421
7:15 AM 0 0 6 0 0 6 1 146 6 4 231 2 402
7:30 AM 0 0 4 1 0 8 2 162 7 6 300 5 495
7:45 AM 0 0 9 0 0 7 0 183 8 3 204 1 415
8:00 AM 0 0 9 1 0 10 3 190 6 3 289 2 513
8:15 AM 0 0 6 0 0 4 3 213 5 2 215 0 448
8:30 AM 0 0 6 0 0 8 3 243 5 7 268 5 545
8:45 AM 2 0 5 1 1 10 0 184 3 4 209 2 421
9:00 AM
9:15 AM
9:30 AM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
Volumes 2 0 49 3 1 65 15 1438 45 34 1991 17 3660
Approach % 3.92 0.00 96.08 4.35 1.45 94.20 1.00 95.99 3.00 1.67 97.50 0.83 App/Depart 51 / 32 69 / 80 1498 / 1490 2042 / 2058
800 AM
PEAK
Volumes 2 0 26 2 1 32 9 830 19 16 981 9 1927
Approach % 7.14 0.00 92.86 5.71 2.86 91.43 1.05 96.74 2.21 1.59 97.51 0.89 PEAK HR.

FACTOR: 0.884

33.203421, -117.241856
2-Way Stop (NB & SB)
COMMENT 1:

GPS:

CONTROL:

0.729
AM Peak Hr Begins at:

0.855

WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND

0.8550.778
03/20/25

VistaMichigan Ave
Vista Village Dr 25-1051-003THURSDAY
veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

Intersection Turning Movement

N-S STREET: DATE: LOCATION:

E-W STREET: DAY: PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
LANES: 0 1 0 0 1 0 1 2 0 1 2 0
1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM
3:30 PM
3:45 PM
4:00 PM 3 0 6 0 0 1 6 238 6 1 185 0 446
4:15 PM 1 1 6 0 0 1 21 203 14 2 191 1 441
4:30 PM 1 0 5 0 0 3 2 256 10 3 199 1 480
4:45 PM 4 0 8 1 0 1 5 249 12 6 223 0 509
5:00 PM 1 0 9 0 0 2 5 202 29 1 209 3 461
5:15 PM 1 0 9 0 0 0 2 265 13 2 234 2 528
5:30 PM 0 0 15 0 0 1 7 191 15 3 185 1 418
5:45 PM 2 1 15 0 0 2 9 204 16 4 161 0 414
6:00 PM
6:15 PM
6:30 PM
6:45 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
Volumes 13 2 73 1 0 11 57 1808 115 22 1587 8 3697
Approach % 14.77 2.27 82.95 8.33 0.00 91.67 2.88 91.31 5.81 1.36 98.14 0.49 App/Depart 88 / 67 12 / 137 1980 / 1882 1617 / 1611
430 PM
PEAK
Volumes 7 0 31 1 0 6 14 972 64 12 865 6 1978
Approach % 18.42 0.00 81.58 14.29 0.00 85.71 1.33 92.57 6.10 1.36 97.96 0.68 PEAK HR.

FACTOR: 0.937
GPS: 33.203421, -117.241856

0.583 0.938
CONTROL: 2-Way Stop (NB & SB)
COMMENT 1: 0
Vista
PM Peak Hr Begins at:

0.928

WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND

0.792
Michigan Ave 03/20/25
0 Vista Village Dr THURSDAY 25-1051-003

veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

N-S STREET: Michigan Ave Date: 03/20/25 City: Vista
E-W STREET: Vista Village Dr Day: THURSDAY Project #: 25-1051-003

N-LEG S-LEG E-LEG W-LEG N-LEG S-LEG E-LEG W-LEG
7:00 AM 0 1 0 0 7:00 AM 0 0 0 0
7:15 AM 0 2 0 0 7:15 AM 1 0 0 0
7:30 AM 4 1 0 0 7:30 AM 0 0 0 0
7:45 AM 7 1 3 0 7:45 AM 0 0 0 0
8:00 AM 2 1 0 0 8:00 AM 0 0 0 0
8:15 AM 8 1 0 0 8:15 AM 2 0 0 0
8:30 AM 8 2 0 0 8:30 AM 0 0 0 0
8:45 AM 2 1 0 0 8:45 AM 0 0 0 0
TOTAL 31 10 3 0 TOTAL 3 0 0 0

N-LEG S-LEG E-LEG W-LEG N-LEG S-LEG E-LEG W-LEG
4:00 PM 0 0 0 0 4:00 PM 0 0 0 0
4:15 PM 2 0 0 0 4:15 PM 0 0 0 0
4:30 PM 1 1 0 0 4:30 PM 0 0 0 0
4:45 PM 1 1 0 0 4:45 PM 1 0 0 0
5:00 PM 2 0 0 0 5:00 PM 0 0 0 0
5:15 PM 0 0 0 0 5:15 PM 0 0 0 0
5:30 PM 3 0 0 0 5:30 PM 0 0 0 0
5:45 PM 1 0 0 0 5:45 PM 1 0 0 0
TOTAL 10 2 0 0 TOTAL 2 0 0 0
Pedestrian & Bicycle Study

PEDESTRIANS BICYCLES
South Leg

PEDESTRIANS BICYCLES
West Leg East Leg
North Leg
veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

Intersection Turning Movement
Prepared by:

N
118
35 83
#

AM MD PM TOTAL

TOTAL AM MD PM
80 60 82 142
1712 891 784 1675
0 0 0

MD
AM 700AM -
NOON -
PM 400PM -

AM PEAK HOUR

NOON PEAK HOUR

PM PEAK HOUR
Day
Citrus Ave & Vista Village Dr
25-1051-004
(Intersection Name)

TURNING MOVEMENT COUNT

THURSDAY
8 03/20/25
Date
Project #: 25-1051-004

72 Citrus Ave
Vista Village Dr

PM

42 49
16 TOTAL
LOCATION #:
22 MD
51 22

CONTROL
Signal
Citrus Ave
45 APPROACH LANES
2 910
MD
19 69
49 TOTAL

PMAM

4091
24 30
TMC SUMMARY OF Citrus Ave & Vista Village Dr
Vista Village Dr
APPROACH LANES27

APPROACH LANES

APPROACH LANES
31 802
AM
41 430 PM
745 AM
900AM
600PM

COUNT PERIODS
10/28/2025
D2

Intersection Turning Movement
Prepared by:

N-S STREET: DATE: LOCATION:

E-W STREET: DAY: PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
LANES: 0 1 1 0 1 0 1 2 0 0 2 0
6:00 AM
6:15 AM
6:30 AM
6:45 AM
7:00 AM 2 0 1 11 4 22 3 109 9 0 256 7 424
7:15 AM 6 0 3 10 6 25 5 136 11 0 206 10 418
7:30 AM 3 1 5 11 4 24 7 155 5 0 284 18 517
7:45 AM 9 2 2 10 8 21 8 176 8 0 179 28 451
8:00 AM 14 0 1 7 6 20 8 182 10 0 260 14 522
8:15 AM 9 0 4 8 3 15 7 208 4 0 193 10 461
8:30 AM 8 0 1 16 2 13 8 236 5 0 259 8 556
8:45 AM 3 0 3 13 5 12 4 180 6 0 200 18 444
9:00 AM
9:15 AM
9:30 AM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
Volumes 54 3 20 86 38 152 50 1382 58 0 1837 113 3793
Approach % 70.13 3.90 25.97 31.16 13.77 55.07 3.36 92.75 3.89 0.00 94.21 5.79 App/Depart 77 / 166 276 / 96 1490 / 1488 1950 / 2043
745 AM
PEAK
Volumes 40 2 8 41 19 69 31 802 27 0 891 60 1990
Approach % 80.00 4.00 16.00 31.78 14.73 53.49 3.60 93.26 3.14 0.00 93.69 6.31 PEAK HR.

FACTOR: 0.895

33.203780, -117.240844
Signal
COMMENT 1:

GPS:

CONTROL:

0.827
AM Peak Hr Begins at:

0.868

WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND

0.8630.833
03/20/25

VistaCitrus Ave
Vista Village Dr 25-1051-004THURSDAY
veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

Intersection Turning Movement

N-S STREET: DATE: LOCATION:

E-W STREET: DAY: PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
LANES: 0 1 1 0 1 0 1 2 0 0 2 0
1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM
3:30 PM
3:45 PM
4:00 PM 14 2 4 11 7 10 16 224 4 0 162 11 465
4:15 PM 16 3 6 11 4 10 19 184 6 0 167 13 439
4:30 PM 13 6 3 12 5 15 8 242 11 0 175 22 512
4:45 PM 9 5 5 6 6 12 14 230 14 0 208 13 522
5:00 PM 17 4 6 9 3 8 13 186 12 0 189 25 472
5:15 PM 12 7 8 15 2 14 14 252 8 0 212 22 566
5:30 PM 9 2 2 14 5 12 13 179 14 0 168 24 442
5:45 PM 13 5 5 5 6 14 16 197 6 0 138 21 426
6:00 PM
6:15 PM
6:30 PM
6:45 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
Volumes 103 34 39 83 38 95 113 1694 75 0 1419 151 3844
Approach % 58.52 19.32 22.16 38.43 17.59 43.98 6.00 90.01 3.99 0.00 90.38 9.62 App/Depart 176 / 298 216 / 113 1882 / 1816 1570 / 1617
430 PM
PEAK
Volumes 51 22 22 42 16 49 49 910 45 0 784 82 2072
Approach % 53.68 23.16 23.16 39.25 14.95 45.79 4.88 90.64 4.48 0.00 90.53 9.47 PEAK HR.

FACTOR: 0.915
GPS: 33.203780, -117.240844

0.836 0.916
CONTROL: Signal
COMMENT 1: 0
Vista
PM Peak Hr Begins at:

0.925

WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND

0.880
Citrus Ave 03/20/25
0 Vista Village Dr THURSDAY 25-1051-004

veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

N-S STREET: Citrus Ave Date: 03/20/25 City: Vista
E-W STREET: Vista Village Dr Day: THURSDAY Project #: 25-1051-004

N-LEG S-LEG E-LEG W-LEG N-LEG S-LEG E-LEG W-LEG
7:00 AM 0 0 2 0 7:00 AM 0 0 0 0
7:15 AM 0 1 0 1 7:15 AM 1 0 0 0
7:30 AM 7 1 5 4 7:30 AM 0 0 0 0
7:45 AM 5 1 3 6 7:45 AM 0 0 0 0
8:00 AM 3 1 0 1 8:00 AM 0 0 0 0
8:15 AM 4 0 5 8 8:15 AM 0 0 0 0
8:30 AM 5 1 2 5 8:30 AM 0 0 0 0
8:45 AM 0 2 6 8 8:45 AM 0 0 0 0
TOTAL 24 7 23 33 TOTAL 1 0 0 0

N-LEG S-LEG E-LEG W-LEG N-LEG S-LEG E-LEG W-LEG
4:00 PM 2 0 6 4 4:00 PM 0 0 0 0
4:15 PM 0 0 0 2 4:15 PM 0 0 0 0
4:30 PM 0 0 0 0 4:30 PM 0 0 0 0
4:45 PM 4 0 0 0 4:45 PM 0 0 0 0
5:00 PM 3 0 0 1 5:00 PM 0 0 0 0
5:15 PM 2 2 0 2 5:15 PM 0 0 0 0
5:30 PM 0 0 0 1 5:30 PM 0 0 0 0
5:45 PM 2 0 0 0 5:45 PM 0 0 0 0
TOTAL 13 2 6 10 TOTAL 0 0 0 0
Pedestrian & Bicycle Study

PEDESTRIANS BICYCLES
South Leg

PEDESTRIANS BICYCLES
West Leg East Leg
North Leg
veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

Intersection Turning Movement
Prepared by:

N
60 6
25 #

AM MD PM TOTAL

TOTAL AM MD PM
60 8 19 27
1768 923 843 1766
48 58 106

MD
AM 700AM -
NOON -
PM 400PM -

AM PEAK HOUR

NOON PEAK HOUR

PM PEAK HOUR
Day
Main St / Palm Dr & Vista Village Dr
25-1051-005
(Intersection Name)

TURNING MOVEMENT COUNT

THURSDAY
70 03/20/25
Date
Project #: 25-1051-005

5 Main St / Palm Dr
Vista Village Dr

PM

14 22
3 TOTAL
LOCATION #:
174
MD
1 6

CONTROL
Signal
Main St / Palm Dr
3 APPROACH LANES
5 935
MD
3 38
36 TOTAL

PMAM

12 11
244
TMC SUMMARY OF Main St / Palm Dr & Vista Village Dr
Vista Village Dr
APPROACH LANES2

APPROACH LANES

APPROACH LANES
24 833
AM
11 430 PM
800 AM
900AM
600PM

COUNT PERIODS
10/28/2025
D2

Intersection Turning Movement
Prepared by:

N-S STREET: DATE: LOCATION:

E-W STREET: DAY: PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
LANES: 0.5 0.5 1 0 1 0 1 2 0 1 2 0
6:00 AM
6:15 AM
6:30 AM
6:45 AM
7:00 AM 1 0 5 2 0 9 2 117 2 3 253 0 394
7:15 AM 0 1 7 4 2 8 4 145 0 6 208 5 390
7:30 AM 0 0 12 5 3 16 5 164 2 9 286 0 502
7:45 AM 0 1 14 2 1 15 2 186 0 7 192 1 421
8:00 AM 0 1 13 4 2 13 5 185 0 5 261 3 492
8:15 AM 1 1 14 1 0 10 3 216 1 13 192 2 454
8:30 AM 0 2 17 3 0 8 12 241 0 19 259 2 563
8:45 AM 0 1 26 3 1 7 4 191 1 11 211 1 457
9:00 AM
9:15 AM
9:30 AM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
Volumes 2 7 108 24 9 86 37 1445 6 73 1862 14 3673
Approach % 1.71 5.98 92.31 20.17 7.56 72.27 2.49 97.11 0.40 3.75 95.54 0.72 App/Depart 117 / 58 119 / 88 1488 / 1577 1949 / 1950
800 AM
PEAK
Volumes 1 5 70 11 3 38 24 833 2 48 923 8 1966
Approach % 1.32 6.58 92.11 21.15 5.77 73.08 2.79 96.97 0.23 4.90 94.28 0.82 PEAK HR.

FACTOR: 0.873

33.203954, -117.239791
Signal
COMMENT 1:

GPS:

CONTROL:

0.684
AM Peak Hr Begins at:

0.874

WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND

0.8490.704
03/20/25

VistaMain St / Palm Dr
Vista Village Dr 25-1051-005THURSDAY
veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

Intersection Turning Movement

N-S STREET: DATE: LOCATION:

E-W STREET: DAY: PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
LANES: 0.5 0.5 1 0 1 0 1 2 0 1 2 0
1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM
3:30 PM
3:45 PM
4:00 PM 1 1 25 2 1 7 6 233 0 10 165 4 455
4:15 PM 0 2 36 2 0 8 10 188 3 19 172 3 443
4:30 PM 0 2 57 3 0 5 6 251 0 13 192 5 534
4:45 PM 0 2 38 6 1 6 12 229 0 15 215 7 531
5:00 PM 0 0 45 1 1 7 6 192 3 12 207 6 480
5:15 PM 1 2 34 4 1 4 12 263 0 18 229 1 569
5:30 PM 0 0 34 3 0 4 5 190 0 24 188 6 454
5:45 PM 2 1 36 0 1 4 7 199 1 16 153 3 423
6:00 PM
6:15 PM
6:30 PM
6:45 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
Volumes 4 10 305 21 5 45 64 1745 7 127 1521 35 3889
Approach % 1.25 3.13 95.61 29.58 7.04 63.38 3.52 96.09 0.39 7.55 90.37 2.08 App/Depart 319 / 109 71 / 139 1816 / 2071 1683 / 1570
430 PM
PEAK
Volumes 1 6 174 14 3 22 36 935 3 58 843 19 2114
Approach % 0.55 3.31 96.13 35.90 7.69 56.41 3.70 96.00 0.31 6.30 91.63 2.07 PEAK HR.

FACTOR: 0.929
GPS: 33.203954, -117.239791

0.750 0.885
CONTROL: Signal
COMMENT 1: 0
Vista
PM Peak Hr Begins at:

0.927

WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND

0.767
Main St / Palm Dr 03/20/25
0 Vista Village Dr THURSDAY 25-1051-005

veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

N-S STREET: Main St / Palm Dr Date: 03/20/25 City: Vista E-W STREET: Vista Village Dr Day: THURSDAY Project #: 25-1051-005

N-LEG S-LEG E-LEG W-LEG N-LEG S-LEG E-LEG W-LEG
7:00 AM 1 0 3 0 7:00 AM 0 0 0 0
7:15 AM 0 0 4 0 7:15 AM 0 0 0 0
7:30 AM 0 5 1 0 7:30 AM 0 0 0 0
7:45 AM 0 3 0 0 7:45 AM 0 0 0 0
8:00 AM 2 2 1 0 8:00 AM 0 0 0 0
8:15 AM 4 4 1 0 8:15 AM 0 0 0 0
8:30 AM 3 3 6 0 8:30 AM 0 0 0 0
8:45 AM 0 1 6 0 8:45 AM 0 0 0 0
TOTAL 10 18 22 0 TOTAL 0 0 0 0

N-LEG S-LEG E-LEG W-LEG N-LEG S-LEG E-LEG W-LEG
4:00 PM 2 1 3 0 4:00 PM 0 0 0 0
4:15 PM 0 1 1 0 4:15 PM 0 1 0 0
4:30 PM 0 0 1 0 4:30 PM 0 0 0 0
4:45 PM 1 0 2 0 4:45 PM 0 0 0 0
5:00 PM 0 0 2 0 5:00 PM 0 0 0 0
5:15 PM 1 0 1 0 5:15 PM 0 0 0 0
5:30 PM 1 0 0 0 5:30 PM 0 0 0 0
5:45 PM 3 1 2 0 5:45 PM 0 0 0 0
TOTAL 8 3 12 0 TOTAL 0 1 0 0
Pedestrian & Bicycle Study

PEDESTRIANS BICYCLES
South Leg

PEDESTRIANS BICYCLES
West Leg East Leg
North Leg
veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

Intersection Turning Movement
Prepared by:

N
226
1017
40 #

AM MD PM TOTAL

TOTAL AM MD PM
86 33 27 60
133 43 66 109
7 12 19

MD
AM 700AM -
NOON -
PM 400PM -

AM PEAK HOUR

NOON PEAK HOUR

PM PEAK HOUR
Day
Santa Fe Ave & Main St
25-1051-006
(Intersection Name)

TURNING MOVEMENT COUNT

THURSDAY
13 03/20/25
Date
Project #: 25-1051-006

114
Santa Fe Ave
Main St

PM

22 94
482

TOTAL
LOCATION #:
20 MD
72 418

CONTROL
Signal
Santa Fe Ave
81 APPROACH LANES
310
105
MD
535
132
68 TOTAL

PMAM

2799
728
33 TMC SUMMARY OF Santa Fe Ave & Main St
Main St
APPROACH LANES33

APPROACH LANES

APPROACH LANES
18 28
AM
18 500 PM
730 AM
900AM
600PM

COUNT PERIODS
10/28/2025
D2

Intersection Turning Movement
Prepared by:

N-S STREET: DATE: LOCATION:

E-W STREET: DAY: PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
LANES: 1 1 0 1 2 1 1 1 1 1 1 1
6:00 AM
6:15 AM
6:30 AM
6:45 AM
7:00 AM 3 53 0 3 112 25 1 3 6 1 8 3 218
7:15 AM 4 69 2 2 145 24 4 3 6 6 15 5 285
7:30 AM 11 84 2 6 142 30 3 2 2 3 16 17 318
7:45 AM 2 88 4 5 177 25 6 7 4 0 9 4 331
8:00 AM 8 65 3 3 71 55 2 7 15 2 8 8 247
8:15 AM 6 73 4 4 145 22 7 12 12 2 10 4 301
8:30 AM 13 76 5 2 85 42 3 13 7 3 26 10 285
8:45 AM 12 49 2 10 63 14 2 9 14 2 10 17 204
9:00 AM
9:15 AM
9:30 AM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
Volumes 59 557 22 35 940 237 28 56 66 19 102 68 2189
Approach % 9.25 87.30 3.45 2.89 77.56 19.55 18.67 37.33 44.00 10.05 53.97 35.98 App/Depart 638 / 653 1212 / 1025 150 / 113 189 / 398
730 AM
PEAK
Volumes 27 310 13 18 535 132 18 28 33 7 43 33 1197
Approach % 7.71 88.57 3.71 2.63 78.10 19.27 22.78 35.44 41.77 8.43 51.81 39.76 PEAK HR.

FACTOR: 0.904

33.201578, -117.243446
Signal
COMMENT 1:

GPS:

CONTROL:

0.827
AM Peak Hr Begins at:

0.576

WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND

0.6370.902
03/20/25

VistaSanta Fe Ave
Main St 25-1051-006THURSDAY
veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

Intersection Turning Movement

N-S STREET: DATE: LOCATION:

E-W STREET: DAY: PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
LANES: 1 1 0 1 2 1 1 1 1 1 1 1
1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM
3:30 PM
3:45 PM
4:00 PM 28 83 0 1 76 29 25 37 32 6 12 8 337
4:15 PM 20 104 4 3 94 31 15 31 20 3 17 10 352
4:30 PM 15 101 5 7 100 20 21 39 20 3 8 5 344
4:45 PM 23 100 3 14 73 21 17 25 20 3 14 9 322
5:00 PM 23 108 9 5 154 18 17 29 23 5 19 8 418
5:15 PM 10 87 2 3 138 21 21 23 24 0 17 4 350
5:30 PM 8 116 5 7 108 28 9 30 16 3 15 12 357
5:45 PM 31 107 4 7 82 27 21 23 18 4 15 3 342
6:00 PM
6:15 PM
6:30 PM
6:45 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
Volumes 158 806 32 47 825 195 146 237 173 27 117 59 2822 Approach % 15.86 80.92 3.21 4.40 77.32 18.28 26.26 42.63 31.12 13.30 57.64 29.06 App/Depart 996 / 1011 1067 / 1025 556 / 316 203 / 470
500 PM
PEAK
Volumes 72 418 20 22 482 94 68 105 81 12 66 27 1467
Approach % 14.12 81.96 3.92 3.68 80.60 15.72 26.77 41.34 31.89 11.43 62.86 25.71 PEAK HR.

FACTOR: 0.877
GPS: 33.201578, -117.243446

0.845 0.920
CONTROL: Signal
COMMENT 1: 0
Vista
PM Peak Hr Begins at:

0.820

WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND

0.898
Santa Fe Ave 03/20/25
0 Main St THURSDAY 25-1051-006

veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

N-S STREET: Santa Fe Ave Date: 03/20/25 City: Vista
E-W STREET: Main St Day: THURSDAY Project #: 25-1051-006

N-LEG S-LEG E-LEG W-LEG N-LEG S-LEG E-LEG W-LEG
7:00 AM 0 0 1 3 7:00 AM 0 0 2 1
7:15 AM 0 1 0 2 7:15 AM 0 0 0 0
7:30 AM 0 1 0 3 7:30 AM 0 0 0 0
7:45 AM 3 1 2 2 7:45 AM 0 0 3 0
8:00 AM 6 3 2 3 8:00 AM 0 1 1 0
8:15 AM 7 6 5 3 8:15 AM 0 0 0 1
8:30 AM 0 3 4 2 8:30 AM 0 0 1 1
8:45 AM 2 0 2 4 8:45 AM 0 0 0 0
TOTAL 18 15 16 22 TOTAL 0 1 7 3

N-LEG S-LEG E-LEG W-LEG N-LEG S-LEG E-LEG W-LEG
4:00 PM 6 5 1 4 4:00 PM 0 0 1 2
4:15 PM 3 2 2 13 4:15 PM 0 0 0 1
4:30 PM 0 4 1 6 4:30 PM 0 0 0 0
4:45 PM 3 9 3 2 4:45 PM 0 0 0 0
5:00 PM 1 6 0 1 5:00 PM 0 0 1 0
5:15 PM 4 6 1 0 5:15 PM 0 0 0 0
5:30 PM 4 1 3 7 5:30 PM 0 0 0 0
5:45 PM 2 5 2 1 5:45 PM 0 0 0 0
TOTAL 23 38 13 34 TOTAL 0 0 2 3
Pedestrian & Bicycle Study

PEDESTRIANS BICYCLES
South Leg

PEDESTRIANS BICYCLES
West Leg East Leg
North Leg
veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

Intersection Turning Movement
Prepared by:

N
45 21
45 #

AM MD PM TOTAL

TOTAL AM MD PM
15 8 15 23
203 80 80 160
4 11 15

MD
AM 700AM -
NOON -
PM 400PM -

AM PEAK HOUR

NOON PEAK HOUR

PM PEAK HOUR
Day
Indiana Ave / Hanes Pl & Main St
25-1051-007
(Intersection Name)

TURNING MOVEMENT COUNT

THURSDAY
0 03/20/25
Date
Project #: 25-1051-007

29 Indiana Ave / Hanes Pl
Main St

PM

17 24
9 TOTAL
LOCATION #:
0 MD
0 0

CONTROL
3-Way Stop
Indiana Ave / Hanes Pl
16 APPROACH LANES
0 150
MD
12 21
8 TOTAL

PMAM

00 0
0 TMC SUMMARY OF Indiana Ave / Hanes Pl & Main St
Main St
APPROACH LANES13

APPROACH LANES

APPROACH LANES
7 53
AM
28 415 PM
800 AM
900AM
600PM

COUNT PERIODS
10/28/2025
D2

Intersection Turning Movement
Prepared by:

N-S STREET: DATE: LOCATION:

E-W STREET: DAY: PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
LANES: 0 0 0 0 1 0 0 1 0 0 1 0
6:00 AM
6:15 AM
6:30 AM
6:45 AM
7:00 AM 0 0 0 3 1 4 2 2 3 3 9 0 27
7:15 AM 0 0 0 2 0 8 1 4 2 0 18 0 35
7:30 AM 0 0 0 7 0 11 1 8 1 0 24 2 54
7:45 AM 0 0 0 4 0 2 1 13 2 1 12 3 38
8:00 AM 0 0 0 5 0 6 1 12 0 1 12 1 38
8:15 AM 0 0 0 4 2 3 1 15 3 2 13 3 46
8:30 AM 0 0 0 8 4 7 2 12 6 0 31 2 72
8:45 AM 0 0 0 11 6 5 3 14 4 1 24 2 70
9:00 AM
9:15 AM
9:30 AM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
Volumes 0 0 0 44 13 46 12 80 21 8 143 13 380
Approach % #### #### #### 42.72 12.62 44.66 10.62 70.80 18.58 4.88 87.20 7.93 App/Depart 0 / 25 103 / 42 113 / 124 164 / 189
800 AM
PEAK
Volumes 0 0 0 28 12 21 7 53 13 4 80 8 226
Approach % #### #### #### 45.90 19.67 34.43 9.59 72.60 17.81 4.35 86.96 8.70 PEAK HR.

FACTOR: 0.785

33.202151, -117.242464
3-Way Stop
COMMENT 1:

GPS:

CONTROL:

0.693
AM Peak Hr Begins at:

0.697

WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND

0.8690.000
03/20/25

VistaIndiana Ave / Hanes Pl
Main St 25-1051-007THURSDAY
veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

Intersection Turning Movement

N-S STREET: DATE: LOCATION:

E-W STREET: DAY: PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
LANES: 0 0 0 0 1 0 0 1 0 0 1 0
1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM
3:30 PM
3:45 PM
4:00 PM 0 0 0 3 2 6 1 33 4 1 20 6 76
4:15 PM 0 0 0 4 5 10 2 31 6 1 20 6 85
4:30 PM 0 0 0 6 0 2 1 46 4 1 14 5 79
4:45 PM 0 0 0 5 1 6 4 35 3 7 20 3 84
5:00 PM 0 0 0 2 3 6 1 38 3 2 26 1 82
5:15 PM 0 0 0 3 0 2 3 24 1 1 19 1 54
5:30 PM 0 0 0 9 2 6 2 36 4 1 24 7 91
5:45 PM 0 0 0 3 4 6 0 33 1 2 16 6 71
6:00 PM
6:15 PM
6:30 PM
6:45 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
Volumes 0 0 0 35 17 44 14 276 26 16 159 35 622
Approach % #### #### #### 36.46 17.71 45.83 4.43 87.34 8.23 7.62 75.71 16.67 App/Depart 0 / 49 96 / 59 316 / 311 210 / 203
415 PM
PEAK
Volumes 0 0 0 17 9 24 8 150 16 11 80 15 330
Approach % #### #### #### 34.00 18.00 48.00 4.60 86.21 9.20 10.38 75.47 14.15 PEAK HR.

FACTOR: 0.971
GPS: 33.202151, -117.242464

0.658 0.853
CONTROL: 3-Way Stop
COMMENT 1: 0
Vista
PM Peak Hr Begins at:

0.883

WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND

0.000
Indiana Ave / Hanes Pl 03/20/25
0 Main St THURSDAY 25-1051-007

veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

N-S STREET: Indiana Ave / Hanes Pl Date: 03/20/25 City: Vista E-W STREET: Main St Day: THURSDAY Project #: 25-1051-007

N-LEG S-LEG E-LEG W-LEG N-LEG S-LEG E-LEG W-LEG
7:00 AM 1 1 0 0 7:00 AM 0 0 0 0
7:15 AM 4 2 0 0 7:15 AM 0 0 0 0
7:30 AM 3 3 0 1 7:30 AM 0 0 0 0
7:45 AM 4 2 1 0 7:45 AM 0 0 0 0
8:00 AM 2 2 0 0 8:00 AM 0 0 0 0
8:15 AM 3 2 2 0 8:15 AM 0 0 0 0
8:30 AM 6 4 0 3 8:30 AM 0 0 0 0
8:45 AM 2 1 0 3 8:45 AM 1 0 0 0
TOTAL 25 17 3 7 TOTAL 1 0 0 0

N-LEG S-LEG E-LEG W-LEG N-LEG S-LEG E-LEG W-LEG
4:00 PM 6 5 3 3 4:00 PM 0 0 0 0
4:15 PM 6 8 5 7 4:15 PM 0 0 0 0
4:30 PM 2 16 0 3 4:30 PM 0 0 0 0
4:45 PM 8 3 2 1 4:45 PM 0 0 0 0
5:00 PM 6 3 2 1 5:00 PM 0 0 0 0
5:15 PM 11 8 1 3 5:15 PM 0 0 0 0
5:30 PM 1 3 0 0 5:30 PM 0 0 0 0
5:45 PM 2 2 1 1 5:45 PM 0 0 0 0
TOTAL 42 48 14 19 TOTAL 0 0 0 0
Pedestrian & Bicycle Study

PEDESTRIANS BICYCLES
South Leg

PEDESTRIANS BICYCLES
West Leg East Leg
North Leg
veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

Intersection Turning Movement
Prepared by:

N
0 0
0 #

AM MD PM TOTAL

TOTAL AM MD PM
0 0 0 0
193 72 75 147
9 21 30

MD
AM 700AM -
NOON -
PM 400PM -

AM PEAK HOUR

NOON PEAK HOUR
PM PEAK HOUR 445 PM
800 AM
900AM
600PM
TMC SUMMARY OF Indiana Ave & Main St
Main St
APPROACH LANES26

APPROACH LANES

APPROACH LANES
0 55
AM
0 TOTAL

PMAM

2159
0 34
138
MD
0 0
0 Indiana Ave
15 APPROACH LANES
0 TOTAL
LOCATION #:
27 MD
38 0

CONTROL
3-Way Stop
Project #: 25-1051-008

41 Indiana Ave
Main St

PM

0 0
0 Day
Indiana Ave & Main St
25-1051-008
(Intersection Name)

TURNING MOVEMENT COUNT

THURSDAY
7 03/20/25
Date

COUNT PERIODS
10/28/2025
D2

Intersection Turning Movement
Prepared by:

N-S STREET: DATE: LOCATION:

E-W STREET: DAY: PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
LANES: 1 0 1 0 0 0 0 1 0 0 1 0
6:00 AM
6:15 AM
6:30 AM
6:45 AM
7:00 AM 3 0 1 0 0 0 0 3 2 2 9 0 20
7:15 AM 5 0 2 0 0 0 0 4 2 0 13 0 26
7:30 AM 4 0 1 0 0 0 0 5 10 1 22 0 43
7:45 AM 3 0 0 0 0 0 0 13 4 2 13 0 35
8:00 AM 6 0 1 0 0 0 0 15 2 1 9 0 34
8:15 AM 4 0 2 0 0 0 0 14 5 0 14 0 39
8:30 AM 6 0 1 0 0 0 0 12 8 3 27 0 57
8:45 AM 5 0 3 0 0 0 0 14 11 5 22 0 60
9:00 AM
9:15 AM
9:30 AM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
Volumes 36 0 11 0 0 0 0 80 44 14 129 0 314
Approach % 76.60 0.00 23.40 #### #### #### 0.00 64.52 35.48 9.79 90.21 0.00 App/Depart 47 / 0 0 / 58 124 / 91 143 / 165
800 AM
PEAK
Volumes 21 0 7 0 0 0 0 55 26 9 72 0 190
Approach % 75.00 0.00 25.00 #### #### #### 0.00 67.90 32.10 11.11 88.89 0.00 PEAK HR.

FACTOR: 0.792

33.202422, -117.241905
03/20/25

VistaIndiana Ave
Main St 25-1051-008THURSDAY

0.000
AM Peak Hr Begins at:

0.675

WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND

0.8100.875
3-Way Stop
COMMENT 1:

GPS:

CONTROL:
veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

Intersection Turning Movement

N-S STREET: DATE: LOCATION:

E-W STREET: DAY: PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
LANES: 1 0 1 0 0 0 0 1 0 0 1 0
1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM
3:30 PM
3:45 PM
4:00 PM 6 0 4 0 0 0 0 32 4 2 20 0 68
4:15 PM 5 0 4 0 0 0 0 29 5 3 22 0 68
4:30 PM 8 0 4 0 0 0 0 51 2 3 12 0 80
4:45 PM 13 0 3 0 0 0 0 37 3 5 17 0 78
5:00 PM 11 0 8 0 0 0 0 34 6 6 19 0 84
5:15 PM 8 0 8 0 0 0 0 26 2 6 13 0 63
5:30 PM 6 0 8 0 0 0 0 41 4 4 26 0 89
5:45 PM 4 0 10 0 0 0 0 31 5 5 20 0 75
6:00 PM
6:15 PM
6:30 PM
6:45 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
Volumes 61 0 49 0 0 0 0 281 31 34 149 0 605
Approach % 55.45 0.00 44.55 #### #### #### 0.00 90.06 9.94 18.58 81.42 0.00 App/Depart 110 / 0 0 / 65 312 / 330 183 / 210
445 PM
PEAK
Volumes 38 0 27 0 0 0 0 138 15 21 75 0 314
Approach % 58.46 0.00 41.54 #### #### #### 0.00 90.20 9.80 21.88 78.13 0.00 PEAK HR.

FACTOR: 0.882
Vista
PM Peak Hr Begins at:

0.800

WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND

0.855
Indiana Ave 03/20/25
0 Main St THURSDAY 25-1051-008

GPS: 33.202422, -117.241905

0.000 0.850
CONTROL: 3-Way Stop
COMMENT 1: 0
veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

N-S STREET: Indiana Ave Date: 03/20/25 City: Vista
E-W STREET: Main St Day: THURSDAY Project #: 25-1051-008

N-LEG S-LEG E-LEG W-LEG N-LEG S-LEG E-LEG W-LEG
7:00 AM 0 0 4 0 7:00 AM 0 0 0 0
7:15 AM 0 0 0 1 7:15 AM 0 0 0 0
7:30 AM 0 6 5 1 7:30 AM 0 0 0 0
7:45 AM 0 5 5 1 7:45 AM 0 0 0 0
8:00 AM 0 2 4 3 8:00 AM 0 0 0 1
8:15 AM 0 3 6 4 8:15 AM 0 0 0 0
8:30 AM 0 2 6 4 8:30 AM 0 0 0 0
8:45 AM 0 0 5 3 8:45 AM 0 0 0 0
TOTAL 0 18 35 17 TOTAL 0 0 0 1

N-LEG S-LEG E-LEG W-LEG N-LEG S-LEG E-LEG W-LEG
4:00 PM 0 9 13 4 4:00 PM 0 0 0 1
4:15 PM 0 7 11 6 4:15 PM 0 0 0 0
4:30 PM 0 18 12 4 4:30 PM 0 0 0 0
4:45 PM 0 18 10 4 4:45 PM 0 0 0 0
5:00 PM 0 21 4 11 5:00 PM 0 0 0 1
5:15 PM 0 11 5 4 5:15 PM 0 0 0 0
5:30 PM 0 25 13 12 5:30 PM 0 0 0 0
5:45 PM 0 16 10 3 5:45 PM 0 0 0 0
TOTAL 0 125 78 48 TOTAL 0 0 0 2
South Leg

PEDESTRIANS BICYCLES
West Leg East Leg
North Leg
Pedestrian & Bicycle Study

PEDESTRIANS BICYCLES
veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

Intersection Turning Movement
Prepared by:

N
84 0
45 #

AM MD PM TOTAL

TOTAL AM MD PM
41 13 31 44
187 50 46 96
0 0 0

MD
AM 700AM -
NOON -
PM 400PM -

AM PEAK HOUR

NOON PEAK HOUR

PM PEAK HOUR
Day
Michigan Ave & Main St
25-1051-009
(Intersection Name)

TURNING MOVEMENT COUNT

THURSDAY
0 03/20/25
Date
Project #: 25-1051-009

0 Michigan Ave
Main St

PM

33 54
0 TOTAL
LOCATION #:
0 MD
0 0

CONTROL
1-Way Stop
SB
Michigan Ave
0 APPROACH LANES
0 142
MD
0 30
24 TOTAL

PMAM

00 0
0 TMC SUMMARY OF Michigan Ave & Main St
Main St
APPROACH LANES0

APPROACH LANES

APPROACH LANES
17 45
AM
12 500 PM
800 AM
900AM
600PM

COUNT PERIODS
10/28/2025
D2

Intersection Turning Movement
Prepared by:

N-S STREET: DATE: LOCATION:

E-W STREET: DAY: PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
LANES: 0 0 0 0 1 0 0 1 0 0 1 0
6:00 AM
6:15 AM
6:30 AM
6:45 AM
7:00 AM 0 0 0 3 0 8 1 3 0 0 4 2 21
7:15 AM 0 0 0 5 0 5 2 4 0 0 8 4 28
7:30 AM 0 0 0 3 0 11 1 5 0 0 12 3 35
7:45 AM 0 0 0 5 0 7 2 11 0 0 8 8 41
8:00 AM 0 0 0 4 0 4 7 9 0 0 6 3 33
8:15 AM 0 0 0 2 0 7 2 14 0 0 7 3 35
8:30 AM 0 0 0 2 0 10 4 9 0 0 19 2 46
8:45 AM 0 0 0 4 0 9 4 13 0 0 18 5 53
9:00 AM
9:15 AM
9:30 AM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
Volumes 0 0 0 28 0 61 23 68 0 0 82 30 292
Approach % #### #### #### 31.46 0.00 68.54 25.27 74.73 0.00 0.00 73.21 26.79 App/Depart 0 / 53 89 / 0 91 / 96 112 / 143
800 AM
PEAK
Volumes 0 0 0 12 0 30 17 45 0 0 50 13 167
Approach % #### #### #### 28.57 0.00 71.43 27.42 72.58 0.00 0.00 79.37 20.63 PEAK HR.

FACTOR: 0.788

33.202746, -117.241415
1-Way Stop (SB)
COMMENT 1:

GPS:

CONTROL:

0.808
AM Peak Hr Begins at:

0.685

WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND

0.9120.000
03/20/25

VistaMichigan Ave
Main St 25-1051-009THURSDAY
veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

Intersection Turning Movement

N-S STREET: DATE: LOCATION:

E-W STREET: DAY: PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
LANES: 0 0 0 0 1 0 0 1 0 0 1 0
1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM
3:30 PM
3:45 PM
4:00 PM 0 0 0 2 0 5 5 31 0 0 16 2 61
4:15 PM 0 0 0 7 0 10 1 32 0 0 14 7 71
4:30 PM 0 0 0 5 0 7 1 54 0 0 8 2 77
4:45 PM 0 0 0 5 0 11 6 34 0 0 11 7 74
5:00 PM 0 0 0 15 0 17 6 36 0 0 9 4 87
5:15 PM 0 0 0 7 0 6 5 29 0 0 13 6 66
5:30 PM 0 0 0 3 0 15 7 42 0 0 15 8 90
5:45 PM 0 0 0 8 0 16 6 35 0 0 9 13 87
6:00 PM
6:15 PM
6:30 PM
6:45 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
Volumes 0 0 0 52 0 87 37 293 0 0 95 49 613
Approach % #### #### #### 37.41 0.00 62.59 11.21 88.79 0.00 0.00 65.97 34.03 App/Depart 0 / 86 139 / 0 330 / 345 144 / 182
500 PM
PEAK
Volumes 0 0 0 33 0 54 24 142 0 0 46 31 330
Approach % #### #### #### 37.93 0.00 62.07 14.46 85.54 0.00 0.00 59.74 40.26 PEAK HR.

FACTOR: 0.917
GPS: 33.202746, -117.241415

0.680 0.847
CONTROL: 1-Way Stop (SB)
COMMENT 1: 0
Vista
PM Peak Hr Begins at:

0.837

WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND

0.000
Michigan Ave 03/20/25
0 Main St THURSDAY 25-1051-009

veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

N-S STREET: Michigan Ave Date: 03/20/25 City: Vista
E-W STREET: Main St Day: THURSDAY Project #: 25-1051-009

N-LEG S-LEG E-LEG W-LEG N-LEG S-LEG E-LEG W-LEG
7:00 AM 0 0 0 0 7:00 AM 0 0 0 0
7:15 AM 18 0 3 0 7:15 AM 0 1 0 0
7:30 AM 14 0 7 0 7:30 AM 0 0 0 0
7:45 AM 9 0 0 0 7:45 AM 0 0 0 0
8:00 AM 7 0 0 0 8:00 AM 0 1 0 0
8:15 AM 16 0 0 0 8:15 AM 1 0 0 0
8:30 AM 8 0 1 0 8:30 AM 0 2 0 0
8:45 AM 6 0 1 1 8:45 AM 0 0 0 0
TOTAL 78 0 12 1 TOTAL 1 4 0 0

N-LEG S-LEG E-LEG W-LEG N-LEG S-LEG E-LEG W-LEG
4:00 PM 9 0 0 0 4:00 PM 1 2 0 0
4:15 PM 8 0 3 1 4:15 PM 0 0 0 0
4:30 PM 8 0 0 1 4:30 PM 0 0 0 0
4:45 PM 19 0 2 1 4:45 PM 0 0 0 0
5:00 PM 20 0 4 0 5:00 PM 0 3 0 0
5:15 PM 10 0 12 5 5:15 PM 2 1 0 0
5:30 PM 16 0 8 4 5:30 PM 1 0 0 0
5:45 PM 15 0 19 2 5:45 PM 0 0 0 0
TOTAL 105 0 48 14 TOTAL 4 6 0 0
Pedestrian & Bicycle Study

PEDESTRIANS BICYCLES
South Leg

PEDESTRIANS BICYCLES
West Leg East Leg
North Leg
veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

Intersection Turning Movement
Prepared by:

N
26 78
2 #

AM MD PM TOTAL

TOTAL AM MD PM
15 1 5 6
192 33 41 74
20 21 41

MD
AM 700AM -
NOON -
PM 400PM -

AM PEAK HOUR

NOON PEAK HOUR

PM PEAK HOUR
Day
Citrus Ave & Main St
25-1051-010
(Intersection Name)

TURNING MOVEMENT COUNT

THURSDAY
38 03/20/25
Date
Project #: 25-1051-010

35 Citrus Ave
Main St

PM

1 14
44 TOTAL
LOCATION #:
30 MD
7 80

CONTROL
4-Way Stop
Citrus Ave
22 APPROACH LANES
36 155
MD
34 12
9 TOTAL

PMAM

1724
116
68 TMC SUMMARY OF Citrus Ave & Main St
Main St
APPROACH LANES13

APPROACH LANES

APPROACH LANES
6 37
AM
1 415 PM
800 AM
900AM
600PM

COUNT PERIODS
10/28/2025
D2

Intersection Turning Movement
Prepared by:

N-S STREET: DATE: LOCATION:

E-W STREET: DAY: PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
LANES: 0 1 0 0 1 0 0 1 0 0 1 0
6:00 AM
6:15 AM
6:30 AM
6:45 AM
7:00 AM 2 2 4 0 10 2 1 3 2 1 3 0 30
7:15 AM 2 7 4 0 11 6 2 5 2 4 3 0 46
7:30 AM 2 9 8 0 3 5 0 5 4 7 8 0 51
7:45 AM 1 9 6 0 14 5 4 10 2 0 9 0 60
8:00 AM 3 13 4 0 13 3 1 10 2 3 3 1 56
8:15 AM 1 11 5 0 6 4 2 11 3 9 5 0 57
8:30 AM 4 8 12 1 8 3 1 6 3 7 13 0 66
8:45 AM 9 4 17 0 7 2 2 10 5 1 12 0 69
9:00 AM
9:15 AM
9:30 AM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
Volumes 24 63 60 1 72 30 13 60 23 32 56 1 435
Approach % 16.33 42.86 40.82 0.97 69.90 29.13 13.54 62.50 23.96 35.96 62.92 1.12 App/Depart 147 / 77 103 / 127 96 / 121 89 / 110
800 AM
PEAK
Volumes 17 36 38 1 34 12 6 37 13 20 33 1 248
Approach % 18.68 39.56 41.76 2.13 72.34 25.53 10.71 66.07 23.21 37.04 61.11 1.85 PEAK HR.

FACTOR: 0.899

33.203250, -117.240460
4-Way Stop
COMMENT 1:

GPS:

CONTROL:

0.734
AM Peak Hr Begins at:

0.675

WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND

0.8240.758
03/20/25

VistaCitrus Ave
Main St 25-1051-010THURSDAY
veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

Intersection Turning Movement

N-S STREET: DATE: LOCATION:

E-W STREET: DAY: PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
LANES: 0 1 0 0 1 0 0 1 0 0 1 0
1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM
3:30 PM
3:45 PM
4:00 PM 9 18 5 0 8 1 1 23 9 5 7 0 86
4:15 PM 2 22 10 0 6 3 3 28 7 7 15 1 104
4:30 PM 2 19 8 0 12 4 2 52 5 8 5 0 117
4:45 PM 2 17 6 1 15 3 2 33 3 2 13 0 97
5:00 PM 1 22 6 0 11 4 2 42 7 4 8 4 111
5:15 PM 3 19 8 1 13 2 3 28 4 7 13 0 101
5:30 PM 6 11 2 0 8 0 1 33 10 6 17 0 94
5:45 PM 3 15 4 0 11 3 2 35 6 5 15 0 99
6:00 PM
6:15 PM
6:30 PM
6:45 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
Volumes 28 143 49 2 84 20 16 274 51 44 93 5 809
Approach % 12.73 65.00 22.27 1.89 79.25 18.87 4.69 80.35 14.96 30.99 65.49 3.52 App/Depart 220 / 164 106 / 179 341 / 325 142 / 141
415 PM
PEAK
Volumes 7 80 30 1 44 14 9 155 22 21 41 5 429
Approach % 5.98 68.38 25.64 1.69 74.58 23.73 4.84 83.33 11.83 31.34 61.19 7.46 PEAK HR.

FACTOR: 0.917
GPS: 33.203250, -117.240460

0.776 0.788
CONTROL: 4-Way Stop
COMMENT 1: 0
Vista
PM Peak Hr Begins at:

0.728

WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND

0.860
Citrus Ave 03/20/25
0 Main St THURSDAY 25-1051-010

veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

N-S STREET: Citrus Ave Date: 03/20/25 City: Vista
E-W STREET: Main St Day: THURSDAY Project #: 25-1051-010

N-LEG S-LEG E-LEG W-LEG N-LEG S-LEG E-LEG W-LEG
7:00 AM 0 0 0 0 7:00 AM 0 0 0 0
7:15 AM 0 0 3 3 7:15 AM 0 0 0 0
7:30 AM 0 5 9 3 7:30 AM 0 0 0 0
7:45 AM 0 6 0 0 7:45 AM 0 0 0 0
8:00 AM 2 1 0 0 8:00 AM 0 0 0 0
8:15 AM 3 2 0 2 8:15 AM 0 0 0 0
8:30 AM 1 4 2 3 8:30 AM 0 0 0 0
8:45 AM 0 2 4 10 8:45 AM 1 0 0 0
TOTAL 6 20 18 21 TOTAL 1 0 0 0

N-LEG S-LEG E-LEG W-LEG N-LEG S-LEG E-LEG W-LEG
4:00 PM 2 0 2 3 4:00 PM 0 0 0 0
4:15 PM 1 0 3 5 4:15 PM 0 0 0 0
4:30 PM 0 2 0 7 4:30 PM 0 0 0 0
4:45 PM 7 0 4 9 4:45 PM 0 0 0 0
5:00 PM 2 0 1 5 5:00 PM 1 0 0 0
5:15 PM 2 2 1 1 5:15 PM 0 0 0 0
5:30 PM 1 2 1 3 5:30 PM 0 0 0 0
5:45 PM 2 0 2 10 5:45 PM 0 0 0 0
TOTAL 17 6 14 43 TOTAL 1 0 0 0
Pedestrian & Bicycle Study

PEDESTRIANS BICYCLES
South Leg

PEDESTRIANS BICYCLES
West Leg East Leg
North Leg
veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

Intersection Turning Movement
Prepared by:

N
0 1037
113
#

AM MD PM TOTAL

TOTAL AM MD PM
0 22 52 74
1 0 0 0
8 17 25

MD
AM 700AM -
NOON -
PM 400PM -

AM PEAK HOUR

NOON PEAK HOUR

PM PEAK HOUR
Day
Santa Fe Ave & Broadway
25-1051-011
(Intersection Name)

TURNING MOVEMENT COUNT

THURSDAY
10 03/20/25
Date
Project #: 25-1051-011

1 Santa Fe Ave
Broadway

PM

62 0
514

TOTAL
LOCATION #:
23 MD
0 444

CONTROL
1-Way Stop
WB
Santa Fe Ave
1 APPROACH LANES
312
1 MD
523
0 0
TOTAL

PMAM

00 756
33 TMC SUMMARY OF Santa Fe Ave & Broadway
Broadway
APPROACH LANES0

APPROACH LANES

APPROACH LANES
0 0
AM
51 500 PM
730 AM
900AM
600PM

COUNT PERIODS
10/28/2025
D2

Intersection Turning Movement
Prepared by:

N-S STREET: DATE: LOCATION:

E-W STREET: DAY: PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
LANES: 0 1 0 0 1 0 0 0 0 0 1 0
6:00 AM
6:15 AM
6:30 AM
6:45 AM
7:00 AM 0 49 2 4 114 0 0 0 0 1 0 2 172
7:15 AM 0 63 3 4 152 0 0 0 0 0 0 8 230
7:30 AM 0 82 2 9 138 0 0 0 0 4 0 8 243
7:45 AM 0 89 1 12 167 0 0 0 0 1 0 2 272
8:00 AM 0 67 5 15 74 0 0 0 0 2 0 5 168
8:15 AM 0 74 2 15 144 0 0 0 0 1 0 7 243
8:30 AM 0 73 1 20 76 0 0 0 0 1 0 22 193
8:45 AM 0 44 7 23 56 0 0 0 0 0 0 15 145
9:00 AM
9:15 AM
9:30 AM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
Volumes 0 541 23 102 921 0 0 0 0 10 0 69 1666
Approach % 0.00 95.92 4.08 9.97 90.03 0.00 #### #### #### 12.66 0.00 87.34 App/Depart 564 / 610 1023 / 931 0 / 125 79 / 0
730 AM
PEAK
Volumes 0 312 10 51 523 0 0 0 0 8 0 22 926
Approach % 0.00 96.89 3.11 8.89 91.11 0.00 #### #### #### 26.67 0.00 73.33 PEAK HR.

FACTOR: 0.851

33.200720, -117.242823
1-Way Stop (WB)
COMMENT 1:

GPS:

CONTROL:

0.802
AM Peak Hr Begins at:

0.625

WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND

0.0000.894
03/20/25

VistaSanta Fe Ave
Broadway 25-1051-011THURSDAY
veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

Intersection Turning Movement

N-S STREET: DATE: LOCATION:

E-W STREET: DAY: PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
LANES: 0 1 0 0 1 0 0 0 0 0 1 0
1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM
3:30 PM
3:45 PM
4:00 PM 0 93 6 18 94 0 0 0 0 5 0 13 229
4:15 PM 0 110 16 14 99 0 0 0 0 5 0 11 255
4:30 PM 0 103 9 12 111 0 0 0 0 2 0 10 247
4:45 PM 0 107 3 24 76 0 0 0 0 5 0 14 229
5:00 PM 0 115 8 14 165 0 0 0 0 4 0 14 320
5:15 PM 0 87 4 12 150 0 0 1 1 3 0 13 271
5:30 PM 0 114 1 20 110 0 0 0 0 5 0 16 266
5:45 PM 0 128 10 16 89 0 0 0 0 5 0 9 257
6:00 PM
6:15 PM
6:30 PM
6:45 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
Volumes 0 857 57 130 894 0 0 1 1 34 0 100 2074
Approach % 0.00 93.76 6.24 12.70 87.30 0.00 0.00 50.00 50.00 25.37 0.00 74.63 App/Depart 914 / 957 1024 / 929 2 / 188 134 / 0
500 PM
PEAK
Volumes 0 444 23 62 514 0 0 1 1 17 0 52 1114
Approach % 0.00 95.07 4.93 10.76 89.24 0.00 0.00 50.00 50.00 24.64 0.00 75.36 PEAK HR.

FACTOR: 0.870
GPS: 33.200720, -117.242823

0.804 0.250
CONTROL: 1-Way Stop (WB)
COMMENT 1: 0
Vista
PM Peak Hr Begins at:

0.821

WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND

0.846
Santa Fe Ave 03/20/25
0 Broadway THURSDAY 25-1051-011

veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

N-S STREET: Santa Fe Ave Date: 03/20/25 City: Vista
E-W STREET: Broadway Day: THURSDAY Project #: 25-1051-011

N-LEG S-LEG E-LEG W-LEG N-LEG S-LEG E-LEG W-LEG
7:00 AM 0 0 0 0 7:00 AM 0 0 0 0
7:15 AM 1 0 0 0 7:15 AM 1 0 0 0
7:30 AM 1 0 1 0 7:30 AM 0 0 0 0
7:45 AM 1 0 2 0 7:45 AM 0 0 0 0
8:00 AM 0 0 0 0 8:00 AM 0 0 0 0
8:15 AM 3 0 1 0 8:15 AM 0 0 0 0
8:30 AM 2 0 1 0 8:30 AM 1 0 0 0
8:45 AM 4 0 6 0 8:45 AM 0 0 0 0
TOTAL 12 0 11 0 TOTAL 2 0 0 0

N-LEG S-LEG E-LEG W-LEG N-LEG S-LEG E-LEG W-LEG
4:00 PM 1 0 0 0 4:00 PM 0 0 0 0
4:15 PM 2 0 1 0 4:15 PM 0 0 0 0
4:30 PM 2 0 0 0 4:30 PM 2 0 0 0
4:45 PM 4 0 1 0 4:45 PM 1 0 0 0
5:00 PM 4 0 3 0 5:00 PM 0 0 0 0
5:15 PM 5 0 1 0 5:15 PM 1 0 0 0
5:30 PM 4 0 0 0 5:30 PM 0 0 0 0
5:45 PM 1 0 3 0 5:45 PM 0 0 0 0
TOTAL 23 0 9 0 TOTAL 4 0 0 0
Pedestrian & Bicycle Study

PEDESTRIANS BICYCLES
South Leg

PEDESTRIANS BICYCLES
West Leg East Leg
North Leg
veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

Intersection Turning Movement
Prepared by:

N
18 30
21 #

AM MD PM TOTAL

TOTAL AM MD PM
15 2 12 14
129 32 39 71
10 19 29

MD
AM 700AM -
NOON -
PM 400PM -

AM PEAK HOUR

NOON PEAK HOUR

PM PEAK HOUR
Day
Indiana Ave & Broadway
25-1051-012
(Intersection Name)

TURNING MOVEMENT COUNT

THURSDAY
18 03/20/25
Date
Project #: 25-1051-012

19 Indiana Ave
Broadway

PM

10 9
14 TOTAL
LOCATION #:
27 MD
17 32

CONTROL
4-Way Stop
Indiana Ave
14 APPROACH LANES
21 61
MD
16 9
10 TOTAL

PMAM

1633
53 45
TMC SUMMARY OF Indiana Ave & Broadway
Broadway
APPROACH LANES5

APPROACH LANES

APPROACH LANES
5 68
AM
11 415 PM
800 AM
900AM
600PM

COUNT PERIODS
10/28/2025
D2

Intersection Turning Movement
Prepared by:

N-S STREET: DATE: LOCATION:

E-W STREET: DAY: PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
LANES: 0 1 0 0 1 0 0 1 0 0 1 0
6:00 AM
6:15 AM
6:30 AM
6:45 AM
7:00 AM 1 5 0 1 1 0 0 6 3 1 3 1 22
7:15 AM 0 4 3 2 3 2 2 8 0 1 5 0 30
7:30 AM 4 4 2 4 6 3 0 14 1 1 6 3 48
7:45 AM 1 2 5 1 1 0 0 13 0 5 7 0 35
8:00 AM 2 1 5 0 1 0 1 15 3 3 6 2 39
8:15 AM 6 8 3 4 0 1 0 12 1 4 4 0 43
8:30 AM 4 6 8 2 9 2 3 16 0 2 14 0 66
8:45 AM 4 6 2 5 6 6 1 25 1 1 8 0 65
9:00 AM
9:15 AM
9:30 AM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
Volumes 22 36 28 19 27 14 7 109 9 18 53 6 348
Approach % 25.58 41.86 32.56 31.67 45.00 23.33 5.60 87.20 7.20 23.38 68.83 7.79 App/Depart 86 / 49 60 / 54 125 / 156 77 / 89
800 AM
PEAK
Volumes 16 21 18 11 16 9 5 68 5 10 32 2 213
Approach % 29.09 38.18 32.73 30.56 44.44 25.00 6.41 87.18 6.41 22.73 72.73 4.55 PEAK HR.

FACTOR: 0.807

33.201671, -117.241298
4-Way Stop
COMMENT 1:

GPS:

CONTROL:

0.529
AM Peak Hr Begins at:

0.688

WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND

0.7220.764
03/20/25

VistaIndiana Ave
Broadway 25-1051-012THURSDAY
veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

Intersection Turning Movement

N-S STREET: DATE: LOCATION:

E-W STREET: DAY: PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
LANES: 0 1 0 0 1 0 0 1 0 0 1 0
1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM
3:30 PM
3:45 PM
4:00 PM 4 9 5 3 5 0 1 14 6 0 12 4 63
4:15 PM 5 6 9 1 3 5 2 16 5 5 8 3 68
4:30 PM 4 6 5 3 1 1 0 18 3 7 9 3 60
4:45 PM 6 8 4 1 5 3 6 14 3 4 10 3 67
5:00 PM 2 12 9 5 5 0 2 13 3 3 12 3 69
5:15 PM 4 9 7 3 2 2 1 11 1 2 11 1 54
5:30 PM 2 9 2 1 8 2 2 14 2 2 15 2 61
5:45 PM 8 7 3 2 4 6 4 12 1 4 6 3 60
6:00 PM
6:15 PM
6:30 PM
6:45 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
Volumes 35 66 44 19 33 19 18 112 24 27 83 22 502
Approach % 24.14 45.52 30.34 26.76 46.48 26.76 11.69 72.73 15.58 20.45 62.88 16.67 App/Depart 145 / 106 71 / 84 154 / 175 132 / 137
415 PM
PEAK
Volumes 17 32 27 10 14 9 10 61 14 19 39 12 264
Approach % 22.37 42.11 35.53 30.30 42.42 27.27 11.76 71.76 16.47 27.14 55.71 17.14 PEAK HR.

FACTOR: 0.957
GPS: 33.201671, -117.241298

0.825 0.924
CONTROL: 4-Way Stop
COMMENT 1: 0
Vista
PM Peak Hr Begins at:

0.921

WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND

0.826
Indiana Ave 03/20/25
0 Broadway THURSDAY 25-1051-012

veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

N-S STREET: Indiana Ave Date: 03/20/25 City: Vista
E-W STREET: Broadway Day: THURSDAY Project #: 25-1051-012

N-LEG S-LEG E-LEG W-LEG N-LEG S-LEG E-LEG W-LEG
7:00 AM 3 1 1 0 7:00 AM 0 0 0 0
7:15 AM 2 1 0 0 7:15 AM 0 0 0 0
7:30 AM 1 0 0 0 7:30 AM 0 0 0 0
7:45 AM 0 3 1 0 7:45 AM 1 0 0 0
8:00 AM 2 1 0 0 8:00 AM 0 0 0 0
8:15 AM 0 1 0 2 8:15 AM 1 0 0 0
8:30 AM 2 3 7 3 8:30 AM 0 0 0 0
8:45 AM 0 2 0 1 8:45 AM 0 0 0 0
TOTAL 10 12 9 6 TOTAL 2 0 0 0

N-LEG S-LEG E-LEG W-LEG N-LEG S-LEG E-LEG W-LEG
4:00 PM 6 4 3 3 4:00 PM 0 0 0 0
4:15 PM 4 9 0 4 4:15 PM 0 0 0 0
4:30 PM 5 6 6 2 4:30 PM 0 0 0 0
4:45 PM 1 8 2 2 4:45 PM 0 0 0 0
5:00 PM 9 10 1 0 5:00 PM 0 0 0 0
5:15 PM 0 11 0 4 5:15 PM 0 0 0 0
5:30 PM 10 3 4 3 5:30 PM 0 1 0 0
5:45 PM 9 2 0 2 5:45 PM 1 0 0 0
TOTAL 44 53 16 20 TOTAL 1 1 0 0
Pedestrian & Bicycle Study

PEDESTRIANS BICYCLES
South Leg

PEDESTRIANS BICYCLES
West Leg East Leg
North Leg
veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

Intersection Turning Movement
Prepared by:

N
83 80
0 #

AM MD PM TOTAL

TOTAL AM MD PM
137 0 0 0
0 0 0 0
0 0 0

MD
AM 700AM -
NOON -
PM 400PM -

AM PEAK HOUR

NOON PEAK HOUR

PM PEAK HOUR
Day
Citrus Ave & Broadway
25-1051-013
(Intersection Name)

TURNING MOVEMENT COUNT

THURSDAY
0 03/20/25
Date
Project #: 25-1051-013

42 Citrus Ave
Broadway

PM

0 41
55 TOTAL
LOCATION #:
0 MD
24 51

CONTROL
3-Way Stop
Citrus Ave
19 APPROACH LANES
24 0
MD
25 42
67 TOTAL

PMAM

428
75 0
TMC SUMMARY OF Citrus Ave & Broadway
Broadway
APPROACH LANES23

APPROACH LANES

APPROACH LANES
70 0
AM
0 430 PM
800 AM
900AM
600PM

COUNT PERIODS
10/28/2025
D2

Intersection Turning Movement
Prepared by:

N-S STREET: DATE: LOCATION:

E-W STREET: DAY: PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
LANES: 0 1 0 0 1 0 0 1 0 0 0 0
6:00 AM
6:15 AM
6:30 AM
6:45 AM
7:00 AM 1 2 0 0 10 5 5 0 2 0 0 0 25
7:15 AM 2 4 0 0 14 4 9 0 4 0 0 0 37
7:30 AM 4 6 0 0 6 7 14 0 5 0 0 0 42
7:45 AM 3 3 0 0 7 10 13 0 6 0 0 0 42
8:00 AM 2 7 0 0 9 9 13 0 8 0 0 0 48
8:15 AM 1 6 0 0 9 8 13 0 6 0 0 0 43
8:30 AM 0 6 0 0 2 16 19 0 5 0 0 0 48
8:45 AM 1 5 0 0 5 9 25 0 4 0 0 0 49
9:00 AM
9:15 AM
9:30 AM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
Volumes 14 39 0 0 62 68 111 0 40 0 0 0 334
Approach % 26.42 73.58 0.00 0.00 47.69 52.31 73.51 0.00 26.49 #### #### #### App/Depart 53 / 150 130 / 102 151 / 0 0 / 82
800 AM
PEAK
Volumes 4 24 0 0 25 42 70 0 23 0 0 0 188
Approach % 14.29 85.71 0.00 0.00 37.31 62.69 75.27 0.00 24.73 #### #### #### PEAK HR.

FACTOR: 0.959

33.202460, -117.239865
3-Way Stop
COMMENT 1:

GPS:

CONTROL:

0.931
AM Peak Hr Begins at:

0.000

WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND

0.8020.778
03/20/25

VistaCitrus Ave
Broadway 25-1051-013THURSDAY
veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

Intersection Turning Movement

N-S STREET: DATE: LOCATION:

E-W STREET: DAY: PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
LANES: 0 1 0 0 1 0 0 1 0 0 0 0
1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM
3:30 PM
3:45 PM
4:00 PM 2 18 0 0 9 12 17 0 3 0 0 0 61
4:15 PM 5 13 0 0 7 11 21 0 4 0 0 0 61
4:30 PM 3 11 0 0 12 14 19 0 6 0 0 0 65
4:45 PM 6 11 0 0 14 9 16 0 3 0 0 0 59
5:00 PM 6 13 0 0 10 12 17 0 5 0 0 0 63
5:15 PM 9 16 0 0 19 6 15 0 5 0 0 0 70
5:30 PM 7 7 0 0 10 11 11 0 5 0 0 0 51
5:45 PM 8 17 0 0 13 7 8 0 6 0 0 0 59
6:00 PM
6:15 PM
6:30 PM
6:45 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
Volumes 46 106 0 0 94 82 124 0 37 0 0 0 489
Approach % 30.26 69.74 0.00 0.00 53.41 46.59 77.02 0.00 22.98 #### #### #### App/Depart 152 / 230 176 / 131 161 / 0 0 / 128
430 PM
PEAK
Volumes 24 51 0 0 55 41 67 0 19 0 0 0 257
Approach % 32.00 68.00 0.00 0.00 57.29 42.71 77.91 0.00 22.09 #### #### #### PEAK HR.

FACTOR: 0.918
GPS: 33.202460, -117.239865

0.923 0.860
CONTROL: 3-Way Stop
COMMENT 1: 0
Vista
PM Peak Hr Begins at:

0.000

WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND

0.750
Citrus Ave 03/20/25
0 Broadway THURSDAY 25-1051-013

veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

N-S STREET: Citrus Ave Date: 03/20/25 City: Vista
E-W STREET: Broadway Day: THURSDAY Project #: 25-1051-013

N-LEG S-LEG E-LEG W-LEG N-LEG S-LEG E-LEG W-LEG
7:00 AM 0 1 0 2 7:00 AM 0 0 0 0
7:15 AM 0 0 0 1 7:15 AM 0 0 0 0
7:30 AM 0 0 0 0 7:30 AM 0 0 0 0
7:45 AM 0 0 0 0 7:45 AM 0 0 0 0
8:00 AM 0 0 0 0 8:00 AM 0 0 0 0
8:15 AM 0 0 0 0 8:15 AM 0 0 0 0
8:30 AM 0 0 0 0 8:30 AM 0 0 0 0
8:45 AM 1 1 0 0 8:45 AM 0 0 0 0
TOTAL 1 2 0 3 TOTAL 0 0 0 0

N-LEG S-LEG E-LEG W-LEG N-LEG S-LEG E-LEG W-LEG
4:00 PM 1 0 0 1 4:00 PM 0 0 0 0
4:15 PM 0 0 0 0 4:15 PM 0 0 0 0
4:30 PM 0 3 0 1 4:30 PM 0 0 0 0
4:45 PM 0 0 0 1 4:45 PM 0 0 0 0
5:00 PM 0 1 0 1 5:00 PM 0 0 0 0
5:15 PM 0 5 0 8 5:15 PM 0 0 0 0
5:30 PM 0 0 0 1 5:30 PM 0 0 0 0
5:45 PM 0 0 0 1 5:45 PM 0 0 0 0
TOTAL 1 9 0 14 TOTAL 0 0 0 0
Pedestrian & Bicycle Study

PEDESTRIANS BICYCLES
South Leg

PEDESTRIANS BICYCLES
West Leg East Leg
North Leg
veracity group
Traffic Studies Done Right
traffic
10/28/2025
D2

ATTACHMENT C

EXISTING PARKING OCCUPANCY COUNT SHEETS

10/28/2025
D2

NOT TO SCALE
2 0 2 5 Rick En gine erin g Compan yc

LEGENDPARKING COUNT LOCATIONS
AV
E

M
IC
HIGAN

MAIN ST
P
LA
C
E
HAN
ES

WASHIN G
TO N
ST

VISTA VIL L
A G
E DR

EUCALYPTUS AV
E
AV
E
N
.

IND
IANA
S.

IND
IANA

AV
E
E. B R
OAD
WAY
CIT
RU
S A
V
E
NUMBER
=PARKING LOT
AREA
=PARKING LOT
X
EXHIBIT C-1
4 7
8 9
10 11
12 13
14 15
17 18
19 16
20 21
3 2
1 5
6N
. S
A
N
T
A

F
E

AV
E
S. SANTA FE AV
E

DOWNTOWN VISTA PARKING, CIRCULATION AND GAZEBO PARKING LOT STUDY 10/28/2025
D2

Existing Parking Occupancy Results - Thursday Public Parking Lots Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
%
Occupied
7:00 AM 13 36% 14 70% 9 35% 12 55% 19 40% 20 17% 87 32% 8:00 AM 19 53% 20 100% 11 44% 15 68% 22 46% 25 21% 112 41% 9:00 AM 21 58% 19 95% 16 63% 15 68% 24 50% 26 22% 121 45% 10:00 AM 24 67% 17 85% 18 69% 19 86% 27 56% 26 22% 131 48% 11:00 AM 25 69% 19 95% 20 75% 16 73% 28 58% 26 22% 134 49% 12:00 PM 27 75% 20 100% 23 88% 21 95% 39 81% 27 23% 157 58% 1:00 PM 26 72% 20 100% 24 92% 22 100% 38 79% 22 18% 152 56% 2:00 PM 21 58% 20 100% 21 79% 13 59% 37 77% 19 16% 131 48% 3:00 PM 24 67% 20 100% 17 67% 9 41% 33 69% 25 21% 128 47% 4:00 PM 26 72% 23 115% 23 90% 9 41% 43 90% 12 10% 136 50% 5:00 PM 24 67% 20 100% 26 100% 19 86% 38 79% 27 23% 154 57% 6:00 PM 26 72% 20 100% 25 96% 19 86% 30 63% 55 46% 175 65% 7:00 PM 31 86% 20 100% 26 100% 16 73% 17 35% 46 39% 156 58% 8:00 PM 31 86% 16 80% 26 100% 17 77% 8 17% 45 38% 143 53% 9:00 PM 28 78% 15 75% 23 90% 12 55% 6 13% 36 30% 120 44% 10:00 PM 20 56% 12 60% 21 81% 8 36% 2 4% 20 17% 83 31%
271

TOTAL PARKING
SPACES
Time
LOCATION #5
Parking Supply
20 LOCATION #3
Parking Supply
36 LOCATION #10
Parking Supply
26 22
LOCATION #17
Parking Supply
119
Parking Supply
LOCATION #11 LOCATION #13
Parking Supply
48 10/28/2025
D2

Existing Parking Occupancy Results - Saturday Public Parking Lots Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
% Occupied
7:00 AM 16 44% 8 40% 15 58% 8 36% 12 25% 12 10% 71 26%
8:00 AM 25 69% 12 60% 21 81% 12 55% 15 31% 19 16% 104 38% 9:00 AM 24 67% 16 80% 23 88% 14 64% 14 29% 26 22% 117 43% 10:00 AM 28 78% 19 95% 23 88% 18 82% 17 35% 28 24% 133 49% 11:00 AM 32 89% 16 80% 26 100% 15 68% 18 38% 27 23% 134 49% 12:00 PM 30 83% 17 85% 25 96% 16 73% 19 40% 26 22% 133 49% 1:00 PM 30 83% 18 90% 24 94% 17 77% 19 40% 24 20% 132 49% 2:00 PM 34 94% 19 95% 25 96% 21 95% 18 38% 25 21% 142 52% 3:00 PM 36 100% 20 100% 25 98% 19 86% 17 35% 29 24% 146 54% 4:00 PM 36 100% 20 100% 26 100% 19 86% 18 38% 26 22% 145 54% 5:00 PM 36 100% 21 105% 26 100% 19 86% 18 38% 26 22% 146 54% 6:00 PM 32 89% 19 95% 25 98% 20 91% 19 40% 30 25% 145 54% 7:00 PM 34 94% 16 80% 23 90% 21 95% 16 33% 32 27% 142 52% 8:00 PM 32 89% 12 60% 20 75% 17 77% 10 21% 28 24% 119 44% 9:00 PM 28 78% 13 65% 17 67% 18 82% 14 29% 27 23% 117 43% 10:00 PM 24 67% 8 40% 15 58% 12 55% 8 17% 19 16% 86 32% Time

TOTAL PARKING SPACES
271
LOCATION #3
Parking Supply
36 20
Parking Supply
LOCATION #5 LOCATION #11
Parking Supply
22 26 119
Parking Supply
LOCATION #17
Parking Supply
LOCATION #10 LOCATION #13
Parking Supply
48 10/28/2025
D2

Existing Parking Occupancy Results - Thursday Public Street Parking Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
% Occupied
7:00 AM 4 33% 2 17% 2 20% 5 24% 12 67% 1 8% 5 31% 5 28% 8:00 AM 2 17% 3 25% 3 30% 5 24% 16 89% 2 17% 11 69% 6 33% 9:00 AM 3 25% 3 25% 6 60% 10 48% 16 89% 2 17% 13 81% 6 33% 10:00 AM 3 25% 4 33% 7 70% 16 76% 17 94% 3 25% 13 81% 12 67% 11:00 AM 6 50% 7 58% 8 80% 11 52% 18 100% 3 25% 15 94% 12 67% 12:00 PM 6 50% 9 75% 7 70% 11 52% 18 100% 4 33% 16 100% 12 67% 1:00 PM 5 42% 7 58% 10 100% 13 62% 15 83% 5 42% 16 100% 13 72% 2:00 PM 9 75% 3 25% 10 100% 13 62% 14 78% 3 25% 12 75% 9 50% 3:00 PM 8 67% 3 25% 10 100% 19 90% 15 83% 7 58% 16 100% 15 83% 4:00 PM 8 67% 4 33% 9 90% 18 86% 15 83% 6 50% 16 100% 3 17% 5:00 PM 6 50% 7 58% 9 90% 18 86% 16 89% 12 100% 16 100% 15 83% 6:00 PM 7 58% 6 50% 8 80% 19 90% 17 94% 12 100% 15 94% 17 94% 7:00 PM 7 58% 9 75% 9 90% 18 86% 15 83% 12 100% 15 94% 7 39% 8:00 PM 7 58% 7 58% 9 90% 18 86% 11 61% 12 100% 15 94% 6 33% 9:00 PM 6 50% 6 50% 5 50% 17 81% 9 50% 10 83% 13 81% 5 28% 10:00 PM 5 42% 3 25% 2 20% 12 57% 8 44% 9 75% 11 69% 5 28% 21 18 12 18
LOCATION #9 LOCATION #12
Parking SupplyParking Supply
16 LOCATION #5 LOCATION #6 LOCATION #7 LOCATION #8
Time
LOCATION #1 LOCATION #3
12 12
Parking Supply Parking SupplyParking Supply Parking Supply Parking Supply Parking Supply 10 Existing Parking Occupancy Results - Thursday Public Street Parking Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
%
Occupied
Occupied
Parking
Spaces
%
Occupied
Occupied
Parking
Spaces
%
Occupied
Occupied
Parking
Spaces
%
Occupied
7:00 AM 27 69% 19 56% 13 52% 1 5% 2 10% 2 9% 0 0% 100 33% 8:00 AM 28 72% 20 59% 16 64% 1 5% 3 15% 2 9% 0 0% 118 39% 9:00 AM 25 64% 26 76% 15 60% 2 10% 3 15% 2 9% 0 0% 132 44% 10:00 AM 30 77% 25 74% 17 68% 2 10% 6 30% 4 17% 0 0% 159 53% 11:00 AM 33 85% 25 74% 19 76% 2 10% 6 30% 4 17% 0 0% 169 57% 12:00 PM 35 90% 28 82% 22 88% 2 10% 8 40% 6 26% 0 0% 184 62% 1:00 PM 35 90% 30 88% 21 84% 2 10% 12 60% 5 22% 0 0% 189 63% 2:00 PM 33 85% 20 59% 16 64% 1 5% 10 50% 3 13% 0 0% 156 52% 3:00 PM 35 90% 31 91% 19 76% 14 70% 9 45% 5 22% 0 0% 206 69% 4:00 PM 32 82% 19 56% 19 76% 2 10% 12 60% 12 52% 0 0% 175 59% 5:00 PM 34 87% 31 91% 20 80% 19 95% 12 60% 8 35% 0 0% 223 75% 6:00 PM 30 77% 31 91% 22 88% 13 65% 11 55% 5 22% 0 0% 213 71% 7:00 PM 26 67% 31 91% 17 68% 8 40% 17 85% 2 9% 1 5% 194 65% 8:00 PM 20 51% 33 97% 16 64% 6 30% 11 55% 3 13% 2 11% 176 59% 9:00 PM 16 41% 28 82% 12 48% 4 20% 9 45% 1 4% 1 5% 142 47% 10:00 PM 9 23% 19 56% 3 12% 2 10% 6 30% 1 4% 0 0% 95 32%

TOTAL PARKING
SPACES
2992325 20 20
Parking Supply Parking Supply
LOCATION #21LOCATION #20LOCATION #16 LOCATION #18 LOCATION #19 Parking Supply Parking Supply
19 Parking Supply Parking Supply Parking Supply
LOCATION #15LOCATION #14
Time
39 34
10/28/2025
D2

Existing Parking Occupancy Results - Saturday Public Street Parking Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
% Occupied
7:00 AM 3 25% 3 25% 6 60% 8 38% 12 67% 2 17% 6 38% 9 50% 8:00 AM 6 50% 4 33% 9 90% 12 57% 15 83% 2 17% 10 63% 12 67% 9:00 AM 9 75% 6 50% 9 90% 12 57% 18 100% 2 17% 11 69% 12 67% 10:00 AM 9 75% 6 50% 10 100% 16 76% 16 89% 3 25% 8 50% 15 83% 11:00 AM 11 92% 7 58% 10 100% 18 86% 18 100% 2 17% 12 75% 14 78% 12:00 PM 10 83% 7 58% 10 100% 17 81% 17 94% 2 17% 10 63% 10 56% 1:00 PM 11 92% 9 75% 10 100% 18 86% 17 94% 3 25% 11 69% 11 61% 2:00 PM 11 92% 10 83% 10 100% 19 90% 18 100% 2 17% 13 81% 11 61% 3:00 PM 12 100% 12 100% 10 100% 20 95% 18 100% 2 17% 11 69% 11 61% 4:00 PM 12 100% 12 100% 10 100% 21 100% 18 100% 3 25% 10 63% 12 67% 5:00 PM 12 100% 12 100% 10 100% 21 100% 17 94% 3 25% 14 88% 13 72% 6:00 PM 12 100% 11 92% 9 90% 21 100% 17 94% 2 17% 14 88% 12 67% 7:00 PM 11 92% 10 83% 10 100% 19 90% 18 100% 4 33% 12 75% 12 67% 8:00 PM 12 100% 12 100% 10 100% 16 76% 18 100% 4 33% 8 50% 8 44% 9:00 PM 12 100% 8 67% 8 80% 20 95% 16 89% 2 17% 8 50% 7 39% 10:00 PM 9 75% 9 75% 10 100% 19 90% 12 67% 1 8% 6 38% 4 22% 21 18 12 18
LOCATION #9 LOCATION #12
Parking SupplyParking Supply
16 LOCATION #5 LOCATION #6 LOCATION #7 LOCATION #8
Time
LOCATION #1 LOCATION #3
12 12
Parking Supply Parking SupplyParking Supply Parking Supply Parking Supply Parking Supply 10 Existing Parking Occupancy Results - Saturday Public Street Parking Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
% Occupied
Occupied
Parking
Spaces
%
Occupied
Occupied
Parking
Spaces
%
Occupied
Occupied
Parking
Spaces
% Occupied
7:00 AM 25 64% 19 56% 19 76% 0 0% 2 10% 4 17% 0 0% 118 39% 8:00 AM 21 54% 21 62% 21 84% 0 0% 2 10% 8 35% 0 0% 143 48% 9:00 AM 32 82% 25 74% 23 92% 1 5% 4 20% 10 43% 0 0% 174 58% 10:00 AM 38 97% 30 88% 25 100% 2 10% 4 20% 9 39% 0 0% 191 64% 11:00 AM 38 97% 29 85% 25 100% 2 10% 5 25% 9 39% 0 0% 200 67% 12:00 PM 36 92% 29 85% 24 96% 2 10% 5 25% 9 39% 0 0% 188 63% 1:00 PM 37 95% 27 79% 25 100% 2 10% 6 30% 11 48% 0 0% 198 66% 2:00 PM 36 92% 27 79% 24 96% 2 10% 5 25% 7 30% 0 0% 195 65% 3:00 PM 37 95% 28 82% 25 100% 2 10% 5 25% 7 30% 0 0% 200 67% 4:00 PM 38 97% 29 85% 25 100% 2 10% 5 25% 8 35% 0 0% 205 69% 5:00 PM 38 97% 29 85% 24 96% 2 10% 5 25% 10 43% 1 5% 211 71% 6:00 PM 39 100% 29 85% 21 84% 1 5% 5 25% 7 30% 0 0% 200 67% 7:00 PM 38 97% 30 88% 19 76% 1 5% 2 10% 8 35% 0 0% 194 65% 8:00 PM 32 82% 25 74% 19 76% 1 5% 2 10% 8 35% 0 0% 175 59% 9:00 PM 28 72% 21 62% 12 48% 0 0% 2 10% 9 39% 0 0% 153 51% 10:00 PM 21 54% 19 56% 8 32% 0 0% 1 5% 6 26% 0 0% 125 42%

TOTAL PARKING SPACES
2992325 20 20
Parking Supply Parking Supply
LOCATION #21LOCATION #20LOCATION #16 LOCATION #18 LOCATION #19 Parking Supply Parking Supply
19 Parking Supply Parking Supply Parking Supply
LOCATION #15LOCATION #14
Time
39 34
10/28/2025
D2

0%
10%
20%
30%
40%
50%
60%
70%
80% PERCENT OCCUPIED

PUBLIC PARKING - THURSDAY

LOT STREET
0%
10%
20%
30%
40%
50%
60%
70%
80% PERCENT OCCUPIED

PUBLIC PARKING - SATURDAY

LOT STREET
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100% PERCENT OCCUPIED

PUBLIC PARKING - THURSDAY
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100% PERCENT OCCUPIED

PUBLIC PARKING - SATURDAY
10/28/2025
D2

ATTACHMENT D

PARKING AND CIRCULATION ALTERNATIVE EXHIBITS

10/28/2025
D2

NOT TO SCALE
2 0 2 5 Rick En gine erin g Compan yc
1 2
3 4
5 6
7 8
9 10
11 12
13 MAIN ST
AV
E
M
IC
HIGAN

AV
E
PAR
K
P
LA
C
E
HAN
ES
A VE

EUCALYPTUS

WASHINGTO N
ST
VIL L
AG
E DR
VISTA
AVE

S SANTA FE
U U U
1 S U U S
5 S
6 S U U
U
U
AVE

DRVISTA VILLAGE VISTA VILLAGE DR
AVE

MICHIGAN AVE

AVECITRUS

MAIN ST PALM DR

DRVISTA VILLAGE STMAIN

HANES PLACE STMAIN MAIN ST
MAIN

MICHIGAN AVE

ST MAIN ST

CITRUS AVE

S SANTA FE AVE
AVE

CITRUS AVE
LEGEND
X

INTERSECTION
=STUDY

CONFIGURATION
=INTERSECTION LANE

U INTERSECTION
=UNSIGNALIZED =STOP SIGN

DRVISTA VILLAGE VISTA VILLAGE DR
2 3 4
5 6 7 8
9 10 11 12
13 EXHIBIT D-1

CONFIGURATIONS
ALTERNATIVE 1 PROPOSED LANE N. SANTA FE
N. INDIANA
AVE
N. INDIANA
AVE
S. INDIANA
E. BROADWAY E. BROADWAY
E. BROADWAY
AV
E
N
.

IND
IANA
E. B R
OAD
WAY
AV
E
S.

IND
IANA
CIT
RU
S AV
E
S. INDIANA
N
.

S
AN
T
A
F
E

AV
E
FE AVE
S. SANTA
FE AVE
N. SANTA

DOWNTOWN VISTA PARKING, CIRCULATION AND GAZEBO PARKING LOT STUDY

S INTERSECTION
=SIGNALIZED
10/28/2025
D2

NOT TO SCALE
2 0 2 5 Rick En gine erin g Compan yc
1 2 3 4
5 6 7 8
9 10 11 12
13 AVE
AVE

ST MAIN ST

MAIN MAIN
CITRUS
AVE

VISTA VILLAGE DR
AVE

VISTA VILLAGE DR VISTA VILLAGE DR

MICHIGAN

VISTA VILLAGE DR

CITRUS AVE

VISTA VILLAGE DR MAIN

AVE HANES PLACE

MICHIGAN AVE
ST ST
AVE
AVE
CITRUS
1 2
3 4
5 6
7 8
9 10
11 12
13 MAIN ST
AV
E
M
IC
HIGAN

AV
E
PAR
K
P
LA
C
E
HAN
ES
A VE

EUCALYPTUS

WASHINGTO N
ST
VIL L
AG
E DR
VISTA
20/38
31 5/444
10/11
43/51
1/5
1/1
1 4/29
35/44
1 70/70
509/353
461/341
35/50
974/765
45/64
158/188
653/953
352/650
1 5/58
264/382
1 02/1 21
0/1
0/0
1 7/1 1
7/8
1005/868
3/12
45/29
841/1046
6/6
2/1
1/0
32/6
16/64
833/989
9/14
1 7/1 6
0/0
2/7
41/42
1 9/1 6
69/49
30/60
793/895
31/51
8/32
2/22
40/61
1 1/1 4
3/3
38/22
51/63
920/838
8/19
2/3
833/920
24/36
55/1 74
5/6
1/1
75/101
13/36
LEGEND
X

INTERSECTION
=STUDY
XXX

TURN MOVEMENT VOLUMES
=PM PEAK HOUR

MAIN ST

MAIN ST PALM DR
AVE

S SANTA FE

S SANTA FE
1 7/20
888/779
60/82
EXHIBIT D-2
31 5/393
27/62
61/161
18/93
27/37
43/76
48/57
570/521
1 32/94
15/31
90/130
8/25
36/78
27/31
84/115
36/54
1 8/37
21/32
1 2/40
1 0/29
28/75
25/60
33/29
110/202
5/14
101/156
45/50
1 24/1 91
533/524
60/1 75
46/1 00
25/27
1 2/1 9
25/29
13/7
981/875
9/6
ALTERNATIVE 1 TRAFFIC VOLUMES N. SANTA FE
N. INDIANA
AVE
N. INDIANA
AVE
S. INDIANA
E. BROADWAY E. BROADWAY
E. BROADWAY
AV
E
N
.

IND
IANA
E. B R
OAD
WAY
AV
E
S.

IND
IANA
CIT
RU
S AV
E
S. INDIANA
N
.

S
AN
T
A
F
E

AV
E
FE AVE
S. SANTA
FE AVE
N. SANTA

DOWNTOWN VISTA PARKING, CIRCULATION AND GAZEBO PARKING LOT STUDY 10/28/2025
D2

NOT TO SCALE
2 0 2 5 Rick En gine erin g Compan yc
1 2
3 4
5 6
7 8
9 10
11 12
13 MAIN ST
AV
E
M
IC
HIGAN

AV
E
PAR
K
P
LA
C
E
HAN
ES
A VE

EUCALYPTUS

WASHINGTO N
ST
VIL L
AG
E DR
VISTA
AVE

S SANTA FE
U U U
1 S U U S
5 S
6 S U U
U
U
AVE

DRVISTA VILLAGE VISTA VILLAGE DR
AVE

MICHIGAN AVE

AVECITRUS

MAIN ST PALM DR

DRVISTA VILLAGE STMAIN

HANES PLACE STMAIN MAIN ST
MAIN

MICHIGAN AVE

ST MAIN ST

CITRUS AVE

S SANTA FE AVE
AVE

CITRUS AVE
LEGEND
X

INTERSECTION
=STUDY

CONFIGURATION
=INTERSECTION LANE

U INTERSECTION
=UNSIGNALIZED =STOP SIGN

DRVISTA VILLAGE VISTA VILLAGE DR
2 3 4
5 6 7 8
9 10 11 12
13 EXHIBIT D-3

CONFIGURATIONS
ALTERNATIVE 2 PROPOSED LANE
S
N. SANTA FE
N. INDIANA
AVE
N. INDIANA
AVE
S. INDIANA
E. BROADWAY E. BROADWAY
E. BROADWAY
AV
E
N
.

IND
IANA
E. B R
OAD
WAY
AV
E
S.

IND
IANA
CIT
RU
S AV
E
S. INDIANA
N
.

S
AN
T
A
F
E

AV
E
FE AVE
S. SANTA
FE AVE
N. SANTA

DOWNTOWN VISTA PARKING, CIRCULATION AND GAZEBO PARKING LOT STUDY

S INTERSECTION
=SIGNALIZED
10/28/2025
D2

NOT TO SCALE
2 0 2 5 Rick En gine erin g Compan yc
1 2 3 4
5 6 7 8
9 10 11 12
13 AVE
AVE

ST MAIN ST

MAIN MAIN
CITRUS
AVE

VISTA VILLAGE DR
AVE

VISTA VILLAGE DR VISTA VILLAGE DR

MICHIGAN

VISTA VILLAGE DR

CITRUS AVE

VISTA VILLAGE DR MAIN

AVE HANES PLACE

MICHIGAN AVE
ST ST
AVE
AVE
CITRUS
1 2
3 4
5 6
7 8
9 10
11 12
13 MAIN ST
AV
E
M
IC
HIGAN

AV
E
PAR
K
P
LA
C
E
HAN
ES
A VE

EUCALYPTUS

WASHINGTO N
ST
VIL L
AG
E DR
VISTA
25/55
50/54
24/51
4/2423/19
74/80
1 8/27
21/32
1 6/1 7
5/14
68/61
5/10
10/19
32/39
6/23
51/62
523/51 4
1 0/23
31 2/444
8/17
43/90
23/24
30/38
1/5
43/35
36/80
1 9/9
22/31
32/150
6/9
1/1
35/45
1 1/1 3
1 30/70
509/353
461/341
35/50
974/755
45/64
141/171
670/970
352/650
1 1/28
257/367
1 02/1 1 6
0/1
0/0
1 7/1 1
7/8
1005/858
3/12
45/31
841/1031
6/6
2/1
1/0
32/6
16/12
981/865
9/6
45/64
830/972
9/14
26/31
0/0
2/7
41/42
1 9/1 6
69/49
27/45
802/910
31/49
8/22
2/22
40/51
1 1/1 4
3/3
38/22
48/58
923/843
8/19
2/3
833/935
24/36
70/1 74
5/6
1/1
1 8/22
535/482
1 32/94
7/12
28/41
30/22
33/81
28/105
18/68
1 6/28
31 3/423
42/97
6/13
62/50
5/7
46/128
15/14
1 5/41
27/46
50/46
15/41
LEGEND
X

INTERSECTION
=STUDY
XXX

TURN MOVEMENT VOLUMES
=PM PEAK HOUR
MAIN

MAIN ST PALM DR
AVE

S SANTA FE

S SANTA FE
1 7/1 8
891/784
60/82
EXHIBIT D-4
74/77
61/141
1 5/23
1 6/1 4
20/28
28/24
38/158
10/16
23/1 3
1 7/1 3
21/24
ALTERNATIVE 2 TRAFFIC VOLUMES N. SANTA FE
N. INDIANA
AVE
N. INDIANA
AVE
S. INDIANA
E. BROADWAY E. BROADWAY
E. BROADWAY
AV
E
N
.

IND
IANA
E. B R
OAD
WAY
AV
E
S.

IND
IANA
CIT
RU
S AV
E
ST
S. INDIANA
N
.

S
AN
T
A
F
E

AV
E
FE AVE
S. SANTA
FE AVE
N. SANTA

DOWNTOWN VISTA PARKING, CIRCULATION AND GAZEBO PARKING LOT STUDY 10/28/2025
D2

NOT TO SCALE
2 0 2 5 Rick En gine erin g Compan yc
1 2
3 4
5 6
7 8
9 10
11 12
13 MAIN ST
AV
E
M
IC
HIGAN

AV
E
PAR
K
P
LA
C
E
HAN
ES
A VE

EUCALYPTUS

WASHINGTO N
ST
VIL L
AG
E DR
VISTA
AVE

S SANTA FE
U U U
1 S U U S
5 S
6 S U U
U
U
AVE

DRVISTA VILLAGE VISTA VILLAGE DR
AVE

MICHIGAN AVE

AVECITRUS

MAIN ST PALM DR

DRVISTA VILLAGE STMAIN

HANES PLACE STMAIN MAIN ST
MAIN

MICHIGAN AVE

ST MAIN ST

CITRUS AVE

S SANTA FE AVE
AVE

CITRUS AVE
LEGEND
X

INTERSECTION
=STUDY

CONFIGURATION
=INTERSECTION LANE

U INTERSECTION
=UNSIGNALIZED =STOP SIGN

DRVISTA VILLAGE VISTA VILLAGE DR

S INTERSECTION
=SIGNALIZED
2 3 4
5 6 7 8
9 10 11 12
13 EXHIBIT D-5

CONFIGURATIONS
ALTERNATIVE 3 PROPOSED LANE N. SANTA FE
N. INDIANA
AVE
N. INDIANA
AVE
S. INDIANA
E. BROADWAY E. BROADWAY
E. BROADWAY
AV
E
N
.

IND
IANA
E. B R
OAD
WAY
AV
E
S.

IND
IANA
CIT
RU
S AV
E
S. INDIANA
N
.

S
AN
T
A
F
E

AV
E
FE AVE
S. SANTA
FE AVE
N. SANTA

DOWNTOWN VISTA PARKING, CIRCULATION AND GAZEBO PARKING LOT STUDY 10/28/2025
D2

NOT TO SCALE
2 0 2 5 Rick En gine erin g Compan yc
1 2 3 4
5 6 7 8
9 10 11 12
13 AVE
AVE

ST MAIN ST

MAIN MAIN
CITRUS
AVE

VISTA VILLAGE DR
AVE

VISTA VILLAGE DR VISTA VILLAGE DR

MICHIGAN

VISTA VILLAGE DR

CITRUS AVE

VISTA VILLAGE DR MAIN

AVE HANES PLACE

MICHIGAN AVE
ST ST
AVE
AVE
CITRUS
1 2
3 4
5 6
7 8
9 10
11 12
13 MAIN ST
AV
E
M
IC
HIGAN

AV
E
PAR
K
P
LA
C
E
HAN
ES
A VE

EUCALYPTUS

WASHINGTO N
ST
VIL L
AG
E DR
VISTA
20/38
31 5/444
10/11
43/51
1/5
0/1
1 4/29
35/44
1 70/70
509/353
461/341
35/50
974/765
45/64
158/188
653/953
352/650
1 5/58
270/389
1 02/1 21
0/1
0/0
1 7/1 1
7/8
1005/868
3/12
31/29
841/1046
6/6
2/1
1/0
32/6
16/64
839/999
9/14
1 7/1 6
0/0
2/7
41/42
1 9/1 6
69/49
30/60
799/905
31/51
8/32
2/22
40/61
1 1/1 4
3/3
38/22
51/63
920/838
8/19
2/3
839/930
24/36
55/1 74
5/6
1/1
75/151
111/36
LEGEND
X

INTERSECTION
=STUDY
XXX

TURN MOVEMENT VOLUMES
=PM PEAK HOUR

MAIN ST

MAIN ST PALM DR
AVE

S SANTA FE

N SANTA FE

S SANTA FE
23/30
888/779
60/82
EXHIBIT D-6
31 5/393
27/62
61/161
18/93
36/60
59/96
54/64
570/521
1 32/94
36/54
28/75
29/1 00
29/10
176/284
1 24/1 91
542/547
60/1 75
46/1 00
61/77
1 2/1 9
25/29
13/7
981/875
9/6
41/52
121/180
14/35
147/196
39/6911/43
146/206
ALTERNATIVE 3 TRAFFIC VOLUMES
N. INDIANA
AVE
N. INDIANA
AVE
S. INDIANA
E. BROADWAY E. BROADWAY
E. BROADWAY
AV
E
N
.

IND
IANA
CIT
RU
S AV
E
AV
E
S.

IND
IANA
E. B R
OAD
WAY
S. INDIANA
N
.

S
AN
T
A
F
E

AV
E
FE AVE
S. SANTA
FE AVE
N. SANTA
FE AVE
S. SANTA
FE AVE
N. SANTA

DOWNTOWN VISTA PARKING, CIRCULATION AND GAZEBO PARKING LOT STUDY 10/28/2025
D2

ATTACHMENT E

SYNCHRO ANALYSIS TABLES AND WORKSHEETS

10/28/2025
D2

Table 5-1
Existing Intersection LOS Operations Summary
Intersection Control Direction
Existing (2025)
AM Peak PM Peak
Delay 1 LOS 2 Delay 1 LOS 2

1. Vista Village Drive and Santa
Fe Avenue Signal Overall 28.1 C 29.4 C

2. Vista Village Drive and N.

Indiana Avenue TWSC
NB-L
EB-L
WB-L
SB-L

12.0 10.7

10.1 12.8
B
B
B
B

13.2 10.0

11.1 15.5
B
B
B
C

3. Vista Village Drive and
Michigan Avenue TWSC
NB-L
EB-L
WB-L
SB-L

15.7 10.7

10.1 18.5
C
B
B
C

25.2 10.1

11.0 18.3
D
B
B
C

4. Vista Village Drive and Citrus
Avenue Signal Overall 11.2 B 11.1 B

5. Vista Village Drive and Main
Street Signal Overall 11.0 B 13.6 B

6. Main Street and S. Santa Fe
Avenue Signal Overall 14.1 C 26.0 C

7. Main Street and N. Indiana
Avenue/ Hanes Place AWSC Overall 7.7 A 8.0 A

8. Main Street and S. Indiana
Avenue AWSC Overall 7.6 A 8.2 A

9. Main Street and Michigan
Avenue TWSC EB-L
SB-L

7.8 10.1
A
B

7.9 12.0
A
B

10. Main Street and Citrus Avenue AWSC Overall 7.4 A 8.5 A

11. E. Broadway and S. Santa Fe
Avenue TWSC WB-L
SB-L

14.4 8.3
B
A

18.5 8.8
C
A

12. E. Broadway and S. Indiana
Avenue AWSC Overall 7.6 A 7.6 A

13. E. Broadway and Citrus
Avenue AWSC Overall 7.4 A 7.7 A
Footnotes:

Results calculated utilizing the methodologies described in Chapters 19, 20, 21, and 22 in the 7th edition of the HCM.

Deficient LOS indicated in bold.
1 Delay is measured in seconds per vehicle.
2 Level of Service
NB=Northbound, WB=Westbound, etc.

L=Left-turn movement, R= Right-turn movement

10/28/2025
D2

Table 5-2
Alternative 1 Intersection LOS Operations Summary
Intersection Control Direction
Existing Conditions
Alternative 1
Main Street and E. Broadway
One-Way Couplet
AM Peak PM Peak AM Peak PM Peak
Delay 1 LOS 2 Delay 1 LOS 2 Delay 1 LOS 2 Delay 1 LOS 2

1. Vista Village Drive and
Santa Fe Avenue Signal Overall 28.1 C 29.4 C 28.1 C 33.3 C

2. Vista Village Drive and
N. Indiana Avenue TWSC
NB-L
EB-L
WB-L
SB-L

12.0 10.7

10.1 12.8
B
B
B
B

13.2 10.0

11.1 15.5
B
B
B
C

11.9 10.7

10.1 12.8
B
B
B
B

13.3 10.1

11.2 15.8
B
B
B
C

3. Vista Village Drive and
Michigan Avenue TWSC
NB-L
EB-L
WB-L
SB-L

15.7 10.7

10.1 18.5
C
B
B
C

25.2 10.1

11.0 18.3
D
B
B
C

16.7 10.7

10.0 18.2
C
B
A
C

31.6 10.2

11.0 18.1
D
B
B
C

4. Vista Village Drive and
Citrus Avenue Signal Overall 11.2 B 11.1 B 11.2 B 11.9 B

5. Vista Village Drive and
Main Street Signal Overall 11.0 B 13.6 B 10.4 B 13.7 B

6. Main Street and S.

Santa Fe Avenue Signal Overall 14.1 C 26.0 C 11.4 B 10.1 B

7. Main Street and N.

Indiana Avenue/ Hanes
Place
AWSC Overall 7.7 A 8.0 A 7.6 A 7.9 A

8. Main Street and S.

Indiana Avenue AWSC Overall 7.6 A 8.2 A 7.9 A 8.2 A

9. Main Street and
Michigan Avenue TWSC EB-L
SB-L

7.8 10.1
A
B

7.9 12.0
A
B
-

9.8 -
A
-

10.5 -
B

10. Main Street and
Citrus Avenue AWSC Overall 7.4 A 8.5 A 7.5 A 8.6 A

11. E. Broadway and S.

Santa Fe Avenue TWSC WB-L
SB-L

14.4 8.3
B
A

18.5 8.8
C
A
-
-
-
-
-
-
-
-

12. E. Broadway and S.

Indiana Avenue AWSC Overall 7.6 A 7.6 A 8.1 A 8.4 A

13. E. Broadway and
Citrus Avenue AWSC Overall 7.4 A 7.7 A 7.8 A 8.9 A
Footnotes:

Results calculated utilizing the methodologies described in Chapters 19, 20, 21, and 22 in the 7th edition of the HCM.

Deficient LOS indicated in bold.
1 Delay is measured in seconds per vehicle.
2 Level of Service
NB=Northbound, WB=Westbound, etc.

L=Left-turn movement, R= Right-turn movement

10/28/2025
D2

Table 5-3
Intersection Alternative 2 LOS Operations Summary
Intersection Control Direction
Existing Conditions
Alternative 2
Permanent Closure of
S. Indiana Avenue
AM Peak PM Peak AM Peak PM Peak
Delay 1 LOS 2 Delay 1 LOS 2 Delay 1 LOS 2 Delay 1 LOS 2

1. Vista Village Drive and
Santa Fe Avenue Signal Overall 28.1 C 29.4 C 28.1 C 38.6 D

2. Vista Village Drive and
N. Indiana Avenue TWSC
NB-L
EB-L
WB-L
SB-L

12.0 10.7

10.1 12.8
B
B
B
B

13.2 10.0

11.1 15.5
B
B
B
C

12.0 10.7

10.1 12.8
B
B
B
B

13.2 10.0

11.1 15.5
B
B
B
C

3. Vista Village Drive and
Michigan Avenue TWSC
NB-L
EB-L
WB-L
SB-L

15.7 10.7

10.1 18.5
C
B
B
C

25.2 10.1

11.0 18.3
D
B
B
C

15.7 10.7

10.1 18.5
C
B
B
C

25.2 10.1

11.0 18.3
D
B
B
C

4. Vista Village Drive and
Citrus Avenue Signal Overall 11.2 B 11.1 B 11.2 B 11.1 B

5. Vista Village Drive and
Main Street Signal Overall 11.0 B 13.6 B 11.0 B 13.6 B

6. Main Street and S.

Santa Fe Avenue Signal Overall 14.1 C 26.0 C 14.4 B 27.0 C

7. Main Street and N.

Indiana Avenue/ Hanes
Place
AWSC Overall 7.7 A 8.0 A 7.6 A 8.0 A

8. Main Street and S.

Indiana Avenue AWSC Overall 7.6 A 8.2 A 5.0 A 5.0 A

9. Main Street and
Michigan Avenue TWSC EB-L
SB-L

7.8 10.1
A
B

7.9 12.0
A
B

7.8 10.3
A
B

8.0 12.1
A
B

10. Main Street and
Citrus Avenue AWSC Overall 7.4 A 8.5 A 7.6 A 8.5 A

11. E. Broadway and S.

Santa Fe Avenue TWSC WB-L
SB-L

14.4 8.3
B
A

18.5 8.8
C
A

13.4 8.3
B
A

18.4 8.8
C
A

12. E. Broadway and S.

Indiana Avenue AWSC Overall 7.6 A 7.6 A 7.6 A 7.7 A

13. E. Broadway and
Citrus Avenue AWSC Overall 7.4 A 7.7 A 7.4 A 7.8 A
Footnotes:

Results calculated utilizing the methodologies described in Chapters 19, 20, 21, and 22 in the 7th edition of the HCM.

Deficient LOS indicated in bold.
1 Delay is measured in seconds per vehicle.
2 Level of Service
NB=Northbound, WB=Westbound, etc.

L=Left-turn movement, R= Right-turn movement

10/28/2025
D2

Table 5-4
Alternative 3 Intersection LOS Operations Summary
Intersection Control Direction
Existing Conditions
Alternative 3
One-Way Couplet with Temp.

Closure of S. Indiana Avenue
AM Peak PM Peak AM Peak PM Peak
Delay 1 LOS 2 Delay 1 LOS 2 Delay 1 LOS 2 Delay 1 LOS 2

1. Vista Village Drive and
Santa Fe Avenue Signal Overall 28.1 C 29.4 C 28.4 C 39.7 C

2. Vista Village Drive and
N. Indiana Avenue TWSC
NB-L
EB-L
WB-L
SB-L

12.0 10.7

10.1 12.8
B
B
B
B

13.2 10.0

11.1 15.5
B
B
B
C

12.0 10.7

10.1 12.8
B
B
B
B

13.5 10.1

11.2 15.9
B
B
B
C

3. Vista Village Drive and
Michigan Avenue TWSC
NB-L
EB-L
WB-L
SB-L

15.7 10.7

10.1 18.5
C
B
B
C

25.2 10.1

11.0 18.3
D
B
B
C

16.8 10.7

10.0 18.3
C
B
B
C

32.1 10.2

11.1 18.2
D
B
B
C

4. Vista Village Drive and
Citrus Avenue Signal Overall 11.2 B 11.1 B 11.2 B 11.9 B

5. Vista Village Drive and
Main Street Signal Overall 11.0 B 13.6 B 10.3 B 13.7 B

6. Main Street and S.

Santa Fe Avenue Signal Overall 14.1 C 26.0 C 11.7 B 10.3 B

7. Main Street and N.

Indiana Avenue/ Hanes
Place
AWSC Overall 7.7 A 8.0 A 8.2 A 8.5 A

8. Main Street and S.

Indiana Avenue AWSC Overall 7.6 A 8.2 A 5.0 A 5.0 A

9. Main Street and
Michigan Avenue TWSC EB-L
SB-L

7.8 10.1
A
B

7.9 12.0
A
B
-

10.2 -
B
-

11.0 -
B

10. Main Street and
Citrus Avenue AWSC Overall 7.4 A 8.5 A 7.8 A 9.2 A

11. E. Broadway and S.

Santa Fe Avenue TWSC WB-L
SB-L

14.4 8.3
B
A

18.5 8.8
C

A - - - -

12. E. Broadway and S.

Indiana Avenue AWSC Overall 7.6 A 7.6 A 7.9 A 8.3 A

13. E. Broadway and
Citrus Avenue AWSC Overall 7.4 A 7.7 A 8.3 A 9.9 A
Footnotes:

Results calculated utilizing the methodologies described in Chapters 19, 20, 21, and 22 in the 7th edition of the HCM.

Deficient LOS indicated in bold.
1 Delay is measured in seconds per vehicle.
2 Level of Service
NB=Northbound, WB=Westbound, etc.

L=Left-turn movement, R= Right-turn movement

10/28/2025
D2

Lanes, Volumes, Timings
1: Santa Fe Ave & Vista Village Dr 04/30/2025
Ex AM Downtown Vista Parking Circulation 5:00 pm 04/30/2025 Existing AM - Base Synchro 12 Report Rick Engineering Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 352 670 141 35 974 45 102 257 11 130 509 461 Future Volume (vph) 352 670 141 35 974 45 102 257 11 130 509 461 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 170 140 167 0 110 125 260 270
Storage Lanes 1 1 1 0 1 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 1.00 0.91 0.91 0.97 0.95 0.95 0.97 0.95 1.00 Frt 0.850 0.993 0.994 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 3433 3539 1583 1770 5050 0 3433 3518 0 3433 3539 1583 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3433 3539 1583 1770 5050 0 3433 3518 0 3433 3539 1583 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 195 7 5 144
Link Speed (mph) 30 30 30 30
Link Distance (ft) 264 346 318 685
Travel Time (s) 6.0 7.9 7.2 15.6
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 383 728 153 38 1059 49 111 279 12 141 553 501 Shared Lane Traffic (%)
Lane Group Flow (vph) 383 728 153 38 1108 0 111 291 0 141 553 501 Turn Type Prot NA Perm Prot NA Prot NA Prot NA pm+ov
Protected Phases 5 2 1 6 3 8 7 4 5
Permitted Phases 2 4
Total Split (s) 16.8 38.3 38.3 11.2 32.7 11.6 32.3 13.2 33.9 16.8 Total Lost Time (s) 5.3 5.3 5.3 4.9 5.3 4.6 4.9 4.9 4.9 5.3 Act Effct Green (s) 14.9 42.9 42.9 8.5 31.8 7.8 20.0 8.0 22.7 38.3 Actuated g/C Ratio 0.16 0.45 0.45 0.09 0.33 0.08 0.21 0.08 0.24 0.40 v/c Ratio 0.71 0.46 0.19 0.24 0.65 0.39 0.39 0.49 0.65 0.69 Control Delay (s/veh) 44.6 14.5 1.0 44.0 30.2 45.6 32.0 47.6 36.3 15.5 Queue Delay 0.0 0.2 0.1 0.0 0.2 0.0 0.0 0.0 0.0 0.5
Total Delay (s/veh) 44.6 14.6 1.1 44.0 30.4 45.6 32.0 47.6 36.3 16.0

LOS D B A D C D C D D B
Approach Delay (s/veh) 22.1 30.8 35.8 29.1
Approach LOS C C D C
Intersection Summary
Area Type: Other
Cycle Length: 95
Actuated Cycle Length: 95
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.78
Intersection Signal Delay (s/veh): 28.1 Intersection LOS: C Intersection Capacity Utilization 66.9% ICU Level of Service C Analysis Period (min) 15
10/28/2025
D2

Lanes, Volumes, Timings
1: Santa Fe Ave & Vista Village Dr 04/30/2025
Ex AM Downtown Vista Parking Circulation 5:00 pm 04/30/2025 Existing AM - Base Synchro 12 Report Rick Engineering Page 3
Lane Group Ø10 Ø12 Ø13 Ø14
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Peak Hour Factor
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases 10 12 13 14
Permitted Phases
Total Split (s) 49.5 45.5 13.2 36.3
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay (s/veh)
Queue Delay
Total Delay (s/veh)
LOS
Approach Delay (s/veh)
Approach LOS
Intersection Summary
10/28/2025
D2

HCM 7th TWSC
2: Indiana Ave & Vista Village Dr 06/17/2025
Ex AM Downtown Vista Parking Circulation 5:00 pm 04/30/2025 Existing AM - Base Synchro 12 Report Rick Engineering Page 2
Intersection
Int Delay, s/veh 0.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 6 841 45 7 1005 3 0 0 17 0 0 17
Future Vol, veh/h 6 841 45 7 1005 3 0 0 17 0 0 17
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 35 - - 115 - - - - 0 - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 7 914 49 8 1092 3 0 0 18 0 0 18
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 1096 0 0 963 0 0 - - 482 1579 2085 548 Stage 1 - - - - - - - - - 1109 1109 -
Stage 2 - - - - - - - - - 470 976 -
Critical Hdwy 4.14 - - 4.14 - - - - 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - - - - 6.54 5.54 -
Critical Hdwy Stg 2 - - - - - - - - - 6.54 5.54 -
Follow-up Hdwy 2.22 - - 2.22 - - - - 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 633 - - 710 - - 0 0 531 73 52 480
Stage 1 - - - - - - 0 0 - 223 283 -
Stage 2 - - - - - - 0 0 - 543 327 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 633 - - 710 - - - - 531 69 51 480
Mov Cap-2 Maneuver - - - - - - - - - 69 51 -
Stage 1 - - - - - - - - - 221 280 -
Stage 2 - - - - - - - - - 519 324 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0.07 0.07 12.03 12.79

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 531 633 - - 710 - - 480
HCM Lane V/C Ratio 0.035 0.01 - - 0.011 - - 0.038
HCM Ctrl Dly (s/v) 12 10.7 - - 10.1 - - 12.8
HCM Lane LOS B B - - B - - B
HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.1
10/28/2025
D2

HCM 7th TWSC
3: Michigan Ave/Michigan Avenue & Vista Village Dr 06/17/2025 Ex AM Downtown Vista Parking Circulation 5:00 pm 04/30/2025 Existing AM - Base Synchro 12 Report Rick Engineering Page 3
Intersection
Int Delay, s/veh 0.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 9 830 45 16 981 9 2 0 26 2 1 32
Future Vol, veh/h 9 830 45 16 981 9 2 0 26 2 1 32
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 115 - - 105 - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 10 902 49 17 1066 10 2 0 28 2 1 35
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 1076 0 0 951 0 0 1515 2057 476 1577 2077 538 Stage 1 - - - - - - 946 946 - 1106 1106 -
Stage 2 - - - - - - 568 1111 - 471 971 -
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 644 - - 718 - - 82 54 536 74 53 488
Stage 1 - - - - - - 281 338 - 224 284 -
Stage 2 - - - - - - 475 283 - 543 329 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 644 - - 718 - - 72 52 536 67 51 488
Mov Cap-2 Maneuver - - - - - - 72 52 - 67 51 -
Stage 1 - - - - - - 277 333 - 219 277 -
Stage 2 - - - - - - 428 276 - 506 324 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0.11 0.16 15.71 18.52

HCM LOS C C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 366 644 - - 718 - - 304
HCM Lane V/C Ratio 0.083 0.015 - - 0.024 - - 0.125
HCM Ctrl Dly (s/v) 15.7 10.7 - - 10.1 - - 18.5
HCM Lane LOS C B - - B - - C
HCM 95th %tile Q(veh) 0.3 0 - - 0.1 - - 0.4
10/28/2025
D2

HCM 7th Signalized Intersection Summary
4: Citrus Ave & Vista Village Dr 06/17/2025
Ex AM Downtown Vista Parking Circulation 5:00 pm 04/30/2025 Existing AM - Base Synchro 12 Report Rick Engineering Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 31 802 27 0 891 60 40 2 8 41 19 69 Future Volume (veh/h) 31 802 27 0 891 60 40 2 8 41 19 69 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 34 872 29 0 968 65 43 2 9 45 21 75 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 2 2 2 2
Cap, veh/h 50 2756 92 0 2440 164 172 7 208 80 40 92
Arrive On Green 0.03 0.79 0.79 0.00 0.72 0.72 0.13 0.13 0.13 0.13 0.13 0.13 Sat Flow, veh/h 1781 3509 117 0 3473 227 858 51 1585 309 306 700 Grp Volume(v), veh/h 34 441 460 0 509 524 45 0 9 141 0 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1849 0 1777 1830 909 0 1585 1316 0 0 Q Serve(g_s), s 2.3 8.5 8.5 0.0 13.4 13.4 0.0 0.0 0.6 7.1 0.0 0.0 Cycle Q Clear(g_c), s 2.3 8.5 8.5 0.0 13.4 13.4 5.9 0.0 0.6 13.1 0.0 0.0 Prop In Lane 1.00 0.06 0.00 0.12 0.96 1.00 0.32 0.53
Lane Grp Cap(c), veh/h 50 1395 1452 0 1283 1321 178 0 208 213 0 0 V/C Ratio(X) 0.68 0.32 0.32 0.00 0.40 0.40 0.25 0.00 0.04 0.66 0.00 0.00 Avail Cap(c_a), veh/h 145 1395 1452 0 1283 1321 394 0 468 467 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 0.92 0.92 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 57.8 3.7 3.7 0.0 6.5 6.5 47.8 0.0 45.5 51.3 0.0 0.0 Incr Delay (d2), s/veh 14.6 0.6 0.6 0.0 0.8 0.8 0.7 0.0 0.1 3.5 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 2.7 2.8 0.0 4.9 5.0 1.3 0.0 0.2 4.4 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 72.4 4.3 4.3 0.0 7.3 7.3 48.5 0.0 45.6 54.8 0.0 0.0 LnGrp LOS E A A A A D D D
Approach Vol, veh/h 935 1033 54 141
Approach Delay, s/veh 6.7 7.3 48.0 54.8
Approach LOS A A D D
Timer - Assigned Phs 2 4 5 6 8
Phs Duration (G+Y+Rc), s 99.6 20.4 7.6 92.0 20.4
Change Period (Y+Rc), s 5.4 4.6 4.2 5.4 4.6
Max Green Setting (Gmax), s 74.6 35.4 9.8 60.6 35.4
Max Q Clear Time (g_c+I1), s 10.5 15.1 4.3 15.4 7.9
Green Ext Time (p_c), s 7.2 0.7 0.0 8.6 0.2
Intersection Summary
HCM 7th Control Delay, s/veh 11.2
HCM 7th LOS B
10/28/2025
D2

HCM 7th Signalized Intersection Summary
5: Palm Dr & Vista Village Dr 06/17/2025
Ex AM Downtown Vista Parking Circulation 5:00 pm 04/30/2025 Existing AM - Base Synchro 12 Report Rick Engineering Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 24 833 2 48 923 8 1 5 70 11 3 38 Future Volume (veh/h) 24 833 2 48 923 8 1 5 70 11 3 38
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 26 905 2 52 1003 9 1 5 76 12 3 41
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 74 2509 6 67 2475 22 20 101 104 18 4 61
Arrive On Green 0.08 1.00 1.00 0.04 0.69 0.69 0.07 0.07 0.07 0.05 0.05 0.05 Sat Flow, veh/h 1781 3638 8 1781 3609 32 309 1546 1585 351 88 1199 Grp Volume(v), veh/h 26 442 465 52 494 518 6 0 76 56 0 0 Grp Sat Flow(s),veh/h/ln1781 1777 1869 1781 1777 1865 1855 0 1585 1637 0 0 Q Serve(g_s), s 1.7 0.0 0.0 3.5 14.5 14.5 0.4 0.0 5.6 4.0 0.0 0.0 Cycle Q Clear(g_c), s 1.7 0.0 0.0 3.5 14.5 14.5 0.4 0.0 5.6 4.0 0.0 0.0 Prop In Lane 1.00 0.00 1.00 0.02 0.17 1.00 0.21 0.73
Lane Grp Cap(c), veh/h 74 1225 1289 67 1218 1279 121 0 104 83 0 0 V/C Ratio(X) 0.35 0.36 0.36 0.77 0.41 0.41 0.05 0.00 0.73 0.68 0.00 0.00 Avail Cap(c_a), veh/h 116 1225 1289 175 1218 1279 408 0 349 115 0 0 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.96 0.96 0.96 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 53.5 0.0 0.0 57.2 8.2 8.2 52.6 0.0 55.1 56.0 0.0 0.0 Incr Delay (d2), s/veh 2.7 0.8 0.8 16.8 0.2 0.2 0.2 0.0 9.6 9.2 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 0.3 0.3 1.9 5.3 5.5 0.2 0.0 2.5 1.9 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 56.2 0.8 0.8 74.1 8.4 8.4 52.8 0.0 64.6 65.2 0.0 0.0 LnGrp LOS E A A E A A D E E
Approach Vol, veh/h 933 1064 82 56
Approach Delay, s/veh 2.3 11.6 63.8 65.2
Approach LOS A B E E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s8.7 88.2 10.7 9.2 87.7 12.4
Change Period (Y+Rc), s 4.2 5.4 4.6 4.2 5.4 4.6
Max Green Setting (Gmax), s 11.8 54.6 8.4 7.8 58.6 26.4 Max Q Clear Time (g_c+I1), s 5.5 2.0 6.0 3.7 16.5 7.6
Green Ext Time (p_c), s 0.0 7.1 0.0 0.0 8.2 0.2
Intersection Summary
HCM 7th Control Delay, s/veh 11.0
HCM 7th LOS B
10/28/2025
D2

HCM 7th Signalized Intersection Summary
6: Santa Fe Ave & Main St 06/17/2025
Ex AM Downtown Vista Parking Circulation 5:00 pm 04/30/2025 Existing AM - Base Synchro 12 Report Rick Engineering Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 18 28 33 7 43 33 27 310 13 18 535 132 Future Volume (veh/h) 18 28 33 7 43 33 27 310 13 18 535 132 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.97 1.00 0.94 1.00 0.94 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 20 31 37 8 48 37 30 344 14 20 594 147 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 44 418 341 19 391 323 63 541 22 44 1044 438
Arrive On Green 0.02 0.22 0.22 0.01 0.21 0.21 0.04 0.30 0.30 0.02 0.29 0.29 Sat Flow, veh/h 1781 1870 1527 1781 1870 1544 1781 1779 72 1781 3554 1489 Grp Volume(v), veh/h 20 31 37 8 48 37 30 0 358 20 594 147 Grp Sat Flow(s),veh/h/ln1781 1870 1527 1781 1870 1544 1781 0 1852 1781 1777 1489 Q Serve(g_s), s 0.5 0.6 0.8 0.2 0.9 0.8 0.7 0.0 7.1 0.5 6.0 3.3 Cycle Q Clear(g_c), s 0.5 0.6 0.8 0.2 0.9 0.8 0.7 0.0 7.1 0.5 6.0 3.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.04 1.00 1.00
Lane Grp Cap(c), veh/h 44 418 341 19 391 323 63 0 563 44 1044 438 V/C Ratio(X) 0.45 0.07 0.11 0.42 0.12 0.11 0.48 0.00 0.64 0.45 0.57 0.34 Avail Cap(c_a), veh/h 210 1237 1010 210 1237 1021 210 0 809 210 1553 651 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 20.4 13.0 13.1 20.8 13.6 13.6 20.0 0.0 12.7 20.4 12.7 11.7 Incr Delay (d2), s/veh 7.1 0.1 0.1 14.3 0.1 0.2 5.6 0.0 1.2 7.1 0.5 0.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.2 0.2 0.1 0.3 0.3 0.4 0.0 2.5 0.3 2.0 0.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 27.5 13.1 13.2 35.1 13.7 13.7 25.6 0.0 13.9 27.5 13.2 12.2 LnGrp LOS C B B D B B C B C B B
Approach Vol, veh/h 88 93 388 761
Approach Delay, s/veh 16.4 15.6 14.8 13.3
Approach LOS B B B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s5.2 18.0 5.0 14.1 5.7 17.5 5.6 13.5 Change Period (Y+Rc), s 4.2 5.1 4.6 4.6 4.2 5.1 4.6 4.6 Max Green Setting (Gmax), s 5.0 18.5 5.0 28.0 5.0 18.5 5.0 28.0 Max Q Clear Time (g_c+I1), s 2.5 9.1 2.2 2.8 2.7 8.0 2.5 2.9 Green Ext Time (p_c), s 0.0 1.5 0.0 0.2 0.0 3.4 0.0 0.3 Intersection Summary
HCM 7th Control Delay, s/veh 14.1
HCM 7th LOS B
10/28/2025
D2

HCM 7th AWSC
7: Hanes Pl/Indiana Ave & Main St/Mian St 06/17/2025
Ex AM Downtown Vista Parking Circulation 5:00 pm 04/30/2025 Existing AM - Base Synchro 12 Report Rick Engineering Page 7
Intersection
Intersection Delay, s/veh 7.7
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 7 53 13 4 80 8 0 0 0 28 12 21
Future Vol, veh/h 7 53 13 4 80 8 0 0 0 28 12 21
Peak Hour Factor 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 9 67 16 5 101 10 0 0 0 35 15 27
Number of Lanes 0 1 0 0 1 0 0 0 0 0 1 0
Approach EB WB SB
Opposing Approach WB EB
Opposing Lanes 1 1 0
Conflicting Approach Left SB WB
Conflicting Lanes Left 1 0 1
Conflicting Approach Right SB EB
Conflicting Lanes Right 0 1 1
HCM Control Delay, s/veh7.6 7.8 7.7

HCM LOS A A A
Lane EBLn1WBLn1 SBLn1
Vol Left, % 10% 4% 46%
Vol Thru, % 73% 87% 20%
Vol Right, % 18% 9% 34%
Sign Control Stop Stop Stop
Traffic Vol by Lane 73 92 61
LT Vol 7 4 28
Through Vol 53 80 12
RT Vol 13 8 21
Lane Flow Rate 92 116 77
Geometry Grp 1 1 1
Degree of Util (X) 0.105 0.133 0.09
Departure Headway (Hd) 4.072 4.097 4.176
Convergence, Y/N Yes Yes Yes
Cap 871 868 843
Service Time 2.139 2.159 2.274
HCM Lane V/C Ratio 0.106 0.134 0.091
HCM Control Delay, s/veh 7.6 7.8 7.7
HCM Lane LOS A A A
HCM 95th-tile Q 0.4 0.5 0.3
10/28/2025
D2

HCM 7th AWSC
8: Indiana Ave & Mian St/Main St 06/17/2025
Ex AM Downtown Vista Parking Circulation 5:00 pm 04/30/2025 Existing AM - Base Synchro 12 Report Rick Engineering Page 8
Intersection
Intersection Delay, s/veh 7.6
Intersection LOS A
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 55 26 9 72 21 7
Future Vol, veh/h 55 26 9 72 21 7
Peak Hour Factor 0.79 0.79 0.79 0.79 0.79 0.79
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 70 33 11 91 27 9
Number of Lanes 1 0 0 1 1 1
Approach EB WB NB
Opposing Approach WB EB
Opposing Lanes 1 1 0
Conflicting Approach Left NB EB
Conflicting Lanes Left 0 2 1
Conflicting Approach Right NB WB
Conflicting Lanes Right 2 0 1
HCM Control Delay, s/veh7.4 7.7 8.1

HCM LOS A A A
Lane NBLn1 NBLn2 EBLn1WBLn1
Vol Left, % 100% 0% 0% 11%
Vol Thru, % 0% 0% 68% 89%
Vol Right, % 0% 100% 32% 0%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 21 7 81 81
LT Vol 21 0 0 9
Through Vol 0 0 55 72
RT Vol 0 7 26 0
Lane Flow Rate 27 9 103 103
Geometry Grp 5 5 2 2
Degree of Util (X) 0.04 0.01 0.111 0.117
Departure Headway (Hd) 5.387 4.184 3.88 4.095
Convergence, Y/N Yes Yes Yes Yes
Cap 658 843 916 869
Service Time 3.174 1.97 1.938 2.148
HCM Lane V/C Ratio 0.041 0.011 0.112 0.119
HCM Control Delay, s/veh 8.4 7 7.4 7.7
HCM Lane LOS A A A A
HCM 95th-tile Q 0.1 0 0.4 0.4
10/28/2025
D2

HCM 7th TWSC
9 : Main St & Michigan Ave 06/17/2025
Ex AM Downtown Vista Parking Circulation 5:00 pm 04/30/2025 Existing AM - Base Synchro 12 Report R
ick Engineering Page 9
Intersection
Int Delay, s/veh 3.3
Movement E BL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 17 45 50 13 12 30
F
uture Vol, veh/h 17 45 50 13 12 30
Conflicting Peds, #/hr 78 0 0 78 12 1
S
ign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
S
torage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
G
rade, % - 0 0 - 0 -
Peak Hour Factor 79 79 79 79 79 79
H
eavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 2 2 57 63 16 15 38
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 158 0 - 0 262 151
Stage 1 - - - - 150 -
Stage 2 - - - - 112 -
Critical Hdwy 4.12 - - - 6.42 6.22
C
ritical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
F
ollow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1422 - - - 727 896
Stage 1 - - - - 878 -
Stage 2 - - - - 913 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1316 - - - 613 829
M
ov Cap-2 Maneuver - - - - 613 -
Stage 1 - - - - 799 -
Stage 2 - - - - 845 -
Approach E B WB SB
HCM Ctrl Dly, s/v 2.13 0 10.14
H

CM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 4 94 - - - 753
HCM Lane V/C Ratio 0.016 - - - 0.071
HCM Ctrl Dly (s/v) 7 .8 0 - - 10.1
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 0 - - - 0.2
10/28/2025
D2

HCM 7th AWSC
10: Citrus Ave & Main St 06/17/2025
Ex AM Downtown Vista Parking Circulation 5:00 pm 04/30/2025 Existing AM - Base Synchro 12 Report Rick Engineering Page 10
Intersection
Intersection Delay, s/veh 7.4
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 6 0 13 20 33 1 17 36 0 0 34 12
Future Vol, veh/h 6 0 13 20 33 1 17 36 0 0 34 12
Peak Hour Factor 0.90 0.92 0.90 0.92 0.92 0.92 0.90 0.90 0.92 0.92 0.90 0.90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 7 0 14 22 36 1 19 40 0 0 38 13
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 7 7.6 7.5 7.3

HCM LOS A A A A
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 32% 32% 37% 0%
Vol Thru, % 68% 0% 61% 74%
Vol Right, % 0% 68% 2% 26%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 53 19 54 46
LT Vol 17 6 20 0
Through Vol 36 0 33 34
RT Vol 0 13 1 12
Lane Flow Rate 59 21 59 51
Geometry Grp 1 1 1 1
Degree of Util (X) 0.068 0.022 0.069 0.056
Departure Headway (Hd) 4.176 3.82 4.202 3.961
Convergence, Y/N Yes Yes Yes Yes
Cap 853 926 846 898
Service Time 2.225 1.888 2.257 2.014
HCM Lane V/C Ratio 0.069 0.023 0.07 0.057
HCM Control Delay, s/veh 7.5 7 7.6 7.3
HCM Lane LOS A A A A
HCM 95th-tile Q 0.2 0.1 0.2 0.2
10/28/2025
D2

HCM 7th TWSC
11: Santa Fe Ave & Broadway 06/17/2025
Ex AM Downtown Vista Parking Circulation 5:00 pm 04/30/2025 Existing AM - Base Synchro 12 Report Rick Engineering Page 11
Intersection
Int Delay, s/veh 0.9
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 8 22 312 10 51 523
Future Vol, veh/h 8 22 312 10 51 523
Conflicting Peds, #/hr 0 12 0 11 11 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 70 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 85 85 85 85 85 85
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 9 26 367 12 60 615
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1119 396 0 0 390 0
Stage 1 384 - - - - -
Stage 2 735 - - - - -
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 229 653 - - 1169 -
Stage 1 688 - - - - -
Stage 2 474 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 215 639 - - 1156 -
Mov Cap-2 Maneuver 215 - - - - -
Stage 1 681 - - - - -
Stage 2 450 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 14.4 0 0.74

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 418 1156 -
HCM Lane V/C Ratio - - 0.084 0.052 -
HCM Ctrl Dly (s/v) - - 14.4 8.3 -
HCM Lane LOS - - B A -
HCM 95th %tile Q(veh) - - 0.3 0.2 -
10/28/2025
D2

HCM 7th AWSC
12: Indiana Ave & Broadway 06/17/2025
Ex AM Downtown Vista Parking Circulation 5:00 pm 04/30/2025 Existing AM - Base Synchro 12 Report Rick Engineering Page 12
Intersection
Intersection Delay, s/veh 7.6
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 5 68 5 10 32 2 16 21 18 11 16 9
Future Vol, veh/h 5 68 5 10 32 2 16 21 18 11 16 9
Peak Hour Factor 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.92 0.81 0.81 0.81 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 6 84 6 12 40 2 20 26 20 14 20 11
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 7.7 7.6 7.5 7.5

HCM LOS A A A A
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 29% 6% 23% 31%
Vol Thru, % 38% 87% 73% 44%
Vol Right, % 33% 6% 5% 25%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 55 78 44 36
LT Vol 16 5 10 11
Through Vol 21 68 32 16
RT Vol 18 5 2 9
Lane Flow Rate 65 96 54 44
Geometry Grp 1 1 1 1
Degree of Util (X) 0.074 0.111 0.064 0.051
Departure Headway (Hd) 4.091 4.141 4.218 4.157
Convergence, Y/N Yes Yes Yes Yes
Cap 863 857 839 848
Service Time 2.18 2.208 2.294 2.251
HCM Lane V/C Ratio 0.075 0.112 0.064 0.052
HCM Control Delay, s/veh 7.5 7.7 7.6 7.5
HCM Lane LOS A A A A
HCM 95th-tile Q 0.2 0.4 0.2 0.2
10/28/2025
D2

HCM 7th AWSC
13: Citrus Ave & Broadway 06/17/2025
Ex AM Downtown Vista Parking Circulation 5:00 pm 04/30/2025 Existing AM - Base Synchro 12 Report Rick Engineering Page 13
Intersection
Intersection Delay, s/veh 7.4
Intersection LOS A
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 70 23 4 24 25 42
Future Vol, veh/h 70 23 4 24 25 42
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 73 24 4 25 26 44
Number of Lanes 1 0 0 1 1 0
Approach EB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left SB EB
Conflicting Lanes Left 1 1 0
Conflicting Approach Right NB EB
Conflicting Lanes Right 1 0 1
HCM Control Delay, s/veh7.7 7.4 7.1

HCM LOS A A A
Lane NBLn1 EBLn1 SBLn1
Vol Left, % 14% 75% 0%
Vol Thru, % 86% 0% 37%
Vol Right, % 0% 25% 63%
Sign Control Stop Stop Stop
Traffic Vol by Lane 28 93 67
LT Vol 4 70 0
Through Vol 24 0 25
RT Vol 0 23 42
Lane Flow Rate 29 97 70
Geometry Grp 1 1 1
Degree of Util (X) 0.034 0.111 0.073
Departure Headway (Hd) 4.186 4.107 3.749
Convergence, Y/N Yes Yes Yes
Cap 848 870 947
Service Time 2.246 2.144 1.806
HCM Lane V/C Ratio 0.034 0.111 0.074
HCM Control Delay, s/veh 7.4 7.7 7.1
HCM Lane LOS A A A
HCM 95th-tile Q 0.1 0.4 0.2
10/28/2025
D2

Lanes, Volumes, Timings
1: Santa Fe Ave & Vista Village Dr 05/05/2025
Ex PM Downtown Vista Parking Circulation 12:28 pm 05/05/2025 Existing PM - Base Synchro 12 Report Rick Engineering Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 650 970 171 50 755 64 116 367 28 70 353 341 Future Volume (vph) 650 970 171 50 755 64 116 367 28 70 353 341 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 170 140 167 0 110 125 260 270
Storage Lanes 1 1 1 0 1 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 1.00 0.91 0.91 0.97 0.95 0.95 0.97 0.95 1.00 Frt 0.850 0.988 0.990 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 3433 3539 1583 1770 5024 0 3433 3504 0 3433 3539 1583 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3433 3539 1583 1770 5024 0 3433 3504 0 3433 3539 1583 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 195 15 9 144
Link Speed (mph) 30 30 30 30
Link Distance (ft) 272 346 318 672
Travel Time (s) 6.2 7.9 7.2 15.3
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 707 1054 186 54 821 70 126 399 30 76 384 371 Shared Lane Traffic (%)
Lane Group Flow (vph) 707 1054 186 54 891 0 126 429 0 76 384 371 Turn Type Prot NA Perm Prot NA Prot NA Prot NA pm+ov
Protected Phases 5 2 1 6 3 8 7 4 5
Permitted Phases 2 4
Total Split (s) 14.0 40.6 40.6 8.9 35.5 11.6 35.1 10.4 33.9 14.0 Total Lost Time (s) 5.3 5.3 5.3 4.9 5.3 4.6 4.9 4.9 4.9 5.3 Act Effct Green (s) 21.4 46.3 46.3 5.6 27.9 8.1 21.6 5.8 17.5 38.5 Actuated g/C Ratio 0.23 0.49 0.49 0.06 0.29 0.09 0.23 0.06 0.18 0.41 v/c Ratio 0.91 0.61 0.21 0.52 0.60 0.43 0.53 0.37 0.59 0.51 Control Delay (s/veh) 55.2 12.6 1.6 63.9 29.8 46.1 33.8 48.2 38.4 10.3 Queue Delay 0.0 0.3 0.3 0.0 0.1 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 55.2 13.0 1.9 63.9 29.9 46.1 33.8 48.2 38.4 10.3

LOS E B A E C D C D D B
Approach Delay (s/veh) 27.3 31.8 36.6 26.8
Approach LOS C C D C
Intersection Summary
Area Type: Other
Cycle Length: 95
Actuated Cycle Length: 95
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow, Master Intersection Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.91
Intersection Signal Delay (s/veh): 29.4 Intersection LOS: C Intersection Capacity Utilization 66.9% ICU Level of Service C Analysis Period (min) 15
10/28/2025
D2

Lanes, Volumes, Timings
1: Santa Fe Ave & Vista Village Dr 05/05/2025
Ex PM Downtown Vista Parking Circulation 12:28 pm 05/05/2025 Existing PM - Base Synchro 12 Report Rick Engineering Page 3
Lane Group Ø10 Ø12 Ø13 Ø14
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Peak Hour Factor
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases 10 12 13 14
Permitted Phases
Total Split (s) 49.5 45.5 13.2 36.3
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay (s/veh)
Queue Delay
Total Delay (s/veh)
LOS
Approach Delay (s/veh)
Approach LOS
Intersection Summary
10/28/2025
D2

HCM 7th TWSC
2: Indiana Ave & Vista Village Dr 06/17/2025
Ex PM Downtown Vista Parking Circulation 12:28 pm 05/05/2025 Existing PM - Base Synchro 12 Report Rick Engineering Page 2
Intersection
Int Delay, s/veh 0.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 6 1031 31 8 858 12 0 0 18 1 0 11
Future Vol, veh/h 6 1031 31 8 858 12 0 0 18 1 0 11
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 35 - - 115 - - - - 0 - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 7 1121 34 9 933 13 0 0 20 1 0 12
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 946 0 0 1154 0 0 - - 577 1530 2124 473 Stage 1 - - - - - - - - - 957 957 -
Stage 2 - - - - - - - - - 573 1167 -
Critical Hdwy 4.14 - - 4.14 - - - - 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - - - - 6.54 5.54 -
Critical Hdwy Stg 2 - - - - - - - - - 6.54 5.54 -
Follow-up Hdwy 2.22 - - 2.22 - - - - 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 721 - - 601 - - 0 0 460 80 49 538
Stage 1 - - - - - - 0 0 - 277 334 -
Stage 2 - - - - - - 0 0 - 471 266 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 721 - - 601 - - - - 460 75 48 538
Mov Cap-2 Maneuver - - - - - - - - - 75 48 -
Stage 1 - - - - - - - - - 273 330 -
Stage 2 - - - - - - - - - 447 263 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0.06 0.1 13.18 15.53

HCM LOS B C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 460 721 - - 601 - - 355
HCM Lane V/C Ratio 0.043 0.009 - - 0.014 - - 0.037
HCM Ctrl Dly (s/v) 13.2 10 - - 11.1 - - 15.5
HCM Lane LOS B B - - B - - C
HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.1
10/28/2025
D2

HCM 7th TWSC
3: Michigan Ave/Michigan Avenue & Vista Village Dr 06/17/2025 Ex PM Downtown Vista Parking Circulation 12:28 pm 05/05/2025 Existing PM - Base Synchro 12 Report Rick Engineering Page 3
Intersection
Int Delay, s/veh 0.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 14 972 64 12 865 6 7 0 31 1 0 6
Future Vol, veh/h 14 972 64 12 865 6 7 0 31 1 0 6
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 115 - - 105 - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 15 1057 70 13 940 7 8 0 34 1 0 7
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 947 0 0 1126 0 0 1618 2095 563 1528 2126 473 Stage 1 - - - - - - 1122 1122 - 970 970 -
Stage 2 - - - - - - 496 973 - 559 1157 -
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 721 - - 616 - - 69 52 470 80 49 537
Stage 1 - - - - - - 219 279 - 272 330 -
Stage 2 - - - - - - 524 329 - 481 269 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 721 - - 616 - - 65 49 470 71 47 537
Mov Cap-2 Maneuver - - - - - - 65 49 - 71 47 -
Stage 1 - - - - - - 215 274 - 266 323 -
Stage 2 - - - - - - 507 322 - 437 263 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0.13 0.15 25.23 18.31

HCM LOS D C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 219 721 - - 616 - - 278
HCM Lane V/C Ratio 0.189 0.021 - - 0.021 - - 0.027
HCM Ctrl Dly (s/v) 25.2 10.1 - - 11 - - 18.3
HCM Lane LOS D B - - B - - C
HCM 95th %tile Q(veh) 0.7 0.1 - - 0.1 - - 0.1
10/28/2025
D2

HCM 7th Signalized Intersection Summary
4: Citrus Ave & Vista Village Dr 06/17/2025
Ex PM Downtown Vista Parking Circulation 12:28 pm 05/05/2025 Existing PM - Base Synchro 12 Report Rick Engineering Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 49 910 45 0 784 82 51 22 22 42 16 49 Future Volume (veh/h) 49 910 45 0 784 82 51 22 22 42 16 49 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 53 989 49 0 852 89 55 24 24 46 17 53 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 2 2 2 2
Cap, veh/h 69 2680 133 0 2272 237 158 59 203 89 40 68
Arrive On Green 0.04 0.78 0.78 0.00 0.70 0.70 0.13 0.13 0.13 0.13 0.13 0.13 Sat Flow, veh/h 1781 3446 171 0 3340 339 786 463 1585 324 312 535 Grp Volume(v), veh/h 53 510 528 0 466 475 79 0 24 116 0 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1840 0 1777 1809 1250 0 1585 1171 0 0 Q Serve(g_s), s 3.1 9.5 9.5 0.0 11.3 11.3 0.0 0.0 1.4 4.7 0.0 0.0 Cycle Q Clear(g_c), s 3.1 9.5 9.5 0.0 11.3 11.3 6.3 0.0 1.4 11.0 0.0 0.0 Prop In Lane 1.00 0.09 0.00 0.19 0.70 1.00 0.40 0.46
Lane Grp Cap(c), veh/h 69 1382 1431 0 1243 1266 217 0 203 197 0 0 V/C Ratio(X) 0.77 0.37 0.37 0.00 0.37 0.37 0.36 0.00 0.12 0.59 0.00 0.00 Avail Cap(c_a), veh/h 181 1382 1431 0 1243 1266 477 0 484 467 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 0.93 0.93 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 50.5 3.7 3.7 0.0 6.5 6.5 42.8 0.0 40.9 45.3 0.0 0.0 Incr Delay (d2), s/veh 16.7 0.8 0.7 0.0 0.8 0.8 1.0 0.0 0.3 2.8 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 2.9 3.0 0.0 4.0 4.1 2.0 0.0 0.6 3.1 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 67.2 4.4 4.4 0.0 7.3 7.3 43.9 0.0 41.2 48.1 0.0 0.0 LnGrp LOS E A A A A D D D
Approach Vol, veh/h 1091 941 103 116
Approach Delay, s/veh 7.5 7.3 43.2 48.1
Approach LOS A A D D
Timer - Assigned Phs 2 4 5 6 8
Phs Duration (G+Y+Rc), s 87.9 18.1 8.3 79.6 18.1
Change Period (Y+Rc), s 5.4 4.6 4.2 5.4 4.6
Max Green Setting (Gmax), s 63.6 32.4 10.8 48.6 32.4
Max Q Clear Time (g_c+I1), s 11.5 13.0 5.1 13.3 8.3
Green Ext Time (p_c), s 8.8 0.5 0.0 7.3 0.4
Intersection Summary
HCM 7th Control Delay, s/veh 11.1
HCM 7th LOS B
10/28/2025
D2

HCM 7th Signalized Intersection Summary
5: Palm Dr & Vista Village Dr 06/17/2025
Ex PM Downtown Vista Parking Circulation 12:28 pm 05/05/2025 Existing PM - Base Synchro 12 Report Rick Engineering Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 36 935 3 58 843 19 1 6 174 14 3 22 Future Volume (veh/h) 36 935 3 58 843 19 1 6 174 14 3 22 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 39 1016 3 63 916 21 1 7 189 15 3 24 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 57 2196 6 81 2193 50 32 227 221 20 4 32
Arrive On Green 0.06 1.00 1.00 0.05 0.62 0.62 0.14 0.14 0.14 0.03 0.03 0.03 Sat Flow, veh/h 1781 3635 11 1781 3551 81 232 1626 1585 596 119 954 Grp Volume(v), veh/h 39 497 522 63 458 479 8 0 189 42 0 0 Grp Sat Flow(s),veh/h/ln1781 1777 1868 1781 1777 1856 1859 0 1585 1669 0 0 Q Serve(g_s), s 2.3 0.0 0.0 3.7 14.1 14.1 0.4 0.0 12.4 2.6 0.0 0.0 Cycle Q Clear(g_c), s 2.3 0.0 0.0 3.7 14.1 14.1 0.4 0.0 12.4 2.6 0.0 0.0 Prop In Lane 1.00 0.01 1.00 0.04 0.12 1.00 0.36 0.57
Lane Grp Cap(c), veh/h 57 1074 1129 81 1097 1146 259 0 221 56 0 0 V/C Ratio(X) 0.68 0.46 0.46 0.77 0.42 0.42 0.03 0.00 0.86 0.75 0.00 0.00 Avail Cap(c_a), veh/h 114 1074 1129 165 1097 1146 445 0 380 101 0 0 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.94 0.94 0.94 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 49.1 0.0 0.0 50.0 10.4 10.4 39.4 0.0 44.6 50.8 0.0 0.0 Incr Delay (d2), s/veh 12.4 1.3 1.3 14.3 0.3 0.2 0.0 0.0 9.2 18.1 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 0.4 0.4 2.0 5.2 5.5 0.2 0.0 5.4 1.4 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 61.5 1.3 1.3 64.4 10.7 10.7 39.5 0.0 53.8 68.9 0.0 0.0 LnGrp LOS E A A E B B D D E
Approach Vol, veh/h 1058 1000 197 42
Approach Delay, s/veh 3.5 14.1 53.2 68.9
Approach LOS A B D E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s9.0 69.4 8.1 7.6 70.9 19.4
Change Period (Y+Rc), s 4.2 5.4 4.6 4.2 5.4 4.6
Max Green Setting (Gmax), s 9.8 45.6 6.4 6.8 48.6 25.4
Max Q Clear Time (g_c+I1), s 5.7 2.0 4.6 4.3 16.1 14.4
Green Ext Time (p_c), s 0.0 8.4 0.0 0.0 7.1 0.5
Intersection Summary
HCM 7th Control Delay, s/veh 13.6
HCM 7th LOS B
10/28/2025
D2

HCM 7th Signalized Intersection Summary
6: Santa Fe Ave & Main St 06/17/2025
Ex PM Downtown Vista Parking Circulation 12:28 pm 05/05/2025 Existing PM - Base Synchro 12 Report Rick Engineering Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 68 105 81 12 66 27 72 418 20 22 482 94 Future Volume (veh/h) 68 105 81 12 66 27 72 418 20 22 482 94 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.90 1.00 0.94 1.00 0.92 1.00 0.91 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 77 119 92 14 75 31 82 475 23 25 548 107 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 326 342 260 321 337 268 167 533 26 50 842 340 Arrive On Green 0.18 0.18 0.18 0.18 0.18 0.18 0.09 0.30 0.30 0.03 0.24 0.24 Sat Flow, veh/h 1781 1870 1420 1781 1870 1485 1781 1761 85 1781 3554 1435 Grp Volume(v), veh/h 77 119 92 14 75 31 82 0 498 25 548 107 Grp Sat Flow(s),veh/h/ln1781 1870 1420 1781 1870 1485 1781 0 1847 1781 1777 1435 Q Serve(g_s), s 2.2 3.4 3.4 0.4 2.1 1.1 2.6 0.0 15.6 0.8 8.4 3.7 Cycle Q Clear(g_c), s 2.2 3.4 3.4 0.4 2.1 1.1 2.6 0.0 15.6 0.8 8.4 3.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.05 1.00 1.00
Lane Grp Cap(c), veh/h 326 342 260 321 337 268 167 0 559 50 842 340 V/C Ratio(X) 0.24 0.35 0.35 0.04 0.22 0.12 0.49 0.00 0.89 0.50 0.65 0.31 Avail Cap(c_a), veh/h 695 729 554 824 865 687 180 0 607 147 1104 446 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 21.1 21.6 21.6 20.5 21.2 20.8 26.0 0.0 20.1 29.0 20.8 19.0 Incr Delay (d2), s/veh 0.4 0.6 0.8 0.1 0.3 0.2 2.2 0.0 14.6 7.3 0.9 0.5 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 1.4 1.1 0.2 0.9 0.4 1.2 0.0 8.3 0.4 3.3 1.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 21.5 22.2 22.4 20.5 21.5 21.0 28.2 0.0 34.7 36.3 21.7 19.6 LnGrp LOS C C C C C C C C D C B
Approach Vol, veh/h 288 120 580 680
Approach Delay, s/veh 22.1 21.3 33.8 21.9
Approach LOS C C C C
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 15.7 9.9 19.4 15.5 5.9 23.4
Change Period (Y+Rc), s 4.6 4.2 5.1 4.6 4.2 5.1
Max Green Setting (Gmax), s 23.6 6.1 18.8 28.0 5.0 19.9 Max Q Clear Time (g_c+I1), s 5.4 4.6 10.4 4.1 2.8 17.6
Green Ext Time (p_c), s 1.1 0.0 2.6 0.5 0.0 0.7
Intersection Summary
HCM 7th Control Delay, s/veh 26.0
HCM 7th LOS C
10/28/2025
D2

HCM 7th AWSC
7: Hanes Pl/Indiana Ave & Main St/Mian St 06/17/2025
Ex PM Downtown Vista Parking Circulation 12:28 pm 05/05/2025 Existing PM - Base Synchro 12 Report Rick Engineering Page 7
Intersection
Intersection Delay, s/veh 8
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 8 150 16 11 80 15 0 0 0 17 9 24
Future Vol, veh/h 8 150 16 11 80 15 0 0 0 17 9 24
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 8 155 16 11 82 15 0 0 0 18 9 25
Number of Lanes 0 1 0 0 1 0 0 0 0 0 1 0
Approach EB WB SB
Opposing Approach WB EB
Opposing Lanes 1 1 0
Conflicting Approach Left SB WB
Conflicting Lanes Left 1 0 1
Conflicting Approach Right SB EB
Conflicting Lanes Right 0 1 1
HCM Control Delay, s/veh8.2 7.8 7.6

HCM LOS A A A
Lane EBLn1WBLn1 SBLn1
Vol Left, % 5% 10% 34%
Vol Thru, % 86% 75% 18%
Vol Right, % 9% 14% 48%
Sign Control Stop Stop Stop
Traffic Vol by Lane 174 106 50
LT Vol 8 11 17
Through Vol 150 80 9
RT Vol 16 15 24
Lane Flow Rate 179 109 52
Geometry Grp 1 1 1
Degree of Util (X) 0.202 0.124 0.062
Departure Headway (Hd) 4.061 4.096 4.333
Convergence, Y/N Yes Yes Yes
Cap 877 865 831
Service Time 2.117 2.166 2.333
HCM Lane V/C Ratio 0.204 0.126 0.063
HCM Control Delay, s/veh 8.2 7.8 7.6
HCM Lane LOS A A A
HCM 95th-tile Q 0.8 0.4 0.2
10/28/2025
D2

HCM 7th AWSC
8: Indiana Ave & Mian St/Main St 06/17/2025
Ex PM Downtown Vista Parking Circulation 12:28 pm 05/05/2025 Existing PM - Base Synchro 12 Report Rick Engineering Page 8
Intersection
Intersection Delay, s/veh 8.2
Intersection LOS A
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 138 15 21 75 38 27
Future Vol, veh/h 138 15 21 75 38 27
Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 157 17 24 85 43 31
Number of Lanes 1 0 0 1 1 1
Approach EB WB NB
Opposing Approach WB EB
Opposing Lanes 1 1 0
Conflicting Approach Left NB EB
Conflicting Lanes Left 0 2 1
Conflicting Approach Right NB WB
Conflicting Lanes Right 2 0 1
HCM Control Delay, s/veh8.3 8 8.2

HCM LOS A A A
Lane NBLn1 NBLn2 EBLn1WBLn1
Vol Left, % 100% 0% 0% 22%
Vol Thru, % 0% 0% 90% 78%
Vol Right, % 0% 100% 10% 0%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 38 27 153 96
LT Vol 38 0 0 21
Through Vol 0 0 138 75
RT Vol 0 27 15 0
Lane Flow Rate 43 31 174 109
Geometry Grp 5 5 2 2
Degree of Util (X) 0.068 0.038 0.203 0.132
Departure Headway (Hd) 5.657 4.451 4.193 4.347
Convergence, Y/N Yes Yes Yes Yes
Cap 635 806 861 828
Service Time 3.376 2.17 2.193 2.358
HCM Lane V/C Ratio 0.068 0.038 0.202 0.132
HCM Control Delay, s/veh 8.8 7.3 8.3 8
HCM Lane LOS A A A A
HCM 95th-tile Q 0.2 0.1 0.8 0.5
10/28/2025
D2

HCM 7th TWSC
9: Main St & Michigan Ave 06/17/2025
Ex PM Downtown Vista Parking Circulation 12:28 pm 05/05/2025 Existing PM - Base Synchro 12 Report Rick Engineering Page 9
Intersection
Int Delay, s/veh 3.7
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 24 142 46 31 33 54
Future Vol, veh/h 24 142 46 31 33 54
Conflicting Peds, #/hr 105 0 0 105 48 14
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 26 154 50 34 36 59
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 189 0 - 0 426 186
Stage 1 - - - - 172 -
Stage 2 - - - - 255 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1385 - - - 585 856
Stage 1 - - - - 858 -
Stage 2 - - - - 788 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1247 - - - 463 760
Mov Cap-2 Maneuver - - - - 463 -
Stage 1 - - - - 755 -
Stage 2 - - - - 709 -
Approach EB WB SB
HCM Ctrl Dly, s/v 1.15 0 11.96

HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 260 - - - 611
HCM Lane V/C Ratio 0.021 - - - 0.155
HCM Ctrl Dly (s/v) 7.9 0 - - 12
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 0.1 - - - 0.5
10/28/2025
D2

HCM 7th AWSC
10: Citrus Ave & Main St 06/17/2025
Ex PM Downtown Vista Parking Circulation 12:28 pm 05/05/2025 Existing PM - Base Synchro 12 Report Rick Engineering Page 10
Intersection
Intersection Delay, s/veh 8.5
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 9 155 22 21 41 5 7 80 30 1 44 14
Future Vol, veh/h 9 155 22 21 41 5 7 80 30 1 44 14
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 10 168 24 23 45 5 8 87 33 1 48 15
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 8.9 8.1 8.4 8

HCM LOS A A A A
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 6% 5% 31% 2%
Vol Thru, % 68% 83% 61% 75%
Vol Right, % 26% 12% 7% 24%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 117 186 67 59
LT Vol 7 9 21 1
Through Vol 80 155 41 44
RT Vol 30 22 5 14
Lane Flow Rate 127 202 73 64
Geometry Grp 1 1 1 1
Degree of Util (X) 0.159 0.247 0.094 0.082
Departure Headway (Hd) 4.499 4.402 4.623 4.577
Convergence, Y/N Yes Yes Yes Yes
Cap 797 817 776 782
Service Time 2.526 2.425 2.65 2.606
HCM Lane V/C Ratio 0.159 0.247 0.094 0.082
HCM Control Delay, s/veh 8.4 8.9 8.1 8
HCM Lane LOS A A A A
HCM 95th-tile Q 0.6 1 0.3 0.3
10/28/2025
D2

HCM 7th TWSC
11: Santa Fe Ave & Broadway 06/17/2025
Ex PM Downtown Vista Parking Circulation 12:28 pm 05/05/2025 Existing PM - Base Synchro 12 Report Rick Engineering Page 11
Intersection
Int Delay, s/veh 1.6
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 17 52 444 23 62 514
Future Vol, veh/h 17 52 444 23 62 514
Conflicting Peds, #/hr 0 23 0 9 9 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 70 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 87 87 87 87 87 87
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 20 60 510 26 71 591
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1266 556 0 0 546 0
Stage 1 533 - - - - -
Stage 2 733 - - - - -
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 187 531 - - 1023 -
Stage 1 589 - - - - -
Stage 2 475 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 172 515 - - 1015 -
Mov Cap-2 Maneuver 172 - - - - -
Stage 1 584 - - - - -
Stage 2 442 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 18.51 0 0.95

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 345 1015 -
HCM Lane V/C Ratio - - 0.23 0.07 -
HCM Ctrl Dly (s/v) - - 18.5 8.8 -
HCM Lane LOS - - C A -
HCM 95th %tile Q(veh) - - 0.9 0.2 -
10/28/2025
D2

HCM 7th AWSC
12: Indiana Ave & Broadway 06/17/2025
Ex PM Downtown Vista Parking Circulation 12:28 pm 05/05/2025 Existing PM - Base Synchro 12 Report Rick Engineering Page 12
Intersection
Intersection Delay, s/veh 7.6
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 10 61 14 19 39 12 17 32 27 10 14 9
Future Vol, veh/h 10 61 14 19 39 12 17 32 27 10 14 9
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 10 64 15 20 41 13 18 33 28 10 15 9
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 7.7 7.6 7.6 7.4

HCM LOS A A A A
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 22% 12% 27% 30%
Vol Thru, % 42% 72% 56% 42%
Vol Right, % 36% 16% 17% 27%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 76 85 70 33
LT Vol 17 10 19 10
Through Vol 32 61 39 14
RT Vol 27 14 12 9
Lane Flow Rate 79 89 73 34
Geometry Grp 1 1 1 1
Degree of Util (X) 0.09 0.101 0.084 0.04
Departure Headway (Hd) 4.072 4.112 4.151 4.172
Convergence, Y/N Yes Yes Yes Yes
Cap 867 862 852 844
Service Time 2.159 2.186 2.228 2.27
HCM Lane V/C Ratio 0.091 0.103 0.086 0.04
HCM Control Delay, s/veh 7.6 7.7 7.6 7.4
HCM Lane LOS A A A A
HCM 95th-tile Q 0.3 0.3 0.3 0.1
10/28/2025
D2

HCM 7th AWSC
13: Citrus Ave & Broadway 06/17/2025
Ex PM Downtown Vista Parking Circulation 12:28 pm 05/05/2025 Existing PM - Base Synchro 12 Report Rick Engineering Page 13
Intersection
Intersection Delay, s/veh 7.7
Intersection LOS A
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 67 19 24 51 55 41
Future Vol, veh/h 67 19 24 51 55 41
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 73 21 26 55 60 45
Number of Lanes 1 0 0 1 1 0
Approach EB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left SB EB
Conflicting Lanes Left 1 1 0
Conflicting Approach Right NB EB
Conflicting Lanes Right 1 0 1
HCM Control Delay, s/veh7.9 7.8 7.5

HCM LOS A A A
Lane NBLn1 EBLn1 SBLn1
Vol Left, % 32% 78% 0%
Vol Thru, % 68% 0% 57%
Vol Right, % 0% 22% 43%
Sign Control Stop Stop Stop
Traffic Vol by Lane 75 86 96
LT Vol 24 67 0
Through Vol 51 0 55
RT Vol 0 19 41
Lane Flow Rate 82 93 104
Geometry Grp 1 1 1
Degree of Util (X) 0.096 0.111 0.113
Departure Headway (Hd) 4.243 4.275 3.903
Convergence, Y/N Yes Yes Yes
Cap 835 827 906
Service Time 2.317 2.358 1.98
HCM Lane V/C Ratio 0.098 0.112 0.115
HCM Control Delay, s/veh 7.8 7.9 7.5
HCM Lane LOS A A A
HCM 95th-tile Q 0.3 0.4 0.4
10/28/2025
D2

Lanes, Volumes, Timings
1: Santa Fe Ave & Vista Village Dr 06/17/2025
Alt 1 AM Downtown Vista Parking Circulation 9:10 pm 06/17/2025 Alternative 1 AM Synchro 12 Report Rick Engineering Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 352 653 158 35 974 45 102 264 15 170 509 461 Future Volume (vph) 352 653 158 35 974 45 102 264 15 170 509 461 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 170 140 167 0 110 125 260 270
Storage Lanes 1 1 1 0 0 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 1.00 0.91 0.91 0.97 0.95 0.95 0.97 0.95 1.00 Frt 0.850 0.993 0.992 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 3433 3539 1583 1770 5050 0 3433 3511 0 3433 3539 1583 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3433 3539 1583 1770 5050 0 3433 3511 0 3433 3539 1583 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 195 7 6 144
Link Speed (mph) 30 30 30 30
Link Distance (ft) 264 346 318 685
Travel Time (s) 6.0 7.9 7.2 15.6
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 383 710 172 38 1059 49 111 287 16 185 553 501 Shared Lane Traffic (%)
Lane Group Flow (vph) 383 710 172 38 1108 0 111 303 0 185 553 501 Turn Type Prot NA Perm Prot NA Prot NA Prot NA pm+ov
Protected Phases 5 2 1 6 3 8 7 4 5
Permitted Phases 2 4
Total Split (s) 16.8 38.3 38.3 11.2 32.7 11.6 32.3 13.2 33.9 16.8 Total Lost Time (s) 5.3 5.3 5.3 4.9 5.3 4.6 4.9 4.9 4.9 5.3 Act Effct Green (s) 14.9 42.6 42.6 8.7 31.6 7.8 19.9 8.1 22.9 38.4 Actuated g/C Ratio 0.16 0.45 0.45 0.09 0.33 0.08 0.21 0.09 0.24 0.40 v/c Ratio 0.71 0.45 0.21 0.23 0.66 0.39 0.41 0.63 0.65 0.69 Control Delay (s/veh) 44.6 14.5 1.2 43.7 30.3 45.6 32.2 52.1 36.1 15.4 Queue Delay 0.0 0.2 0.1 0.0 0.2 0.0 0.0 0.0 0.0 0.5
Total Delay (s/veh) 44.6 14.6 1.3 43.7 30.5 45.6 32.2 52.1 36.1 15.9

LOS D B A D C D C D D B
Approach Delay (s/veh) 21.9 30.9 35.8 30.3
Approach LOS C C D C
Intersection Summary
Area Type: Other
Cycle Length: 95
Actuated Cycle Length: 95
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.78
Intersection Signal Delay (s/veh): 28.4 Intersection LOS: C Intersection Capacity Utilization 66.9% ICU Level of Service C Analysis Period (min) 15
10/28/2025
D2

Lanes, Volumes, Timings
1: Santa Fe Ave & Vista Village Dr 06/17/2025
Alt 1 AM Downtown Vista Parking Circulation 9:10 pm 06/17/2025 Alternative 1 AM Synchro 12 Report Rick Engineering Page 3
Lane Group Ø10 Ø12 Ø13 Ø14
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Peak Hour Factor
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases 10 12 13 14
Permitted Phases
Total Split (s) 49.5 45.5 13.2 36.3
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay (s/veh)
Queue Delay
Total Delay (s/veh)
LOS
Approach Delay (s/veh)
Approach LOS
Intersection Summary
10/28/2025
D2

HCM 7th TWSC
2: Indiana Ave & Vista Village Dr 06/18/2025
Alt 1 AM Downtown Vista Parking Circulation 9:10 pm 06/17/2025 Alternative 1 AM Synchro 12 Report Rick Engineering Page 2
Intersection
Int Delay, s/veh 0.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 6 841 31 7 1005 3 0 0 17 0 0 17
Future Vol, veh/h 6 841 31 7 1005 3 0 0 17 0 0 17
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 35 - - 115 - - - - 0 - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 7 914 34 8 1092 3 0 0 18 0 0 18
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 1096 0 0 948 0 0 - - 474 1579 2070 548 Stage 1 - - - - - - - - - 1109 1109 -
Stage 2 - - - - - - - - - 470 961 -
Critical Hdwy 4.14 - - 4.14 - - - - 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - - - - 6.54 5.54 -
Critical Hdwy Stg 2 - - - - - - - - - 6.54 5.54 -
Follow-up Hdwy 2.22 - - 2.22 - - - - 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 633 - - 720 - - 0 0 537 73 53 480
Stage 1 - - - - - - 0 0 - 223 283 -
Stage 2 - - - - - - 0 0 - 543 333 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 633 - - 720 - - - - 537 69 52 480
Mov Cap-2 Maneuver - - - - - - - - - 69 52 -
Stage 1 - - - - - - - - - 221 280 -
Stage 2 - - - - - - - - - 519 329 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0.07 0.07 11.94 12.79

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 537 633 - - 720 - - 480
HCM Lane V/C Ratio 0.034 0.01 - - 0.011 - - 0.038
HCM Ctrl Dly (s/v) 11.9 10.7 - - 10.1 - - 12.8
HCM Lane LOS B B - - B - - B
HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.1
10/28/2025
D2

HCM 7th TWSC
3: Michigan Ave/Michigan Avenue & Vista Village Dr 06/18/2025 Alt 1 AM Downtown Vista Parking Circulation 9:10 pm 06/17/2025 Alternative 1 AM Synchro 12 Report Rick Engineering Page 3
Intersection
Int Delay, s/veh 0.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 9 833 16 13 981 9 2 0 17 2 1 32
Future Vol, veh/h 9 833 16 13 981 9 2 0 17 2 1 32
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 115 - - 105 - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 10 905 17 14 1066 10 2 0 18 2 1 35
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 1076 0 0 923 0 0 1496 2038 461 1572 2042 538 Stage 1 - - - - - - 934 934 - 1099 1099 -
Stage 2 - - - - - - 562 1104 - 472 942 -
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 644 - - 736 - - 85 56 547 74 56 488
Stage 1 - - - - - - 286 343 - 226 286 -
Stage 2 - - - - - - 479 285 - 541 340 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 644 - - 736 - - 75 54 547 69 54 488
Mov Cap-2 Maneuver - - - - - - 75 54 - 69 54 -
Stage 1 - - - - - - 282 338 - 222 281 -
Stage 2 - - - - - - 435 279 - 515 334 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0.11 0.13 16.7 18.24

HCM LOS C C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 328 644 - - 736 - - 310
HCM Lane V/C Ratio 0.063 0.015 - - 0.019 - - 0.123
HCM Ctrl Dly (s/v) 16.7 10.7 - - 10 - - 18.2
HCM Lane LOS C B - - A - - C
HCM 95th %tile Q(veh) 0.2 0 - - 0.1 - - 0.4
10/28/2025
D2

HCM 7th Signalized Intersection Summary
4: Citrus Ave & Vista Village Dr 06/18/2025
Alt 1 AM Downtown Vista Parking Circulation 9:10 pm 06/17/2025 Alternative 1 AM Synchro 12 Report Rick Engineering Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 31 793 30 0 888 60 40 2 8 41 19 69 Future Volume (veh/h) 31 793 30 0 888 60 40 2 8 41 19 69 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 34 862 33 0 965 65 43 2 9 45 21 75 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 2 2 2 2
Cap, veh/h 50 2740 105 0 2439 164 172 7 208 80 40 92
Arrive On Green 0.03 0.79 0.79 0.00 0.72 0.72 0.13 0.13 0.13 0.13 0.13 0.13 Sat Flow, veh/h 1781 3490 134 0 3472 228 858 51 1585 309 306 700 Grp Volume(v), veh/h 34 439 456 0 507 523 45 0 9 141 0 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1846 0 1777 1829 909 0 1585 1316 0 0 Q Serve(g_s), s 2.3 8.5 8.5 0.0 13.3 13.3 0.0 0.0 0.6 7.1 0.0 0.0 Cycle Q Clear(g_c), s 2.3 8.5 8.5 0.0 13.3 13.3 5.9 0.0 0.6 13.1 0.0 0.0 Prop In Lane 1.00 0.07 0.00 0.12 0.96 1.00 0.32 0.53
Lane Grp Cap(c), veh/h 50 1395 1450 0 1283 1321 178 0 208 213 0 0 V/C Ratio(X) 0.68 0.31 0.31 0.00 0.40 0.40 0.25 0.00 0.04 0.66 0.00 0.00 Avail Cap(c_a), veh/h 145 1395 1450 0 1283 1321 394 0 468 467 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 0.92 0.92 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 57.8 3.7 3.7 0.0 6.5 6.5 47.8 0.0 45.5 51.3 0.0 0.0 Incr Delay (d2), s/veh 14.6 0.6 0.6 0.0 0.8 0.8 0.7 0.0 0.1 3.5 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 2.7 2.8 0.0 4.8 5.0 1.3 0.0 0.2 4.4 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 72.4 4.3 4.2 0.0 7.3 7.3 48.5 0.0 45.6 54.8 0.0 0.0 LnGrp LOS E A A A A D D D
Approach Vol, veh/h 929 1030 54 141
Approach Delay, s/veh 6.8 7.3 48.0 54.8
Approach LOS A A D D
Timer - Assigned Phs 2 4 5 6 8
Phs Duration (G+Y+Rc), s 99.6 20.4 7.6 92.0 20.4
Change Period (Y+Rc), s 5.4 4.6 4.2 5.4 4.6
Max Green Setting (Gmax), s 74.6 35.4 9.8 60.6 35.4
Max Q Clear Time (g_c+I1), s 10.5 15.1 4.3 15.3 7.9
Green Ext Time (p_c), s 7.1 0.7 0.0 8.6 0.2
Intersection Summary
HCM 7th Control Delay, s/veh 11.2
HCM 7th LOS B
10/28/2025
D2

HCM 7th Signalized Intersection Summary
5: Palm Dr & Vista Village Dr 06/18/2025
Alt 1 AM Downtown Vista Parking Circulation 9:10 pm 06/17/2025 Alternative 1 AM Synchro 12 Report Rick Engineering Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 24 833 2 51 920 8 1 5 55 11 3 38 Future Volume (veh/h) 24 833 2 51 920 8 1 5 55 11 3 38
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 26 905 2 55 1000 9 1 5 60 12 3 41
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 74 2538 6 71 2512 23 17 85 87 18 4 61
Arrive On Green 0.08 1.00 1.00 0.04 0.70 0.70 0.06 0.06 0.06 0.05 0.05 0.05 Sat Flow, veh/h 1781 3638 8 1781 3609 32 309 1546 1585 351 88 1199 Grp Volume(v), veh/h 26 442 465 55 492 517 6 0 60 56 0 0 Grp Sat Flow(s),veh/h/ln1781 1777 1869 1781 1777 1865 1855 0 1585 1637 0 0 Q Serve(g_s), s 1.7 0.0 0.0 3.7 14.0 14.0 0.4 0.0 4.5 4.0 0.0 0.0 Cycle Q Clear(g_c), s 1.7 0.0 0.0 3.7 14.0 14.0 0.4 0.0 4.5 4.0 0.0 0.0 Prop In Lane 1.00 0.00 1.00 0.02 0.17 1.00 0.21 0.73
Lane Grp Cap(c), veh/h 74 1240 1304 71 1237 1298 102 0 87 83 0 0 V/C Ratio(X) 0.35 0.36 0.36 0.77 0.40 0.40 0.06 0.00 0.69 0.68 0.00 0.00 Avail Cap(c_a), veh/h 116 1240 1304 175 1237 1298 408 0 349 115 0 0 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.96 0.96 0.96 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 53.5 0.0 0.0 57.1 7.7 7.7 53.7 0.0 55.7 56.0 0.0 0.0 Incr Delay (d2), s/veh 2.7 0.8 0.7 16.0 0.2 0.2 0.2 0.0 9.2 9.2 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 0.3 0.3 2.0 5.0 5.3 0.2 0.0 2.0 1.9 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 56.2 0.8 0.7 73.1 7.9 7.9 54.0 0.0 64.9 65.2 0.0 0.0 LnGrp LOS E A A E A A D E E
Approach Vol, veh/h 933 1064 66 56
Approach Delay, s/veh 2.3 11.2 63.9 65.2
Approach LOS A B E E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s9.0 89.1 10.7 9.2 88.9 11.2
Change Period (Y+Rc), s 4.2 5.4 4.6 4.2 5.4 4.6
Max Green Setting (Gmax), s 11.8 54.6 8.4 7.8 58.6 26.4 Max Q Clear Time (g_c+I1), s 5.7 2.0 6.0 3.7 16.0 6.5
Green Ext Time (p_c), s 0.0 7.1 0.0 0.0 8.2 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 10.4
HCM 7th LOS B
10/28/2025
D2

HCM 7th Signalized Intersection Summary
6: Santa Fe Ave & Main St 06/18/2025
Alt 1 AM Downtown Vista Parking Circulation 9:10 pm 06/17/2025 Alternative 1 AM Synchro 12 Report Rick Engineering Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 18 0 61 27 43 48 27 315 0 0 570 132 Future Volume (veh/h) 18 0 61 27 43 48 27 315 0 0 570 132 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.94 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 0 1870 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 20 0 68 30 48 53 30 350 0 0 633 147 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 0 2 2 2 2 2 2 0 0 2 2
Cap, veh/h 86 0 0 63 290 238 63 855 0 0 1121 471
Arrive On Green 0.02 0.00 0.00 0.04 0.16 0.16 0.04 0.46 0.00 0.00 0.32 0.32 Sat Flow, veh/h 3456 20 1781 1870 1530 1781 1870 0 0 3647 1494 Grp Volume(v), veh/h 20 20.2 30 48 53 30 350 0 0 633 147 Grp Sat Flow(s),veh/h/ln1728 C 1781 1870 1530 1781 1870 0 0 1777 1494 Q Serve(g_s), s 0.2 0.7 0.9 1.2 0.7 4.9 0.0 0.0 5.9 2.9 Cycle Q Clear(g_c), s 0.2 0.7 0.9 1.2 0.7 4.9 0.0 0.0 5.9 2.9 Prop In Lane 1.00 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 86 63 290 238 63 855 0 0 1121 471 V/C Ratio(X) 0.23 0.47 0.17 0.22 0.47 0.41 0.00 0.00 0.56 0.31 Avail Cap(c_a), veh/h 438 248 1327 1086 226 1313 0 0 1666 700 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 18.9 18.7 14.4 14.6 18.7 7.1 0.0 0.0 11.3 10.3 Incr Delay (d2), s/veh 1.4 5.4 0.3 0.5 5.4 0.3 0.0 0.0 0.4 0.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.3 0.3 0.4 0.3 1.4 0.0 0.0 1.9 0.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 20.2 24.1 14.7 15.1 24.1 7.5 0.0 0.0 11.7 10.6 LnGrp LOS C C B B C A B B
Approach Vol, veh/h 131 380 780
Approach Delay, s/veh 17.0 8.8 11.5
Approach LOS B A B
Timer - Assigned Phs 2 3 5 6 7 8
Phs Duration (G+Y+Rc), s 23.1 6.0 5.6 17.5 5.6 10.7
Change Period (Y+Rc), s 5.1 4.6 4.2 5.1 4.6 4.6
Max Green Setting (Gmax), s 27.7 5.5 5.0 18.5 5.0 28.0
Max Q Clear Time (g_c+I1), s 6.9 2.7 2.7 7.9 2.2 3.2
Green Ext Time (p_c), s 2.1 0.0 0.0 3.6 0.0 0.4
Intersection Summary
HCM 7th Control Delay, s/veh 11.4
HCM 7th LOS B
10/28/2025
D2

HCM 7th AWSC
7: Hanes Pl/Indiana Ave & Main St/Mian St 06/18/2025
Alt 1 AM Downtown Vista Parking Circulation 9:10 pm 06/17/2025 Alternative 1 AM Synchro 12 Report Rick Engineering Page 7
Intersection
Intersection Delay, s/veh 7.6
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 0 15 90 8 0 0 0 0 12 25
Future Vol, veh/h 0 0 0 15 90 8 0 0 0 0 12 25
Peak Hour Factor 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 0 19 114 10 0 0 0 0 15 32
Number of Lanes 0 0 0 0 1 0 0 0 0 0 1 0
Approach WB SB
Opposing Approach
Opposing Lanes 0 0
Conflicting Approach Left WB
Conflicting Lanes Left 0 1
Conflicting Approach Right SB
Conflicting Lanes Right 1 0
HCM Control Delay, s/veh 7.8 7

HCM LOS A A
Lane WBLn1 SBLn1
Vol Left, % 13% 0%
Vol Thru, % 80% 32%
Vol Right, % 7% 68%
Sign Control Stop Stop
Traffic Vol by Lane 113 37
LT Vol 15 0
Through Vol 90 12
RT Vol 8 25
Lane Flow Rate 143 47
Geometry Grp 1 1
Degree of Util (X) 0.159 0.049
Departure Headway (Hd) 4.001 3.777
Convergence, Y/N Yes Yes
Cap 900 938
Service Time 2.014 1.84
HCM Lane V/C Ratio 0.159 0.05
HCM Control Delay, s/veh 7.8 7
HCM Lane LOS A A
HCM 95th-tile Q 0.6 0.2
10/28/2025
D2

HCM 7th AWSC
8: Indiana Ave & Mian St/Main St 06/18/2025
Alt 1 AM Downtown Vista Parking Circulation 9:10 pm 06/17/2025 Alternative 1 AM Synchro 12 Report Rick Engineering Page 8
Intersection
Intersection Delay, s/veh 7.9
Intersection LOS A
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 0 0 27 84 36 0
Future Vol, veh/h 0 0 27 84 36 0
Peak Hour Factor 0.79 0.79 0.79 0.79 0.79 0.79
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 0 34 106 46 0
Number of Lanes 0 0 0 1 1 0
Approach WB NB
Opposing Approach
Opposing Lanes 0 0
Conflicting Approach Left NB
Conflicting Lanes Left 1 0
Conflicting Approach Right WB
Conflicting Lanes Right 0 1
HCM Control Delay, s/veh 7.9 7.7

HCM LOS A A
Lane NBLn1WBLn1
Vol Left, % 100% 24%
Vol Thru, % 0% 76%
Vol Right, % 0% 0%
Sign Control Stop Stop
Traffic Vol by Lane 36 111
LT Vol 36 27
Through Vol 0 84
RT Vol 0 0
Lane Flow Rate 46 141
Geometry Grp 1 1
Degree of Util (X) 0.055 0.159
Departure Headway (Hd) 4.38 4.063
Convergence, Y/N Yes Yes
Cap 810 882
Service Time 2.447 2.091
HCM Lane V/C Ratio 0.057 0.16
HCM Control Delay, s/veh 7.7 7.9
HCM Lane LOS A A
HCM 95th-tile Q 0.2 0.6
10/28/2025
D2

HCM 7th TWSC
9: Main St & Michigan Ave 06/18/2025
Alt 1 AM Downtown Vista Parking Circulation 9:10 pm 06/17/2025 Alternative 1 AM Synchro 12 Report Rick Engineering Page 9
Intersection
Int Delay, s/veh 2.8
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 0 75 13 0 36
Future Vol, veh/h 0 0 75 13 0 36
Conflicting Peds, #/hr 78 0 0 78 12 1
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - 0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 79 79 79 79 79 79
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 0 95 16 0 46
Major/Minor Major2 Minor2
Conflicting Flow All - 0 - 182
Stage 1 - - - -
Stage 2 - - - -
Critical Hdwy - - - 6.22
Critical Hdwy Stg 1 - - - -
Critical Hdwy Stg 2 - - - -
Follow-up Hdwy - - - 3.318
Pot Cap-1 Maneuver - - 0 860
Stage 1 - - 0 -
Stage 2 - - 0 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - 796
Mov Cap-2 Maneuver - - - -
Stage 1 - - - -
Stage 2 - - - -
Approach WB SB
HCM Ctrl Dly, s/v 0 9.79

HCM LOS A
Minor Lane/Major Mvmt WBT WBR SBLn1
Capacity (veh/h) - - 796
HCM Lane V/C Ratio - - 0.057
HCM Ctrl Dly (s/v) - - 9.8
HCM Lane LOS - - A
HCM 95th %tile Q(veh) - - 0.2
10/28/2025
D2

HCM 7th AWSC
10: Citrus Ave & Main St 06/18/2025
Alt 1 AM Downtown Vista Parking Circulation 9:10 pm 06/17/2025 Alternative 1 AM Synchro 12 Report Rick Engineering Page 10
Intersection
Intersection Delay, s/veh 7.5
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 0 10 43 1 25 46 60 1 14 35
Future Vol, veh/h 0 0 0 10 43 1 25 46 60 1 14 35
Peak Hour Factor 0.90 0.92 0.90 0.92 0.92 0.92 0.90 0.90 0.92 0.92 0.90 0.90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 0 11 47 1 28 51 65 1 16 39
Number of Lanes 0 0 0 0 1 0 0 1 0 0 1 0
Approach WB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left NB WB
Conflicting Lanes Left 1 0 1
Conflicting Approach Right SB WB
Conflicting Lanes Right 1 1 0
HCM Control Delay, s/veh 7.7 7.6 7

HCM LOS A A A
Lane NBLn1 WBLn1 SBLn1
Vol Left, % 19% 19% 2%
Vol Thru, % 35% 80% 28%
Vol Right, % 46% 2% 70%
Sign Control Stop Stop Stop
Traffic Vol by Lane 131 54 50
LT Vol 25 10 1
Through Vol 46 43 14
RT Vol 60 1 35
Lane Flow Rate 144 59 56
Geometry Grp 1 1 1
Degree of Util (X) 0.154 0.07 0.058
Departure Headway (Hd) 3.841 4.302 3.729
Convergence, Y/N Yes Yes Yes
Cap 929 825 951
Service Time 1.885 2.368 1.788
HCM Lane V/C Ratio 0.155 0.072 0.059
HCM Control Delay, s/veh 7.6 7.7 7
HCM Lane LOS A A A
HCM 95th-tile Q 0.5 0.2 0.2
10/28/2025
D2

HCM 7th AWSC
12: Indiana Ave & Broadway 06/18/2025
Alt 1 AM Downtown Vista Parking Circulation 9:10 pm 06/17/2025 Alternative 1 AM Synchro 12 Report Rick Engineering Page 11
Intersection
Intersection Delay, s/veh 8.1
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 45 101 5 0 0 0 0 21 18 12 10 0
Future Vol, veh/h 45 101 5 0 0 0 0 21 18 12 10 0
Peak Hour Factor 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.92 0.81 0.81 0.81 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 56 125 6 0 0 0 0 26 20 15 12 0
Number of Lanes 0 1 0 0 0 0 0 1 0 0 1 0
Approach EB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left SB EB
Conflicting Lanes Left 1 1 0
Conflicting Approach Right NB EB
Conflicting Lanes Right 1 0 1
HCM Control Delay, s/veh8.3 7.3 7.7

HCM LOS A A A
Lane NBLn1 EBLn1 SBLn1
Vol Left, % 0% 30% 55%
Vol Thru, % 54% 67% 45%
Vol Right, % 46% 3% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 39 151 22
LT Vol 0 45 12
Through Vol 21 101 10
RT Vol 18 5 0
Lane Flow Rate 45 186 27
Geometry Grp 1 1 1
Degree of Util (X) 0.052 0.212 0.034
Departure Headway (Hd) 4.105 4.098 4.509
Convergence, Y/N Yes Yes Yes
Cap 878 872 799
Service Time 2.106 2.141 2.51
HCM Lane V/C Ratio 0.051 0.213 0.034
HCM Control Delay, s/veh 7.3 8.3 7.7
HCM Lane LOS A A A
HCM 95th-tile Q 0.2 0.8 0.1
10/28/2025
D2

HCM 7th AWSC
13: Citrus Ave & Broadway 06/18/2025
Alt 1 AM Downtown Vista Parking Circulation 9:10 pm 06/17/2025 Alternative 1 AM Synchro 12 Report Rick Engineering Page 12
Intersection
Intersection Delay, s/veh 7.8
Intersection LOS A
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 110 33 0 28 25 0
Future Vol, veh/h 110 33 0 28 25 0
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 115 34 0 29 26 0
Number of Lanes 1 0 0 1 1 0
Approach EB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left SB EB
Conflicting Lanes Left 1 1 0
Conflicting Approach Right NB EB
Conflicting Lanes Right 1 0 1
HCM Control Delay, s/veh7.9 7.4 7.4

HCM LOS A A A
Lane NBLn1 EBLn1 SBLn1
Vol Left, % 0% 77% 0%
Vol Thru, % 100% 0% 100%
Vol Right, % 0% 23% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 28 143 25
LT Vol 0 110 0
Through Vol 28 0 25
RT Vol 0 33 0
Lane Flow Rate 29 149 26
Geometry Grp 1 1 1
Degree of Util (X) 0.034 0.167 0.031
Departure Headway (Hd) 4.215 4.045 4.218
Convergence, Y/N Yes Yes Yes
Cap 839 885 839
Service Time 2.292 2.076 2.294
HCM Lane V/C Ratio 0.035 0.168 0.031
HCM Control Delay, s/veh 7.4 7.9 7.4
HCM Lane LOS A A A
HCM 95th-tile Q 0.1 0.6 0.1
10/28/2025
D2

Lanes, Volumes, Timings
1: Santa Fe Ave & Vista Village Dr 06/17/2025
Alt 1 PM Downtown Vista Parking Circulation 9:10 pm 06/17/2025 Alternative 1 PM Synchro 12 Report Rick Engineering Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 650 953 188 50 765 64 121 382 58 70 353 341 Future Volume (vph) 650 953 188 50 765 64 121 382 58 70 353 341 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 170 140 167 0 110 125 260 270
Storage Lanes 1 1 1 0 0 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 1.00 0.91 0.91 0.97 0.95 0.95 0.97 0.95 1.00 Frt 0.850 0.988 0.980 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 3433 3539 1583 1770 5024 0 3433 3468 0 3433 3539 1583 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3433 3539 1583 1770 5024 0 3433 3468 0 3433 3539 1583 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 161 11 14 119
Link Speed (mph) 30 30 30 30
Link Distance (ft) 272 346 318 672
Travel Time (s) 6.2 7.9 7.2 15.3
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 707 1036 204 54 832 70 132 415 63 76 384 371 Shared Lane Traffic (%)
Lane Group Flow (vph) 707 1036 204 54 902 0 132 478 0 76 384 371 Turn Type Prot NA Perm Prot NA Prot NA Prot NA pm+ov
Protected Phases 5 2 1 6 3 8 7 4 5
Permitted Phases 2 4
Total Split (s) 36.0 55.1 55.1 14.0 33.1 12.0 35.1 10.8 33.9 36.0 Total Lost Time (s) 5.3 5.3 5.3 4.9 5.3 4.6 4.9 4.9 4.9 5.3 Act Effct Green (s) 28.7 56.2 56.2 12.7 37.7 9.4 23.9 6.4 19.1 47.4 Actuated g/C Ratio 0.25 0.49 0.49 0.11 0.33 0.08 0.21 0.06 0.17 0.41 v/c Ratio 0.82 0.60 0.24 0.28 0.55 0.47 0.65 0.40 0.65 0.51 Control Delay (s/veh) 40.0 15.2 1.8 50.8 34.3 56.4 44.8 59.0 49.6 11.6 Queue Delay 13.0 0.3 0.4 0.0 0.0 0.0 0.5 0.0 0.0 0.1
Total Delay (s/veh) 53.0 15.5 2.2 50.8 34.3 56.4 45.3 59.0 49.6 11.7

LOS D B A D C E D E D B
Approach Delay (s/veh) 27.7 35.3 47.7 33.5
Approach LOS C D D C
Intersection Summary
Area Type: Other
Cycle Length: 115
Actuated Cycle Length: 115
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow, Master Intersection Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.82
Intersection Signal Delay (s/veh): 33.3 Intersection LOS: C Intersection Capacity Utilization 67.5% ICU Level of Service C Analysis Period (min) 15
10/28/2025
D2

Lanes, Volumes, Timings
1: Santa Fe Ave & Vista Village Dr 06/17/2025
Alt 1 PM Downtown Vista Parking Circulation 9:10 pm 06/17/2025 Alternative 1 PM Synchro 12 Report Rick Engineering Page 3
Lane Group Ø10 Ø12 Ø13 Ø14
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Peak Hour Factor
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases 10 12 13 14
Permitted Phases
Total Split (s) 69.1 45.9 19.8 49.3
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay (s/veh)
Queue Delay
Total Delay (s/veh)
LOS
Approach Delay (s/veh)
Approach LOS
Intersection Summary
10/28/2025
D2

HCM 7th TWSC
2: Indiana Ave & Vista Village Dr 06/18/2025
Alt 1 PM Downtown Vista Parking Circulation 9:10 pm 06/17/2025 Alternative 1 PM Synchro 12 Report Rick Engineering Page 2
Intersection
Int Delay, s/veh 0.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 6 1046 29 8 868 12 0 0 20 1 0 11
Future Vol, veh/h 6 1046 29 8 868 12 0 0 20 1 0 11
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 35 - - 115 - - - - 0 - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 7 1137 32 9 943 13 0 0 22 1 0 12
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 957 0 0 1168 0 0 - - 584 1549 2149 478 Stage 1 - - - - - - - - - 967 967 -
Stage 2 - - - - - - - - - 582 1182 -
Critical Hdwy 4.14 - - 4.14 - - - - 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - - - - 6.54 5.54 -
Critical Hdwy Stg 2 - - - - - - - - - 6.54 5.54 -
Follow-up Hdwy 2.22 - - 2.22 - - - - 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 715 - - 594 - - 0 0 455 77 48 533
Stage 1 - - - - - - 0 0 - 273 331 -
Stage 2 - - - - - - 0 0 - 466 262 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 715 - - 594 - - - - 455 72 47 533
Mov Cap-2 Maneuver - - - - - - - - - 72 47 -
Stage 1 - - - - - - - - - 269 326 -
Stage 2 - - - - - - - - - 440 259 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0.06 0.1 13.31 15.76

HCM LOS B C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 455 715 - - 594 - - 348
HCM Lane V/C Ratio 0.048 0.009 - - 0.015 - - 0.038
HCM Ctrl Dly (s/v) 13.3 10.1 - - 11.2 - - 15.8
HCM Lane LOS B B - - B - - C
HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0.1
10/28/2025
D2

HCM 7th TWSC
3: Michigan Ave/Michigan Avenue & Vista Village Dr 06/18/2025 Alt 1 PM Downtown Vista Parking Circulation 9:10 pm 06/17/2025 Alternative 1 PM Synchro 12 Report Rick Engineering Page 3
Intersection
Int Delay, s/veh 0.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 14 989 64 7 875 6 7 0 16 1 0 6
Future Vol, veh/h 14 989 64 7 875 6 7 0 16 1 0 6
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 115 - - 105 - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 15 1075 70 8 951 7 8 0 17 1 0 7
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 958 0 0 1145 0 0 1631 2113 572 1538 2145 479 Stage 1 - - - - - - 1140 1140 - 970 970 -
Stage 2 - - - - - - 491 973 - 568 1175 -
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 714 - - 606 - - 67 50 463 79 48 533
Stage 1 - - - - - - 214 274 - 272 330 -
Stage 2 - - - - - - 528 329 - 475 264 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 714 - - 606 - - 64 49 463 73 46 533
Mov Cap-2 Maneuver - - - - - - 64 49 - 73 46 -
Stage 1 - - - - - - 209 268 - 269 326 -
Stage 2 - - - - - - 515 324 - 447 258 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0.13 0.09 31.6 18.15

HCM LOS D C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 160 714 - - 606 - - 281
HCM Lane V/C Ratio 0.156 0.021 - - 0.013 - - 0.027
HCM Ctrl Dly (s/v) 31.6 10.2 - - 11 - - 18.1
HCM Lane LOS D B - - B - - C
HCM 95th %tile Q(veh) 0.5 0.1 - - 0 - - 0.1
10/28/2025
D2

HCM 7th Signalized Intersection Summary
4: Citrus Ave & Vista Village Dr 06/18/2025
Alt 1 PM Downtown Vista Parking Circulation 9:10 pm 06/17/2025 Alternative 1 PM Synchro 12 Report Rick Engineering Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 51 895 60 0 779 82 61 22 32 42 16 49 Future Volume (veh/h) 51 895 60 0 779 82 61 22 32 42 16 49 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 55 973 65 0 847 89 66 24 35 46 17 53 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 2 2 2 2
Cap, veh/h 71 2588 173 0 2225 234 170 53 222 87 41 68
Arrive On Green 0.04 0.77 0.77 0.00 0.69 0.69 0.14 0.14 0.14 0.14 0.14 0.14 Sat Flow, veh/h 1781 3381 226 0 3338 341 791 379 1585 285 293 486 Grp Volume(v), veh/h 55 511 527 0 464 472 90 0 35 116 0 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1830 0 1777 1809 1170 0 1585 1064 0 0 Q Serve(g_s), s 3.2 10.0 10.1 0.0 11.8 11.8 0.0 0.0 2.1 4.5 0.0 0.0 Cycle Q Clear(g_c), s 3.2 10.0 10.1 0.0 11.8 11.8 7.8 0.0 2.1 12.3 0.0 0.0 Prop In Lane 1.00 0.12 0.00 0.19 0.73 1.00 0.40 0.46
Lane Grp Cap(c), veh/h 71 1360 1400 0 1219 1241 223 0 222 197 0 0 V/C Ratio(X) 0.77 0.38 0.38 0.00 0.38 0.38 0.40 0.00 0.16 0.59 0.00 0.00 Avail Cap(c_a), veh/h 181 1360 1400 0 1219 1241 461 0 484 447 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 0.93 0.93 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 50.4 4.1 4.1 0.0 7.1 7.1 42.3 0.0 40.1 44.7 0.0 0.0 Incr Delay (d2), s/veh 16.1 0.8 0.8 0.0 0.8 0.8 1.2 0.0 0.3 2.8 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 3.2 3.3 0.0 4.3 4.4 2.3 0.0 0.8 3.1 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 66.5 4.9 4.9 0.0 7.9 7.9 43.5 0.0 40.4 47.5 0.0 0.0 LnGrp LOS E A A A A D D D
Approach Vol, veh/h 1093 936 125 116
Approach Delay, s/veh 8.0 7.9 42.6 47.5
Approach LOS A A D D
Timer - Assigned Phs 2 4 5 6 8
Phs Duration (G+Y+Rc), s 86.5 19.5 8.4 78.1 19.5
Change Period (Y+Rc), s 5.4 4.6 4.2 5.4 4.6
Max Green Setting (Gmax), s 63.6 32.4 10.8 48.6 32.4
Max Q Clear Time (g_c+I1), s 12.1 14.3 5.2 13.8 9.8
Green Ext Time (p_c), s 8.8 0.5 0.0 7.2 0.5
Intersection Summary
HCM 7th Control Delay, s/veh 11.9
HCM 7th LOS B
10/28/2025
D2

HCM 7th Signalized Intersection Summary
5: Palm Dr & Vista Village Dr 06/18/2025
Alt 1 PM Downtown Vista Parking Circulation 9:10 pm 06/17/2025 Alternative 1 PM Synchro 12 Report Rick Engineering Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 36 920 3 63 838 19 1 6 174 14 3 22 Future Volume (veh/h) 36 920 3 63 838 19 1 6 174 14 3 22 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 39 1000 3 68 911 21 1 7 189 15 3 24 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 57 2183 7 88 2193 51 32 227 221 20 4 32
Arrive On Green 0.06 1.00 1.00 0.05 0.62 0.62 0.14 0.14 0.14 0.03 0.03 0.03 Sat Flow, veh/h 1781 3634 11 1781 3551 82 232 1626 1585 596 119 954 Grp Volume(v), veh/h 39 489 514 68 456 476 8 0 189 42 0 0 Grp Sat Flow(s),veh/h/ln1781 1777 1868 1781 1777 1856 1859 0 1585 1669 0 0 Q Serve(g_s), s 2.3 0.0 0.0 4.0 14.0 14.0 0.4 0.0 12.4 2.6 0.0 0.0 Cycle Q Clear(g_c), s 2.3 0.0 0.0 4.0 14.0 14.0 0.4 0.0 12.4 2.6 0.0 0.0 Prop In Lane 1.00 0.01 1.00 0.04 0.12 1.00 0.36 0.57
Lane Grp Cap(c), veh/h 57 1067 1122 88 1097 1146 259 0 221 56 0 0 V/C Ratio(X) 0.68 0.46 0.46 0.78 0.42 0.42 0.03 0.00 0.86 0.75 0.00 0.00 Avail Cap(c_a), veh/h 114 1067 1122 165 1097 1146 445 0 380 101 0 0 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.94 0.94 0.94 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 49.1 0.0 0.0 49.8 10.4 10.4 39.4 0.0 44.6 50.8 0.0 0.0 Incr Delay (d2), s/veh 12.4 1.3 1.3 13.5 0.3 0.2 0.0 0.0 9.2 18.1 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 0.4 0.4 2.1 5.2 5.4 0.2 0.0 5.4 1.4 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 61.5 1.3 1.3 63.3 10.7 10.7 39.5 0.0 53.8 68.9 0.0 0.0 LnGrp LOS E A A E B B D D E
Approach Vol, veh/h 1042 1000 197 42
Approach Delay, s/veh 3.6 14.2 53.2 68.9
Approach LOS A B D E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s9.4 69.1 8.1 7.6 70.9 19.4
Change Period (Y+Rc), s 4.2 5.4 4.6 4.2 5.4 4.6
Max Green Setting (Gmax), s 9.8 45.6 6.4 6.8 48.6 25.4
Max Q Clear Time (g_c+I1), s 6.0 2.0 4.6 4.3 16.0 14.4
Green Ext Time (p_c), s 0.0 8.2 0.0 0.0 7.0 0.5
Intersection Summary
HCM 7th Control Delay, s/veh 13.7
HCM 7th LOS B
10/28/2025
D2

HCM 7th Signalized Intersection Summary
6: Santa Fe Ave & Main St 06/18/2025
Alt 1 PM Downtown Vista Parking Circulation 9:10 pm 06/17/2025 Alternative 1 PM Synchro 12 Report Rick Engineering Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 93 0 161 37 76 57 62 393 0 0 521 94 Future Volume (veh/h) 93 0 161 37 76 57 62 393 0 0 521 94 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.95 1.00 1.00 1.00 0.92 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 0 1870 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 106 0 183 42 86 65 70 447 0 0 592 107 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 2 0 2 2 2 2 2 2 0 0 2 2
Cap, veh/h 0 0 0 407 427 344 122 971 0 0 1131 466
Arrive On Green 0.00 0.00 0.00 0.23 0.23 0.23 0.07 0.52 0.00 0.00 0.32 0.32 Sat Flow, veh/h 0 1781 1870 1506 1781 1870 0 0 3647 1465 Grp Volume(v), veh/h 0.0 42 86 65 70 447 0 0 592 107
Grp Sat Flow(s),veh/h/ln 1781 1870 1506 1781 1870 0 0 1777 1465 Q Serve(g_s), s 0.7 1.4 1.3 1.5 5.8 0.0 0.0 5.2 2.1
Cycle Q Clear(g_c), s 0.7 1.4 1.3 1.5 5.8 0.0 0.0 5.2 2.1 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 407 427 344 122 971 0 0 1131 466 V/C Ratio(X) 0.10 0.20 0.19 0.57 0.46 0.00 0.00 0.52 0.23 Avail Cap(c_a), veh/h 1297 1362 1097 329 1430 0 0 1673 690 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 11.7 12.0 12.0 17.4 5.8 0.0 0.0 10.7 9.6 Incr Delay (d2), s/veh 0.1 0.2 0.3 4.2 0.3 0.0 0.0 0.4 0.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.5 0.4 0.7 1.4 0.0 0.0 1.6 0.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 11.8 12.2 12.2 21.6 6.2 0.0 0.0 11.1 9.9 LnGrp LOS B B B C A B A
Approach Vol, veh/h 193 517 699
Approach Delay, s/veh 12.1 8.3 10.9
Approach LOS B A B
Timer - Assigned Phs 3 4 6 8
Phs Duration (G+Y+Rc), s 7.7 17.3 13.4 25.1
Change Period (Y+Rc), s 5.1 * 5.1 4.6 5.1
Max Green Setting (Gmax), s 7.1 * 18 28.0 29.4
Max Q Clear Time (g_c+I1), s 3.5 7.2 3.4 7.8
Green Ext Time (p_c), s 0.0 3.3 0.8 2.8
Intersection Summary
HCM 7th Control Delay, s/veh 10.1
HCM 7th LOS B
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. 10/28/2025
D2

HCM 7th AWSC
7: Hanes Pl/Indiana Ave & Main St/Mian St 06/18/2025
Alt 1 PM Downtown Vista Parking Circulation 9:10 pm 06/17/2025 Alternative 1 PM Synchro 12 Report Rick Engineering Page 7
Intersection
Intersection Delay, s/veh 7.9
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 0 31 130 25 0 0 0 0 19 29
Future Vol, veh/h 0 0 0 31 130 25 0 0 0 0 19 29
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 0 32 134 26 0 0 0 0 20 30
Number of Lanes 0 0 0 0 1 0 0 0 0 0 1 0
Approach WB SB
Opposing Approach
Opposing Lanes 0 0
Conflicting Approach Left WB
Conflicting Lanes Left 0 1
Conflicting Approach Right SB
Conflicting Lanes Right 1 0
HCM Control Delay, s/veh 8.1 7.2

HCM LOS A A
Lane WBLn1 SBLn1
Vol Left, % 17% 0%
Vol Thru, % 70% 40%
Vol Right, % 13% 60%
Sign Control Stop Stop
Traffic Vol by Lane 186 48
LT Vol 31 0
Through Vol 130 19
RT Vol 25 29
Lane Flow Rate 192 49
Geometry Grp 1 1
Degree of Util (X) 0.212 0.054
Departure Headway (Hd) 3.973 3.905
Convergence, Y/N Yes Yes
Cap 905 904
Service Time 1.993 1.987
HCM Lane V/C Ratio 0.212 0.054
HCM Control Delay, s/veh 8.1 7.2
HCM Lane LOS A A
HCM 95th-tile Q 0.8 0.2
10/28/2025
D2

HCM 7th AWSC
8: Indiana Ave & Mian St/Main St 06/18/2025
Alt 1 PM Downtown Vista Parking Circulation 9:10 pm 06/17/2025 Alternative 1 PM Synchro 12 Report Rick Engineering Page 8
Intersection
Intersection Delay, s/veh 8.2
Intersection LOS A
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 0 0 31 115 78 0
Future Vol, veh/h 0 0 31 115 78 0
Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 0 35 131 89 0
Number of Lanes 0 0 0 1 1 0
Approach WB NB
Opposing Approach
Opposing Lanes 0 0
Conflicting Approach Left NB
Conflicting Lanes Left 1 0
Conflicting Approach Right WB
Conflicting Lanes Right 0 1
HCM Control Delay, s/veh 8.2 8.1

HCM LOS A A
Lane NBLn1WBLn1
Vol Left, % 100% 21%
Vol Thru, % 0% 79%
Vol Right, % 0% 0%
Sign Control Stop Stop
Traffic Vol by Lane 78 146
LT Vol 78 31
Through Vol 0 115
RT Vol 0 0
Lane Flow Rate 89 166
Geometry Grp 1 1
Degree of Util (X) 0.109 0.19
Departure Headway (Hd) 4.424 4.132
Convergence, Y/N Yes Yes
Cap 799 861
Service Time 2.508 2.191
HCM Lane V/C Ratio 0.111 0.193
HCM Control Delay, s/veh 8.1 8.2
HCM Lane LOS A A
HCM 95th-tile Q 0.4 0.7
10/28/2025
D2

HCM 7th TWSC
9: Main St & Michigan Ave 06/18/2025
Alt 1 PM Downtown Vista Parking Circulation 9:10 pm 06/17/2025 Alternative 1 PM Synchro 12 Report Rick Engineering Page 9
Intersection
Int Delay, s/veh 3
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 0 101 36 0 54
Future Vol, veh/h 0 0 101 36 0 54
Conflicting Peds, #/hr 105 0 0 105 48 14
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - 0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 0 110 39 0 59
Major/Minor Major2 Minor2
Conflicting Flow All - 0 - 248
Stage 1 - - - -
Stage 2 - - - -
Critical Hdwy - - - 6.22
Critical Hdwy Stg 1 - - - -
Critical Hdwy Stg 2 - - - -
Follow-up Hdwy - - - 3.318
Pot Cap-1 Maneuver - - 0 790
Stage 1 - - 0 -
Stage 2 - - 0 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - 711
Mov Cap-2 Maneuver - - - -
Stage 1 - - - -
Stage 2 - - - -
Approach WB SB
HCM Ctrl Dly, s/v 0 10.52

HCM LOS B
Minor Lane/Major Mvmt WBT WBR SBLn1
Capacity (veh/h) - - 711
HCM Lane V/C Ratio - - 0.083
HCM Ctrl Dly (s/v) - - 10.5
HCM Lane LOS - - B
HCM 95th %tile Q(veh) - - 0.3
10/28/2025
D2

HCM 7th AWSC
10: Citrus Ave & Main St 06/18/2025
Alt 1 PM Downtown Vista Parking Circulation 9:10 pm 06/17/2025 Alternative 1 PM Synchro 12 Report Rick Engineering Page 10
Intersection
Intersection Delay, s/veh 8.6
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 0 11 51 5 27 100 175 1 29 44
Future Vol, veh/h 0 0 0 11 51 5 27 100 175 1 29 44
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 0 12 55 5 29 109 190 1 32 48
Number of Lanes 0 0 0 0 1 0 0 1 0 0 1 0
Approach WB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left NB WB
Conflicting Lanes Left 1 0 1
Conflicting Approach Right SB WB
Conflicting Lanes Right 1 1 0
HCM Control Delay, s/veh 8.3 8.9 7.5

HCM LOS A A A
Lane NBLn1 WBLn1 SBLn1
Vol Left, % 9% 16% 1%
Vol Thru, % 33% 76% 39%
Vol Right, % 58% 7% 59%
Sign Control Stop Stop Stop
Traffic Vol by Lane 302 67 74
LT Vol 27 11 1
Through Vol 100 51 29
RT Vol 175 5 44
Lane Flow Rate 328 73 80
Geometry Grp 1 1 1
Degree of Util (X) 0.346 0.096 0.091
Departure Headway (Hd) 3.793 4.749 4.064
Convergence, Y/N Yes Yes Yes
Cap 936 758 886
Service Time 1.872 2.754 2.07
HCM Lane V/C Ratio 0.35 0.096 0.09
HCM Control Delay, s/veh 8.9 8.3 7.5
HCM Lane LOS A A A
HCM 95th-tile Q 1.6 0.3 0.3
10/28/2025
D2

HCM 7th AWSC
12: Indiana Ave & Broadway 06/18/2025
Alt 1 PM Downtown Vista Parking Circulation 9:10 pm 06/17/2025 Alternative 1 PM Synchro 12 Report Rick Engineering Page 11
Intersection
Intersection Delay, s/veh 8.4
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 50 156 14 0 0 0 0 32 37 40 29 0
Future Vol, veh/h 50 156 14 0 0 0 0 32 37 40 29 0
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 52 163 15 0 0 0 0 33 39 42 30 0
Number of Lanes 0 1 0 0 0 0 0 1 0 0 1 0
Approach EB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left SB EB
Conflicting Lanes Left 1 1 0
Conflicting Approach Right NB EB
Conflicting Lanes Right 1 0 1
HCM Control Delay, s/veh8.8 7.6 8.1

HCM LOS A A A
Lane NBLn1 EBLn1 SBLn1
Vol Left, % 0% 23% 58%
Vol Thru, % 46% 71% 42%
Vol Right, % 54% 6% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 69 220 69
LT Vol 0 50 40
Through Vol 32 156 29
RT Vol 37 14 0
Lane Flow Rate 72 229 72
Geometry Grp 1 1 1
Degree of Util (X) 0.084 0.267 0.093
Departure Headway (Hd) 4.222 4.189 4.654
Convergence, Y/N Yes Yes Yes
Cap 853 843 774
Service Time 2.225 2.282 2.657
HCM Lane V/C Ratio 0.084 0.272 0.093
HCM Control Delay, s/veh 7.6 8.8 8.1
HCM Lane LOS A A A
HCM 95th-tile Q 0.3 1.1 0.3
10/28/2025
D2

HCM 7th AWSC
13: Citrus Ave & Broadway 06/18/2025
Alt 1 PM Downtown Vista Parking Circulation 9:10 pm 06/17/2025 Alternative 1 PM Synchro 12 Report Rick Engineering Page 12
Intersection
Intersection Delay, s/veh 8.9
Intersection LOS A
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 202 29 0 75 60 0
Future Vol, veh/h 202 29 0 75 60 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 220 32 0 82 65 0
Number of Lanes 1 0 0 1 1 0
Approach EB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left SB EB
Conflicting Lanes Left 1 1 0
Conflicting Approach Right NB EB
Conflicting Lanes Right 1 0 1
HCM Control Delay, s/veh9.3 8.2 8.1

HCM LOS A A A
Lane NBLn1 EBLn1 SBLn1
Vol Left, % 0% 87% 0%
Vol Thru, % 100% 0% 100%
Vol Right, % 0% 13% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 75 231 60
LT Vol 0 202 0
Through Vol 75 0 60
RT Vol 0 29 0
Lane Flow Rate 82 251 65
Geometry Grp 1 1 1
Degree of Util (X) 0.104 0.307 0.084
Departure Headway (Hd) 4.601 4.395 4.62
Convergence, Y/N Yes Yes Yes
Cap 780 824 777
Service Time 2.621 2.395 2.64
HCM Lane V/C Ratio 0.105 0.305 0.084
HCM Control Delay, s/veh 8.2 9.3 8.1
HCM Lane LOS A A A
HCM 95th-tile Q 0.3 1.3 0.3
10/28/2025
D2

Lanes, Volumes, Timings
1: Santa Fe Ave & Vista Village Dr 06/17/2025
Alt 2 AM Downtown Vista Parking Circulation 7:22 am 06/18/2025 Alternative 2 AM Synchro 12 Report Rick Engineering Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 352 670 141 35 974 45 102 257 11 130 509 461 Future Volume (vph) 352 670 141 35 974 45 102 257 11 130 509 461 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 170 140 167 0 110 125 260 270
Storage Lanes 1 1 1 0 1 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 1.00 0.91 0.91 0.97 0.95 0.95 0.97 0.95 1.00 Frt 0.850 0.993 0.994 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 3433 3539 1583 1770 5050 0 3433 3518 0 3433 3539 1583 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3433 3539 1583 1770 5050 0 3433 3518 0 3433 3539 1583 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 195 7 5 144
Link Speed (mph) 30 30 30 30
Link Distance (ft) 264 346 318 685
Travel Time (s) 6.0 7.9 7.2 15.6
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 383 728 153 38 1059 49 111 279 12 141 553 501 Shared Lane Traffic (%)
Lane Group Flow (vph) 383 728 153 38 1108 0 111 291 0 141 553 501 Turn Type Prot NA Perm Prot NA Prot NA Prot NA pm+ov
Protected Phases 5 2 1 6 3 8 7 4 5
Permitted Phases 2 4
Total Split (s) 16.8 38.3 38.3 11.2 32.7 11.6 32.3 13.2 33.9 16.8 Total Lost Time (s) 5.3 5.3 5.3 4.9 5.3 4.6 4.9 4.9 4.9 5.3 Act Effct Green (s) 14.9 42.9 42.9 8.5 31.8 7.8 20.0 8.0 22.7 38.3 Actuated g/C Ratio 0.16 0.45 0.45 0.09 0.33 0.08 0.21 0.08 0.24 0.40 v/c Ratio 0.71 0.46 0.19 0.24 0.65 0.39 0.39 0.49 0.65 0.69 Control Delay (s/veh) 44.6 14.5 1.0 44.0 30.2 45.6 32.0 47.6 36.3 15.5 Queue Delay 0.0 0.2 0.1 0.0 0.2 0.0 0.0 0.0 0.0 0.5
Total Delay (s/veh) 44.6 14.6 1.1 44.0 30.4 45.6 32.0 47.6 36.3 16.0