cc 2025 AR 06/24 citywide sidewalk prioritization plan — Vista City Council, June 24, 2025

ACTION:
____________________________

Clerk/Secretary
Department: Engineering Item No: D3
Prepared by:

Husam Hasenin, Traffic Engineering
Division Manager
Darra Woods, Principal Transportation
Mobility Planner Meeting Date: June 24, 2025
Approved by:

Greg Mayer, Engineering Director
John Conley, City Manager Agenda Location: Discussion
S
UBJECT: CITYWIDE SIDEWALK PRIORITIZATION PLAN
RECOMMENDATION: Review and approve the Citywide Sidewalk Prioritization Plan.

CORRELATION TO CITY COUNCIL GOALS: Traffic: Continue to enhance mobility safety, improve the flow of traffic for all forms of travel, reduce congestion, and improve our roads and sidewalks.

PRIOR ACTION: On February 13, 2024, directed staff to prepare a Pedestrian Projects Priority List including Plymouth Drive, Sunset Drive, N. Santa Fe Avenue, currently funded projects, and suggestions from staff for discussion at a Workshop meeting; and to apply for a grant to support Plymouth Drive sidewalks (Vote 4-1, Green opposed).

STATEMENT ON THE SUBJECT: In accordance with City Council direction, staff prepared a citywide sidewalk prioritization plan with the assistance of a professional engineering firm. The plan identified the areas of missing sidewalk throughout the City and ranked new sidewalk installation projects. The plan utilized data from previous City planning efforts , which inventoried the areas of the city that had missing sidewalk. This data was reviewed for accuracy to account for any recent improvement projects and was mapped to highlight the areas of missing sidewalk so that project areas could be identified and grouped by common geography.

In
total, 121 project areas were identified and subsequently ranked using the following criteria based on an assigned point system. The criteria was selected based on consistency with the City’s long range mobility planning and traffic safety objectives through efforts such as the General Plan Update, Comprehensive Safety Action Plan and the Safe Routes to School Master Plan.
• Vista General Plan Update Active Transportation Trip Attractor propensity • Vista General Plan Update Active Transportation Trip Generator propensity • Vista General Plan Update planned roadway classifications • Vista General Plan Update 2030 land uses
• Vista Comprehensive Safety Action Plan (CSAP) High Injury Network locations • Pedestrian-involved collisions at midblock locations along project areas • Vista CSAP Equity need areas
• Vista Safe Routes to School (SRTS) Master Plan improvement project areas AGENDA
REPORT

CITY COUNCIL

COMMUNITY DEVELOPMENT COMMISSION

SUCCESSOR AGENCY

BUENA SANITATION DISTRICT

JOINT POWERS FINANCING AUTHORITY
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MEETING DATE: June 24, 2025 PAGE 2
SUBJECT: CITYWIDE SIDEWALK PRIORITIZATION PLAN
The pr
ioritization scores of all sidewalk projects in the City are detailed in Exhibit 1.

A
s part of the scope of work in this planning effort , the consultant was tasked with developing detailed engineering estimates for t en high priority projects to facilitate the process of implementing these as future Capital Improvement Program (CIP) projects and for pursuing possible grant funding opportunities. When the projects were ranked, staff found that some of the top ten ranked projects already had cost estimates prepared through previous planning efforts such as Vista’s CSAP or are adjacent to potential redevelopment properties.

These projects were substituted for other lower ranked projects for developing detailed cost estimates. The following are the top-ranking projects which include the ten cost-estimated projects. The full project report is included as Exhibit 2.

1. W
. Los Angeles Drive / North Drive / Townsite Drive

2. W. California Avenue / W. Los Angeles Drive

3. E. Vista Way (E. Bobier Drive / Foothill to Oak Drive)

4. W
. Bobier Drive (Western boundary to Marabou Lane)

5. Eucalyptus Avenue / Oceanview Drive / Park Avenue

6. Olive Avenue (Emerald Drive to Goetting Way)

7. W. Vista Way (Thunder Drive to SR-78 WB Ramp)

8. The Circle / Indiana Avenue / Michigan Avenue / E. Orange Street / Washington Street

9. Emerald Drive (Olive Avenue to Southern boundary)

10. Hacienda Drive (Pomelo Drive to La Tortuga Drive)

11. Hanes Place (Main Street to Broadway)

12. North Avenue (Western boundary to Melrose Drive)

13. Plymouth Drive (Olive Avenue to Vista Village Drive)

14. N. Santa Fe Avenue (Osborne Street to Bobier Drive)

15. E. Vista Way (Northern boundary to Taylor Street)

16. Alestar Street / Eucalyptus Avenue / Traci Lane
U
pon City Council approval of this plan, City staff can move forward with new sidewalk installation projects and pursue grant funding opportunities according to the sidewalk prioritization results.

F
ISCAL IMPACT: There is no direct fiscal impact associated with the approval of the Citywide Sidewalk Prioritization Plan.

E
XHIBITS:

1. Detailed Project Score Matrix

2. Citywide Sidewalk Prioritization Plan
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Prioritization Ranking of Sidewalk Infill Projects (with all Criteria) Rank
Street Name
Project Mileage
Attractor Score
Generator Score
Equity Need
Pedestrian Collisions
Road Classifications
SRTS Project
High Injury Network
Location
Land Uses
Total Unadjusted
Missing Sides
Point Deduction
Adjusted Score
1 W. Los Angeles Dr / North Dr / Townsite Dr 0.2 4 3 1 1 3 3 3 2 20 1 0 20 2 W. California Ave / W. Los Angeles Dr 0.3 3 5 2 0 2 3 0 2 17 2 0 17 3 E. Vista Wy (E. Bobier / Foothill to Oak) 0.2 3 4 1 0 3 0 3 3 17 1 0 17 4 W. Bobier Dr (western boundary to Marabou Ln) 0.1 3 3 1 0 3 0 3 3 16 1 0 16 5 Eucalyptus Ave / Oceanview Dr / Park Ave 0.8 5 5 2 0 2 0 0 3 17 1 1 16 6 Olive Ave (Emerald to Goetting) 1.1 4 2 2 0 2 3 3 1 17 1 1 16 7 W. Vista Wy (Thunder to SR-78 WB ramp) 1.4 3 2 1 1 3 0 3 3 16 2 0 16 8 The Circle / Indiana Ave / Michigan Ave / E. Orange St / Washington St 0.7 5 5 2 0 0 0 0 3 15 2 0 15 9 Emerald Dr (Olive to southern boundary) 0.8 2 1 1 0 3 3 3 2 15 1 0 15 10 Hacienda Dr (Pomelo to La Tortuga) 0.3 1 3 2 0 3 0 3 3 15 1 0 15 11 Hanes Pl (Main to Broadway) 0.1 5 5 2 0 0 0 0 3 15 2 0 15 12 North Ave (western boundary to Melrose) 0.2 4 3 0 0 2 3 3 1 16 1 1 15 13 Plymouth Dr (Olive to Vista Village) 0.7 4 4 2 0 0 3 0 2 15 2 0 15 14 N. Santa Fe Ave (Osborne to Bobier) 0.9 3 2 1 0 3 0 3 3 15 1 0 15 15 E. Vista Wy (northern boundary to Taylor) 1.1 2 0 1 3 3 0 3 3 15 2 0 15 16 Alestar St / Eucalyptus Ave / Traci Ln 1.5 3 2 1 1 2 3 0 2 14 2 0 14 17 Cam Corto / Cam Patricia / Goetting Wy / Knoll Rd 1.2 5 4 2 0 0 0 0 3 14 2 0 14 18 Date St / Grapevine Rd 0.2 3 3 1 0 2 3 0 3 15 1 1 14 19 Orange St / Redlands St 0.1 5 5 3 0 0 0 0 3 16 1 2 14 20 Vale Terrace Dr (Vista Village to Foothill) 2.7 1 1 0 0 3 3 3 3 14 2 0 14 21 Ave Benito Juarez (Los Angeles to California) 0.2 5 5 3 0 0 0 0 2 15 1 2 13 22 Civic Center Dr (Crest View to Phillips) 0.2 3 1 0 0 3 0 3 3 13 1 0 13 23 Foothill Dr (Delpy View to Elm) 0.4 3 1 0 0 2 3 3 2 14 1 1 13 24 Mercantile St / Natal Wy / Pala Vista Dr / Rincon St 1.1 3 5 2 0 0 0 0 3 13 2 0 13 25 Morningside Dr / Oceanview Dr / Crest Dr / Terrace Dr 2.7 4 5 2 2 0 0 0 0 13 2 0 13 26 Sycamore Ave (Green Oak to Business Park) 0.8 1 3 2 0 3 0 3 1 13 1 0 13 27 Alvarado Terrace / Hillside Terrace / Palm Dr 1.5 4 3 2 0 0 0 0 3 12 2 0 12 28 Eaton Wy (east of N. Santa Fe) 0.2 5 5 2 0 0 0 0 0 12 2 0 12 29 Lemon Ave / Nevada Ave 0.5 5 3 2 0 0 0 0 2 12 1 0 12 30 Linda Vista Dr / Poinsettia Ave 2.3 1 3 2 0 2 0 3 1 12 2 0 12 31 Ave de Benito Juarez / Ave de la Plaza / Connecticut Ave / Calle Independencia 0.4 5 3 3 0 0 0 0 2 13 1 2 11 32 East Dr (North to N. Santa Fe) 0.4 3 4 1 0 0 0 0 3 11 2 0 11 33 Lado De Loma Dr / Eddie Dr / Peters Dr 0.5 3 3 1 0 2 0 0 2 11 2 0 11 06/24/2025
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EXHIBIT 1
Rank
Street Name
Project Mileage
Attractor Score
Generator Score
Equity Need
Pedestrian Collisions
Road Classifications
SRTS Project
High Injury Network
Location
Land Uses
Total Unadjusted
Missing Sides
Point Deduction
Adjusted Score
34 La Tortuga Dr (Hacienda to Breeze Hill) 0.2 3 5 2 0 0 0 0 3 13 1 2 11 35 Primrose Ave / Robellini Dr 0.3 1 3 1 0 0 0 3 3 11 2 0 11 36 California Ave / Citrus Ave / Indian Rock Rd 0.8 5 3 2 0 0 0 0 2 12 1 2 10 37 Cedar Rd (Westwood to W. Vista Wy) 0.3 4 4 2 0 0 0 0 2 12 1 2 10 38 Crescent Dr-Ln / Avalon Dr / Torole Cir 0.7 4 2 1 0 0 3 0 0 10 2 0 10 39 Melrose Wy / McGavrin Dr / Centennial Dr 0.9 3 1 1 0 2 3 0 0 10 2 0 10 40 Monte Vista Dr (S. Santa Fe to Valley) 1.3 2 2 1 0 2 3 0 0 10 2 0 10 41 Acateno Ave / Canaea St / Indian Rock Rd / Rhea Pl / Valerie Dr 1.4 3 2 2 0 0 0 0 2 9 2 0 9 42 Angeles Vista Dr / Kiva Ln / Knapp Dr / Manor Dr / Manton Wy 1.4 3 2 1 0 0 0 0 3 9 2 0 9 43 Cabrillo Cir / Newport Dr / Newport Terrace 0.7 3 3 1 0 0 0 0 2 9 2 0 9 44 Cocopah St / Ocotillo Dr / Spires St / Tatum St 0.5 3 3 3 0 0 0 0 0 9 2 0 9 45 Date St / Nettleton Rd 0.3 3 2 2 0 0 0 0 2 9 2 0 9
46 East Dr (N. Santa Fe to Citrus) 0.1 4 2 2 0 0 0 0 3 11 1 2 9 47 La Mirada Dr / Ash St / Fortune Wy 1.3 1 3 2 0 2 0 0 1 9 2 0 9 48 N. Santa Fe (northern boundary to Osborne) 0.5 1 2 2 0 2 0 0 3 10 1 1 9 49 Anns Wy / Copper Ave / Copper Dr / Iron Dr 0.9 2 2 1 0 0 0 0 3 8 2 0 8 50 Anza Ave (Ishihara to Nob) 0.3 2 1 2 3 0 0 0 2 10 1 2 8 51 Arcadia Ave / Laguna Dr / E. Taylor St 0.6 3 2 2 0 0 0 0 3 10 1 2 8 52 Avalon Dr / Orange Grove Ave 0.9 4 3 1 0 0 0 0 0 8 2 0 8 53 Blackbird Dr / Bobolink Dr / Indian Rock Rd / Marabou Ln / Moa Dr / Ricebird Dr / Toucan Dr / Starling Dr / Waxwing Dr

1.8 3 4 1 0 0 0 0 0 8 2 0 8
54 Business Park Dr (Sycamore to Lionshead) / Joshua Wy 1.2 1 3 2 0 2 0 0 1 9 1 1 8 55 Foothill Dr (Elm to Vale Terrace) 1.7 1 0 1 0 0 3 3 0 8 2 0 8 56 Gannet Dr / Indian Rock Rd / Kelleen Dr / Teelin Ave / Woodrail Dr 1.4 3 4 1 0 0 0 0 0 8 2 0 8 57 Maryland Dr-Ct / Marigold Dr / Loma Alta Ter / Dana Dr / Rose Dr (east of Maryland) 0.7 4 2 1 0 0 3 0 0 10 1 2 8 58 Monte Vista Dr (Valley to eastern boundary) 0.1 2 1 1 0 2 0 0 3 9 1 1 8 59 Oak Ridge Wy / Park Center Dr 1.7 1 3 1 0 2 0 0 1 8 2 0 8 60 Plumosa Ave (near Sycamore Ave) 0.1 2 3 2 0 0 0 0 3 10 1 2 8 61 Swallow Dr / Penguin Cir / Partridge Cir 0.4 3 4 1 0 0 0 0 0 8 2 0 8 62 Activity Dr / Decision St / Specialty Dr 1.5 1 3 2 0 0 0 0 1 7 2 0 7 63 Anza Ave (Bobier to E. Vista Wy) 0.7 2 2 1 0 0 0 0 2 7 2 0 7 64 Bandini Pl / Lado De Loma Dr / Rancho Vista Rd 2.1 2 2 1 0 0 0 0 2 7 2 0 7 65 Birch St / Cades Wy / Coral St / Dogwood Wy / Grand Ave 2.3 1 3 2 0 0 0 0 1 7 2 0 7 66 Cypress Dr (S. Santa Fe to Monte Vista) 0.8 2 3 2 0 0 0 0 0 7 2 0 7 06/24/2025
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Rank
Street Name
Project Mileage
Attractor Score
Generator Score
Equity Need
Pedestrian Collisions
Road Classifications
SRTS Project
High Injury Network
Location
Land Uses
Total Unadjusted
Missing Sides
Point Deduction
Adjusted Score
67 Hibiscus Ave / Plumosa Ave / Watson Wy 0.5 1 1 1 0 2 0 0 3 8 1 1 7 68 Keystone Wy / Liberty Wy / Scott St 1.3 1 3 2 0 0 0 0 1 7 2 0 7 69 Thibodo Rd / Edna Wy / Watson Wy 0.8 1 1 0 0 2 0 0 3 7 2 0 7 70 Alta Vista Dr / Beaumont Dr / Coventry Rd / Gerard Wy / Hilway Dr / Lexington Dr / Lynmar Ln / Tiger Tail Rd-Ln

4.6 2 1 0 0 0 3 0 0 6 2 0 6
71 Business Park Dr / Distribution Wy / Engineer St / La Mirada Dr 1.0 1 3 1 0 0 0 0 1 6 2 0 6 72 Cielita Linda Rd / Highland Dr / Judiya Dr / Rose Dr 1.8 3 2 1 0 0 0 0 0 6 2 0 6 73 Cocapah St / Onley Dr / Spires St / Tatum St 0.8 3 2 1 0 0 0 0 0 6 2 0 6 74 Commerce Wy / Pioneer Ave / Progress St 2.0 0 3 2 0 0 0 0 1 6 2 0 6 75 Durant St / Hill Dr / Palmbark St / Tylee St 1.7 2 1 1 0 0 0 0 2 6 2 0 6 76 Foothill Dr (San Clemente to Foothill Ranch Ln) 0.3 1 1 1 0 0 3 0 0 6 2 0 6 77 Rudd Rd / Sunrise Dr / Valley Dr 1.7 1 1 1 0 0 0 0 3 6 2 0 6 78 S. Melrose Dr (Branding Iron to Sunset) 0.2 2 1 0 0 3 0 0 0 6 1 0 6 79 Bonair Rd / Independence Wy (north off Monte Mar) / Monte Mar Rd (Bonair to Warmlands)

1.5 2 1 2 0 0 0 0 2 7 1 2 5
80 Crest View Rd / Hacienda Dr 0.9 2 0 0 0 0 0 0 3 5 2 0 5 81 Guajome Lake Rd / Osborne St 0.6 1 0 1 0 0 0 0 3 5 2 0 5 82 Old Taylor St (Taylor to E. Vista Wy) / Taylor St (Golden Hill to E. Vista Wy) 1.4 1 1 1 0 0 0 0 2 5 2 0 5 83 Vista Grande Dr (Warmlands to eastern boundary) 0.6 1 0 1 0 0 0 0 3 5 2 0 5 84 Warmlands Ave (E. Vista Wy to Vista Grande Terrace) 0.9 1 0 1 0 0 0 0 3 5 2 0 5 85 Alta Vista Dr / Alta Vista Terrace 1.9 2 1 1 0 0 0 0 0 4 2 0 4 86 Alta Vista Dr / Heather Dr 1.9 2 2 0 0 0 0 0 0 4 2 0 4 87 Beverly Dr / Elm Dr / Independence Wy 1.9 2 0 2 0 0 0 0 0 4 2 0 4 88 Crestview Rd / Prospect Pl 1.1 1 0 0 0 0 0 0 3 4 2 0 4 89 Cypress Dr (Eucalyptus to Monte Vista) 0.9 2 1 1 0 0 0 0 0 4 2 0 4 90 Pala Vista Dr / Phillips St / Tower Dr 3.5 1 0 0 0 0 0 0 3 4 2 0 4 91 Ravine Rd (Emerald to Ruby) 0.1 1 2 0 0 0 3 0 0 6 1 2 4 92 Amador Ave / Colusa Wy / Hackamore Rd / Nash Ln / Yacon St 2.1 1 1 1 0 0 0 0 0 3 2 0 3 93 Bluegrass Rd / Bonita Dr / Burke Rd / Caren Rd / Galaxy Dr / Planet Rd / Pluto Rd 2.0 2 1 0 0 0 0 0 0 3 2 0 3 94 Bonita Dr / Cielita Linda Dr 0.3 2 2 1 0 0 0 0 0 5 1 2 3 95 Branding Iron Cir-Dr 0.4 2 0 0 0 2 0 0 0 4 1 1 3
96 Glenmere Rd / Meadowlake Dr / Oak Dr 1.4 2 1 0 0 0 0 0 0 3 2 0 3 97 Hacienda Dr (Matagual to Vale View) 0.2 2 0 0 0 0 0 3 0 5 1 2 3 98 Hampton Ct / Las Palmas Dr / Matagual Dr / Vale View Dr 3.2 2 1 0 0 0 0 0 0 3 2 0 3 06/24/2025
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Rank
Street Name
Project Mileage
Attractor Score
Generator Score
Equity Need
Pedestrian Collisions
Road Classifications
SRTS Project
High Injury Network
Location
Land Uses
Total Unadjusted
Missing Sides
Point Deduction
Adjusted Score
99 Phillps St (Mar Vista to Meriwood) 0.2 2 0 0 0 0 0 0 3 5 1 2 3 100 Alta Vista Dr / Vale Terrace Pl 1.4 1 1 0 0 0 0 0 0 2 2 0 2 101 Clear Crest Cir / Cortez Ave 0.3 1 1 2 0 0 0 0 0 4 1 2 2 102 Goodwin Dr (northern boundary to Ahmu) 0.2 1 0 0 0 0 0 3 0 4 1 2 2 103 Mar Vista Dr (SR-78 EB ramp to Avocado) 0.8 1 1 0 0 0 0 0 0 2 2 0 2 104 Ridge Rd (western boundary to S. Melrose) 0.6 0 0 2 0 0 0 0 0 2 2 0 2 105 York Dr / El Dorado Ct 0.5 1 1 0 0 0 0 0 0 2 2 0 2
106 Alessandro Tr / Cam Loma Verde / Grandview Rd / Monte Mar Rd 1.4 0 0 1 0 0 0 0 0 1 2 0 1 107 Barsby St / Hawley Dr 0.8 1 0 0 0 0 0 0 0 1 2 0 1
108 Catalina Ave (Foothill to eastern boundary) 0.7 0 0 1 0 0 0 0 0 1 2 0 1 109 Edgehill Rd (Foothill to eastern boundary) 0.3 0 0 1 0 0 0 0 0 1 2 0 1 110 Foothill Dr / Old Foothill Dr / San Clemente Ave 1.3 0 0 1 0 0 0 0 0 1 2 0 1 111 Hedionda Ave / Sunset Dr 0.1 1 0 0 0 0 0 0 0 1 2 0 1 112 Mar Vista Dr (Buena Vista to SR-78 EB ramp) 2.2 0 0 0 1 0 0 0 0 1 2 0 1 113 Mar Vista Dr (Phillips to Bavaria) 0.2 1 0 0 0 0 0 0 0 1 2 0 1 114 Santa Clara Dr (Tylee to W. Vista Wy) 0.5 1 1 1 0 0 0 0 0 3 1 2 1 115 Vista Grande Dr / Warmlands Ave 1.0 0 0 1 0 0 0 0 0 1 2 0 1 116 Warmlands Ave (Vista Grande to Foothill) 2.3 0 0 1 0 0 0 0 0 1 2 0 1 117 Alta Mesa Dr / Beverly Dr / Mesa Verde Dr / Warmlands Ave 1.2 0 0 0 0 0 0 0 0 0 2 0 0 118 Buena Vista Dr (Sunset to S. Melrose) 0.7 0 0 0 0 0 0 0 0 0 2 0 0 119 Hilo Dr / Hilo Wy 0.5 0 0 0 0 0 0 0 0 0 2 0 0
120 Pomelo Dr / Alta Mira Ct 0.4 0 0 0 0 0 0 0 0 0 2 0 0 121 Woodland Dr / Yettford Rd 0.1 1 0 0 0 0 0 0 0 1 1 2 -1 06/24/2025
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Prepared For Prepared By
City of Vista
E
ngineering Department
200 Civic Center Drive
Vista, CA 92084
CR Associates
3900 Fifth Avenue, Suite 310
San Diego, CA 92103

VISTA CITYWIDE

SIDEWALK PRIORITY PLAN
MAY 202 5
DRAFT
Report
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EXHIBIT 2
Vista Citywide Sidewalk Priority Plan

Page i

Table of Contents

1.0 Introduction ................................................................................................................ 3 Existing Conditions ................................................................................................................... 3

2.0 Prioritization Process .................................................................................................. 5 Project Area Assembly .............................................................................................................. 5 Prioritization Criteria ................................................................................................................. 7

3.0 Prioritization Results ................................................................................................. 21

4.0 High Priority Project Cost Estimates .......................................................................... 26 Project Programming Considerations ....................................................................................... 33 Appendix A - Vista Safe Routes to School Master Plan Area Wide Improvements Appendix B - Prioritization Ranking Table by Criteria
Appendix C - Vista Comprehensive Safety Action Plan High Priority Projects Appendix D - High Priority Project Engineering Level Cost Estimates

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List of Figures
Figure 1.1 - Existing Sidewalk Gap Locations ................................................................................ 4 Figure 2.1 - Sidewalk Project Areas ............................................................................................... 6 Figure 2.2 - Active Transportation Trip Attractor Submodel .......................................................... 10 Figure 2.3 - Active Transportation Trip Generator Submodel ........................................................ 12 Figure 2.4 - Vista General Plan General Plan Roadway Classifications ......................................... 14 Figure 2.5 - Vista General Plan Planned Land Uses ..................................................................... 15 Figure 2.6 - Vista Comprehensive Safety Action Plan High Injury Network Locations .................... 16 Figure 2.7 - Pedestrian-Involved Injury Collisions with Traffic at Midblock Locations .................... 18 Figure 2.8 - Vista Comprehensive Safety Action Plan Equity Need Areas ...................................... 19 Figure 3.1 - Prioritization Scores of Sidewalk Infill Projects .......................................................... 25 Figure 4.1 - West Los Angeles Drive / North Drive / Townsite Drive ............................................... 28 Figure 4.2 - West California Avenue / West Los Angeles Drive ...................................................... 28 Figure 4.3 - East Vista Way (Bobier Drive / Foothill to Oak) ........................................................... 29 Figure 4.4 - Eucalyptus Avenue / Oceanview Drive / Park Avenue ................................................. 29 Figure 4.5 - Olive Ave (Emerald to Goetting) ................................................................................ 30 Figure 4.6 - The Circle / Indiana Avenue / Michigan Avenue / East Orange Street / Washington Street .......................................................................................................................... 30 Figure 4.7 - Hanes Place (Main to Broadway) .............................................................................. 31 Figure 4.8 - North Avenue (western boundary to North Melrose) .................................................. 31 Figure 4.9 - Plymouth Drive (Olive to Vista Village) ....................................................................... 32 Figure 4.10 - Alestar Street / Eucalyptus Avenue / Traci Lane ....................................................... 32

List of Tables
Table 2.1 - Vista Sidewalk Prioritization Points .............................................................................. 8 Table 2.2 - Active Transportation Trip Attractor Submodel Inputs and Weights ............................... 9 Table 2.3 - Active Transportation Trip Attractor Submodel Distance Multipliers .............................. 9 Table 2.4 - Active Transportation Trip Generator Submodel Inputs ............................................... 11 Table 3.1 - Prioritization Ranking of Sidewalk Infill Projects .......................................................... 21 Table 4.1 - Highest Ranked Sidewalk Projects ............................................................................. 26

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1.0 Introduction
In February 2024, Vista City Council directed the City’s Engineering Department staff to inventory all sidewalk gaps along public roadways Citywide and develop a method for evaluating and prioritizing their infill. In this report, sidewalk gaps are defined as locations along a roadway where sidewalks are not present on either one or both sides of a roadway. Sidewalk “infill” projects are defined as the installation of new sidewalks in the identified gap locations.

Existing Conditions
Identifying sidewalk gap locations in Vista relied on regional sidewalk inventory GIS data previously obtained during the 2022 existing conditions assessment of the City’s General Plan Update Mobility Element. As the San Diego region covers a vast area, this original data relied on high-level assumptions and machine learning techniques to interpret gap locations from aerial imagery. The original dataset also did not distinguish between sidewalk gaps on public streets and on private streets, which would not be the maintenance responsibility of the City. Therefore, review for accuracy, quality assurance and to ascertain ownership was necessary to finalize sidewalk gap locations prior to their assembly into project areas and prioritization. The original data was examined for quality control and assurance with late-2024 aerial imagery and edits were made to update the original dataset, as needed. This work was supported by the Engineering Department’s review, aided by their familiarity of the City’s infrastructure conditions and knowledge of recently completed sidewalk projects.

Figure 1.1 shows all sidewalk gap locations in the City identified within the updated data.

According to this data, there is about 118 linear miles of sidewalk gap along public roadways in the City. There is roughly 99 roadway centerline miles with sidewalk gaps on either one or both sides of the roadway (comprising about 54% of the City-maintained roadway network, by centerline).

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Figure 1.1 - Existing Sidewalk Gap Locations

Note: map at this scale is for illustrative
purposes only, for closer examination of the
data (determining side(s) of street with gaps,
etc.) the City’s Engineering Department has
access to this data via the project’s online
GIS viewer platform and 24” x 36” plotted
map
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2.0 Prioritization Process
Project Area Assembly
Sidewalk gaps were grouped into project areas to simplify the prioritization rankings and to create projects of more substantial size for implementation. The approach taken to grouping sidewalk gaps into project areas initially considered consistency with already established Vista project plans, such as the Comprehensive Safety Action Plan (CSAP) and Safe Routes to School (SRTS) Plan, which include project areas oriented along corridors. Sidewalk gap locations not within project areas identified in those established plans were grouped by common geography.

Utilizing this method the 118 miles of sidewalk gap locations were assembled into 121 project areas. Project area sizes ranged from less than 0.1 miles to 4.6 miles, with the median project area size containing 0.8 linear miles of sidewalk infill.

Figure 2.1 shows the locations of the project areas (with the varied colors representing unique project areas).

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Figure 2.1 - Sidewalk Project Areas
Note: map at this scale is for illustrative
purposes only, for closer examination of the
grouped project areas, the City’s Engineering
Department has access to this data via the
project’s online GIS viewer platform and 24”
x 36” plotted map
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Prioritization Criteria
Eight criteria were used for citywide sidewalk prioritization. Some of the criteria was incorporated from assessments completed in the Mobility Element of the General Plan Update and the Vista Comprehensive Safety Action Plan (CSAP) for consistency with the City’s long range mobility planning and traffic safety objectives. More specifically, the justification for using criteria from these other plans was because they have been previously vetted by the City, they validate the issues, needs and project opportunities identified from those studies, ensure uniformity in recommendations across multiple Vista Citywide infrastructure plans, and provide supplemental support in the pursuit of grant funding to implement projects identified from those Plans.

The eight criteria include:

• Vista General Plan Update Active Transportation Trip Attractor Propensity • Vista General Plan Update Active Transportation Trip Generator Propensity • Vista General Plan Update Planned Roadway Classifications • Vista General Plan Update Planned (Year 2030) Land Uses • Vista CSAP High Injury Network (HIN) locations
• Pedestrian-involved collisions at midblock locations along project areas • Vista CSAP Equity Need Areas
• Vista Safe Routes to School (SRTS) Master Plan improvement project areas

Table 2.1 shows the proposed categories and point breaks for each of the criteria.

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Table 2.1 - Vista Sidewalk Prioritization Points
Criteria Points
Vista General Plan Update Active Transportation Trip Attractor Submodel Inputs (inputs shown in Tables 2.2 and 2.3) 5 points
>50 points 5

40.1 – 50 points 4

30.1 – 40 points 3

20.1 – 30 points 2

10.1 – 20 points 1
≤10 points 0
Vista General Plan Update Active Transportation Trip Generator Submodel Inputs (inputs shown in Table 2.4) 5 points
>25 points 5

20.1 – 25 points 4

15.1 – 20 points 3

10.1 – 15 points 2

5.1 – 10 points 1
≤5 points 0
Vista General Plan Update Planned Roadway Classifications 3 points Prime Arterial, Urban Major, Major Arterial, or Complete Street 3 Collectors or Collectors w/Two-Way Left-Turn Lanes 2
Semi-rural or Local Street 0
Vista General Plan Year 2030 Land Uses 3 points
Commercial, Office, Civic and Parks 3
High and Medium-High Density Residential 2
Industrial 1
Medium and Low Density Residential and Open Space 0
Vista CSAP High Injury Network Locations 3 points
Project overlaps with High Injury Network 3
Project does not overlap with High Injury Network 0
Pedestrian-Involved Collisions at Midblock Locations 3 points (max) Severe or Fatal Pedestrian-Involved Collision 3
Visible Injury Pedestrian-Involved Collision (1 pt for each instance) 1 No Pedestrian-Involved Collisions Occurred 0
Vista CSAP Equity Need Areas 3 points
Location Captured in all 3 Equity Composite Measures 3
Location Captured in 2 of 3 Equity Composite Measures 2 Location Captured in 1 of 3 Equity Composite Measures 1 Not Captured 0
Overlap with Safe Routes to School (SRTS) Improvements 3 points Sidewalk Project overlaps with SRTS Plan’s “Area Wide Improvements” Sidewalk Infill Recommendations 3
Sidewalk Project does not overlap with SRTS Plan’s “Area Wide Improvements” Sidewalk Infill Recommendations 0
Total 28 points

How each criterion was developed and operationalized is explained in the following sub-sections.

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Vista General Plan Active Transportation Trip Attractor Submodel Inputs The Active Transportation Trip Attractor Submodel is comprised of multiple land use inputs weighted by their importance as a trip-attracting destination. The area surrounding each land use is assigned a multiplier based on its proximity to the attractor. Table 2.2 shows the land use inputs and their weights and Table 2.3 shows the distance multipliers that were used in the General Plan Update’s Attractor Submodel. These inputs were overlaid to form a suitability map which approximates parts of the City expected to have a significant concentration of walking trip destinations, and thus higher pedestrian demand. The Attractors submodel map (shown in Figure

2.2) covers the entire city with small sized cells that have point values ranging from 0 to 73. The scores for each cell are calculated with the following formula:

Cell score = ∑ ((Vista Transit Center weight * distance multiplier) + (Retail Land Uses * distance multiplier) + (Sprinter Stations excluding Vista Transit Center * distance multiplier) + (Parks weight * distance multiplier) + (Civic Land Uses weight * distance multiplier) + (Schools weight * distance multiplier))

Table 2.2 - Active Transportation Trip Attractor Submodel Inputs and Weights Attractor Inputs Weight
Vista Transit Center 4
Elementary Schools 3
Retail Land Uses 3
Middle Schools 3
Sprinter Stations (excluding Vista
Transit Center) 2
Parks 2
High Schools 1
Civic Land Uses 1
Source: Vista General Plan Update
Table 2.3 - Active Transportation Trip Attractor Submodel Distance Multipliers Distance Multiplier Weight
Less than ¼ mile 1.5
Between ¼ mile and ½ mile 1
Between ½ mile and ¾ mile 0.75
Between ¾ mile and 1 mile 0.5
Beyond 1 mile 0
Source: Vista General Plan Update

A sidewalk project area’s average length-weighted score was calculated by intersecting the project area with the Attractor submodel point value coverage areas. Prioritization points (first criteria shown in Table 2.1) ranging from 5 points to 0 points were then based on each project’s average length-weighted scores. The formula for average length weighted score is:

Average weighted length score = ∑ of all (lengths of project segments split by intersect * points within intersecting area) ------------------------------------------------------------------------------------------------------------ Total project length

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Figure 2.2 - Active Transportation Trip Attractor Submodel

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Vista General Plan Active Transportation Trip Generator Submodel Inputs The Active Transportation Trip Generator Submodel is comprised of multiple land use inputs weighted by their importance as a trip origin. Table 2.4 shows the inputs, multiplier weights and category breaks that were used in the Generator Submodel. These inputs were overlaid into a suitability map which approximates parts of the City with characteristics expected to have strong walking trip origin propensity. The Generators submodel map (shown in Figure 2.3) covers the entire city with small sized cells that have point values ranging from 0 to 38. The scores for each cell are calculated with the following formula:

Cell score = ∑ ((Population density multiplier * category point value) + (Employment density multiplier * category point value) + (Bicycle Commuter multiplier * category point value) + (Pedestrian Commuter multiplier * category point value) + (Transit Commuter multiplier * category point value) + (Median Household Income multiplier * category point value) + (Households with No Vehicle multiplier * category point value)

A sidewalk project area’s average length-weighted score was calculated by intersecting the project area with the Generator Submodel results. Prioritization points (second criteria shown in Table 2.1) ranging from 5 points to 0 points were then based on each project’s average length-weighted scores. The formula for average weighted length project score is the same as shown in the Attractor Submodel section.

Table 2.4 - Active Transportation Trip Generator Submodel Inputs

Generator Inputs

Multipliers
Category Point Values
Very High
4 points
High
3 points
Medium
2 points
Low
1 point
Very Low
0 points
Population Density
(persons per acre)
3 >20 15.1 – 20 10.1 – 15 5.1 – 10 5 and <
Employment Density
(jobs per acre)
3 >8 6.1 – 8 4.1 – 6 2.1 – 4 2 and <
Bicycle Commuters
(percent of commuters)
2 >4% 2% - 4% 1% - 1.9% 0.1% - 0.9% 0%
Pedestrian Commuters (percent
of commuters)
2 >5% 3% - 5% 1% - 2.9% 0.1% - 0.9% 0%
Transit Commuters
(percent of commuters)
2 >6% 4% - 6% 2% - 3.9% 0.1% - 1.9% 0%
Median Annual Household
Income
1 ≤ 40,000 $40,001 -
$60,000
$60,001 -
$80,000
$80,001 -
$100,000
>$100,000
Households with No Vehicles
(percent of population)
1 >12% 9.1% - 12% 6.1% - 9% 3.1% - 6% 3% and <
Source: Vista General Plan Update

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Figure 2.3 - Active Transportation Trip Generator Submodel 06/24/2025
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Vista General Plan Update Planned Roadway Classifications This criterion assigns points based on overlap with Vista General Plan Update’s planned roadway network classifications. Figure 2.4 shows the General Plan Update’s planned roadway network classifications. Three points are awarded for project areas that occur primarily along the following classifications: Prime Arterials, Urban Majors, Major Arterials, or Complete Streets. Two points are awarded for project areas that occur primarily along Collectors (with or without Two-Way Left-Turn Lanes). No points are awarded for project areas that occur within semi-rural roads or residential streets.

Prime and Major Arterials, and Urban Majors are street classifications which typically have higher posted speed limits, faster vehicular traffic, and larger traffic volumes therefore it is more critical that pedestrians have sidewalk space within the right-of-way. Major arterial and urban major classifications also provide access to most pedestrian trip-attracting destinations in the City.

Complete Streets, despite their slower speed design, are intended to be pedestrian-friendly environments. Therefore, these streets classifications received higher point scores than if local streets did not have sidewalks.

Semi-rural roads are not awarded points because these environments are in low populated areas with typically little pedestrian activity, making sidewalk projects in those areas have a lower cost- benefit.

General Plan Year 2030 Land Uses
This criterion assigns points based on adjacency to land use types assumed to draw pedestrian activity. Sidewalk projects adjacent to year 2030 planned commercial, office, civic uses and parks received three points. Sidewalk projects adjacent to year 2030 planned high and medium-high density residential land uses received two points. Sidewalk projects adjacent to year 2030 planned industrial land uses received one point. No points were awarded for adjacency to any other land use types. Figure 2.5 shows the General Plan Update’s planned land uses.

High Injury Network
This criterion assigns points to projects which overlap with the Vista CSAP’s High Injury Network (HIN). A composite (all modes) HIN was identified by mapping the locations of injury collisions for vehicular only collisions, pedestrian-involved collisions and bicyclist-involved collisions following SANDAG’s Safety Focus Network methodology

1. Each mode was analyzed separately with
collisions occurring between September 2018 and August 2023 and then a composite HIN was formed by combining the three networks. A map of the composite HIN is shown in Figure 2.6. For the sidewalk project prioritization three points are awarded for project areas that overlap with HIN.

Project areas with no overlap with the HIN are awarded zero points.

1 SANDAG Vision Zero Action Plan Appendix A Data Analysis: https://www.sandag.org/- /media/SANDAG/Documents/PDF/projects-and-programs/regional-initiatives/vision-zero/vision-zero- action-plan-appendices-a-g-2024-11-21.pdf

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Figure 2.4 - Vista General Plan General Plan Roadway Classifications 06/24/2025
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Figure 2.5 - Vista General Plan Planned Land Uses
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Figure 2.6 - Vista Comprehensive Safety Action Plan High Injury Network Locations 06/24/2025
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Pedestrian-Involved Collisions
This criterion assigns points based on projects if pedestrian-involved injury collisions occurred at midblock locations within their extents. Points were not awarded to pedestrian-involved collisions at intersection locations because those collisions occurred when pedestrians are crossing the street and are therefore not likely related to sidewalk gaps. Figure 2.7 shows the pedestrian- involved collisions by severity (fatal, severe injury, and other visible injury) from the Vista CSAP Safety Analysis, which is used for the basis of this criterion. Three points are awarded for project areas that include at least one severe or fatal pedestrian-involved collision. One point is awarded for each instance of a pedestrian-involved collision that resulted in a visible injury in the project area up to a maximum of 3 points. Project areas with no pedestrian-involved collisions are not awarded any points.

Equity Need Areas
This criterion assigns points based on locations within any geographic area identified by the federal or state equity measures assessed in the Equity Analysis Report for the Vista CSAP. The three equity measures were the Climate and Environmental Justice Screening Tool (CEJST), the Safe Streets for All Underserved Communities, and the Caltrans Transportation Equity Index. Equity need measures such as these are typically emphasized by government agencies which dispense grant funding on a competitive basis. Equity need measures identify parts of the City with higher concentrations of socially and economically disadvantaged populations, and provide a means to amend for their systemic underrepresentation in the political process. Disadvantaged populations are also more likely to be burdened by the costs of transportation (and thus likelier to make trips by walking and public transportation).

Figure 2.8 shows an overlay of geographic areas identified by any of the three equity measures and the assignment of points to this criterion. Similarly, project areas may cover a large geographic extent and thus overlap partially with some equity measures, a weighted average will be determined to round prioritization points for this input to the nearest whole number. For example, if a project area’s partial overlap with some equity indicators results in a weighted average score of

1.7, then it will be awarded 2 points for the second highest category (because the project area is closer to overlapping entirely with two of the measures than one). The formula for average weighted length is the same as shown in the Attractor Submodel section.

Safe Routes to School (SRTS) Improvements
This criterion assigns points based on sidewalk infill projects identified in the Vista’s SRTS Master Plan. Three points are awarded for project areas that overlap the extents of sidewalk infill found in each school’s respective Area Wide Improvements recommendations map. Project areas with no overlap of the “Area Wide Improvements” are awarded zero points.

The Area Wide Improvements identified in Vista SRTS Master Plan are shown in Appendix A.

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Figure 2.7 - Pedestrian-Involved Injury Collisions with Traffic at Midblock Locations 06/24/2025
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Figure 2.8 - Vista Comprehensive Safety Action Plan Equity Need Areas 06/24/2025
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Prioritization Score Adjustments
To provide further assurance that limited sidewalk infill resources are distributed to project areas with the greatest pedestrian need, a prioritization score adjustment was applied to Collectors, semi-rural streets and local streets where sidewalk is missing on only one side. The rationale for the adjustment is these street classifications are narrower (and thus easier for pedestrians to cross over to the side with sidewalk), are more likely to have right-of-way constraints, and likely to have less pedestrian activity. Narrower streets are also likelier to have lower traffic volumes and posted speed limits.

The point deductions for projects where sidewalk is missing on primarily one side of the street are as follows:
• Semi-Rural streets or Local streets are deducted 2 points • Collectors (including those with Two-Way Left-Turn Lanes) are deducted 1 point

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3.0 Prioritization Results
The prioritization scores of all 121 sidewalk projects in the City is shown in Table 3.1. Project areas are ordered by their adjusted score, which deducts points from project areas which have sidewalk gaps on only one side if they are of collector, semi-rural, or local street classification (the previous page explains how the deductions were calculated). Table 3.1 also includes relevant notes and information such as identifying whether any part of the project overlaps with census tracts that are eligible for Community Development Block Grant (CDGB) funding. Appendix B contains a prioritization results table with the points received by project for all eight criteria.

Project areas with the same score are ordered alphabetically. Figure 3.1 shows the map of the project areas symbolized by their prioritization score.

Table 3.1 - Prioritization Ranking of Sidewalk Infill Projects Rank Street Name Project
Mileage
Prioritization
Score Notes
1 W. Los Angeles Dr / North Dr / Townsite Dr 0.2 20
2 W. California Ave / W. Los Angeles Dr 0.3 17
3 E. Vista Wy (E. Bobier / Foothill to Oak) 0.2 17
4 W. Bobier Dr (western boundary to
Marabou Ln) 0.1 16 Adjacent to developable property
5 Eucalyptus Ave / Oceanview Dr / Park Ave 0.8 16 Eligible for CDBG 6 Olive Ave (Emerald to Goetting) 1.1 16
7 W. Vista Wy (Thunder to SR-78 WB ramp) 1.4 16 CSAP cost estimate 8 The Circle / Indiana Ave / Michigan Ave / E.

Orange St / Washington St 0.7 15 Eligible for CDBG
9 Emerald Dr (Olive to southern boundary) 0.8 15 CSAP cost estimate 10 Hacienda Dr (Pomelo to La Tortuga) 0.3 15 CSAP cost estimate 11 Hanes Pl (Main to Broadway) 0.1 15 Eligible for CDBG 12 North Ave (western boundary to Melrose) 0.2 15
13 Plymouth Dr (Olive to Vista Village) 0.7 15 Eligible for CDBG 14 N. Santa Fe Ave (Osborne to of Bobier) 0.9 15 CSAP cost estimate 15 E. Vista Wy (northern boundary to of
Taylor) 1.1 15 CSAP cost estimate
16 Alestar St / Eucalyptus Ave / Traci Ln 1.5 14
Eucalyptus Ave section between Civic
Center Drive and Beaumont Dr eligible
for Community Development Block
Grant (CDBG)
17 Cam Corto / Cam Patricia / Goetting Wy /
Knoll Rd 1.2 14 Eligible for CDBG
18 Date St / Grapevine Rd 0.2 14 Eligible for CDBG
19 Orange St / Redlands St 0.1 14 Eligible for CDBG
20 Vale Terrace (Vista Village to Foothill) 2.7 14 CSAP cost estimate 21 Ave Benito Juarez (Los Angeles to
California) 0.2 13 Eligible for CDBG
22 Civic Center Dr (Crest View to Phillips) 0.2 13
23 Foothill Dr (Delpy View to Elm) 0.4 13 Eligible for CDBG 24 Mercantile St / Natal Wy / Pala Vista Dr /
Rincon St 1.1 13 Eligible for CDBG
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Rank Street Name Project
Mileage
Prioritization
Score Notes
25 Morningside Dr / Oceanview Dr / Crest Dr /
Terrace Dr 2.7 13 Eligible for CDBG
26 Sycamore Ave (Green Oak to Business
Park) 0.8 13
27 Alvarado Terrace / Hillside Terrace / Palm
Dr 1.5 12 Eligible for CDBG
28 Eaton Wy (east of N. Santa Fe) 0.2 12 Eligible for CDBG 29 Lemon Ave / Nevada Ave 0.5 12 Eligible for CDBG
30 Linda Vista Dr / Poinsettia Ave 2.3 12
31 Ave de Benito Juarez / Ave de la Plaza /
Connecticut Ave / Calle Independencia 0.4 11 Eligible for CDBG 32 East Dr (North to N. Santa Fe) 0.4 11 Eligible for CDBG 33 Lado De Loma Dr / Eddie Dr / Peters Dr 0.5 11 Eligible for CDBG 34 La Tortuga Dr (Hacienda to Breeze Hill) 0.2 11 Eligible for CDBG 35 Primrose Ave / Robellini Dr 0.3 11
36 California Ave / Citrus Ave / Indian Rock Rd 0.8 10 Eligible for CDBG 37 Cedar Rd (Westwood to W. Vista Wy) 0.3 10 Eligible for CDBG 38 Crescent Dr-Ln / Avalon Dr / Torole Cir 0.7 10 Eligible for CDBG 39 Melrose Wy / McGavrin Dr / Centennial Dr 0.9 10 Eligible for CDBG 40 Monte Vista Dr (S. Santa Fe to Valley) 1.3 10
41 Acateno Ave / Canaea St / Indian Rock Rd /
Rhea Pl / Valerie Dr 1.4 9 Eligible for CDBG
42 Angeles Vista Dr / Kiva Ln / Knapp Dr /
Manor Dr / Manton Wy 1.4 9
43 Cabrillo Cir / Newport Dr / Newport
Terrace 0.7 9
44 Cocopah St / Ocotillo Dr / Spires St /
Tatum St 0.5 9 Eligible for CDBG
45 Date St / Nettleton Rd 0.3 9 Eligible for CDBG
46 East Dr (N. Santa Fe to Citrus) 0.1 9 Eligible for CDBG 47 La Mirada Dr / Ash St / Fortune Wy 1.3 9
48 N. Santa Fe (northern boundary to of
Osborne) 0.5 9
49 Anns Wy / Copper Ave / Copper Dr / Iron
Dr 0.9 8 Eligible for CDBG
50 Anza Ave (Ishihara to Nob) 0.3 8 Eligible for CDBG
51 Arcadia Ave / Laguna Dr / E. Taylor St 0.6 8 Eligible for CDBG 52 Avalon Dr / Orange Grove Ave 0.9 8 Eligible for CDBG 53 Blackbird Dr / Bobolink Dr / Indian Rock Rd
/ Marabou Ln / Moa Dr / Ricebird Dr /
Toucan Dr / Starling Dr / Waxwing Dr

1.8 8 Eligible for CDBG
54 Business Park Dr (Sycamore to Lionshead)
/ Joshua Wy 1.2 8
55 Foothill Dr (Elm to Vale Terrace) 1.7 8
56 Gannet Dr / Indian Rock Rd / Kelleen Dr /
Teelin Ave / Woodrail Dr 1.4 8 Eligible for CDBG
57 Maryland Dr-Ct / Marigold Dr / Loma Alta
Ter / Dana Dr / Rose Dr (east of Maryland) 0.7 8 Eligible for CDBG 58 Monte Vista Dr (east of Valley to eastern
boundary) 0.1 8
59 Oak Ridge Wy / Park Center Dr 1.7 8
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Rank Street Name Project
Mileage
Prioritization
Score Notes
60 Plumosa Ave (near Sycamore Ave) 0.1 8 Eligible for CDBG 61 Swallow Dr / Penguin Cir / Partridge Cir 0.4 8 Eligible for CDBG 62 Activity Dr / Decision St / Specialty Dr 1.5 7
63 Anza Ave (Bobier to E. Vista Wy) 0.7 7
64 Bandini Pl / Lado De Loma Dr / Rancho
Vista Rd 2.1 7 Eligible for CDBG
65 Birch St / Cades Wy / Coral St / Dogwood
Wy / Grand Ave 2.3 7
66 Cypress Dr (S. Santa Fe to Monte Vista) 0.8 7 Eligible for CDBG 67 Hibiscus Ave / Plumosa Ave / Watson Wy 0.5 7
68 Keystone Wy / Liberty Wy / Scott St 1.3 7
69 Thibodo Rd / Edna Wy / Watson Wy 0.8 7
70 Alta Vista Dr / Beaumont Dr / Coventry Rd /
Gerard Wy / Hilway Dr / Lexington Dr /
Lynmar Ln / Tiger Tail Rd-Ln

4.6 6
Tiger Tail Rd-Ln and Beaumont Dr
sections are eligible for Community
Development Block Grant (CDBG)
71 Business Park Dr / Distribution Wy /
Engineer St / La Mirada Dr 1.0 6
72 Cielita Linda Rd / Highland Dr / Judiya Dr /
Rose Dr 1.8 6 Eligible for CDBG
73 Cocapah St / Onley Dr / Spires St / Tatum
St 0.8 6 Eligible for CDBG
74 Commerce Wy / Pioneer Ave / Progress St 2.0 6
75 Durant St / Hill Dr / Palmbark St / Tylee St 1.7 6 Eligible for CDBG 76 Foothill Dr (San Clemente to Foothill
Ranch Ln) 0.3 6
77 S. Melrose Dr (Branding Iron to Sunset) 0.2 6
78 Rudd Rd / Sunrise Dr / Valley Dr 1.7 6
79 Bonair Rd / Independence Wy (north off
Monte Mar) / Monte Mar Rd (Bonair to
Warmlands)

1.5 5
80 Crest View Rd / Hacienda Dr 0.9 5
81 Guajome Lake Rd / Osborne St 0.6 5
82 Old Taylor St (Taylor to E. Vista Wy) / Taylor
St (Golden Hill to E. Vista Wy) 1.4 5 Eligible for CDBG 83 Vista Grande Dr (Warmlands to eastern
boundary) 0.6 5
84 Warmlands Ave (E. Vista Wy to Vista
Grande Terrace) 0.9 5 Eligible for CDBG
85 Alta Vista Dr / Alta Vista Terrace 1.9 4
86 Alta Vista Dr / Heather Dr 1.9 4
87 Beverly Dr / Elm Dr / Independence Wy 1.9 4 Eligible for CDBG 88 Crestview Rd / Prospect Pl 1.1 4
89 Cypress Dr (Eucalyptus to Monte Vista) 0.9 4
90 Pala Vista Dr / Phillips St / Tower Dr 3.5 4
91 Ravine Rd (Emerald to Ruby) 0.1 4
92 Amador Ave / Colusa Wy / Hackamore Rd /
Nash Ln / Yacon St 2.1 3 Eligible for CDBG
93 Bluegrass Rd / Bonita Dr / Burke Rd /
Caren Rd / Galaxy Dr / Planet Rd / Pluto Rd 2.0 3 Eligible for CDBG 94 Bonita Dr / Cielita Linda Dr 0.3 3 Eligible for CDBG 95 Branding Iron Cir-Dr 0.4 3
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Rank Street Name Project
Mileage
Prioritization
Score Notes
96 Glenmere Rd / Meadowlake Dr / Oak Dr 1.4 3 Eligible for CDBG 97 Hacienda Dr (Matagual to Vale View) 0.2 3
98 Hampton Ct / Las Palmas Dr / Matagual Dr
/ Vale View Dr 3.2 3
99 Phillps St (Mar Vista to Meriwood) 0.2 3
100 Alta Vista Dr / Vale Terrace Pl 1.4 2
101 Clear Crest Cir / Cortez Ave 0.3 2
102 Goodwin Dr (northern boundary to Ahmu) 0.2 2
103 Mar Vista Dr (SR-78 EB ramp to Avocado) 0.8 2
104 Ridge Rd (western boundary to S. Melrose) 0.6 2
105 York Dr / El Dorado Ct 0.5 2
106 Alessandro Tr / Cam Loma Verde /
Grandview Rd / Monte Mar Rd 1.4 1
107 Barsby St / Hawley Dr 0.8 1
108 Catalina Ave (Foothill to eastern boundary) 0.7 1
109 Edgehill Rd (Foothill to eastern boundary) 0.3 1
110 Foothill Dr / Old Foothill Dr / San Clemente
Ave 1.3 1
111 Hedionda Ave / Sunset Dr 0.1 1
112 Mar Vista Dr (Buena Vista to SR-78 EB
ramp) 2.2 1
113 Mar Vista Dr (Phillips to Bavaria) 0.2 1
114 Santa Clara Dr (Tylee to W. Vista Wy) 0.5 1 Eligible for CDBG 115 Vista Grande Dr / Warmlands Ave 1.0 1 Eligible for CDBG 116 Warmlands Ave (Vista Grande to Foothill) 2.3 1 Eligible for CDBG 117 Alta Mesa Dr / Beverly Dr / Mesa Verde Dr /
Warmlands Ave 1.2 0 Eligible for CDBG
118 Buena Vista Dr (Sunset to S. Melrose) 0.7 0
119 Hilo Dr / Hilo Wy 0.5 0
120 Pomelo Dr / Alta Mira Ct 0.4 0 Eligible for CDBG
121 Woodland Dr / Yettford Rd 0.1 -1

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Figure 3.1 - Prioritization Scores of Sidewalk Infill Projects

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4.0 High Priority Project Cost Estimates
Ten high priority projects were selected from the Citywide sidewalk projects for detailed engineering cost assessments to facilitate the process of implementing these as future Capital Improvement Program (CIP) projects and for pursuing possible grant funding opportunities.

Table 4.1 shows the ten high priority project areas (bolded text), selected from within the highest- ranking projects from the prioritization.

Table 4.1 - Highest Ranked Sidewalk Projects
Rank Street Name
High Priority
Project
Exhibit
Cost Estimate
1 W. Los Angeles Dr / North Dr / Townsite Dr Fig. 4.1 $1,464,000 2 W. California Ave / W. Los Angeles Dr Fig. 4.2 $1,696,000 3 E. Vista Wy (E. Bobier / Foothill to Oak) Fig. 4.3 $1,817,000 4 W. Bobier Dr (western boundary to Marabou) N/A $702,000* 5 Eucalyptus Ave / Oceanview Dr / Park Ave Fig. 4.4 $6,455,000 6 Olive Ave (Emerald to Goetting) Fig. 4.5 $8,029,000
7 W. Vista Wy (Thunder to SR-78 WB Ramp) N/A $3,735,000* 8 The Circle / Indiana Ave / Michigan Ave / E. Orange St / Washington St Fig. 4.6 $5,211,000 9 Emerald Dr (Olive to southern boundary) N/A $2,601,000* 10 Hacienda Dr (Pomelo to La Tortuga) N/A $1,550,000*
11 Hanes Pl (Main to Broadway) Fig. 4.7 $622,000
12 North Ave (western boundary to Melrose) Fig. 4.8 $1,526,000 13 Plymouth Dr (Olive to Vista Village) Fig. 4.9 $5,051,000 14 N. Santa Fe Ave (Osborne to Bobier) N/A $2,851,000*
15 E. Vista Wy (northern boundary to Taylor) N/A $3,843,000* 16 Alestar St / Eucalyptus Ave / Traci Ln Fig. 4.10 $9,991,000 Note: Cost estimates with an asterisk (*) are derived from Vista CSAP high priority project cost estimates. Those cost totals reflect only the portion of those projects which are the construction of sidewalk.

Some high-ranking projects were not selected to receive a cost estimation in this Report, either because the project area had preliminary renderings and cost estimates previously prepared in the Vista CSAP, or because the project has a developable frontage and sidewalk is likely to be constructed as a development condition (and thus assumed to be implemented through the redevelopment process). Those project areas included:

• West Bobier Drive (western boundary to Marabou Lane)
• West Vista Way (Thunder Drive to SR-78 WB Ramp)
• Emerald Drive (Olive Avenue to southern boundary)
• Hacienda Drive (Pomelo Drive to La Tortuga Drive)
• North Santa Fe Avenue (Osborne Street to Bobier Drive • East Vista Way (northern boundary to Taylor Street)
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Aside from these exceptions, all projects with at least 15 points in the prioritization process were selected to have engineering level cost estimates. To round out the ten high priority projects a tenth project was selected among the four projects tied with 14 points. Alestar Street / Eucalyptus Avenue / Traci Lane was recommended at the discretion of the Engineering Department. Appendix C includes the high priority project sheets from the Vista CSAP (the total cost estimates for each CSAP high priority project includes all recommendations of the project and are not limited to sidewalks).

Figures 4.1 through 4.10 include maps of the ten high priority project extents and their total project cost estimate.

Appendix D provides engineering cost estimate detail and feasibility considerations for each of the ten high priority projects. The engineering cost estimates factored hard costs, soft costs and contingencies.

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Figure 4.1 - West Los Angeles Drive / North Drive / Townsite Drive

High Priority Project Ranking: 1
Adjusted Prioritization Score: 20 points
Project Length (linear miles of sidewalk infill): 0.2 miles Total Cost Estimate: $1,464,000

Figure 4.2 - West California Avenue / West Los Angeles Drive

High Priority Project Ranking: 2
Adjusted Prioritization Score: 17 points
Project Length (linear miles of sidewalk infill): 0.3 miles Total Cost Estimate: $1,696,000
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Figure 4.3 - East Vista Way (Bobier Drive / Foothill to Oak)

High Priority Project Ranking: 3
Adjusted Prioritization Score: 17 points
Project Length (linear miles of sidewalk infill): 0.2 miles Total Cost Estimate: $1,817,000

Figure 4.4 - Eucalyptus Avenue / Oceanview Drive / Park Avenue

High Priority Project Ranking: 4
Adjusted Prioritization Score: 16 points
Project Length (linear miles of sidewalk infill): 0.8 miles Total Cost Estimate: $6,455,000
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Figure 4.5 - Olive Ave (Emerald to Goetting)

High Priority Project Ranking: 5
Adjusted Prioritization Score: 16 points
Project Length (linear miles of sidewalk infill): 1.1 miles Total Cost Estimate: $8,029,000

Figure 4.6 - The Circle / Indiana Avenue / Michigan Avenue / East Orange Street / Washington Street

High Priority Project Ranking: 6
Adjusted Prioritization Score: 15 points
Project Length (linear miles of sidewalk infill): 0.7 miles Total Cost Estimate: $5,211,000
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Figure 4.7 - Hanes Place (Main to Broadway)

High Priority Project Ranking: 7
Adjusted Prioritization Score: 15 points
Project Length (linear miles of sidewalk infill): 0.1 miles Total Cost Estimate: $622,000

Figure 4.8 - North Avenue (western boundary to North Melrose)

High Priority Project Ranking: 8
Adjusted Prioritization Score: 15 points
Project Length (linear miles of sidewalk infill): 0.2 miles Total Cost Estimate: $1,526,000
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Figure 4.9 - Plymouth Drive (Olive to Vista Village)

High Priority Project Ranking: 9
Adjusted Prioritization Score: 15 points
Project Length (linear miles of sidewalk infill): 0.7 miles Total Cost Estimate: $5,051,000

Figure 4.10 - Alestar Street / Eucalyptus Avenue / Traci Lane

High Priority Project Ranking: 10
Adjusted Prioritization Score: 14 points
Project Length (linear miles of sidewalk infill): 1.5 miles Total Cost Estimate: $9,991,000
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Project Programming Consideration s
Projects identified in this Report will be assessed in the order of their ranking in Table 3.1 by the City of Vista Engineering Department. If engineering judgement determines project(s) contain engineering issues that will significantly impact the feasibility of the project (right-of-way constraints, steep slopes, drainage, utility relocation, etc.), another (the next) high-ranking project will be evaluated for implementation. Additionally, the City’s Engineering staff have the discretion to divide larger project areas into phases, based on funding availability.

Where private development projects may interface with part, or all of a sidewalk infill project area, the City may require the developers to construct the sidewalks as a condition for development approval. Therefore sidewalk projects on the priority list will be coordinated with private development projects and the next high-ranking project will be evaluated for implementation.

The Sidewalk Prioritization Plan does not include repairs. Existing sidewalks in need of repair are identified and repaired separately by the Public Works Department.

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Appendix A - Vista Safe Routes to School
Master Plan Area Wide Im provements
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KOA CORPORATION VISTA MASTER SAFE ROUTES TO SCHOOL PLAN │31

VISTA SAFE ROUTES TO SCHOOL MASTER PLAN

BEAUMONT ELEMENTARY SCHOOL

8. Area-Wide Improvements
An analysis around the Beaumont Elementary School showed that there are many areas lacking sidewalks, forcing pedestrians in many cases to walk in the roadway. Furthermore these sections are currently lit only at intersections and not along the roadway segments in between. During evening special events at the school and during the winter months, parents and children may have to walk in the road in the dark to reach the school.

Providing continuous lighting can alleviate that concern.

Vehicle speeds adjacent to the school were reported as a concern. The installation of speed feedback signing can be an effective enhancement to remind motorists to reduce speeds adjacent to the school grounds.

The total sidewalk, lighting, and speed feedback signing implementation costs for each project have been estimated as follows:

South Sidewalk System on Crescent Drive $ 571,000
Eucalyptus Sidewalk Tiger Tail to Avalon $ 443,000
Eucalyptus Sidewalk Beaumont to Tiger Tail $ 615,000 Eucalyptus Sidewalk School to Alta Vista $ 755,000
Tiger Tail Sidewalk $ 473,000
Beaumont Sidewalk $ 504,000
Figure 2.12- Area-Wide Improvements
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BOBIER ELEMENTARY SCHOOL

2. Area-Wide Improvements
An analysis around the Bobier Elementary School showed that there are many areas lacking sidewalks, forcing pedestrians in many cases to walk in the roadway. Furthermore these sections are currently lit only at intersections and not along the roadway segments in between. During evening special events at the school and during the winter months, parents and children may have to walk in the road in the dark to reach the school.

Providing continuous lighting can alleviate that concern.

Parents at the walk audit and subsequent community workshop identified the intersection of N. Santa Fe Avenue and Angeles Vista Drive as a hazardous location to cross as a pedestrian. The City previously evaluated this intersection and found that it meets the warrants for the installation of a traffic signal. Therefore, it is recommended as part of the area-wide improvements. In addition, adding clearly marked crosswalks at the intersections of Bobolink Drive and W. Indian Rock Road and at Lagan Avenue and W. Indian Rock Road would provide addition emphasis to motorists of the presence of pedestrians at the intersections.

The total sidewalk, lighting, signal, and crosswalk implementation costs for each project have been estimated as follows:

Sidewalk on Indian Rock Road $ 260,000

Sidewalk on N. Santa Fe Avenue $ 1,365,000
Figure 3.6 - Area-Wide Improvements

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BREEZE HILL ELEMENTARY SCHOOL
Figure 4.6 - Area-Wide Improvements

2. Area-Wide Improvements
One of the concerns identified by parents and staff at Breeze Hill Elementary was the lack of sidewalks along Melrose Way. Sidewalk and lighting construction has been suggested along the north side of Melrose Way between Centennial Drive and Laughton Way, and on the south side of Melrose Way between the school westerly driveway and easterly driveway. The estimated cost of this project is $718,000. 06/24/2025
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FOOTHILL OAK ELEMENTARY SCHOOL
Figure 5.11 – Area-Wide Improvements

7. Area-Wide Improvements
An analysis around Foothill Oak Elementary School shows that there are two primary areas lacking sidewalks.

Consequently, sidewalk and lighting improvements are recommended for Foothill Drive both east and west of the school. In addition, pedestrian ramp and corner sidewalk improvements are recommended at the corner of Bonair Road and Monte Mar Road. The estimated cost for these improvements is $44,000. 06/24/2025
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GRAPEVINE ELEMENTARY SCHOOL
Figure 6.12 - Area-Wide Improvements

7. Area-Wide Improvements
One of the critical pieces to enhancing walking safety to Grapevine Elementary School is to complete the construction of missing segments of sidewalk leading to the school. These sidewalk improvements should include improved lighting for better pedestrian visibility for periods of darkness during school arrival during the winter months, and for attendance at evening special events at the school. The following implementation costs were estimated for these sidewalk and lighting projects.

Sidewalk on Grapevine Road from Date Street to Vista Way $477,000 Sidewalk on Olive Avenue north side from Grapevine Road to Galaxy Drive $588,000 Sidewalk on Olive Avenue south side from Emerald Drive to Ruby Drive $589,000 Sidewalk on Ravine Road both sides,
and on Emerald Drive from Galbar Street to Olive Avenue on east side $1,238,000 06/24/2025
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MARYLAND ELEMENTARY SCHOOL
Figure 7.9 - Area-Wide Improvements

5. Area-Wide Improvements
An analysis around the Maryland Elementary School showed that there are many areas lacking sidewalks, forcing pedestrians in many cases to walk in the roadway. Furthermore, these sections are currently lit only at intersections and not along the roadway segments in between. During evening special events at the school and during the winter months, parents and children may have to walk in the road in the dark to reach the school.

Providing continuous lighting can alleviate that concern. The City has secured funding for the construction of sidewalks on portions of North Drive, W. Los Angeles Drive and East Drive. The total sidewalk, lighting, signal, and crosswalk implementation costs for each project have been estimated as follows:

Sidewalk on west side of W. California Avenue from W. Los Angeles Drive to Calle Elegante $ 265,000
Sidewalk on south side of W. Los Angeles Drive from Avenida De Benito Juarez to N. Santa Fe Avenue $ 375,000
Sidewalk on north side of W. Los Angeles from El Pico Court to N. Santa Fe Avenue $ 302,000
Sidewalk on north side of North Avenue from Railroad to N. Melrose Drive $ 158,000
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MONTE VISTA ELEMENTARY SCHOOL
Figure 8.8 - Area-Wide Improvements

4. Area-Wide Improvements
An analysis around the Monte Vista Elementary School showed that there are many areas lacking sidewalks, forcing pedestrians in many cases to walk in the roadway. Furthermore, these sections are currently lit only at intersections and not along the roadway segments in between. During evening special events at the school and during the winter months, parents and children may have to walk in the road in the dark to reach the school.

Providing continuous lighting can alleviate that concern.

Parents at the walk audit and subsequent community workshop identified the need for sidewalks with lighting on Monte Vista Drive from S. Santa Fe Avenue to Valley Drive, and from the east edge of the school grounds to Foothill Drive. However, only about 450 feet of the segment east of the school lies within the City of Vista limits.

The area to the east is within the County of San Diego. The estimated cost for the sidewalk and lighting improvements that lie within the City limits are:

Monte Vista Drive sidewalk and lighting from Cypress Drive to Valley Drive $1,286,000 Monte Vista Drive sidewalk and lighting from Cypress Drive Cypress to S. Santa Fe Drive $1,276,000 Monte Vista Drive sidewalk and lighting from Valley Drive to City Limit $152,000 Valley Drive north of Monte Vista Drive signing $21,000 06/24/2025
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OLIVE ELEMENTARY/VIDA MIDDLE SCHOOL

Figure 9.6 - Area – Wide Improvements

2. Area – Wide Improvements
Parents expressed concern over the lack of continuous sidewalk along the routes they took to and from school each day and the speed of traffic on the adjacent streets. The area–wide improvements recommended to serve the Olive/VIDA campus include sidewalk and lighting construction on Olive Avenue and Plymouth Drive, and the installation of improved signing and speed feedback on Olive Avenue. The estimated costs for these projects follow:

Sidewalk, lighting, and signing on Olive Avenue $1,052,000 Sidewalk and lighting on Plymouth Drive $1,888,000 06/24/2025
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RANCHO MINERVA MIDDLE SCHOOL

Figure 10.15a – Area-Wide Improvements

10. Area-Wide Improvements
Parents expressed a concern about the absence of sidewalks and lighting along the walking routes to the school.

Without sidewalks, children walk in the roadway. Furthermore, the existing roadway lighting is not continuous, and to attend evening events and during winter months with shorter days, children walk in the dark in the roadway. Parents also were concerned about traffic speeds adjacent to the school. Improvements to these conditions include construction of sidewalks and street lighting along primary walking routes, and the installation of speed feedback signing adjacent to the school. The estimated costs for these improvements as pictured in Figures 10.15 a, b, and c are:

Sidewalk and lighting improvements on the north side of Vale Terrace Drive from Foothill Drive to Vale Terrace Place $1,284,000

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RANCHO MINERVA MIDDLE SCHOOL
Figure 10.15b – Area-Wide Improvements
Sidewalk and lighting improvements on the north side of Vale Terrace Drive from Jim Porter Parkway to Ponderosa Drive $632,000
Sidewalk and lighting improvements on the east side of Foothill Drive from Vale Terrace Drive to Edgehill Road $260,000
Sidewalk and lighting improvements on the north side of Foothill Drive from Edgehill Road to Elm Drive $1,600,000
Sidewalk and lighting improvements on the west side of Foothill Drive from the school to the City Limits, and a speed feedback sign on the east side of Foothill Drive located in the San Diego County jurisdiction $307,000 06/24/2025
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RANCHO MINERVA MIDDLE SCHOOL
Figure 10.15c – Area-Wide Improvements
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Vista Citywide Sidewalk Priority Plan
Appendix B - Prioritization Ranking Table by
Criteria
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Prioritization Ranking of Sidewalk Infill Projects (with all Criteria) Rank
Street Name

Project Mileage
Attractor Score
Generator Score
Equity Need
Pedestrian Collisions
Road Classifications
SRTS Project
High Injury Network
Location
Land Uses
Total Unadjusted
Missing Sides
Point Deduction
Adjusted Score
1 W. Los Angeles Dr / North Dr / Townsite Dr 0.2 4 3 1 1 3 3 3 2 20 1 0 20 2 W. California Ave / W. Los Angeles Dr 0.3 3 5 2 0 2 3 0 2 17 2 0 17 3 E. Vista Wy (E. Bobier / Foothill to Oak) 0.2 3 4 1 0 3 0 3 3 17 1 0 17 4 W. Bobier Dr (western boundary to Marabou Ln) 0.1 3 3 1 0 3 0 3 3 16 1 0 16 5 Eucalyptus Ave / Oceanview Dr / Park Ave 0.8 5 5 2 0 2 0 0 3 17 1 1 16 6 Olive Ave (Emerald to Goetting) 1.1 4 2 2 0 2 3 3 1 17 1 1 16 7 W. Vista Wy (Thunder to SR-78 WB ramp) 1.4 3 2 1 1 3 0 3 3 16 2 0 16 8 The Circle / Indiana Ave / Michigan Ave / E. Orange St / Washington St 0.7 5 5 2 0 0 0 0 3 15 2 0 15 9 Emerald Dr (Olive to southern boundary) 0.8 2 1 1 0 3 3 3 2 15 1 0 15 10 Hacienda Dr (Pomelo to La Tortuga) 0.3 1 3 2 0 3 0 3 3 15 1 0 15 11 Hanes Pl (Main to Broadway) 0.1 5 5 2 0 0 0 0 3 15 2 0 15 12 North Ave (western boundary to Melrose) 0.2 4 3 0 0 2 3 3 1 16 1 1 15 13 Plymouth Dr (Olive to Vista Village) 0.7 4 4 2 0 0 3 0 2 15 2 0 15 14 N. Santa Fe Ave (Osborne to Bobier) 0.9 3 2 1 0 3 0 3 3 15 1 0 15 15 E. Vista Wy (northern boundary to Taylor) 1.1 2 0 1 3 3 0 3 3 15 2 0 15 16 Alestar St / Eucalyptus Ave / Traci Ln 1.5 3 2 1 1 2 3 0 2 14 2 0 14 17 Cam Corto / Cam Patricia / Goetting Wy / Knoll Rd 1.2 5 4 2 0 0 0 0 3 14 2 0 14 18 Date St / Grapevine Rd 0.2 3 3 1 0 2 3 0 3 15 1 1 14 19 Orange St / Redlands St 0.1 5 5 3 0 0 0 0 3 16 1 2 14 20 Vale Terrace Dr (Vista Village to Foothill) 2.7 1 1 0 0 3 3 3 3 14 2 0 14 21 Ave Benito Juarez (Los Angeles to California) 0.2 5 5 3 0 0 0 0 2 15 1 2 13 22 Civic Center Dr (Crest View to Phillips) 0.2 3 1 0 0 3 0 3 3 13 1 0 13 23 Foothill Dr (Delpy View to Elm) 0.4 3 1 0 0 2 3 3 2 14 1 1 13 24 Mercantile St / Natal Wy / Pala Vista Dr / Rincon St 1.1 3 5 2 0 0 0 0 3 13 2 0 13 25 Morningside Dr / Oceanview Dr / Crest Dr / Terrace Dr 2.7 4 5 2 2 0 0 0 0 13 2 0 13 26 Sycamore Ave (Green Oak to Business Park) 0.8 1 3 2 0 3 0 3 1 13 1 0 13 27 Alvarado Terrace / Hillside Terrace / Palm Dr 1.5 4 3 2 0 0 0 0 3 12 2 0 12 28 Eaton Wy (east of N. Santa Fe) 0.2 5 5 2 0 0 0 0 0 12 2 0 12 29 Lemon Ave / Nevada Ave 0.5 5 3 2 0 0 0 0 2 12 1 0 12 30 Linda Vista Dr / Poinsettia Ave 2.3 1 3 2 0 2 0 3 1 12 2 0 12 31 Ave de Benito Juarez / Ave de la Plaza / Connecticut Ave / Calle Independencia 0.4 5 3 3 0 0 0 0 2 13 1 2 11 32 East Dr (North to N. Santa Fe) 0.4 3 4 1 0 0 0 0 3 11 2 0 11 33 Lado De Loma Dr / Eddie Dr / Peters Dr 0.5 3 3 1 0 2 0 0 2 11 2 0 11 06/24/2025
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Rank
Street Name

Project Mileage
Attractor Score
Generator Score
Equity Need
Pedestrian Collisions
Road Classifications
SRTS Project
High Injury Network
Location
Land Uses
Total Unadjusted
Missing Sides
Point Deduction
Adjusted Score
34 La Tortuga Dr (Hacienda to Breeze Hill) 0.2 3 5 2 0 0 0 0 3 13 1 2 11 35 Primrose Ave / Robellini Dr 0.3 1 3 1 0 0 0 3 3 11 2 0 11 36 California Ave / Citrus Ave / Indian Rock Rd 0.8 5 3 2 0 0 0 0 2 12 1 2 10 37 Cedar Rd (Westwood to W. Vista Wy) 0.3 4 4 2 0 0 0 0 2 12 1 2 10 38 Crescent Dr-Ln / Avalon Dr / Torole Cir 0.7 4 2 1 0 0 3 0 0 10 2 0 10 39 Melrose Wy / McGavrin Dr / Centennial Dr 0.9 3 1 1 0 2 3 0 0 10 2 0 10 40 Monte Vista Dr (S. Santa Fe to Valley) 1.3 2 2 1 0 2 3 0 0 10 2 0 10 41 Acateno Ave / Canaea St / Indian Rock Rd / Rhea Pl / Valerie Dr 1.4 3 2 2 0 0 0 0 2 9 2 0 9 42 Angeles Vista Dr / Kiva Ln / Knapp Dr / Manor Dr / Manton Wy 1.4 3 2 1 0 0 0 0 3 9 2 0 9 43 Cabrillo Cir / Newport Dr / Newport Terrace 0.7 3 3 1 0 0 0 0 2 9 2 0 9 44 Cocopah St / Ocotillo Dr / Spires St / Tatum St 0.5 3 3 3 0 0 0 0 0 9 2 0 9 45 Date St / Nettleton Rd 0.3 3 2 2 0 0 0 0 2 9 2 0 9
46 East Dr (N. Santa Fe to Citrus) 0.1 4 2 2 0 0 0 0 3 11 1 2 9 47 La Mirada Dr / Ash St / Fortune Wy 1.3 1 3 2 0 2 0 0 1 9 2 0 9 48 N. Santa Fe (northern boundary to Osborne) 0.5 1 2 2 0 2 0 0 3 10 1 1 9 49 Anns Wy / Copper Ave / Copper Dr / Iron Dr 0.9 2 2 1 0 0 0 0 3 8 2 0 8 50 Anza Ave (Ishihara to Nob) 0.3 2 1 2 3 0 0 0 2 10 1 2 8 51 Arcadia Ave / Laguna Dr / E. Taylor St 0.6 3 2 2 0 0 0 0 3 10 1 2 8 52 Avalon Dr / Orange Grove Ave 0.9 4 3 1 0 0 0 0 0 8 2 0 8 53 Blackbird Dr / Bobolink Dr / Indian Rock Rd / Marabou Ln / Moa Dr / Ricebird Dr / Toucan Dr / Starling Dr / Waxwing Dr

Project Mileage
Attractor Score
Generator Score
Equity Need
Pedestrian Collisions
Road Classifications
SRTS Project
High Injury Network
Location
Land Uses
Total Unadjusted
Missing Sides
Point Deduction
Adjusted Score
67 Hibiscus Ave / Plumosa Ave / Watson Wy 0.5 1 1 1 0 2 0 0 3 8 1 1 7 68 Keystone Wy / Liberty Wy / Scott St 1.3 1 3 2 0 0 0 0 1 7 2 0 7 69 Thibodo Rd / Edna Wy / Watson Wy 0.8 1 1 0 0 2 0 0 3 7 2 0 7 70 Alta Vista Dr / Beaumont Dr / Coventry Rd / Gerard Wy / Hilway Dr / Lexington Dr / Lynmar Ln / Tiger Tail Rd-Ln

Project Mileage
Attractor Score
Generator Score
Equity Need
Pedestrian Collisions
Road Classifications
SRTS Project
High Injury Network
Location
Land Uses
Total Unadjusted
Missing Sides
Point Deduction
Adjusted Score
99 Phillps St (Mar Vista to Meriwood) 0.2 2 0 0 0 0 0 0 3 5 1 2 3 100 Alta Vista Dr / Vale Terrace Pl 1.4 1 1 0 0 0 0 0 0 2 2 0 2 101 Clear Crest Cir / Cortez Ave 0.3 1 1 2 0 0 0 0 0 4 1 2 2 102 Goodwin Dr (northern boundary to Ahmu) 0.2 1 0 0 0 0 0 3 0 4 1 2 2 103 Mar Vista Dr (SR-78 EB ramp to Avocado) 0.8 1 1 0 0 0 0 0 0 2 2 0 2 104 Ridge Rd (western boundary to S. Melrose) 0.6 0 0 2 0 0 0 0 0 2 2 0 2 105 York Dr / El Dorado Ct 0.5 1 1 0 0 0 0 0 0 2 2 0 2
106 Alessandro Tr / Cam Loma Verde / Grandview Rd / Monte Mar Rd 1.4 0 0 1 0 0 0 0 0 1 2 0 1 107 Barsby St / Hawley Dr 0.8 1 0 0 0 0 0 0 0 1 2 0 1
108 Catalina Ave (Foothill to eastern boundary) 0.7 0 0 1 0 0 0 0 0 1 2 0 1 109 Edgehill Rd (Foothill to eastern boundary) 0.3 0 0 1 0 0 0 0 0 1 2 0 1 110 Foothill Dr / Old Foothill Dr / San Clemente Ave 1.3 0 0 1 0 0 0 0 0 1 2 0 1 111 Hedionda Ave / Sunset Dr 0.1 1 0 0 0 0 0 0 0 1 2 0 1 112 Mar Vista Dr (Buena Vista to SR-78 EB ramp) 2.2 0 0 0 1 0 0 0 0 1 2 0 1 113 Mar Vista Dr (Phillips to Bavaria) 0.2 1 0 0 0 0 0 0 0 1 2 0 1 114 Santa Clara Dr (Tylee to W. Vista Wy) 0.5 1 1 1 0 0 0 0 0 3 1 2 1 115 Vista Grande Dr / Warmlands Ave 1.0 0 0 1 0 0 0 0 0 1 2 0 1 116 Warmlands Ave (Vista Grande to Foothill) 2.3 0 0 1 0 0 0 0 0 1 2 0 1 117 Alta Mesa Dr / Beverly Dr / Mesa Verde Dr / Warmlands Ave 1.2 0 0 0 0 0 0 0 0 0 2 0 0 118 Buena Vista Dr (Sunset to S. Melrose) 0.7 0 0 0 0 0 0 0 0 0 2 0 0 119 Hilo Dr / Hilo Wy 0.5 0 0 0 0 0 0 0 0 0 2 0 0
120 Pomelo Dr / Alta Mira Ct 0.4 0 0 0 0 0 0 0 0 0 2 0 0 121 Woodland Dr / Yettford Rd 0.1 1 0 0 0 0 0 0 0 1 1 2 -1

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Vista Citywide Sidewalk Priority Plan
Appendix C - Vista Comprehensive Safety
Action Plan High Priority Projects
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6.0 Project Recommendations

V ISION
ZERO
#1 Emerald Drive (Olive Ave to Sky Haven Ln)

PROJECT DESCRIPTION
This project will improve a 1.5-mile segment of Emerald Drive, from Olive Avenue to the southern city boundary near Sky Haven Lane. Features of the project area include a 2-Lane Complete Street between Olive Avenue and Date Street, with six roundabouts and bicycle facility.

The countermeasures within the Complete Street section will include:
• Raised medians with landscaping, which will improve the streetscape and reduce conflicts with traffic in the opposing direction, between Olive Avenue and Lewis Street. • A Bicycle Boulevard which consists of a mix of Class II bike lane and enhanced/traffic calmed Class III bike route sections, between Olive Avenue and Lewis Street and a low-stress bicycling environment. • Roundabouts with bulb outs and splitter islands at six Emerald Drive intersections, including Silver Fox Lane, Ravine Road, Chasin Street, Galbar Street, Jonathan Place/Street, and Lewis Street/Timothy Place, to provide traffic calming along this section of the corridor and improved pedestrian crossings at these intersections. Additionally RRFB’s would be installed on the north and south leg of Silver Fox Place, north and south leg of Jonathon Place/Street, and the south leg of Lewis Street/Timothy Place. • Sidewalk infill along Emerald Avenue approximately between Olive Avenue and Candia Court, and between Wildflower Court and Galbar Street.

Outside of the Complete Street, the project area includes:
• Class II bike lanes along Emerald Drive from Lewis Street to Sky Haven Lane. • An RRFB pedestrian crossing at Emerald Drive and Emerald Hollow Dr to provide a traffic controlled crossing location near NCTD BREEZE bus stops.
• Sidewalk Infill between Hacienda Drive and Sky Haven Lane. • High visibility crosswalks and advance stop bar on all side street stop control crossings. • Additional recommendations to existing signalized intersections within the extents of this project are covered in Project #8 – Systemic Citywide Safety Improvement Project.

COST ESTIMATE
$20,855,000

CROSS SECTIONS

EMERALD DRIVE
(OLIVE AVE TO WEST DR)

TRAVEL LANE TRAVEL LANERAISED MEDIAN
CURB TO CURB (46’)CURB TO CURB (46’)
5’5’10’10’ 10’10’10’10’ 3’3’10’10’3’3’ 5’5’ 10’10’
RIGHT-OF-WAY (66’)RIGHT-OF-WAY (66’)

BUFFER SIDEWALKBIKE LANESIDEWALK BUFFERBIKE LANE

SOUTH EMERALD DRIVE
(EMERALD HOLLOW DR TO SKY HAVEN LN)
6’6’5’5’ 12’12’ 8’8’
CURB TO CURB (73’)CURB TO CURB (73’)
RIGHT-OF-WAY (88’)RIGHT-OF-WAY (88’)

TRAVEL LANETRAVEL LANE
12’12’

TRAVEL LANETRAVEL LANE PARKINGPARKINGSIDEWALKSIDEWALK BIKE LANEBIKE LANE 6’6’

BIKE LANEBIKE LANE
5’5’

SIDEWALKSIDEWALK

EMERALD DRIVE
(LEWIS ST TO WEST DR)

TRAVEL LANETRAVEL LANE TRAVEL LANETRAVEL LANE
CENTER

LEFT-TURN LANE
5’5’10’10’ 11’11’ 10’10’11’11’ 11’11’ 11’11’ 5’5’ 10’10’ CURB TO CURB (64’)CURB TO CURB (64’)
RIGHT-OF-WAY (84’)RIGHT-OF-WAY (84’)

SIDEWALKBIKE LANESIDEWALK BIKE LANE
A CB
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V ISION
ZERO
#1 Emerald Drive (Olive Ave to Sky Haven Ln)
See Appendix G
for details
See Appendix G
for details
Olive Av
Emerald Dr
Silver Fox Ln
Ravine Rd
Candia Ct
Emerald Dr
Borra Ct
Grant Ct
Chasin St
Wildﬂower Ct
Eldred Ln
Galbar St
Thomas St
Jonathan Pl
Jonathan St
Lewis St
Timothy Pl
Placita Suenos
Promenade Cir
Promenade Pl
Date st
West Dr
W Vista Way
Hacienda Dr
Sky Haven Ln
Emerald Dr
E m e r a l d H o l l o w D r

CITY OF VISTA

CITY OF OCEANSIDE

CITY OF VISTA

CITY OF

OCEANSIDE

CITY OF VISTA

CITY OF

OCEANSIDE
N
°
N
°
N°
Class III Bike Route
LEGEND
Raised Median
Roundabout
Bus Stop
Class II Bike Lane Sidewalk Inﬁll
RRFB, High Visibility Crosswalk & Median Refuge
Curb Extension
w/ ADA Curb Ramps
Existing Signalized Intersection w/ Modiﬁcations
(See Project #8)
High Visibility Crosswalk with Advanced Stop Bar
or Yield Markings
ADA Curb Ramp
See previous page for
Cross Section B
See previous
page for Cross
Section C
See previous
page for Cross
Section A
See Below LeftSee Below Left
See Ab
ove
Right
See
Above
R ight
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V ISION
ZERO
#2 Sycamore Avenue (Green Oak Rd to SR-78 EB ramps)

PROJECT DESCRIPTION
This project will modify a 0.7-mile segment of Sycamore Avenue, between the Green Oak Road and SR-78 eastbound ramps to include a sidewalk-adjacent Class IV bikeway. Improvements will include:
• A Class IV bikeway raised from the street and adjacent to the sidewalk along Sycamore Avenue. • A Pedestrian signal approximately 800’ west of Shadowridge Drive, providing a new traffic- controlled crossing location along Sycamore Avenue decreasing a quarter mile gap where there are no traffic-controlled crossings.
• Removal of utility infrastructure obstructions along both sides of Sycamore Avenue, which will ensure ADA accessibility along the sidewalk and unobstructed travel on the bikeway. • Additional recommendations to existing signalized intersections within the extents of this project are covered in Project #8 – Systemic Citywide Safety Improvement Project. • Curb ramps installed at several intersections where there are crossings to improve pedestrian accessibility.

COST ESTIMATE $10,016,000

CROSS SECTION

TRAVEL LANETRAVEL LANETRAVEL LANETRAVEL LANE TRAVEL LANETRAVEL LANETRAVEL LANETRAVEL LANERAISED MEDIANRAISED MEDIANTRAVEL LANETRAVEL LANE TRAVEL LANETRAVEL LANE 5’5’ 12.5’12.5’ 4.5’4.5’12’12’11’11’ 12’12’11’11’9.5’9.5’4.5’4.5’ 12’12’ 5’5’ RIGHT-OF-WAY (99’)RIGHT-OF-WAY (99’)
CURB TO CURB (80’)CURB TO CURB (80’)

SYCAMORE AVENUE
(GREEN OAK RD TO SR-78 EB RAMPS)

SIDEWALKSIDEWALK SIDEWALKSIDEWALKBIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
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V ISION
ZERO
#2 Sycamore Avenue (Green Oak Rd to SR-78 EB ramps)
See next page
for detail
See next page
for detail
Green O
ak Rd
Sycamore Av
Sycamore Av
Sycamore Av
Oleandar Av
Hibiscus Av
Watson Way
Shadowridge Dr
Thibodo Rd
I-78 EB
On Ramp
I-78 EB
Off Ramp
N
°
N°
N
°
ADA Curb
Ramps
Class IV
LEGEND
New Pedestrian
Signal
Existing Signalized Intersection
w/Modiﬁcations (See Project #8)
High Visibility Crosswalk(s)
with Advance Stop Bar
Eliminate Obstructions
in Sidewalk and Bikeway
Bus Stop
See previous page for
Cross Section
See Above Right
See Above Right
See Below LeftSee Below Left

CORRIDOR OVERVIEW MAP
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V ISION
ZERO
#2 Sycamore Avenue (Green Oak Rd to SR-78 EB ramps)

PLAN VIEW CONCEPT

SYCAMORE AVE

SYCAMORE AVE
R/W
5'

12.5'

11.5'

12.5'
10'
11'
12'
5'
10'1'

4.5'

THIBODO RD

SHADOWRIDGE DR

SHADOWRIDGE

DR THIBODO
RD

SYCAMORE AVE
R/W
R/W

12.5'
11'
12'
12'
11'
12'
5'

9.5'

4.5'

4.5'5'
LEGEND

PEDESTRIAN SIGNAL
EX. TRANSMISSION LINE
EX. STREET LIGHT

SYCAMORE AVE
2/28/2025
Sheet 1 of 1
N

MATCHLINE

SEE BELOW LEFT

MATCHLINE

SEE ABOVE RIGHT
High Visibility
Crosswalks
High Visibility
Crosswalks
ADA Curb
Ramps
ADA Curb
Ramps
Median
Refuge
Raised Class
IV Bike Path
Raised Class
IV Bike Path
Existing Raised Median
Removal of Utility Obstructions
Removal of Utility
Obstructions
Pedestrian Signal
See first page for
Cross Section
06/24/2025
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6.0 Project Recommendations

V ISION
ZERO
#3 East Vista Way (Northern City Boundary to Taylor St)

PROJECT DESCRIPTION
This project will improve a 0.7-mile segment of East Vista Way, north of Taylor Street to the City boundary, converting this corridor to a Complete Street with Class IV bikeway. Recommendations include:
• A Class IV bicycle facility, which will provide a space for bicyclists separated from motorist traffic with physical barriers.
• High visibility crosswalks and advance stop bars on all side street stop control crossing legs. • Sidewalk infill throughout the corridor to address sidewalk deficiencies and provide a continuous path of travel for pedestrians.
• Installation of ADA-compliant curb ramps at five existing intersections (Barsby Street, Warmlands Avenue, Corvalia Drive/Serra Drive, Old Taylor Street, and Taylor Street). • The addition of raised medians with landscaping throughout the corridor, which will improve the streetscape, manage access to commercial driveways, and reduce conflicts with traffic in the opposing direction.
• Additional recommendations to existing signalized intersections within the extents of this project are covered in Project #8 – Systemic Citywide Safety Improvement Project. • This project also includes the addition of a second northbound travel lane. • Installation of a new traffic signal at the intersection of East Vista Way and Old Taylor Street.

COST ESTIMATE $11,303,000

CROSS SECTIONS

EAST VISTA WAY
(CITY BOUNDARY TO WARMLANDS AVE, OLD TAYLOR ST TO TAYLOR ST) CURB TO CURB (59’)CURB TO CURB (59’)
6’6’5’5’ 10’10’11’11’ 2’2’11’11’2’2’ 6’6’ 5’5’
RIGHT-OF-WAY (69’)RIGHT-OF-WAY (69’)
11’11’

TRAVEL LANETRAVEL LANE TRAVEL LANETRAVEL LANERAISED MEDIANRAISED MEDIAN TRAVEL LANETRAVEL LANE SIDEWALKSIDEWALKBIKE LANEBIKE LANESIDEWALKSIDEWALK BIKE LANEBIKE LANE

BUFFERBUFFER

EAST VISTA WAY
(WARMLANDS AVE TO OLD TAYLOR ST)
BUFFER
8’8’5’5’ 10’10’11’11’ 3’3’11’11’ 5’5’ 10’10’11’11’ 8’8’ CURB TO CURB (73’)CURB TO CURB (73’)
RIGHT-OF-WAY (88’)RIGHT-OF-WAY (88’)

TRAVEL LANETRAVEL LANE TRAVEL LANETRAVEL LANERAISED MEDIANRAISED MEDIAN TRAVEL LANETRAVEL LANE SIDEWALKSIDEWALKBIKE LANEBIKE LANESIDEWALKSIDEWALK BIKE LANEBIKE LANE

PARKINGPARKING
6’6’

BUFFERBUFFER
A B
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V ISION
ZERO
See next page
for detail
See next page
for detail
Taylor St
E Vista Way
E Vista Way
Old Taylor St
Corvalla Dr
Warmlands Av
Barsby St
E Vista Way
Osborne St
N
°
N
°
N
°
See Below LeftSee Below Left
See Abo
ve
Rig
ht
See Above
Right
Class IV
LEGEND
Raised Median
Bus Stop
Additional
Northbound
Travel Lane
New Signal
Existing Signalized Intersection
w/Modiﬁcations (See Project #8)
Sidewalk Inﬁll
See previous page for
Cross Section A
See previous page for
Cross Section B
High Visibility Crosswalks with
Advance Stop Bars on applicable legs
ADA Curb Ramps

CITY OF VISTA

UNINCORPORATED

CORRIDOR OVERVIEW MAP
#3 East Vista Way (Northern City Boundary to Taylor St) 06/24/2025
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6.0 Project Recommendations

V ISION
ZERO
#3 East Vista Way (Northern City Boundary to Taylor St)

OLD TAYLOR ST

E VISTA WAY

BUS STOP LANDSCAPING TREATMENT

TO BE DETERMINED
R/W
R/W

PARKING

RAISED MEDIAN
5'3'
11'
10'
11'
14'
5'
5'
10'
5'3' 8'
11'
11'
10'
11'
6'
8'
5'
11'10'
5'
1'
LEGEND

TRAFFIC SIGNAL

E VISTA WAY

CONCEPTUAL EXHIBIT
2/7/2025
Sheet 1 of 1
N
0' 40' 80'
SCALE 1" = 40'

S SANTA FE AVE

SANTA ANITA PL

SANTA FE PL
10'
11'

10.5'
11'

10.5'
4'8' 8'
3'
4'

S SANTA FE AVE
12/11/2024
Sheet 1 of 1
P:\Project\2023.0717_Regional Vision Zero Action Plan\Report\Vista\High Priority Projects\9 - S Santa Fe Ave\Santa Fe Ave.dwg Plot: Lauren McKelvey Date: 12/11/2024 12:08:48 PM N
0' 50' 100'
SCALE 1" = 50'
LEGEND

TRAFFIC SIGNAL
Raised Median
Class IV Bike Lane
High Visibility
Crosswalks with
Advance Stop Bars
ADA curb
ramps
ADA curb
ramps
Class IV Bike Lane
See first page for
Cross Section B
Class IV Bike Lane
Parking Protected
Class IV Bike Lane
Additional North-
Bound Travel Lane
New Traffic Signal
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6.0 Project Recommendations

V ISION
ZERO

PROJECT DESCRIPTION
This project will transform a 1.8-mile segment of West Vista Way, between Thunder Drive (at the city boundary) and Melrose Drive to a 2-lane Complete Street with a two-way Class IV bikeway on the south side of the street. Improvements will include:
• A two-way Class IV bicycle facility on the south side of the street (replacing Class II bike lanes), that will provide a space for bicyclists which is physically separated from motorist traffic and, in the westbound direction, has significantly reduced conflict points. • Roundabouts, which will provide traffic calming along the corridor, will be added at nine intersections.
• High visibility crosswalks and advance stop bar on all side street stop control crossings. • Sidewalk infill along the north side of West Vista Way, to address sidewalk deficiencies and provide a continuous path of travel for pedestrians, and in sections along the south side of West Vista Way to make bus stops in the eastbound direction accessible.
• Sidewalk infill along Cedar Road, Nettleton Road, Grapevine Road and Hill Drive, to complete connections to West Vista Way.
• Curb ramps installed in locations where they are needed at street crossings. • The installation of raised medians with landscaping throughout the corridor, which will improve the streetscape and reduce conflicts with traffic in the opposing direction. • Additional recommendations to existing signalized intersections within the extents of this project are covered in Project #8 – Systemic Citywide Safety Improvement Project. #4 West Vista Way (Thunder Dr to N./S. Melrose Dr)

CROSS SECTIONS
W. VISTA WAY
(THUNDER DR TO SR-78 WB RAMPS)
10’10’ 14’14’ 12’12’3’3’ 5’5’
CURB TO CURB (49’)CURB TO CURB (49’)
RIGHT-OF-WAY (54’)RIGHT-OF-WAY (54’)

BUFFER TRAVEL LANETRAVEL LANE TRAVEL LANETRAVEL LANE SIDEWALKSIDEWALKFREEWAY WALL

FREEWAY
WALL

TWO-WAY CLASS IVTWO-WAY CLASS IV
10’10’

RAISED MEDIANRAISED MEDIAN
W. VISTA WAY
(CEDAR RD TO COPPER AVE, WHERE BUS STOPS ARE PRESENT)
10’10’ 14’14’ 12’12’3’3’ 5’5’
CURB TO CURB (49’)CURB TO CURB (49’)
RIGHT-OF-WAY (59-62’)RIGHT-OF-WAY (59-62’)

BUFFER TRAVEL LANETRAVEL LANE TRAVEL LANETRAVEL LANE SIDEWALKSIDEWALK 5-8’5-8’

SIDEWALKSIDEWALKFREEWAY
WALL

FREEWAY
WALL

TWO-WAY CLASS IVTWO-WAY CLASS IV
10’10’

RAISED MEDIANRAISED MEDIAN
A B

COST ESTIMATE
$25,724,000
4 06/24/2025
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6.0 Project Recommendations

V ISION
ZERO
See next page
for detail
Cedar Rd
Netteton Rd
W Vista Way
W Vista Way
W Vista Way
Emerald Dr
Huff St
Grapevine Rd
Hill Dr
Santa Barabara
Way
Copper Av
Brass Ln
N Melrose Dr
Durian St
Thunder Dr
S a n t a C lara D
r

CITY OF VISTA

CITY OF

OCEANSIDE
N
°
N
°
N
°
See Below LeftSee Below Left
See Above Right See Above Right
Two-Way
Class IV
LEGEND
Raised Median
Sidewalk Inﬁll Class II
Bike Lane
ADA Curb Ramps
Roundabout
High Visibility Crosswalk with
Advanced Stop Bar or Yield Markings
Bus Stop
See previous page
for Cross Section A
See previous page
for Cross Section B
Existing Signalized Intersection
w/Modiﬁcations (See Project #8)
Bike Signal

CORRIDOR OVERVIEW MAP
#4 West Vista Way (Thunder Dr to N./S. Melrose Dr)
06/24/2025
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V ISION
ZERO
10'

11.7'
14'

3.5'
12'
13'
10'
14'
12'
5'

RAISED MEDIAN

BUS STOP
R/W
R/W
14'
12'
W VISTA WAY 5'

FREEWAY WALL

W VISTA WAY
1/24/2025
Sheet 1 of 1
P:\Project\2023.0717_Regional Vision Zero Action Plan\Report\Vista\High Priority Projects\4 - W. Vista Wy\W Vista Way.dwg Plot: Roberto Ruiz-Salas Date: 1/24/2025 1:55:01 PM N
3'

GRAPEVINE RD
10'

11.7'
14'

3.5'
12'
13'
10'
14'
12'
5'

RAISED MEDIAN

BUS STOP
R/W
R/W
14'
12'
W VISTA WAY 5'

FREEWAY WALL

GRAPEVINE RD
#4 West Vista Way (Thunder Dr to N./S. Melrose Dr)

PLAN VIEW CONCEPT
High Visibility
Crosswalks
High Visibility
Crosswalks
Roundabout
Sidewalk
ADA curb
ramps
ADA curb
ramps
Two-Way
Class IV
Raised Buffer
Median
Refuge
Median
Refuge
Raised Median
See first page for
Cross Section A
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6.0 Project Recommendations

V ISION
ZERO

PROJECT DESCRIPTION
This project will convert a 1-mile segment of North Santa Fe Avenue, between Osborne Street and Bobier Drive to a 2-lane Complete Street with Class IV bike lanes. Improvements will include:
• Class IV bicycle facilities on both sides of the street, which will provide a space for bicyclists separated from motorist traffic with physical barriers. • High visibility crosswalks and advance stop bar on all side street stop control crossings. • Sidewalk infill in locations throughout the corridor where not present. • Installation of curb ramps in locations where they do not exist and needed at crossings. • Curb extensions to decrease crossing distances (at NE corner of Taylor Street, NW & SW corners of Knapp Drive, and NW & SW corners of Pond Place).
• Curb radius reduction on SE corner of Knapp Dr (50’ radius existing) to reduce the speeds at which vehicles turn around the corner.
• The installation of raised medians with landscaping throughout the corridor, which will improve the streetscape and reduce conflicts with traffic in the opposing direction. • Additional recommendations to existing signalized intersections within the extents of this project are covered in Project #8 – Systemic Citywide Safety Improvement Project.

CROSS SECTION

NORTH SANTA FE AVENUE
(OSBORNE ST TO BOBIER DR)

BUFFER BUFFER

TRAVEL LANETRAVEL LANE
12’12’

BIKE LANEBIKE LANE
6’6’

RAISED MEDIANRAISED MEDIAN
10’10’

SIDEWALKSIDEWALK
6’6’

SIDEWALKSIDEWALK
6’6’
CURB TO CURB (52’)CURB TO CURB (52’)
RIGHT-OF-WAY (72’)RIGHT-OF-WAY (72’)
3’3’ 3’3’
#5 North Santa Fe Avenue (Osborne St to W./E. Bobier Dr)

COST ESTIMATE
$7,918,000
5 06/24/2025
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6.0 Project Recommendations

V ISION
ZERO
See next page
for detail
See next page
for detail
N Santa Fe Av
N Santa Fe Av
N Santa Fe Av
Osborne St
Paseo Marguerita
Museum
Way
Taylor St
AdobeEstates Dr
Knapp Dr Pond Pl
Bobier Dr
Angeles Vista Dr
N°
N°
N°
ADA Curb Ramp
Class IV
LEGEND
Raised Median Bus Stop
Existing Signalized Intersection
w/Modiﬁcations (See Project #8)
High Visibility Crosswalks with Advance
Stop Bars on applicable legs
Sidewalk Inﬁll
Curb Extension
w/ ADA Curb Ramp
Curb Radius Reduction
See previous page
for Cross Section
See Below LeftSee Below Left
See Above Right
See Ab
ove
Right

CORRIDOR OVERVIEW MAP
#5 North Santa Fe Avenue (Osborne St to W./E. Bobier Dr) 06/24/2025
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VISTA COMPREHENSIVE SAFETY ACTION PLAN

6.0 Project Recommendations

V ISION
ZERO

PLAN VIEW CONCEPT
#5

N SANTA FE AVE
11'

11.5'

11.5'
7' 4'
11'
13'
4' 4'15'
10'
12'
12'
12'
3' 7'
8'

ADOBE ESTATES DR

RAISED MEDIAN

TAYLOR ST

PARKING
R/W
R/W

RAISED MEDIAN
7'7'

N SANTA FE AVE
1/16/2025
Sheet 1 of 1
P:\Project\2023.0717_Regional Vision Zero Action Plan\Report\Vista\High Priority Projects\5 - N Santa Fe Ave\N Santa Fe Ave.dwg Plot: Lauren McKelvey Date: 1/16/2025 2:56:50 PM N
LEGEND

TRAFFIC SIGNAL

N SANTA FE AVE
11'

11.5'

11.5'
7' 4'
11'
13'
4' 4'15'
10'
12'
12'
12'
3' 7'
8'

ADOBE ESTATES DR

RAISED MEDIAN

TAYLOR ST

PARKING
R/W
R/W

RAISED MEDIAN
7'7'

TRAFFIC SIGNAL
North Santa Fe Avenue (Osborne St to W./E. Bobier Dr)
Raised Median
Curb Extension With
ADA Curb Ramps
Class IV Bike Lane
Class IV Bike Lane
High Visibility Crosswalk
with Advance Stop Bar
ADA Curb
Ramp
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V ISION
ZERO

HACIENDA DRIVE
(0.1 MILES EAST OF LA TORTUGA DR TO S. MELROSE DR, EMERALD DR TO COSTCO DWY (W))

TRAVEL LANETRAVEL LANE TRAVEL LANETRAVEL LANERAISED MEDIAN CURB TO CURB (64’)CURB TO CURB (64’)
5’5’5’5’ 10.5’10.5’ 11’11’11’11’ 11’11’ 10.5’10.5’ 5’5’ 5’5’ RIGHT-OF-WAY (74’)RIGHT-OF-WAY (74’)

SIDEWALKBIKE LANESIDEWALK BIKE LANE

PROJECT DESCRIPTION

CROSS SECTIONS
BUFFER
BIKE

LANE BUFFER

TRAVEL LANETRAVEL LANE BIKE

LANERAISED MEDIAN

HACIENDA DRIVE
(EMERALD DR TO S. MELROSE DR)
11’11’ 3’3’11’11’ 5’5’3’3’5’5’ 10’10’
CURB TO CURB (63’)CURB TO CURB (63’)
5’5’ 5’5’
RIGHT-OF-WAY (73’)RIGHT-OF-WAY (73’)

7.5’

PARKING SIDEWALKSIDEWALKSIDEWALKSIDEWALK

7.5’

PARKING
#6 Hacienda Drive (S. Emerald Dr to S. Melrose Dr)
A B

COST ESTIMATE
$6,841,000
6 This project will transform a 1.6-mile segment of Hacienda Drive, between S. Emerald Drive and S.

Melrose Drive, converting much of the corridor to a 2-lane Complete Street with Class IV bikeway.

Improvements include:
• A Class IV bicycle facility along the sections of the roadway that are two-lane, which will provide a space for bicyclists separated from motorist traffic with physical barriers. • Addition of Class II where Class IV cannot fit due to constraints, to provide a designated area exclusive for bicyclists separated from motorist traffic. • High visibility crosswalks and advance stop bars on all side street stop control crossings. • Sidewalk infill on the north side between 700 feet west of Pomelo Drive and 911 Hacienda Drive to address sidewalk deficiency and provide a continuous path of travel for pedestrians. • Installation of ADA-compliant curb ramps in crossing locations at Evelyn Lane, Pomelo Drive, and Breeze Hill Road.
• Curb extensions with ADA compliant ramps to decrease crossing distances (at SW & SE corners of Hacienda Drive/Pomelo Drive, SW corner of Hacienda Drive/Breeze Hill Road, and SW & SE corners of Hacienda Drive/La Tortuga Drive).
• The installation of raised medians with landscaping along much of the corridor, which will improve the streetscape and reduce conflicts with traffic in the opposing direction. • An RRFB pedestrian crossing with median refuge will be installed 250’ west of the Evelyn Lane east driveway, to provide a place where pedestrians can cross the street with high visibility to yielding motorists.
• Additional recommendations to existing signalized intersections within the extents of this project are covered in Project #8 – Systemic Citywide Safety Improvement Project. 06/24/2025
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V ISION
ZERO
See next page
for detail
See next page
for detail
Emerald Dr
Hacienda Dr
Hacienda Dr
Hacienda Dr
Carriage Cir
Providence D
r
Pomelo Dr
La Tortuga Dr
Melrose Dr
BreezeHill Rd
Class III Bike Route
N
°
N
°
N
°
RRFB, High Visibility Crosswalk, and Median Refuge
Curb Extension
w/ ADA Curb Ramps
LEGEND
Raised Median
Existing Signalized Intersection w/ Modiﬁcations
(See Project #8)
High Visibility Crosswalks with Advance Stop Bars
on applicable legs
Class II Bike Lane Sidewalk Inﬁll
ADA Curb Ramps
Class IV
Travel Lane RemovalExisting Bike Facility
See previous page for
Cross Section B
See previous page for
Cross Section A
See Below Left
See Below Left
See Ab
ove
Right
See Ab
ove
Right

CORRIDOR OVERVIEW MAP
#6 Hacienda Drive (S. Emerald Dr to S. Melrose Dr)
06/24/2025
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6.0 Project Recommendations

V ISION
ZERO

PLAN VIEW CONCEPTS
#6 Hacienda Drive (S. Emerald Dr to S. Melrose Dr)
R/W

HACIENDA DR

POMELO DR

RAISED MEDIAN
6'
11'
11'
6' 5'
6'
3'12.5'

20.5'

12.5'3'
6'
11'
11'
3'
6'
6'
5'
R/W

HACIENDA DR

EASTERLY

APARTMENT
DWAY

PARKING

RAISED MEDIAN

PARKING PARKING

PARKING

RAISED MEDIAN
5'3' 7.5'
11'
10'
11'

7.5'3'
5'
8'
11'
9'
11'
8'
3'
5'3' 5'
LEGEND

RRFB CROSSING

HACIENDA DR

CONCEPTUAL EXHIBIT
2/7/2025
Sheet 1 of 1
N
0' 50' 100'
SCALE 1" = 50'
R/W

HACIENDA DR

POMELO DR

RAISED MEDIAN
6'
11'
11'
6' 5'
6'
3'12.5'

20.5'

12.5'3'
6'
11'
11'
3'
6'
6'
5'
R/W

HACIENDA DR

EASTERLY

APARTMENT
DWAY

PARKING

RAISED MEDIAN

PARKING PARKING

PARKING

RAISED MEDIAN
5'3' 7.5'
11'
10'
11'

7.5'3'
5'
8'
11'
9'
11'
8'
3'
5'3' 5'
LEGEND

RRFB CROSSING

HACIENDA DR

CONCEPTUAL EXHIBIT
2/7/2025
Sheet 1 of 1
N
0' 50' 100'
SCALE 1" = 50'

S SANTA FE AVE

SANTA ANITA PL

SANTA FE PL
10'
11'

10.5'
11'

10.5'
4'8' 8'
3'
4'

TRAFFIC SIGNAL
ADA curb ramps
Median Refuge
High Visibility Crosswalk
Raised Median
Parking Protected
Class IV Bike Lane
Curb Extensions
Parking Protected
Class IV Bike Lane
Raised Median
Curb extensions with
ADA curb ramps
ADA curb ramps
High Visibility Crosswalks
with Advance Stop Bars
Class IV Bike Lane
Class IV Bike Lane
See first page for
Cross Section B
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6.0 Project Recommendations

V ISION
ZERO
This project will provide intersection traffic control, pedestrian facilities, bicycle facilities and traffic calming on various collector and local streets in the Townsite neighborhood of Vista. The project area is bound between North Santa Fe Avenue to the west, Vista Village Drive/East Vista Way to the east, and Bobier Drive to the north. The recommendations include:
• One roundabout with bulb outs and splitter islands at Citrus Avenue & East Drive. • The addition of all-way stop control at Lemon Avenue & Nevada Avenue and Indian Rock Road & Citrus Avenue.
• Side street stop control at Indiana Avenue & The Circle, and Orange Street & The Circle. • Sidewalk infill on various blocks, including most of Anza Avenue. • Class III bike route with traffic calming along Indian Rock Road, Citrus Avenue and Anza Avenue. • A raised crosswalk with Rapid Rectangular Flashing Beacons at a midblock location on Citrus Avenue (between East Drive and Townsite Drive).
• Raised crosswalks at Palm Drive & Alvarado Terrace, and Citrus Avenue and Cananea Street. • Improved alignment of intersection approach along The Circle at Indiana Avenue and at Orange Street. • Curb extensions at multiple locations in the project area. • High visibility crosswalks at numerous locations in the project area. • ADA compliant curb ramps where not present at street crossings.

CROSS SECTIONS

PROJECT DESCRIPTION
#7 Townsite Phase II

E INDIAN ROCK ROAD
(CANANEA ST TO N CITRUS AVE)
11’11’11’11’8’8’
CURB TO CURB (30’)CURB TO CURB (30’)
RIGHT-OF-WAY (50-60’)RIGHT-OF-WAY (50-60’)

SIDEWALKSIDEWALK TRAVEL LANETRAVEL LANETRAVEL LANETRAVEL LANEPARKINGPARKING 5’

ANZA AVENUE
(BOBIER DR TO TOWNSITE DR)
11’11’11’11’
CURB TO CURB (22’)CURB TO CURB (22’)
5’
RIGHT-OF-WAY (40’)RIGHT-OF-WAY (40’)

SIDEWALKSIDEWALK TRAVEL LANETRAVEL LANETRAVEL LANETRAVEL LANE A B

COST ESTIMATE
$7,118,000
7 06/24/2025
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6.0 Project Recommendations

V ISION
ZERO

PROJECT OVERVIEW MAP
#7 Townsite Phase II

E INDIAN ROCK RD

E EAST DR

CANANEA ST

N CITRUS AV

APOLLO DR

LEMON AV

NEVADA AV

N INDIANA AV

EATON WY

E CALIFORNIA AV

W ORANGE ST

MASSACHUSETTS AV

E ORANGE ST

PALM DR

WASHINGTON ST

PORTOLA ST

CORTEZ AV

RHEA PL
THE
CIRCLE

ANZA AV

CABR IL L O C R

NEW P O RT DR

H ILLS ID E TR

E VISTA WY

E BOBIER DR

TOWNSITE DR

N SANTA FE AVE

VISTA VILLAGE DR

FOOTHILL DR

ANZA AV

W LO S A N G ELES DR

VALE TERRACE D R
0 1/41/8 Miles
Class III Bike Route
RRFB*
Curb Extensions
w/ ADA Curb Ramps
LEGEND
High Visibility Crosswalk(s) with Advanced
Stop Bar or Yield Markings
Sidewalk Inﬁll
Corridor Improvements
Crossing Improvements
ADA Curb Ramps
Speed HumpRaised Crossing*
RoundaboutNew Stop Sign
* Includes High Visibility Crosswalk(s)
See previous page for
Cross Section B
See previous page for
Cross Section A
See Appendix G for design details
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6.0 Project Recommendations

V ISION
ZERO

PROJECT DESCRIPTION
#8
Systemic Citywide Safety Improvement Project
(all City-controlled signals, 110 signals)

COST ESTIMATE
$18,783,000
This project will improve all City-controlled signals for pedestrians, drivers, and cyclists. Improvements at all 110 signals, shown on the overview map on the following page, include:

Base Countermeasures – applied at all 110 signalized intersections. • Reflective Backplate on Traffic Signal Heads
• High Visibility Crosswalks & Advanced Stop Bars, if conditions are not present (except near freeways or undeveloped areas) • Curb Ramps, if conditions are not present
• Curb Extensions, if conditions are not present and space is available
• Audible/Accessible Pedestrian Signals
• Countdown Pedestrian Signal Heads
Vehicular Injury Countermeasures – applied at 16 signalized intersections which experienced a high number of severe or fatal injury vehicular-only collisions in the past five years. • Protected Left-Turn Phases, if conditions are not present • Add/Realign Signal Heads so there is one per through travel lane, if conditions are not present
Pedestrian Injury Countermeasures - applied at 12 signalized intersections which experienced a severe or fatal injury pedestrian-involved collisions in the past five years.
• Lead Pedestrian Intervals
Note: There are four signalized intersections that will receive both the vehicular injury and pedestrian injury countermeasures. 8 Citywide
Vehicle & Pedestrian Injury
Locations
• S. Melrose Dr & Hacienda Dr
• S. Santa Fe Ave & Civic Center Dr
• Vista Village Dr & N. Santa Fe Ave
• W. Vista Way & Melrose Dr
Vehicular Injury Locations
• E. Vista Way & Civic Center Dr
• E. Vista Way & Bobier Dr/Foothill Dr
• Emerald Dr & W. Vista Way
• Emerald Dr & Hacienda Dr
• N. Santa Fe Ave & N. Coast Church
Dwy
• N. Santa Fe Ave & Bobier Dr
• S. Melrose Dr & Park Center Dr
• S. Melrose Dr & Shadowridge Dr
• Sycamore Ave & Business Park Dr
• Sycamore Ave & Shadowridge Dr
• W. Vista Way & Vista Village Dr
• Sycamore Ave & S. Melrose Dr
Pedestrian Injury Locations
• E. Vista Way & Monte Mar Rd
• E. Vista Way & Townsite Dr
• N. Melrose Dr & Olive Ave
• N. Santa Fe Ave & East Dr
• N. Santa Fe Ave & California Ave
• Sycamore Ave & Thibodo Ave/
Plumosa Ave
• Sycamore Ave & University Dr
• Vista Village Dr & Wave Dr
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V ISION
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OVERVIEW MAP
#8
Systemic Citywide Safety Improvement Project
(all City-controlled signals, 110 signals)
0 10.5 Miles
W Vista Way
Emerald Dr
Olive Ave
E Bobier Dr
E Vista Way
N Santa Fe Ave
S Santa Fe Ave
S Melrose Dr
Cannon Rd
Hacienda Dr
78 San Diego
County
San
Marcos
Oceanside
Vale Terrace Dr
Monte Vista Dr
Foothill Dr
Sunset Dr
Faraday Ave
Sycamore Ave
C iv ic C enter Dr
S h a d o w r i d g e D r
N M
elrose D r
Business P a r k Dr
Base Countermeasures at All City-Controlled
Signalized Intersections
• Reflective Backplate on Traffic Signal Head
• High Visibility Crosswalks & Advanced Stop Bars*
• Curb Ramps*
• Curb Extensions*, if space is available
• Audible/Accessible Pedestrian Signals*
• Countdown Pedestrian Signal Heads*
Vehicular & Pedestrian Injury Countermeasures
• Lead Pedestrian Interval
• Protected Left-Turn Phases*
• Add/Realign Signal Heads*
• Plus all Base Countermeasures
Vehicular Injury Countermeasures
• Protected Left-Turn Phases*
• Add/Realign Signal Heads*
• Plus all Base Countermeasures
Pedestrian Injury Countermeasures
• Lead Pedestrian Interval
• Plus all Base Countermeasures
* If conditions are not currently present
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PROJECT DESCRIPTION

COST ESTIMATE
This project will seek to transform a 1.2-mile segment of South Santa Fe Avenue, east of Civic Center Drive to a four-lane major arterial with Class IV bikeway. Improvements will include:
• The installation of raised medians with landscaping throughout the corridor, which will improve the streetscape, manage access to commercial driveways, and reduce conflicts with traffic in the opposing direction.
• A separated Class IV bicycle facility, which will provide a space for bicyclists separated from motorist traffic with physical barriers. On-street parking will be removed to accommodate the bikeway. • High visibility sidewalks with an advance stop bar on four side-street stop-controlled intersections (three of those intersections, as well as the signalized intersection of Postal Way will be improved with curb extensions to decrease crossing distances).
• The northeastern corner of South Santa Fe Avenue and Monte Vista Drive will be modified to reduce the wide corner radius, enabling a shorter pedestrian crossing distance and encouraging slower westbound right-turning traffic speeds.
• A new traffic signal with high visibility crosswalks at Santa Anita Place. • ADA-compliant curb ramps on six locations along the project area. • Additional recommendations to existing signalized intersections within the extents of this project are covered in Project #8 – Systemic Citywide Safety Improvement Project. $9,710,000
#9 South Santa Fe Avenue (Civic Center Dr to Montgomery Dr)

CROSS SECTION
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V ISION
ZERO
See next page
for detail
Signal to control
both intersections
Civic Center Dr Sa
nta Anita Pl
San
ta
Fe
Pl Postal W
ay
M
onte Vista Dr
Servi
ce
Pl
S. Santa Fe Ave
S. Santa Fe Ave
Cypress D
r
M
ar Vista Dr
S. Santa Fe Ave
Montgomery Dr
See previous page
for Cross Section
N
°
N
°
N°
Curb Extension w/ ADA Curb Ramp
Curb Radius Reduction
ADA Curb Ramp
Class IV
LEGEND
Raised Median
New Signal
High Visibility Crosswalk
with Advance Stop Bar
Existing Signalized Intersection
w/Modiﬁcations (See Project #8)
Bus Stop
S ee
B el ow
Left
See Below Left
See Ab
o ve
R ight
See A
b ov
e R ight
#9

CORRIDOR OVERVIEW MAP
South Santa Fe Avenue (Civic Center Dr to Montgomery Dr) 06/24/2025
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PLAN VIEW CONCEPT

S SANTA FE AVE

SANTA ANITA PL

SANTA FE PL
10'
11'

10.5'
11'

10.5'
8'
8'
3'
4'
R/W
R/W
4'
TSTS

S SANTA FE AVE
2/7/2025
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P:\Project\2023.0717_Regional Vision Zero Action Plan\Report\Vista\High Priority Projects\9 - S Santa Fe Ave\S Santa Fe Ave.dwg Plot: Ana Garate Date: 2/7/2025 12:27:05 PM N
#9 South Santa Fe Avenue (Civic Center Dr to Montgomery Dr) Curb extensions with
ADA curb ramp
Raised Median
Raised Median
Class IV Bike Lane
Class IV Bike Lane
New Traffic Signal
Curb extensions with
ADA curb ramp
High Visibility
Crosswalk with
Advance Stop Bar
High Visibility Crosswalks
with Advance Stop Bar
See first page for
Cross Section
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PROJECT DESCRIPTION

CROSS SECTION

VALE TERRACE DRIVE
(PONDEROSA DR TO FOOTHILL DR)
CURB TO CURB (40’)CURB TO CURB (40’)
6’6’5’5’ 11’11’ 3’3’11’11’3’3’ 6’6’ 5’5’
RIGHT-OF-WAY (50’)RIGHT-OF-WAY (50’)

TRAVEL LANETRAVEL LANE TRAVEL LANETRAVEL LANE SIDEWALKSIDEWALKBIKE LANEBIKE LANESIDEWALKSIDEWALK BIKE LANEBIKE LANE

BUFFERBUFFER
#10 Vale Terrace Drive (E. Vista Wy to San Clemente Ave)

COST ESTIMATE
$14,354,000
10 This project was initially conceived as a part of the Rancho Minerva Middle School Safe Routes to School Plan to improve conditions for student walking and bicycling to school. It will transform a 1.8-mile segment of Vale Terrace Drive, between East Vista Way and San Clemente Avenue to add sidewalks, roundabouts and a Class IV bikeway. Improvements will include:
• A series of roundabouts with bulb outs and splitter islands will provide improved traffic calming along the corridor. Roundabouts will be added at four locations, including Williamston Street, Vale Terrace Place, Alta Mesa Drive and Warmlands Avenue. There is one existing roundabout along the corridor at Ponderosa Drive.
• A separated Class IV bicycle facility, which will provide a space for bicyclists separated from motorist traffic. This will require some widening of Vale Terrace Drive east of Vale Terrace Place.
• High visibility crosswalks and advance stop bar on all side street stop control crossings. • Sidewalk infill along the north side of the Vale Terrace Drive, and in some sections along the south side.
• The addition of curb ramps at several intersections where they are needed at street crossings for new roundabouts and new sidewalk areas to improve pedestrian accessibility.
• An all-way stop will be added at the Brengle Terrace Park primary entrance on Vale Terrace Drive (presently, this intersection is only stop controlled from the park entrance). A crosswalk on the north leg will also be added to this intersection. • Additional recommendations to East Vista Way and Vale Terrace Drive signalized intersection are covered in Project #8 – Systemic Citywide Safety Improvement Project.
• Curb extension and high-visibility crosswalk on Vale Terrace Drive at Brengle Terrace Park second entrance and Vale Terrace Place.
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See next page
for detail
Vale Terrace Dr
Vale Terrace Dr
Vale Terrace Dr
Foothill Dr
Foothill Dr
San Clem
e n te A v
Warmlands Av
Upland Dr
Pointer Ln
A l t a M e s a D r
Vale
Terrace Pl
Jim Porter Pkwy
P o n d e r o s a D
r
W
il lia
m s t o n S t
E Vista Way
Stephanie
Ln
N
°
N
°
N°
All-Way Stop
ADA Curb Ramps
Curb Extension w/ ADA Curb Ramps
Class IV
LEGEND
Roundabout
Existing Signalized Intersection
w/Modiﬁcations (See Project #8)
High Visibility Crosswalk with
Advanced Stop Bar or Yield Markings
Sidewalk Inﬁll
Bus Stop
See Below Left
See Above Right
See Above
Right
See Below Left

CORRIDOR OVERVIEW MAP
#10 Vale Terrace Drive (E. Vista Wy to San Clemente Ave) 06/24/2025
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PLAN VIEW CONCEPT

VALE TERRACE DR
11'
6'
8'
11'
4'6'
11'
4' 6'
8'
11'
4' 6'
15'15'
11'11'
8'
8'

UPLAND DR

ALTA MESA DR
4'
R/W

RETAINING CURB/WALL

VALE TERRACE DR
1/6/2025
Sheet 1 of 1
P:\Project\2023.0717_Regional Vision Zero Action Plan\Report\Vista\High Priority Projects\10 - Vale Terrace\Vale Terrace.dwg Plot: Roberto Ruiz-Salas Date: 1/6/2025 9:09:07 AM N
#10 Vale Terrace Drive (E. Vista Wy to San Clemente Ave) Class IV Bike Lane
High Visibility
Crosswalk
Median
Refuge
Roundabout
ADA curb
ramps
Class IV Bike Lane
See first page for
Cross Section
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Vista Citywide Sidewalk Priority Plan
Appendix D - High Priority Project Engineering
Level Cost Estimates
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Vista Sidewalk Evaluation and Prioritization
Order of Magnitude Construction Cost
Project 1 - W. Los Angeles Dr / North Dr / Townsite Dr
Segment Name Length of Segment (LF)
Segment 1 - North Ave (north side of street) from Melrose Dr to 140' west of Waxwing Dr 543
Segment 1 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 1980 SF 20.00$ 39,600.00$ Curb and Gutter 396 LF 55.00$ 21,780.00$ Asphalt 62 TON 325.00$ 20,150.00$
Class II AB 30 CY 150.00$ 4,500.00 $ Sawcut, Remove and Dispose of Existing AC Pavement and
Base. 1584 SF 5.50$ 8,712.00$
Concrete Driveway and AC tie-in to existing property 3 EA 9,000.00$ 27,000.00 $ Curb Ramps 0 EA 9,000.00$ - $
Cross Gutter 0 SF 25.00$ - $
Inlet Replacement 0 EA 16,000.00$ - $
Utility Adjustments 0 EA 2,000.00$ - $ Aboveground Cabinet Relocation 0 EA 10,000.00$ - $ Remove and Relocate Sign and Post 4 EA 500.00$ 2,000.00 $ Remove and Relocate Fence 0 LF 100.00$ - $ Fire Hydrant Relocation 0 EA 5,000.00$ - $ Retaining Walls 0 LF 510.00$ - $
Retaining Walls (H>6') 0 LF 1,000.00$ - $ Relocate Mailbox 1 EA 1,055.00$ 1,055.00 $ Property R/W Encroachment 0 EA -$
Utility Pole Relocation 3 EA 20,000.00$ 60,000.00 $ Sub-Total 184,797.00$
Segment Name Length of Segment (LF)
Segment 2 - W Los Angeles Dr (north side of street) from 470' east of Avenida de Benito Juarez to 350' west of N Santa Fe Ave 249 Segment 2 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 770 SF 20.00$ 15,400.00$ Curb and Gutter 154 LF 55.00$ 8,470.00$ Asphalt 24 TON 325.00$ 7,800.00 $
Class II AB 12 CY 150.00$ 1,800.00 $ Sawcut, Remove and Dispose of Existing AC Pavement and
Base. 616 SF 5.50$ 3,388.00$
Concrete Driveway and AC tie-in to existing property 5 EA 9,000.00$ 45,000.00 $ Curb Ramps 2 EA 9,000.00$ 18,000.00 $ Cross Gutter 0 SF 25.00$ - $
Inlet Replacement 2 EA 16,000.00$ 32,000.00 $ Utility Adjustments 0 EA 2,000.00$ - $ Aboveground Cabinet Relocation 0 EA 10,000.00$ - $ Remove and Relocate Sign and Post 4 EA 500.00$ 2,000.00 $ Remove and Relocate Fence 0 LF 100.00$ - $ Fire Hydrant Relocation 0 EA 5,000.00$ - $ Retaining Walls 0 LF 510.00$ - $
Retaining Walls (H>6') 0 LF 1,000.00$ - $ Construct Handrail 0 SF 220.00$ - $ Relocate Mailbox 0 EA 1,055.00$ - $
Property R/W Encroachment 0 EA -$
Utility Pole Relocation 2 EA 20,000.00$ 40,000.00 $ Sub-Total 173,858.00$
Segment Name Length of Segment (LF)
Segment 3 - Townsite Dr (north side of street) from 375' east of Indian Rock Rd to Newport Dr 480
Segment 3 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 1435 SF 20.00$ 28,700.00$ Curb and Gutter 287 LF 55.00$ 15,785.00$ Asphalt 45 TON 325.00$ 14,625.00$
Class II AB 22 CY 150.00$ 3,300.00 $ Sawcut, Remove and Dispose of Existing AC Pavement and
Base. 1148 SF 5.50$ 6,314.00$
Concrete Driveway and AC tie-in to existing property 10 EA 9,000.00$ 90,000.00$ Curb Ramps 0 EA 9,000.00$ -$
Cross Gutter 0 SF 25.00$ -$
Inlet Replacement 0 EA 16,000.00$ -$
Utility Adjustments 1 EA 2,000.00$ 2,000.00$ 06/24/2025
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Aboveground Cabinet Relocation 0 EA 10,000.00$ -$
Remove and Relocate Sign and Post 0 EA 500.00$ -$
Remove and Relocate Fence 0 LF 100.00$ -$
Fire Hydrant Relocation 0 EA 5,000.00$ -$
Retaining Walls 0 LF 510.00$ -$
Retaining Walls (H>6') 98 LF 1,000.00$ 98,000.00$
Relocate Mailbox 0 EA 1,055.00$ -$
Relocate Street Light 0 EA 12,000.00$ -$
Property R/W Encroachment 0 EA -$
Utility Pole Relocation 2 EA 20,000.00$ 40,000.00$
Sub-Total 298,724.00$
Project 1 Segment Sub-Totals
Segment 1 - North Ave (north side of street) from Melrose Dr to 140' west of Waxwing Dr 184,797.00$ Segment 2 - W Los Angeles Dr (north side of street) from 470' east of Avenida de Benito Juarez to 350' west of N Santa Fe Ave 173,858.00$ Segment 3 - Townsite Dr (north side of street) from 375' east of Indian Rock Rd to Newport Dr 298,724.00$ Project 1 Sub-Total 657,379.00$
General Items
Demolition
(4%) 26,295.16$
Mobilization (5%) 32,868.95$
Maintainance of Schedule (2%) 13,147.58$
Erosion Control (3%) 19,721.37$
Construction Staking (8%) 52,590.32$
Traffic Control (2%) 13,147.58$
Sub-Total 157,770.96$
Construction Items
Total Construction Item Cost 815,149.96$
Construction Item Contin
gencies (30%) 244,544.99$
Total (Construction Items & Contingencies) Cost 1,059,694.95$ Preliminary Engineering (PE)
Environmental Studies and Permits
(PA&ED) (5%) 53,000.00$
Plans, Specifications and Estimates (PS&E) (20%) 212,000.00$ Total PE Cost 265,000.00$
Right of Way (RW)
Ri
ght of Way Engineering (2%) 22,000.00$
Acquisitions and Utilities (1%) 11,000.00$
Total RW Cost 33,000.00$
Total Pre-construction Costs (PE+RW) 298,000.00$
Construction Engineering (CE)
Construction Engineering (10%) 106,000.00$
Total CE Cost 106,000.00$
Total Project Cost (Total Construction Items & Contingencies Cost + Total PE+RW Costs + CE Cost) 1,463,694.95$ 06/24/2025
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Vista Sidewalk Evaluation and Prioritization
Order of Magnitude Construction Cost
Project 2 - W. California Ave / W. Los Angeles Dr
Segment Name Length of Segment (LF)
Segment 1 - W Los Angeles Dr (north side of street) from 75' east of Swallow Dr to Swallow D r 75
Segment 1 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 380 SF 20.00$ 7,600.00$ Curb and Gutter 76 LF 55.00$ 4,180.00$ Asphalt 12 TON 325.00$ 3,900.00$
Class II AB 6C Y 150.00$ 900.00$
Sawcut, Remove and Dispose of Existing AC Pavement and Base. 304 SF 5.50$ 1,672.00$ Concrete Driveway and AC tie-in to existing property 0 EA 9,000.00$ -$ Curb Ramps 1E A 9,000.00$ 9,000.00$
Cross Gutter 0S F 25.00$ -$
Inlet Replacement 0 EA 16,000.00$ -$
Utility Adjustments 0 EA 2,000.00$ -$ Aboveground Cabinet Relocation 0 EA 10,000.00$ -$ Remove and Relocate Sign and Post 3 EA 500.00$ 1,500.00$ Remove and Relocate Fence 0 LF 100.00$ -$ Fire Hydrant Relocation 0 EA 5,000.00$ -$ Retaining Walls 0L F 510.00$ -$
Retaining Walls (H>6') 0 LF 1,000.00$ -$ Relocate Mailbox 0 EA 1,055.00$ -$
Property R/W Encroachment 0 EA -$
Utility Pole Relocation 0 EA -$
Sub-Total 28,752.00$
Segment Name Length of Segment (LF)
Segment 2 - W Los Angeles Dr (north side of street) from Swallow Dr to W Los Angeles Dr 250
.

Segment 2 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 1155 SF 20.00$ 23,100.00$ Curb and Gutter 231 LF 55.00$ 12,705.00$ Asphalt 36 TON 325.00$ 11,700.00$ Class II AB 18 CY 150.00$ 2,700.00 $ Sawcut, Remove and Dispose of Existing AC Pavement and Base. 924 SF 5.50$ 5,082.00$ Concrete Driveway and AC tie-in to existing property 1 EA 9,000.00$ 9,000.00 $ Curb Ramps 1E A 9,000.00$ 9,000.00 $ Cross Gutter 0S F 25.00$ - $
Inlet Replacement 0 EA 16,000.00$ - $
Utility Adjustments 0 EA 2,000.00$ - $ Aboveground Cabinet Relocation 0 EA 10,000.00$ - $ Remove and Relocate Sign and Post 1 EA 500.00$ 500.00 $ Remove and Relocate Fence 0 LF 100.00$ - $ Fire Hydrant Relocation 0 EA 5,000.00$ - $ Retaining Walls 104 LF 510.00$ 53,040.00$ Retaining Walls (H>6') 0 LF 1,000.00$ - $ Construct Handrail 0 SF 220.00$ - $ Relocate Mailbox 1 EA 1,055.00$ 1,055.00 $ Property R/W Encroachment 0 EA -$
Utility Pole Relocation 0 EA -$
Sub-Total 127,882.00$
Segment Name Length of Segment (LF)
Segment 3 - W Los Angeles Dr (south side of street) from Swallow Dr to 215' west of W California Ave 69
Segment 3 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 275 SF 20.00$ 5,500.00$ Curb and Gutter 55 LF 55.00$ 3,025.00$ Asphalt 9T O N 325.00$ 2,925.00 $ Class II AB 5C Y 150.00$ 750.00 $ Sawcut, Remove and Dispose of Existing AC Pavement and Base. 220 SF 5.50$ 1,210.00$ Concrete Driveway and AC tie-in to existing property 1 EA 9,000.00$ 9,000.00 $ Curb Ramps 0E A 9,000.00$ - $
Cross Gutter 0S F 25.00$ - $
Inlet Replacement 0 EA 16,000.00$ - $
Utility Adjustments 1 EA 2,000.00$ 2,000.00 $ Aboveground Cabinet Relocation 0 EA 10,000.00$ - $ Remove and Relocate Sign and Post 0 EA 500.00$ - $ 06/24/2025
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Remove and Relocate Fence 0 LF 100.00$ -$
Fire Hydrant Relocation 0 EA 5,000.00$ -$
Retaining Walls 0L F 510.00$ -$
Retaining Walls (H>6') 0 LF 1,000.00$ -$
Relocate Mailbox 1 EA 1,055.00$ 1,055.00$
Relocate Street Light 0 EA 12,000.00$ -$
Property R/W Encroachment 0 EA -$
Utility Pole Relocation 1 EA 20,000.00$ 20,000.00$
Sub-Total 45,465.00$
Segment Name Length of Segment (LF)
Segment 4 - W California Ave (west side of street) from W Los Angeles Dr to Calle Elegante 620
Segment 4 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 1530 SF 20.00$ 30,600.00$
Curb and Gutter 306 LF 55.00$ 16,830.00$
Asphalt 48 TON 325.00$ 15,600.00$
Class II AB 23 CY 150.00$ 3,450.00$
Sawcut, Remove and Dispose of Existing AC Pavement and Base. 1224 SF 5.50$ 6,732.00$ Concrete Driveway and AC tie-in to existing property 12 EA 9,000.00$ 108,000.00$ Curb Ramps 2E A 9,000.00$ 18,000.00$
Cross Gutter 300 SF 25.00$ 7,500.00$
Inlet Replacement 0 EA 16,000.00$ -$
Utility Adjustments 4 EA 2,000.00$ 8,000.00$
Aboveground Cabinet Relocation 0 EA 10,000.00$ -$
Remove and Relocate Sign and Post 2 EA 500.00$ 1,000.00$ Remove and Relocate Fence 0 LF 100.00$ -$
Fire Hydrant Relocation 0 EA 5,000.00$ -$
Retaining Walls 0L F 510.00$ -$
Retaining Walls (H>6') 0 LF 1,000.00$ -$
Relocate Mailbox 3 EA 1,055.00$ 3,165.00$
Property R/W Encroachment 0 EA -$
Utility Pole Relocation 5 EA 20,000.00$ 100,000.00$
Sub-Total 318,877.00$
Segment Name Length of Segment (LF)
Segment 5 - W Los Angeles Dr (east side of street) from North Dr to W California Ave 292
Segment 5 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 1020 SF 20.00$ 20,400.00$
Curb and Gutter 204 LF 55.00$ 11,220.00$
Asphalt 32 TON 325.00$ 10,400.00$
Class II AB 16 CY 150.00$ 2,400.00$
Sawcut, Remove and Dispose of Existing AC Pavement and Base. 816 SF 5.50$ 4,488.00$ Concrete Driveway and AC tie-in to existing property 4 EA 9,000.00$ 36,000.00$ Curb Ramps 0E A 9,000.00$ -$
Cross Gutter 0S F 25.00$
Inlet Replacement 0 EA 16,000.00$ -$
Utility Adjustments 2 EA 2,000.00$ 4,000.00$
Aboveground Cabinet Relocation 0 EA 10,000.00$ -$
Remove and Relocate Sign and Post 1 EA 500.00$ 500.00$ Remove and Relocate Fence 0 LF 100.00$ -$
Fire Hydrant Relocation 0 EA 5,000.00$ -$
Retaining Walls 0L F 510.00$ -$
Retaining Walls (H>6') 126 LF 1,000.00$ 126,000.00$
Relocate Mailbox 4 EA 1,055.00$ 4,220.00$
Property R/W Encroachment 0 EA -$
Utility Pole Relocation 1 EA 20,000.00$ 20,000.00$
Sub-Total 239,628.00$
Project 2 Segment Sub-Totals
Segment 1 - W Los Angeles Dr (north side of street) from 75' east of Swallow Dr to Swallow Dr 28,752.00$ Segment 2 - W Los Angeles Dr (north side of street) from Swallow Dr to W Los Angeles Dr 127,882.00$ Segment 3 - W Los Angeles Dr (south side of street) from Swallow Dr to 215' west of W California Ave 45,465.00$ Segment 4 - W California Ave (west side of street) from W Los Angeles Dr to Calle Elegante 318,877.00$ Segment 5 - W Los Angeles Dr (east side of street) from North Dr to W California Ave 239,628.00$ Project 2 Sub-Total 760,604.00$
General Items
Demolition (4%) 30,424.16$
Mobilization (5%) 38,030.20$
Maintainance of Schedule (2%) 15,212.08$
Erosion Control (3%) 22,818.12$
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Construction Staking (8%) 60,848.32$
Traffic Control (2%) 15,212.08$
Sub-Total 182,544.96$
Construction Items
Total Construction Item Cost 943,148.96$
Construction Item Contingencies (30%) 282,944.69$
Total (Construction Items & Contingencies) Cost 1,226,093.65$ Preliminary Engineering (PE)
Environmental Studies and Permits (PA&ED) (5%) 62,000.00$ Plans, Specifications and Estimates
(PS&E) (20%) 246,000.00$
Total PE Cost 308,000.00$
Right of Way (RW)
Right of Way Engineering (2%) 25,000.00$
Acquisitions and Utilities
(1%) 13,000.00$
Total RW Cost 38,000.00$
Total Pre-construction Costs (PE+RW) 346,000.00$
Construction Engineering (CE)
Construction Engineering (10%) 123,000.00$
Total CE Cost 123,000.00$
Total Project Cost (Total Construction Items & Contingencies Cost + Total PE+RW Costs + CE Cost) 1,695,093.65$ 06/24/2025
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Vista Sidewalk Evaluation and Prioritization
Order of Magnitude Construction Cost
Project 3 - E. Vista Way - E. Bobier / Foothill to Oak
Segment Name Length of Segment (LF)
Segment 1 - E Vista Way (west side of street) from 175' south of E Bobier Dr to 140' north of Oak Dr 1140
Segment 1 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 5700 SF 20.00$ 114,000.00$ Curb and Gutter 1140 LF 55.00$ 62,700.00$ Asphalt 177 TON 325.00$ 57,525.00$ Class II AB 85 CY 150.00$ 12,750.00$ Sawcut, Remove and Dispose of Existing AC Pavement and
Base. 4560 SF 5.50$ 25,080.00$ Concrete Driveway and AC tie-in to existing property 0 EA 9,000.00$ - $ Curb Ramps 0E A 9,000.00$ - $
Cross Gutter 0S F 25.00$ - $
Inlet Replacement 1 EA 16,000.00$ 16,000.00 $ Utility Adjustments 9 EA 2,000.00$ 18,000.00 $ Aboveground Cabinet Relocation 0 EA 10,000.00$ - $ Remove and Relocate Sign and Post 1 EA 500.00$ 500.00 $ Remove and Relocate Fence 0 LF 100.00$ - $ Fire Hydrant Relocation 0 EA 5,000.00$ - $ Retaining Walls 0 LF 510.00$ - $
Retaining Walls (H>6') 417 LF 1,000.00$ 417,000.00$ Relocate Mailbox 0 EA 1,055.00$ - $
Property R/W Encroachment 0 EA -$
Utility Pole Relocation 0 EA -$
Construct Handrail 417 SF 220.00$ 91,740.00$ Sub-Total 815,295.00$
Project 3 Segment Sub-Totals
Segment 1 - E Vista Way (west side of street) from 175' south of E Bobier Dr to 140' north of Oak Dr 815,295.00$ Project 3 Sub-Total 815,295.00$
General Items
Demolition
(4%) 32,611.80$
Mobilization (5%) 40,764.75$
Maintainance of Schedule (2%) 16,305.90$
Erosion Control (3%) 24,458.85$
Construction Staking (8%) 65,223.60$
Traffic Control (2%) 16,305.90$
Sub-Total 195,670.80$
Construction Items
Total Construction Item Cost 1,010,965.80$
Construction Item Contin
gencies (30%) 303,289.74$
Total (Construction Items & Contingencies) Cost 1,314,255.54$ Preliminary Engineering (PE)
Environmental Studies and Permits
(PA&ED) (5%) 66,000.00$
Plans, Specifications and Estimates (PS&E) (20%) 263,000.00$ Total PE Cost 329,000.00$
Right of Way (RW)
Ri
ght of Way Engineering (2%) 27,000.00$
Acquisitions and Utilities (1%) 14,000.00$
Total RW Cost 41,000.00$
Total Pre-construction Costs (PE+RW) 370,000.00$
Construction Engineering (CE)
Construction Engineering (10%) 132,000.00$
Total CE Cost 132,000.00$
Total Project Cost (Total Construction Items & Contingencies Cost + Total PE+RW Costs + CE Cost) 1,816,255.54$ 06/24/2025
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Vista Sidewalk Evaluation and Prioritization
Order of Magnitude Construction Cost
Project 4 - Eucalyptus Ave / Oceanview Dr / Park Ave
Segment Name Length of Segment (LF)
Segment 1 - Oceanview Dr (east side of street) from 200' east of S Santa Fe Ave to 60' east of Park Ave 536
Segment 1 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 2070 SF 20.00$ 41,400.00$ Curb and Gutter 414 LF 55.00$ 22,770.00$ Asphalt 65 TON 325.00$ 21,125.00$
Class II AB 31 CY 150.00$ 4,650.00 $ Sawcut, Remove and Dispose of Existing AC Pavement and
Base. 1656 SF 5.50$ 9,108.00$
Concrete Driveway and AC tie-in to existing property 6 EA 9,000.00$ 54,000.00 $ Curb Ramps 0E A 9,000.00$ - $
Cross Gutter 0S F 25.00$ - $
Inlet Replacement 0 EA 16,000.00$ - $
Utility Adjustments 1 EA 2,000.00$ 2,000.00 $ Aboveground Cabinet Relocation 0 EA 10,000.00$ - $ Remove and Relocate Sign and Post 1 EA 500.00$ 500.00 $ Remove and Relocate Fence 0 LF 100.00$ - $ Fire Hydrant Relocation 0 EA 5,000.00$ - $ Retaining Walls 0 LF 510.00$ - $
Retaining Walls (H>6') 414 LF 1,000.00$ 414,000.00$ Relocate Mailbox 6 EA 1,055.00$ 6,330.00 $ Property R/W Encroachment 0 EA -$
Utility Pole Relocation 1 EA 20,000.00$ 20,000.00 $ Sub-Total 595,883.00$
Segment Name Length of Segment (LF)
Segment 2 - Park Ave (east side of street) from Eucalyptus Ave to Oceanview Dr, and Eucalyptus Ave (south side of street) from Park Ave to Civic Center Dr
1982
Segment 2 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 8040 SF 20.00$ 160,800.00$ Curb and Gutter 1608 LF 55.00$ 88,440.00$ Asphalt 250 TON 325.00$ 81,250.00$ Class II AB 120 CY 150.00$ 18,000.00$ Sawcut, Remove and Dispose of Existing AC Pavement and
Base. 6432 SF 5.50$ 35,376.00$ Concrete Driveway and AC tie-in to existing property 16 EA 9,000.00$ 144,000.00$ Curb Ramps 5E A 9,000.00$ 45,000.00 $ Cross Gutter 280 SF 25.00$ 7,000.00$ Inlet Replacement 1 EA 16,000.00$ 16,000.00 $ Utility Adjustments 1 EA 2,000.00$ 2,000.00 $ Aboveground Cabinet Relocation 0 EA 10,000.00$ - $ Remove and Relocate Sign and Post 8 EA 500.00$ 4,000.00 $ Remove and Relocate Fence 0 LF 100.00$ - $ Fire Hydrant Relocation 2 EA 5,000.00$ 10,000.00 $ Retaining Walls 0 LF 510.00$ - $
Retaining Walls (H>6') 1010 LF 1,000.00$ 1,010,000.00$ Construct Handrail 0 SF 220.00$ - $ Relocate Mailbox 11 EA 1,055.00$ 11,605.00 $ Property R/W Encroachment 0 EA -$
Utility Pole Relocation 1 EA 20,000.00$ 20,000.00 $ Sub-Total 1,653,471.00$
Segment Name Length of Segment (LF)
Segment 3 - Park Ave (interior of circle) 1280
Segment 3 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 5825 SF 20.00$ 116,500.00$ Curb and Gutter 1165 LF 55.00$ 64,075.00$ Asphalt 181 TON 325.00$ 58,825.00$ Class II AB 87 CY 150.00$ 13,050.00$ Sawcut, Remove and Dispose of Existing AC Pavement and
Base. 4660 SF 5.50$ 25,630.00$ Concrete Driveway and AC tie-in to existing property 7 EA 9,000.00$ 63,000.00 $ Curb Ramps 2E A 9,000.00$ 18,000.00 $ Cross Gutter 0S F 25.00$ - $
Inlet Replacement 0 EA 16,000.00$ - $
Utility Adjustments 4 EA 2,000.00$ 8,000.00 $ Aboveground Cabinet Relocation 0 EA 10,000.00$ - $ 06/24/2025
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Remove and Relocate Sign and Post 7 EA 500.00$ 3,500.00$ Remove and Relocate Fence 0 LF 100.00$ -$
Fire Hydrant Relocation 0 EA 5,000.00$ -$
Retaining Walls 487 LF 510.00$ 248,370.00$
Retaining Walls (H>6') 0 LF 1,000.00$ -$
Relocate Mailbox 0 EA 1,055.00$ -$
Property R/W Encroachment 0 EA -$
Relocate Street Light 1 EA 12,000.00$ 12,000.00$
Utility Pole Relocation 1 EA 20,000.00$ 20,000.00$
Sub-Total 650,950.00$
Project 4 Segment Sub-Totals
Segment 1 - Oceanview Dr (east side of street) from 200' east of S Santa Fe Ave to 60' east of Park Ave 595,883.00$ Segment 2 - Park Ave (east side of street) from Eucalyptus Ave to Oceanview Dr, and Eucalyptus Ave (south side of street) from Pa 1,653,471.00$ Segment 3 - Park Ave (interior of circle) 650,950.00$
Project 4 Sub-Total 2,900,304.00$
General Items
Demolition
(4%) 116,012.16$
Mobilization (5%) 145,015.20$
Maintainance of Schedule (2%) 58,006.08$
Erosion Control (3%) 87,009.12$
Construction Staking (8%) 232,024.32$
Traffic Control (2%) 58,006.08$
Sub-Total 696,072.96$
Construction Items
Total Construction Item Cost 3,596,376.96$
Construction Item Contin
gencies (30%) 1,078,913.09$
Total (Construction Items & Contingencies) Cost 4,675,290.05$ Preliminary Engineering (PE)
Environmental Studies and Permits
(PA&ED) (5%) 234,000.00$
Plans, Specifications and Estimates (PS&E) (20%) 936,000.00$ Total PE Cost 1,170,000.00$
Right of Way (RW)
Ri
ght of Way Engineering 94,000.00$
Acquisitions and Utilities 47,000.00$
Total RW Cost 141,000.00$
Total Pre-construction Costs (PE+RW) 1,311,000.00$
Construction Engineering (CE)
Construction Engineering (10%) 468,000.00$
Total CE Cost 468,000.00$
Total Project Cost (Total Construction Items & Contingencies Cost + Total PE+RW Costs + CE Cost) 6,454,290.05$ 06/24/2025
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Vista Sidewalk Evaluation and Prioritization
Order of Magnitude Construction Cost
Project 5 - Olive Ave (Emerald to Goetting)
Segment Name Length of Segment (LF)
Segment 1 - Olive Ave (north side of street) from 80' east of N Emerald Dr to 210' west of Ruby Dr 482
Segment 1 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 1820 SF 20.00$ 36,400.00$
Curb and Gutter 364 LF 55.00$ 20,020.00$
Asphalt 57 TON 325.00$ 18,525.00$
Class II AB 27 CY 150.00$ 4,050.00$
Sawcut, Remove and Dispose of Existing AC Pavement and
Base. 1456 SF 5.50$ 8,008.00$
Concrete Driveway and AC tie-in to existing property 5 EA 9,000.00$ 45,000.00$ Curb Ramps 0E A 9,000.00$ -$
Cross Gutter 0S F 25.00$ -$
Inlet Replacement 0 EA 16,000.00$ -$
Utility Adjustments 1 EA 2,000.00$ 2,000.00$
Aboveground Cabinet Relocation 0 EA 10,000.00$ -$
Remove and Relocate Sign and Post 4 EA 500.00$ 2,000.00$ Remove and Relocate Fence 0 LF 100.00$ -$
Fire Hydrant Relocation 1 EA 5,000.00$ 5,000.00$
Retaining Walls 0 LF 510.00$ -$
Retaining Walls (H>6') 0 LF 1,000.00$ -$
Relocate Mailbox 5 EA 1,055.00$ 5,275.00$
Property R/W Encroachment 4 EA 12,000.00$ 48,000.00$
Utility Pole Relocation 3 EA 20,000.00$ 60,000.00$
Sub-Total 254,278.00$
Segment Name Length of Segment (LF)
Segment 2 - Olive Ave (north side of street) from 130' east of Winter Rd to 575' west of Granada Dr 425
Segment 2 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 1930 SF 20.00$ 38,600.00$
Curb and Gutter 386 LF 55.00$ 21,230.00$
Asphalt 60 TON 325.00$ 19,500.00$
Class II AB 29 CY 150.00$ 4,350.00$
Sawcut, Remove and Dispose of Existing AC Pavement and
Base. 1544 SF 5.50$ 8,492.00$
Concrete Driveway and AC tie-in to existing property 2 EA 9,000.00$ 18,000.00$ Curb Ramps 0E A 9,000.00$ -$
Cross Gutter 0S F 25.00$ -$
Inlet Replacement 0 EA 16,000.00$ -$
Utility Adjustments 1 EA 2,000.00$ 2,000.00$
Aboveground Cabinet Relocation 0 EA 10,000.00$ -$
Remove and Relocate Sign and Post 0 EA 500.00$ -$
Remove and Relocate Fence 0 LF 100.00$ -$
Fire Hydrant Relocation 0 EA 5,000.00$ -$
Retaining Walls 64 LF 510.00$ 32,640.00$
Retaining Walls (H>6') 300 LF 1,000.00$ 300,000.00$
Construct Handrail 0 SF 220.00$ -$
Relocate Mailbox 1 EA 1,055.00$ 1,055.00$
Property R/W Encroachment 0 EA -$
Utility Pole Relocation 3 EA 20,000.00$ 60,000.00$
Relocate Street Light 1 EA 12,000.00$ 12,000.00$
Sub-Total 517,867.00$
Segment Name Length of Segment (LF)
Segment 3 - Olive Ave (north side of street) from 450' east of Granada Dr to 175' west of Cielita Linda Dr 176
Segment 3 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 670 SF 20.00$ 13,400.00$
Curb and Gutter 134 LF 55.00$ 7,370.00$
Asphalt 21 TON 325.00$ 6,825.00$
Class II AB 10 CY 150.00$ 1,500.00$
Sawcut, Remove and Dispose of Existing AC Pavement and
Base. 536 SF 5.50$ 2,948.00$
Concrete Driveway and AC tie-in to existing property 2 EA 9,000.00$ 18,000.00$ Curb Ramps 0E A 9,000.00$ -$
Cross Gutter 0S F 25.00$ -$
Inlet Replacement 0 EA 16,000.00$ -$
Utility Adjustments 1 EA 2,000.00$ 2,000.00$
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Aboveground Cabinet Relocation 0 EA 10,000.00$ -$
Remove and Relocate Sign and Post 0 EA 500.00$ -$
Remove and Relocate Fence 0 LF 100.00$ -$
Fire Hydrant Relocation 0 EA 5,000.00$ -$
Retaining Walls 134 LF 510.00$ 68,340.00$
Retaining Walls (H>6') 0 LF 1,000.00$ -$
Relocate Mailbox 1 EA 1,055.00$ 1,055.00$
Relocate Street Light 0 EA 12,000.00$ -$
Property R/W Encroachment 1 EA 12,000.00$ 12,000.00$
Utility Pole Relocation 2 EA 20,000.00$ 40,000.00$
Sub-Total 173,438.00$
Segment Name Length of Segment (LF)
Segment 4 - Olive Ave (north side of street) from 105' west of Brookins Ln to Bonita Dr 730
Segment 4 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 2190 SF 20.00$ 43,800.00$
Curb and Gutter 438 LF 55.00$ 24,090.00$
Asphalt 68 TON 325.00$ 22,100.00$
Class II AB 33 CY 150.00$ 4,950.00$
Sawcut, Remove and Dispose of Existing AC Pavement and
Base. 1752 SF 5.50$ 9,636.00$
Concrete Driveway and AC tie-in to existing property 13 EA 9,000.00$ 117,000.00$ Curb Ramps 2E A 9,000.00$ 18,000.00$
Cross Gutter 0S F 25.00$ -$
Inlet Replacement 0 EA 16,000.00$ -$
Utility Adjustments 2 EA 2,000.00$ 4,000.00$
Aboveground Cabinet Relocation 0 EA 10,000.00$ -$
Remove and Relocate Sign and Post 2 EA 500.00$ 1,000.00$ Remove and Relocate Fence 0 LF 100.00$ -$
Fire Hydrant Relocation 1 EA 5,000.00$ 5,000.00$
Retaining Walls 0 LF 510.00$ -$
Retaining Walls (H>6') 0 LF 1,000.00$ -$
Relocate Mailbox 8 EA 1,055.00$ 8,440.00$
Property R/W Encroachment 1 EA 12,000.00$ 12,000.00$
Utility Pole Relocation 4 EA 20,000.00$ 80,000.00$
Sub-Total 350,016.00$
Segment Name Length of Segment (LF)
Segment 5 - Olive Ave (north side of street) from Bonita Dr to Highland Dr 790
Segment 5 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 2605 SF 20.00$ 52,100.00$
Curb and Gutter 521 LF 55.00$ 28,655.00$
Asphalt 81 TON 325.00$ 26,325.00$
Class II AB 39 CY 150.00$ 5,850.00$
Sawcut, Remove and Dispose of Existing AC Pavement and
Base. 2084 SF 5.50$ 11,462.00$
Concrete Driveway and AC tie-in to existing property 12 EA 9,000.00$ 108,000.00$ Curb Ramps 2E A 9,000.00$ 18,000.00$
Cross Gutter 620 SF 25.00$ 15,500.00$
Inlet Replacement 0 EA 16,000.00$ -$
Utility Adjustments 6 EA 2,000.00$ 12,000.00$
Aboveground Cabinet Relocation 0 EA 10,000.00$ -$
Remove and Relocate Sign and Post 0 EA 500.00$ -$
Remove and Relocate Fence 0 LF 100.00$ -$
Fire Hydrant Relocation 0 EA 5,000.00$ -$
Retaining Walls 56 LF 510.00$ 28,560.00$
Retaining Walls (H>6') 0 LF 1,000.00$ -$
Relocate Mailbox 6 EA 1,055.00$ 6,330.00$
Property R/W Encroachment 0 EA -$
Utility Pole Relocation 6 EA 20,000.00$ 120,000.00$
Sub-Total 432,782.00$
Segment Name Length of Segment (LF)
Segment 6 - Olive Ave (north side of street) from Highland Dr to Maryland Dr 490
Segment 6 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 1785 SF 20.00$ 35,700.00$
Curb and Gutter 357 LF 55.00$ 19,635.00$
Asphalt 56 TON 325.00$ 18,200.00$
Class II AB 27 CY 150.00$ 4,050.00$
Sawcut, Remove and Dispose of Existing AC Pavement and
Base. 1428 SF 5.50$ 7,854.00$
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Concrete Driveway and AC tie-in to existing property 8 EA 9,000.00$ 72,000.00$ Curb Ramps 2E A 9,000.00$ 18,000.00$
Cross Gutter 0S F 25.00$ -$
Inlet Replacement 0 EA 16,000.00$ -$
Utility Adjustments 3 EA 2,000.00$ 6,000.00$
Aboveground Cabinet Relocation 0 EA 10,000.00$ -$
Remove and Relocate Sign and Post 5 EA 500.00$ 2,500.00$ Remove and Relocate Fence 0 LF 100.00$ -$
Fire Hydrant Relocation 1 EA 5,000.00$ 5,000.00$
Retaining Walls 0 LF 510.00$ -$
Retaining Walls (H>6') 0 LF 1,000.00$ -$
Relocate Mailbox 6 EA 1,055.00$ 6,330.00$
Property R/W Encroachment 6 EA 12,000.00$ 72,000.00$
Utility Pole Relocation 5 EA 20,000.00$ 100,000.00$
Sub-Total 367,269.00$
Segment Name Length of Segment (LF)
Segment 7 - Olive Ave (north side of street) from N Melrose Dr to Transit Center 2662
Segment 7 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 9240 SF 20.00$ 184,800.00$
Curb and Gutter 1848 LF 55.00$ 101,640.00$
Asphalt 287 TON 325.00$ 93,275.00$
Class II AB 137 CY 150.00$ 20,550.00$
Sawcut, Remove and Dispose of Existing AC Pavement and
Base. 7392 SF 5.50$ 40,656.00$
Concrete Driveway and AC tie-in to existing property 14 EA 9,000.00$ 126,000.00$ Curb Ramps 8E A 9,000.00$ 72,000.00$
Cross Gutter 280 SF 25.00$ 7,000.00$
Inlet Replacement 1 EA 16,000.00$ 16,000.00$
Utility Adjustments 32 EA 2,000.00$ 64,000.00$
Aboveground Cabinet Relocation 0 EA 10,000.00$ -$
Remove and Relocate Sign and Post 16 EA 500.00$ 8,000.00$ Remove and Relocate Fence 0 LF 100.00$ -$
Fire Hydrant Relocation 0 EA 5,000.00$ -$
Retaining Walls 750 LF 510.00$ 382,500.00$
Retaining Walls (H>6') 0 LF 1,000.00$ -$
Relocate Mailbox 11 EA 1,055.00$ 11,605.00$
Property R/W Encroachment 5 EA 12,000.00$ 60,000.00$
Utility Pole Relocation 14 EA 20,000.00$ 280,000.00$
Concrete Pavement at Circle 880 SF 30.00$ 26,400.00$
Remove and Salvage Guardrail 580 LF 30.00$ 17,400.00$
Sub-Total 1,511,826.00$
Project 5 Segment Sub-Totals
Segment 1 - Olive Ave (north side of street) from 80' east of N Emerald Dr to 210' west of Ruby Dr 254,278.00$ Segment 2 - Olive Ave (north side of street) from 130' east of Winter Rd to 575' west of Granada Dr 517,867.00$ Segment 3 - Olive Ave (north side of street) from 450' east of Granada Dr to 175' west of Cielita Linda Dr 173,438.00$ Segment 4 - Olive Ave (north side of street) from 105' west of Brookins Ln to Bonita Dr 350,016.00$ Segment 5 - Olive Ave (north side of street) from Bonita Dr to Highland Dr 432,782.00$ Segment 6 - Olive Ave (north side of street) from Highland Dr to Maryland Dr 367,269.00$ Segment 7 - Olive Ave (north side of street) from N Melrose Dr to Transit Center 1,511,826.00$ Project 5 Sub-Total 3,607,476.00$
General Items
Demolition
(4%) 144,299.04$
Mobilization (5%) 180,373.80$
Maintainance of Schedule (2%) 72,149.52$
Erosion Control (3%) 108,224.28$
Construction Staking (8%) 288,598.08$
Traffic Control (2%) 72,149.52$
Sub-Total 865,794.24$
Construction Items
Total Construction Item Cost 4,473,270.24$
Construction Item Contin
gencies (30%) 1,341,981.07$
Total (Construction Items & Contingencies) Cost 5,815,251.31$ Preliminary Engineering (PE)
Environmental Studies and Permits
(PA&ED) (5%) 291,000.00$
Plans, Specifications and Estimates (PS&E) (20%) 1,164,000.00$ Total PE Cost 1,455,000.00$
Right of Way (RW)
Ri
ght of Way Engineering 117,000.00$
Acquisitions and Utilities 59,000.00$
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Total RW Cost 176,000.00$
Total Pre-construction Costs (PE+RW) 1,631,000.00$
Construction Engineering (CE)
Construction Engineering (10%) 582,000.00$
Total CE Cost 582,000.00$
Total Project Cost (Total Construction Items & Contingencies Cost + Total PE+RW Costs + CE Cost) 8,028,251.31$ 06/24/2025
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Vista Sidewalk Evaluation and Prioritization
Order of Magnitude Construction Cost
Project 6 - The Circle, Indiana Ave, Michigan Ave, E. Orange St, Washington St Segment Name Length of Segment (LF)
Segment 1 - The Circle (interior of street) 900
Segment 1 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 3655 SF 20.00$ 73,100.00$ Curb and Gutter 731 LF 55.00$ 40,205.00$ Asphalt 114 TON 325.00$ 37,050.00$ Class II AB 55 CY 150.00$ 8,250.00$ Sawcut, Remove and Dispose of Existing AC Pavement and
Base 2924 SF 5.50$ 16,082.00$ Concrete Driveway and AC tie-in to existing property 4 EA 9,000.00$ 36,000.00 $ Cross Gutter 260 SF 25.00$ 6,500.00$ Inlet Replacement 0 EA 16,000.00$ - $
Utility Adjustments 6 EA 2,000.00$ 12,000.00 $ Aboveground Cabinet Relocation 0 EA 10,000.00$ - $ Remove and Relocate Sign and Post 3 EA 500.00$ 1,500.00$ Remove and Relocate Fence 0 LF 100.00$ - $ Fire Hydrant Relocation 0 EA 5,000.00$ - $ Retaining Walls 0 LF 510.00$ - $
Retaining Walls (H>6') 731 LF 1,000.00$ 731,000.00$ Relocate Mailbox 4 EA 1,055.00$ 4,220.00 $ Property R/W Encroachment 1 EA 12,000.00$ 12,000.00 $ Utility Pole Relocation 1 EA 20,000.00$ 20,000.00 $ Relocate Street Light 1 EA 12,000.00$ 12,000.00 $ Sub-Total 1,009,907.00$
Segment Name Length of Segment (LF)
Segment 2 - Orange St (north side of street) from 65' east of N Santa Fe Ave to The Circle 72
Segment 2 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 360 SF 20.00$ 7,200.00$ Curb and Gutter 72 LF 55.00$ 3,960.00$ Asphalt 12 TON 325.00$ 3,900.00$
Class II AB 6C Y 150.00$ 900.00 $ Sawcut, Remove and Dispose of Existing AC Pavement and
Base 288 SF 5.50$ 1,584.00$
Concrete Driveway and AC tie-in to existing property 0 EA 9,000.00$ - $ Curb Ramps 1E A 9,000.00$ 9,000.00 $ Cross Gutter 0S F 25.00$
Inlet Replacement 0 EA 16,000.00$ - $
Utility Adjustments 0 EA 2,000.00$ - $ Aboveground Cabinet Relocation 0 EA 10,000.00$ - $ Remove and Relocate Sign and Post 2 EA 500.00$ 1,000.00$ Remove and Relocate Fence 0 LF 100.00$ - $ Fire Hydrant Relocation 0 EA 5,000.00$ - $ Retaining Walls 0 LF 510.00$ - $
Retaining Walls (H>6') 0 LF 1,000.00$ - $ Construct Handrail 47 SF 220.00$ 10,340.00$ Relocate Mailbox 0 EA 1,055.00$ - $
Property R/W Encroachment EA -$
Utility Pole Relocation 1 EA 20,000.00$ 20,000.00 $ Sub-Total 57,884.00$
Segment Name Length of Segment (LF)
Segment 3 - Indiana Ave (west side of street) from W Orange St to Washington St 430
Segment 3 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 1535 SF 20.00$ 30,700.00$ Curb and Gutter 307 LF 55.00$ 16,885.00$ Asphalt 48 TON 325.00$ 15,600.00$ Class II AB 23 CY 150.00$ 3,450.00$ Sawcut, Remove and Dispose of Existing AC Pavement and
Base. 1228 SF 5.50$ 6,754.00$ Concrete Driveway and AC tie-in to existing property 2 EA 9,000.00$ 18,000.00 $ Curb Ramps 2E A 9,000.00$ 18,000.00 $ Cross Gutter 0S F 25.00$
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Inlet Replacement 0 EA 16,000.00$ -$
Utility Adjustments 1 EA 2,000.00$ 2,000.00$
Aboveground Cabinet Relocation 0 EA 10,000.00$ -$
Remove and Relocate Sign and Post 3 EA 500.00$ 1,500.00$ Remove and Relocate Fence 60 LF 100.00$ 6,000.00$
Fire Hydrant Relocation 0 EA 5,000.00$ -$
Retaining Walls 0 LF 510.00$ -$
Retaining Walls (H>6') 0 LF 1,000.00$ -$
Relocate Mailbox 5 EA 1,055.00$ 5,275.00$
Relocate Street Light 1 EA 12,000.00$ 12,000.00$
Property R/W Encroachment 1 EA 12,000.00$ 12,000.00$
Utility Pole Relocation 1 EA 20,000.00$ 20,000.00$
Sub-Total 168,164.00$
Segment Name Length of Segment (LF)
Segment 4 - Indiana Ave (west side of street) from Washington St to Vista Village Dr 275
Segment 4 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 1070 SF 20.00$ 21,400.00$
Curb and Gutter 214 LF 55.00$ 11,770.00$
Asphalt 34 TON 325.00$ 11,050.00$
Class II AB 16 CY 150.00$ 2,400.00$
Sawcut, Remove and Dispose of Existing AC Pavement and
Base. 856 SF 5.50$ 4,708.00$
Concrete Driveway and AC tie-in to existing property 1 EA -$ -$ Curb Ramps 0E A 9,000.00$ -$
Cross Gutter 0S F 25.00$
Inlet Replacement 0 EA 16,000.00$ -$
Utility Adjustments 1 EA 2,000.00$ 2,000.00$
Aboveground Cabinet Relocation 0 EA 10,000.00$ -$
Remove and Relocate Sign and Post 0 EA 500.00$ -$
Remove and Relocate Fence 0 LF 100.00$ -$
Fire Hydrant Relocation 0 EA 5,000.00$ -$
Retaining Walls 0 LF 510.00$ -$
Retaining Walls (H>6') 0 LF 1,000.00$ -$
Relocate Mailbox 2 EA 1,055.00$ 2,110.00$
Property R/W Encroachment EA -$
Utility Pole Relocation EA 20,000.00$ -$
Relocate Street Light 1 EA 12,000.00$ 12,000.00$
Sub-Total 67,438.00$
Segment Name Length of Segment (LF)
Segment 5 - Washington St (north side of street) from Alley 90' east of N Santa Fe Ave to 85' west of Indiana Ave 100
Segment 5 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 235 SF 20.00$ 4,700.00$
Curb and Gutter 47 LF 55.00$ 2,585.00$
Asphalt 8 TON 325.00$ 2,600.00$
Class II AB 4C Y 150.00$ 600.00$
Sawcut, Remove and Dispose of Existing AC Pavement and
Base. 188 SF 5.50$ 1,034.00$
Concrete Driveway and AC tie-in to existing property 2 EA -$ -$ Curb Ramps 1E A 9,000.00$ 9,000.00$
Cross Gutter 260 SF 25.00$
Inlet Replacement 0 EA 16,000.00$ -$
Utility Adjustments 2 EA 2,000.00$ 4,000.00$
Aboveground Cabinet Relocation 0 EA 10,000.00$ -$
Remove and Relocate Sign and Post 0 EA 500.00$ -$
Remove and Relocate Fence 0 LF 100.00$ -$
Fire Hydrant Relocation 0 EA 5,000.00$ -$
Retaining Walls 0 LF 510.00$ -$
Retaining Walls (H>6') 0 LF 1,000.00$ -$
Relocate Mailbox 0 EA 1,055.00$ -$
Property R/W Encroachment EA -$
Utility Pole Relocation EA 20,000.00$ -$
Relocate Street Light 1 EA 12,000.00$ 12,000.00$
Sub-Total 36,519.00$
Segment Name Length of Segment (LF)
Segment 6 - Washington St (south side of street) from Michigan Ave to N Citrus Ave, and Michigan Ave (east side of street) from Washington St to 85' north of Vista Village Dr 517
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Segment 6 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 2035 SF 20.00$ 40,700.00$
Curb and Gutter 407 LF 55.00$ 22,385.00$
Asphalt 64 TON 325.00$ 20,800.00$
Class II AB 31 CY 150.00$ 4,650.00$
Sawcut, Remove and Dispose of Existing AC Pavement and
Base. 1628 SF 5.50$ 8,954.00$
Concrete Driveway and AC tie-in to existing property 8 EA 9,000.00$ 72,000.00$ Curb Ramps 0E A 9,000.00$ -$
Cross Gutter 0S F 25.00$
Inlet Replacement 0 EA 16,000.00$ -$
Utility Adjustments 4 EA 2,000.00$ 8,000.00$
Aboveground Cabinet Relocation 0 EA 10,000.00$ -$
Remove and Relocate Sign and Post 2 EA 500.00$ 1,000.00$ Remove and Relocate Fence 11 LF 100.00$ 1,100.00$
Fire Hydrant Relocation 1 EA 5,000.00$ 5,000.00$
Retaining Walls 5 LF 510.00$ 2,550.00$
Retaining Walls (H>6') 0 LF 1,000.00$ -$
Relocate Mailbox 6 EA 1,055.00$ 6,330.00$
Property R/W Encroachment EA -$
Utility Pole Relocation EA 20,000.00$ -$
Sub-Total 193,469.00$
Segment Name Length of Segment (LF)
Segment 7 - The Circle (south side of street) from Indiana Ave to 70' south of E Orange St, and Indiana Ave (east side of street from The Circle to Washington St 476
Segment 7 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 1995 SF 20.00$ 39,900.00$
Curb and Gutter 399 LF 55.00$ 21,945.00$
Asphalt 62 TON 325.00$ 20,150.00$
Class II AB 30 CY 150.00$ 4,500.00$
Sawcut, Remove and Dispose of Existing AC Pavement and
Base. 1596 SF 5.50$ 8,778.00$
Concrete Driveway and AC tie-in to existing property 5 EA 9,000.00$ 45,000.00$ Curb Ramps 2E A 9,000.00$ 18,000.00$
Cross Gutter 0S F 25.00$
Inlet Replacement 1 EA 16,000.00$ 16,000.00$
Utility Adjustments 5 EA 2,000.00$ 10,000.00$
Aboveground Cabinet Relocation 0 EA 10,000.00$ -$
Remove and Relocate Sign and Post 7 EA 500.00$ 3,500.00$ Remove and Relocate Fence 0 LF 100.00$ -$
Fire Hydrant Relocation 1 EA 5,000.00$ 5,000.00$
Retaining Walls 0 LF 510.00$ -$
Retaining Walls (H>6') 0 LF 1,000.00$ -$
Relocate Mailbox 0 EA 1,055.00$ -$
Property R/W Encroachment EA -$
Utility Pole Relocation EA 20,000.00$ -$
Sub-Total 192,773.00$
Segment Name Length of Segment (LF)
Segment 8 - The Circle ( east side of street) from Massachussetts Ave to E Orange St, and E Orange St (north side of street) from The Circle to 155' west of Citrus Ave 460
Segment 8 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 1980 SF 20.00$ 39,600.00$
Curb and Gutter 396 LF 55.00$ 21,780.00$
Asphalt 62 TON 325.00$ 20,150.00$
Class II AB 30 CY 150.00$ 4,500.00$
Sawcut, Remove and Dispose of Existing AC Pavement and
Base. 1584 SF 5.50$ 8,712.00$
Concrete Driveway and AC tie-in to existing property 7 EA 9,000.00$ 63,000.00$ Curb Ramps 2E A 9,000.00$ 18,000.00$
Cross Gutter 0S F 25.00$
Inlet Replacement 0 EA 16,000.00$ -$
Utility Adjustments 6 EA 2,000.00$ 12,000.00$
Aboveground Cabinet Relocation 0 EA 10,000.00$ -$
Remove and Relocate Sign and Post 3 EA 500.00$ 1,500.00$ Remove and Relocate Fence 103 LF 100.00$ 10,300.00$
Fire Hydrant Relocation 1 EA 5,000.00$ 5,000.00$
Remove and Replace Underdrain 6 LF 60.00$ 360.00$
Retaining Walls 0 LF 510.00$ -$
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Retaining Walls (H>6') 0 LF 1,000.00$ -$
Relocate Mailbox 3 EA 1,055.00$ 3,165.00$
Relocate Street Light 1 EA 12,000.00$ 12,000.00$
Property R/W Encroachment 3 EA 12,000.00$ 36,000.00$
Utility Pole Relocation 3 EA 20,000.00$ 60,000.00$
Sub-Total 316,067.00$
Segment Name Length of Segment (LF)
Segment 9 - E Orange St (south side of street) from The Circle to Citrus Ave 359
Segment 9 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 915 SF 20.00$ 18,300.00$
Curb and Gutter 183 LF 55.00$ 10,065.00$
Asphalt 29 TON 325.00$ 9,425.00$
Class II AB 14 CY 150.00$ 2,100.00$
Sawcut, Remove and Dispose of Existing AC Pavement and
Base. 732 SF 5.50$ 4,026.00$
Concrete Driveway and AC tie-in to existing property 9 EA 9,000.00$ 81,000.00$ Curb Ramps 0E A 9,000.00$ -$
Cross Gutter 0S F 25.00$
Inlet Replacement 0 EA 16,000.00$ -$
Utility Adjustments 6 EA 2,000.00$ 12,000.00$
Aboveground Cabinet Relocation 0 EA 10,000.00$ -$
Remove and Relocate Sign and Post 1 EA 500.00$ 500.00$ Remove and Relocate Fence 0 LF 100.00$ -$
Fire Hydrant Relocation 0 EA 5,000.00$ -$
Remove and Replace Underdrain 0 LF 60.00$ -$
Retaining Walls 0 LF 510.00$ -$
Retaining Walls (H>6') 100 LF 1,000.00$ 100,000.00$
Relocate Mailbox 2 EA 1,055.00$ 2,110.00$
Relocate Street Light 0 EA 12,000.00$ -$
Property R/W Encroachment 0 EA -$
Utility Pole Relocation 3 EA 20,000.00$ 60,000.00$
Sub-Total 299,526.00$
Project 8 Segment Sub-Totals
Segment 1 - The Circle (interior of street) 1,009,907.00$ Segment 2 - Orange St (north side of street) from 65' east of N Santa Fe Ave to The Circle 57,884.00$ Segment 3 - Indiana Ave (west side of street) from W Orange St to Washington St 168,164.00$ Segment 4 - Indiana Ave (west side of street) from Washington St to Vista Village Dr 67,438.00$ Segment 5 - Washington St (north side of street) from Alley 90' east of N Santa Fe Ave to 85' west of Indiana Ave 36,519.00$ Segment 6 - Washington St (south side of street) from Michigan Ave to N Citrus Ave, and Michigan Ave (east side of street) from W 193,469.00$ Segment 7 - The Circle (south side of street) from Indiana Ave to 70' south of E Orange St, and Indiana Ave (east side of street from 192,773.00$ Segment 8 - The Circle ( east side of street) from Massachussetts Ave to E Orange St, and E Orange St (north side of street) from The 316,067.00$ Segment 9 - E Orange St (south side of street) from The Circle to Citrus Ave 299,526.00$ Project 8 Sub-Total 2,341,747.00$
General Items
Demolition (4%) 93,669.88$
Mobilization (5%) 117,087.35$
Maintainance of Schedule (2%) 46,834.94$
Erosion Control (3%) 70,252.41$
Construction Staking (8%) 187,339.76$
Traffic Control (2%) 46,834.94$
Sub-Total 562,019.28$
Construction Items
Total Construction Item Cost 2,903,766.28$
Construction Item Contingencies (30%) 871,129.88$
Total (Construction Items & Contingencies) Cost 3,774,896.16$ Preliminary Engineering (PE)
Environmental Studies and Permits (PA&ED) (5%) 189,000.00$ Plans, Specifications and Estimates (PS&E) (20%) 755,000.00$ Total PE Cost 944,000.00$
Right of Way (RW)
Right of Way Engineering 76,000.00$
Acquisitions and Utilities 38,000.00$
Total RW Cost 114,000.00$
Total Pre-construction Costs (PE+RW) 1,058,000.00$
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Construction Engineering (CE)
Construction Engineering (10%) 378,000.00$
Total CE Cost 378,000.00$
Total Project Cost (Total Construction Items & Contingencies Cost + Total PE+RW Costs + CE Cost) 5,210,896.16$ 06/24/2025
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Vista Sidewalk Evaluation and Prioritization
Order of Magnitude Construction Cost
Project 7 - Hanes Pl (Main to Broadway)
Segment Name Length of Segment (LF)
Segment 1 - Hanes Pl (east side of street) from 92' south of Main St to E Broadway 230
Segment 1 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 875 SF 20.00$ 17,500.00$ Curb and Gutter 175 LF 55.00$ 9,625.00$ Asphalt 28 TON 325.00$ 9,100.00 $
Class II AB 13 CY 150.00$ 1,950.00 $ Sawcut 700 SF 5.50$ 3,850.00$
Driveways 0E A 9,000.00$ - $
Alley Apron 2E A 12,000.00$ 24,000.00 $ Curb Ramps 4E A 9,000.00$ 36,000.00 $ Inlet Replacement EA 16,000.00$ - $
Utility Adjustments 2 EA 2,000.00$ 4,000.00 $ Aboveground Cabinet Relocation EA 10,000.00$ - $ Remove and Relocate Sign and Post 1 EA 500.00$ 500.00 $ Remove and Relocate Fence 0 LF 100.00$ - $ Fire Hydrant Relocation EA 5,000.00$ - $ Retaining Walls 0 LF 510.00$ - $
Relocate Mailbox EA 1,055.00$ - $
Property R/W Encroachment EA -$
Utility Pole Relocation 1 EA 20,000.00$ 20,000.00 $ Sub-Total 126,525.00$
Segment Name Length of Segment (LF)
Segment 2 - Hanes Pl (west side of street) from 150' south of Main St to 83' north of E Broadway 123
Segment 2 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 600 SF 20.00$ 12,000.00$ Curb and Gutter 100 LF 55.00$ 5,500.00$ Asphalt 16 TON 325.00$ 5,200.00 $
Class II AB 8C Y 150.00$ 1,200.00 $ Sawcut 400 SF 5.50$ 2,200.00$
Driveways 3E A 9,000.00$ 27,000.00 $
Alley Apron 1E A 12,000.00$ 12,000.00 $ Curb Ramps 2E A 9,000.00$ 18,000.00 $ Inlet Replacement EA 16,000.00$ - $
Utility Adjustments EA 2,000.00$ - $
Aboveground Cabinet Relocation EA 10,000.00$ - $ Remove and Relocate Sign and Post 2 EA 500.00$ 1,000.00 $ Remove and Relocate Fence LF 100.00$ - $ Fire Hydrant Relocation EA 5,000.00$ - $ Retaining Walls LF 510.00$ - $
Relocate Mailbox EA 1,055.00$ - $
Property R/W Encroachment 4 EA 12,000.00$ 48,000.00 $ Utility Pole Relocation 1 EA 20,000.00$ 20,000.00 $ Sub-Total 152,100.00$
Project 7 Segment Sub-Totals
Segment 1 - Hanes Pl (east side of street) from 92' south of Main St to E Broadway 126,525.00$ Segment 2 - Hanes Pl (west side of street) from 150' south of Main St to 83' north of E Broadway 152,100.00$ Project 7 Sub-Total 278,625.00$
General Items
Demolition
(4%) 11,145.00$
Mobilization (5%) 13,931.25$
Maintainance of Schedule (2%) 5,572.50$
Erosion Control (3%) 8,358.75$
Construction Staking (8%) 22,290.00$
Traffic Control (2%) 5,572.50$
Sub-Total 66,870.00$
Construction Items
Total Construction Item Cost 345,495.00$
Construction Item Contin
gencies (30%) 103,648.50$
Total (Construction Items & Contingencies) Cost 449,143.50$ 06/24/2025
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Preliminary Engineering (PE)
Environmental Studies and Permits (PA&ED) (5%) 23,000.00$ Plans, Specifications and Estimates (PS&E) (20%) 90,000.00$ Total PE Cost 113,000.00$
Right of Way (RW)
Ri
ght of Way Engineering 9,000.00$
Acquisitions and Utilities 5,000.00$
Total RW Cost 14,000.00$
Total Pre-construction Costs (PE+RW) 127,000.00$
Construction Engineering (CE)
Construction Engineering (10%) 45,000.00$
Total CE Cost 45,000.00$
Total Project Cost (Total Construction Items & Contingencies Cost + Total PE+RW Costs + CE Cost) 621,143.50$ 06/24/2025
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Vista Sidewalk Evaluation and Prioritization
Order of Magnitude Construction Cost
Project 8 - North Ave (western boundary to Melrose)
Segment Name Length of Segment (LF)
Segment 1 - North Ave (north side of street) from 675' west of Lee Dr to N Melrose Dr 1145
Segment 1 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 4860 SF 20.00$ 97,200.00$
Curb and Gutter 810 LF 55.00$ 44,550.00$
Asphalt 126 TON 325.00$ 40,950.00$
Class II AB 60 CY 150.00$ 9,000.00$
Sawcut, Remove and Dispose of Existing AC Pavement and
Base. 3240 SF 5.50$ 17,820.00$
Concrete Driveway and AC tie-in to existing property 13 EA 9,000.00$ 117,000.00$ Curb Ramps 3E A 9,000.00$ 27,000.00$
Inlet Replacement 0 EA 16,000.00$ -$
Utility Adjustments 6 EA 2,000.00$ 12,000.00$
Aboveground Cabinet Relocation 1 EA 10,000.00$ 10,000.00$ Remove and Relocate Sign and Post 7 EA 500.00$ 3,500.00$ Remove and Relocate Fence 138 LF 250.00$ 34,500.00$
Fire Hydrant Relocation 1 EA 5,000.00$ 5,000.00$
Retaining Walls 25 LF 510.00$ 12,750.00$
Retaining Walls (H>6') 79 LF 1,000.00$ 79,000.00$
Relocate Mailbox 9 EA 1,055.00$ 9,495.00$
Property R/W Encroachment 7 EA 12,000.00$ 84,000.00$
Utility Pole Relocation 4 EA 20,000.00$ 80,000.00$
Sub-Total 683,765.00$
General Items
Demolition (4%) 27,350.60$
Mobilization (5%) 34,188.25$
Maintainance of Schedule (2%) 13,675.30$
Erosion Control (3%) 20,512.95$
Construction Staking (8%) 54,701.20$
Traffic Control (2%) 13,675.30$
Sub-Total 164,103.60$
Construction Items
Total Construction Item Cost 847,868.60$
Construction Item Contin
gencies (30%) 254,360.58$
Total (Construction Items & Contingencies) Cost 1,102,229.18$ Preliminary Engineering (PE)
Environmental Studies and Permits
(PA&ED) (5%) 56,000.00$
Plans, Specifications and Estimates (PS&E) (20%) 221,000.00$ Total PE Cost 277,000.00$
Right of Way (RW)
Ri
ght of Way Engineering 23,000.00$
Acquisitions and Utilities 12,000.00$
Total RW Cost 35,000.00$
Total Pre-construction Costs (PE+RW) 312,000.00$
Construction Engineering (CE)
Construction Engineering (10%) 111,000.00$
Total CE Cost 111,000.00$
Total Project Cost (Total Construction Items & Contingencies Cost + Total PE+RW Costs + CE Cost) 1,525,229.18$ 06/24/2025
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Vista Sidewalk Evaluation and Prioritization
Order of Magnitude Construction Cost
Project 9 - Plymouth Dr (Olive to Vista Village)
Segment Name Length of Segment (LF) ,
Segment 1 - Plymouth Dr (west side of street) from 300' south of Olive Ave to 250' north of Vista Village Dr 1936
Segment 1 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 6075 SF 20.00$ 121,500.00$ Curb and Gutter 1215 LF 55.00$ 66,825.00$ Asphalt 189 TON 325.00$ 61,425.00$ Class II AB 90 CY 150.00$ 13,500.00$ Sawcut, Remove and Dispose of Existing AC Pavement and Base 4860 SF 5.50$ 26,730.00$ Concrete Driveway and AC tie-in to existing property 24 EA 9,000.00$ 216,000.00$ Curb Ramps 6E A 9,000.00$ 54,000.00$
Cross Gutter 820 SF 25.00$ 20,500.00$ Inlet Replacement 0 EA 16,000.00$ -$
Utility Adjustments 5 EA 2,000.00$ 10,000.00$ Aboveground Cabinet Relocation 0 EA 10,000.00$ -$ Remove and Relocate Sign and Post 4 EA 500.00$ 2,000.00$ Remove and Relocate Fence 0 LF 100.00$ -$ Fire Hydrant Relocation 2 EA 5,000.00$ 10,000.00$ Retaining Walls 244 LF 510.00$ 124,440.00$ Retaining Walls (H>6') 13 LF 1,000.00$ 13,000.00$ Relocate Mailbox 4 EA 1,055.00$ 4,220.00$ Property R/W Encroachment 15 EA 12,000.00$ 180,000.00$ Utility Pole Relocation 4 EA 20,000.00$ 80,000.00$ Construct Handrail 244 SF 220.00$ 53,680.00$ Sub-Total 1,057,820.00$
Segment Name Length of Segment (LF)
Segment 2 - Plymouth Dr (east side of street) from 580' south of Olive Ave to 80' north of Vista Village Dr 1778
Segment 2 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 6650 SF 20.00$ 133,000.00$ Curb and Gutter 1330 LF 55.00$ 73,150.00$ Asphalt 207 TON 325.00$ 67,275.00$ Class II AB 99 CY 150.00$ 14,850.00$ Sawcut, Remove and Dispose of Existing AC Pavement and Base 5320 SF 5.50$ 29,260.00$ Concrete Driveway and AC tie-in to existing property 22 EA 9,000.00$ 198,000.00$ Curb Ramps 2E A 9,000.00$ 18,000.00$
Cross Gutter 240 SF 25.00$
Inlet Replacement 0 EA 16,000.00$ -$
Utility Adjustments 7 EA 2,000.00$ 14,000.00$ Aboveground Cabinet Relocation 0 EA 10,000.00$ -$ Remove and Relocate Sign and Post 8 EA 500.00$ 4,000.00$ Remove and Relocate Fence 0 LF 100.00$ -$ Fire Hydrant Relocation 1 EA 5,000.00$ 5,000.00$ Retaining Walls 611 LF 510.00$ 311,610.00$ Retaining Walls (H>6') 149 LF 1,000.00$ 149,000.00$ Relocate Mailbox 14 EA 1,055.00$ 14,770.00$ Property R/W Encroachment 0 EA -$
Utility Pole Relocation 9 EA 20,000.00$ 180,000.00$ Sub-Total 1,211,915.00$
Project 9 Segment Sub-Totals
Segment 1 - Plymouth Dr (west side of street) from 300' south of Olive Ave to 250' north of Vista Villa ge Dr 1,057,820.00$ Segment 2 - Plymouth Dr (east side of street) from 580' south of Olive Ave to 80' north of Vista Village Dr 1,211,915.00$ Project 9 Sub-Total 2,269,735.00$
General Items
Demolition
(4%) 90,789.40$
Mobilization (5%) 113,486.75$
Maintainance of Schedule (2%) 45,394.70$
Erosion Control (3%) 68,092.05$
Construction Staking (8%) 181,578.80$
Traffic Control (2%) 45,394.70$
Sub-Total 544,736.40$
Construction Items
Total Construction Item Cost 2,814,471.40$
Construction Item Contin
gencies (30%) 844,341.42$
Total (Construction Items & Contingencies) Cost 3,658,812.82$ 06/24/2025
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Preliminary Engineering (PE)
Environmental Studies and Permits (PA&ED) (5%) 183,000.00$ Plans, Specifications and Estimates (PS&E) (20%) 732,000.00$ Total PE Cost 915,000.00$
Right of Way (RW)
Ri
ght of Way Engineering 74,000.00$
Acquisitions and Utilities 37,000.00$
Total RW Cost 111,000.00$
Total Pre-construction Costs (PE+RW) 1,026,000.00$
Construction Engineering (CE)
Construction Engineering (10%) 366,000.00$
Total CE Cost 366,000.00$
Total Project Cost (Total Construction Items & Contingencies Cost + Total PE+RW Costs + CE Cost) 5,050,812.82$ 06/24/2025
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Vista Sidewalk Evaluation and Prioritization
Order of Magnitude Construction Cost
Project 10 - Alestar St / Eucalyptus Ave / Traci Ln
Segment Name Length of Segment (LF)
Segment 1 - Eucalyptus Ave (south side of street) from 550' east of Civic Center Dr to Amber Ln 980
Segment 1 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 4090 SF 20.00$ 81,800.00$
Curb and Gutter 818 LF 55.00$ 44,990.00$
Asphalt 127 TON 325.00$ 41,275.00$
Class II AB 61 CY 150.00$ 9,150.00$
Sawcut, Remove and Dispose of Existing AC Pavement and Base 3272 SF 5.50$ 17,996.00$ Concrete Driveway and AC tie-in to existing property 6 EA 9,000.00$ 54,000.00$ Curb Ramps 3E A 9,000.00$ 27,000.00$
Cross Gutter 640 SF 25.00$ 16,000.00$
Inlet Replacement 0 EA 16,000.00$ -$
Utility Adjustments 4 EA 2,000.00$ 8,000.00$
Aboveground Cabinet Relocation 0 EA 10,000.00$ -$
Remove and Relocate Sign and Post 3 EA 500.00$ 1,500.00$ Remove and Relocate Fence 0 LF 100.00$ -$
Fire Hydrant Relocation 2 EA 5,000.00$ 10,000.00$
Retaining Walls 0 LF 510.00$ -$
Retaining Walls (H>6') 0 LF 1,000.00$ -$
Relocate Mailbox 0 EA 1,055.00$ -$
Property R/W Encroachment 1 EA 12,000.00$ 12,000.00$
Utility Pole Relocation 0 EA 20,000.00$ -$
Sub-Total 323,711.00$
Segment Name Length of Segment (LF)
Segment 2 - Eucalyptus Ave (south side of street) from Amber Ln to Beaumont Dr 2200
Segment 2 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 8055 SF 20.00$ 161,100.00$
Curb and Gutter 1611 LF 55.00$ 88,605.00$
Asphalt 250 TON 325.00$ 81,250.00$
Class II AB 120 CY 150.00$ 18,000.00$
Sawcut, Remove and Dispose of Existing AC Pavement and Base 6444 SF 5.50$ 35,442.00$ Concrete Driveway and AC tie-in to existing property 22 EA 9,000.00$ 198,000.00$ Curb Ramps 8E A 9,000.00$ 72,000.00$
Cross Gutter 1000 SF 25.00$ 25,000.00$
Inlet Replacement 5 EA 16,000.00$ 80,000.00$
Utility Adjustments 5 EA 2,000.00$ 10,000.00$
Aboveground Cabinet Relocation 0 EA 10,000.00$ -$
Remove and Relocate Sign and Post 12 EA 500.00$ 6,000.00$ Remove and Relocate Fence 0 LF 100.00$ -$
Fire Hydrant Relocation 2 EA 5,000.00$ 10,000.00$
Retaining Walls 0 LF 510.00$ -$
Retaining Walls (H>6') 0 LF 1,000.00$ -$
Construct Handrail 0 SF 220.00$ -$
Relocate Mailbox 16 EA 1,055.00$ 16,880.00$
Property R/W Encroachment 0 EA -$
Utility Pole Relocation 5 EA 20,000.00$ 100,000.00$
Sub-Total 902,277.00$
Segment Name Length of Segment (LF)
Segment 3 - Eucalyptus Ave (south side of street) from Beaumont Dr to Quigg Pl 190
Segment 3 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 590 SF 20.00$ 11,800.00$
Curb and Gutter 118 LF 55.00$ 6,490.00$
Asphalt 19 TON 325.00$ 6,175.00$
Class II AB 9C Y 150.00$ 1,350.00$
Sawcut, Remove and Dispose of Existing AC Pavement and Base 472 SF 5.50$ 2,596.00$ Concrete Driveway and AC tie-in to existing property 1 EA 9,000.00$ 9,000.00$ Curb Ramps 3E A 9,000.00$ 27,000.00$
Cross Gutter 710 SF 25.00$ 17,750.00$
Inlet Replacement 0 EA 16,000.00$ -$
Utility Adjustments 4 EA 2,000.00$ 8,000.00$
Aboveground Cabinet Relocation 0 EA 10,000.00$ -$
Remove and Relocate Sign and Post 1 EA 500.00$ 500.00$
Remove and Relocate Fence 0 LF 100.00$ -$
Fire Hydrant Relocation 0 EA 5,000.00$ -$
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Retaining Walls 0 LF 510.00$ -$
Retaining Walls (H>6') 0 LF 1,000.00$ -$
Relocate Mailbox 0 EA 1,055.00$ -$
Relocate Street Light 0 EA 12,000.00$ -$
Property R/W Encroachment 0 EA -$
Utility Pole Relocation 1 EA 20,000.00$ 20,000.00$
Sub-Total 110,661.00$
Segment Name Length of Segment (LF)
Segment 4 - Eucalyptus Ave (south side of street) from Eucalyptus Ln to Alta Vista Dr 1400
Segment 4 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 5615 SF 20.00$ 112,300.00$
Curb and Gutter 1123 LF 55.00$ 61,765.00$
Asphalt 175 TON 325.00$ 56,875.00$
Class II AB 84 CY 150.00$ 12,600.00$
Sawcut, Remove and Dispose of Existing AC Pavement and Base 4492 SF 5.50$ 24,706.00$ Concrete Driveway and AC tie-in to existing property 10 EA 9,000.00$ 90,000.00$ Curb Ramps 2E A 9,000.00$ 18,000.00$
Cross Gutter 200 SF 25.00$ 5,000.00$
Inlet Replacement 1 EA 16,000.00$ 16,000.00$
Utility Adjustments 2 EA 2,000.00$ 4,000.00$
Aboveground Cabinet Relocation 0 EA 10,000.00$ -$
Remove and Relocate Sign and Post 2 EA 500.00$ 1,000.00$ Remove and Relocate Fence 0 LF 100.00$ -$
Fire Hydrant Relocation 1 EA 5,000.00$ 5,000.00$
Retaining Walls 609 LF 510.00$ 310,590.00$
Retaining Walls (H>6') 347 LF 1,000.00$ 347,000.00$
Relocate Mailbox 9 EA 1,055.00$ 9,495.00$
Property R/W Encroachment 0 EA -$
Utility Pole Relocation 2 EA 20,000.00$ 40,000.00$
Sub-Total 1,114,331.00$
Segment Name Length of Segment (LF)
Segment 5 - Eucalyptus Ave (north side of street) from Avalon Dr to 240' west of Vista Glen Ln 660
Segment 5 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 2555 SF 20.00$ 51,100.00$
Curb and Gutter 511 LF 55.00$ 28,105.00$
Asphalt 80 TON 325.00$ 26,000.00$
Class II AB 38 CY 150.00$ 5,700.00$
Sawcut, Remove and Dispose of Existing AC Pavement and Base 2044 SF 5.50$ 11,242.00$ Concrete Driveway and AC tie-in to existing property 6 EA 9,000.00$ 54,000.00$ Curb Ramps 3E A 9,000.00$ 27,000.00$
Cross Gutter 660 SF 25.00$
Inlet Replacement 0 EA 16,000.00$ -$
Utility Adjustments 1 EA 2,000.00$ 2,000.00$
Aboveground Cabinet Relocation 0 EA 10,000.00$ -$
Remove and Relocate Sign and Post 0 EA 500.00$ -$
Remove and Relocate Fence 0 LF 100.00$ -$
Fire Hydrant Relocation 0 EA 5,000.00$ -$
Retaining Walls 0 LF 510.00$ -$
Retaining Walls (H>6') 0 LF 1,000.00$ -$
Relocate Mailbox 0 EA 1,055.00$ -$
Property R/W Encroachment 7 EA 12,000.00$ 84,000.00$
Utility Pole Relocation 1 EA 20,000.00$ 20,000.00$
Sub-Total 309,147.00$
Segment Name Length of Segment (LF)
Segment 6 - Eucalyptus Ave (north side of street) from Marlin Dr to Beaumont Dr 1760
Segment 6 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 5690 SF 20.00$ 113,800.00$
Curb and Gutter 1138 LF 55.00$ 62,590.00$
Asphalt 177 TON 325.00$ 57,525.00$
Class II AB 85 CY 150.00$ 12,750.00$
Sawcut, Remove and Dispose of Existing AC Pavement and Base 4552 SF 5.50$ 25,036.00$ Concrete Driveway and AC tie-in to existing property 27 EA 9,000.00$ 243,000.00$ Curb Ramps 5E A 9,000.00$ 45,000.00$
Cross Gutter 840 SF 25.00$ 21,000.00$
Inlet Replacement 2 EA 16,000.00$ 32,000.00$
Utility Adjustments 1 EA 2,000.00$ 2,000.00$
Aboveground Cabinet Relocation 0 EA 10,000.00$ -$
Remove and Relocate Sign and Post 8 EA 500.00$ 4,000.00$ 06/24/2025
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Remove and Relocate Fence 0 LF 100.00$ -$
Fire Hydrant Relocation 1 EA 5,000.00$ 5,000.00$
Retaining Walls 617 LF 510.00$ 314,670.00$
Retaining Walls (H>6') 0 LF 1,000.00$ -$
Relocate Mailbox 12 EA 1,055.00$ 12,660.00$
Property R/W Encroachment 7 EA 12,000.00$ 84,000.00$
Utility Pole Relocation 8 EA 20,000.00$ 160,000.00$
Sub-Total 1,195,031.00$
Segment Name Length of Segment (LF)
Segment 7 - Eucalyptus Ave (north side of street) from 550' west of Beaumont Dr to Alta Vista Dr 1144
Segment 7 - Civil Improvements
Description Quantity Unit Unit Cost Total Cost
Sidewalk 4035 SF 20.00$ 80,700.00$
Curb and Gutter 807 LF 55.00$ 44,385.00$
Asphalt 126 TON 325.00$ 40,950.00$
Class II AB 60 CY 150.00$ 9,000.00$
Sawcut, Remove and Dispose of Existing AC Pavement and Base 3228 SF 5.50$ 17,754.00$ Concrete Driveway and AC tie-in to existing property 17 EA 9,000.00$ 153,000.00$ Curb Ramps 1E A 9,000.00$ 9,000.00$
Cross Gutter 0S F 25.00$
Inlet Replacement 4 EA 16,000.00$ 64,000.00$
Utility Adjustments 0 EA 2,000.00$ -$
Aboveground Cabinet Relocation 0 EA 10,000.00$ -$
Remove and Relocate Sign and Post 7 EA 500.00$ 3,500.00$ Remove and Relocate Fence 0 LF 100.00$ -$
Fire Hydrant Relocation 0 EA 5,000.00$ -$
Retaining Walls 161 LF 510.00$ 82,110.00$
Retaining Walls (H>6') 0 LF 1,000.00$ -$
Relocate Mailbox 10 EA 1,055.00$ 10,550.00$
Property R/W Encroachment 0 EA -$
Utility Pole Relocation 1 EA 20,000.00$ 20,000.00$
Sub-Total 534,949.00$
Project 10 Segment Sub-Totals
Segment 1 - Eucalyptus Ave (south side of street) from 550' east of Civic Center Dr to Amber Ln 323,711.00$ Segment 2 - Eucalyptus Ave (south side of street) from Amber Ln to Beaumont Dr 902,277.00$ Segment 3 - Eucalyptus Ave (south side of street) from Beaumont Dr to Quigg Pl 110,661.00$ Segment 4 - Eucalyptus Ave (south side of street) from Eucalyptus Ln to Alta Vista Dr 1,114,331.00$ Segment 5 - Eucalyptus Ave (north side of street) from Avalon Dr to 240' west of Vista Glen Ln 309,147.00$ Segment 6 - Eucalyptus Ave (north side of street) from Marlin Dr to Beaumont Dr 1,195,031.00$ Segment 7 - Eucalyptus Ave (north side of street) from 550' west of Beaumont Dr to Alta Vista Dr 534,949.00$ Project 10 Sub-Total 4,490,107.00$
General Items
Demolition
(4%) 179,604.28$
Mobilization (5%) 224,505.35$
Maintainance of Schedule (2%) 89,802.14$
Erosion Control (3%) 134,703.21$
Construction Staking (8%) 359,208.56$
Traffic Control (2%) 89,802.14$
Sub-Total 1,077,625.68$
Construction Items
Total Construction Item Cost 5,567,732.68$
Construction Item Contin
gencies (30%) 1,670,319.80$
Total (Construction Items & Contingencies) Cost 7,238,052.48$ Preliminary Engineering (PE)
Environmental Studies and Permits
(PA&ED) (5%) 362,000.00$
Plans, Specifications and Estimates (PS&E) (20%) 1,448,000.00$ Total PE Cost 1,810,000.00$
Right of Way (RW)
Ri
ght of Way Engineering 145,000.00$
Acquisitions and Utilities 73,000.00$
Total RW Cost 218,000.00$
Total Pre-construction Costs (PE+RW) 2,028,000.00$
Construction Engineering (CE)
Construction Engineering (10%) 724,000.00$
Total CE Cost 724,000.00$
Total Project Cost (Total Construction Items & Contingencies Cost + Total PE+RW Costs + CE Cost) 9,990,052.48$ 06/24/2025
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Vista City CouncilJune 24, 2025

Vista City Council
June 24, 2025