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HomeMy WebLinkAbout10-23-2025 ATC Agenda Packet - Special Meeting Active Transportation Committee AGENDA Thursday, October 23, 2025, 6:00 p.m. Council Hearing Room, 990 Palm Street, San Luis Obispo The Active Transportation Committee holds in-person meetings. Zoom participation will not be supported. Attendees of City Council or Advisory Body meetings are eligible to receive one hour of complimentary parking; restrictions apply, visit Parking for Public Meetings for more details. INSTRUCTIONS FOR PUBLIC COMMENT: Public Comment prior to the meeting (must be received 3 hours in advance of the meeting): Mail - Delivered by the U.S. Postal Service. Address letters to the City Clerk's Office at 990 Palm Street, San Luis Obispo, California, 93401. Email - Submit Public Comments via email to advisorybodies@slocity.org. In the body of your email, please include the date of the meeting and the item number (if applicable). Emails will not be read aloud during the meeting. Voicemail - Call (805) 781-7164 and leave a voicemail. Please state and spell your name, the agenda item number you are calling about, and leave your comment. Verbal comments must be limited to 3 minutes. Voicemails will not be played during the meeting. *All correspondence will be archived and distributed to members, however, submissions received after the deadline may not be processed until the following day. Public Comment during the meeting: Meetings are held in-person. To provide public comment during the meeting, you must be present at the meeting location. Electronic Visual Aid Presentation. To conform with the City's Network Access and Use Policy, Chapter 1.3.8 of the Council Policies & Procedures Manual, members of the public who desire to utilize electronic visual aids to supplement their oral presentation must provide display-ready material to the City Clerk by 12:00 p.m. on the day of the meeting. Contact the City Clerk's Office at cityclerk@slocity.org or (805) 781-7114. Pages 1.CALL TO ORDER Chair Garrett Otto will call the Special Meeting of the Active Transportation Committee to order. 2.PUBLIC COMMENT FOR ITEMS NOT ON THE AGENDA At this time, people may address the Committee about items not on the agenda. Persons wishing to speak should come forward and state their name and address. Comments are limited to three minutes per person. Items raised at this time are generally referred to staff and, if action by the Committee is necessary, may be scheduled for a future meeting. 3.BUSINESS ITEMS 3.a PRADO ROAD INTERCHANGE - VALUE ANALYSIS PHASE UPDATE 5 Receive an update on the Prado Road Interchange Value Analysis phase; and, 1. Provide comments for City Council’s consideration that will guide further development of project design of multi-modal elements. 2. 4.ADJOURNMENT The next Regular Meeting of the Active Transportation Committee meeting is scheduled for November 20, 2025, at 6:00 p.m. in the Council Hearing Room at City Hall, 990 Palm Street, San Luis Obispo. LISTENING ASSISTIVE DEVICES are available -- see the Clerk The City of San Luis Obispo wishes to make all of its public meetings accessible to the public. Upon request, this agenda will be made available in appropriate alternative formats to persons with disabilities. Any person with a disability who requires a modification or accommodation in order to participate in a meeting should direct such request to the City Clerk’s Office at (805) 781-7114 at least 48 hours before the meeting, if possible. Telecommunications Device for the Deaf (805) 781-7410. Agenda related writings or documents provided to the Active Transportation Committee are available for public inspection on the City’s website: https://www.slocity.org/government/mayor-and-city-council/agendas-and- minutes. Meeting recordings may be found on the City’s website: https://opengov.slocity.org/WebLink/Browse.aspx?id=60965 Page 4 of 30 City of San Luis Obispo, Agenda, Planning Commission Active Transportation Committee AGENDA REPORT ITEM 3A DATE: October 23, 2025 FROM: Matt Horn, Major City Projects Manager SUBJECT: Prado Road Interchange – Value Analysis Phase Update Recommendation: 1. Receive an update on the Prado Road Interchange Value Analysis phase; and, 2. Provide comments for City Council’s consideration that will guide further development of project design of multi-modal elements. REPORT IN BRIEF The Prado Road Interchange Project is a long-planned regional mobility improvement that will extend Prado Road over US 101 to Dalidio Drive, realign Elks Lane, and add a northbound auxiliary lane to Madonna Road. Together with the adjacent Prado Creek Bridge Replacement and future Prado Road Extension projects, the interchang e will complete a critical multimodal east–west connection across the City, improving congestion, safety, and access for all travel modes. City Council approved the Preferred Alternative in 2023 and awarded the Plans, Specifications, and Estimate (PS&E) design phase to Consor Engineering in February 2025. At that time, Council expressed concern over escalating project costs —now estimated at $147 million, with roughly $110 million still unfunded —and directed staff to pursue additional cost-reduction strategies and regional funding opportunities. Consor Engineering’s Value Analysis work determined that several refinements that collectively reduce estimated construction costs by about $8 million while maintaining multimodal functionality are feasible. These include using cast-in-drilled-hole (CIDH) columns instead of driven piles, long-span precast girders to avoid falsework over US 101, reducing bridge design speed and deck width, and increasing use of recycled materials. Further evaluation of traffic lane width reductions and traffic lane reductions and a consolidated shared-use path on the south side of Prado Road could yield an additional $12 million in savings. To implement these refinements, Consor divided Prado Road into three segments, tailoring cross-sections to context. Segment 1 (Dalidio Drive to US 101) narrows the bridge from over 103 feet to 63 feet; Segment 2 (US 101 to Elks Lane) widens to 85 feet to accommodate ramps; and Segment 3 (Elks Lane to South Higuera Street) transitions to the upcoming Prado Creek Bridge improvements. Extending the shared -use-path Page 5 of 30 Active Transportation Committee, October 23, 2025_ Page 2 design through the creek bridge could further reduce costs and provide corridor -wide consistency. Staff, in coordination with SLOCOG, Caltrans, and Consor, are preparing the project for competitive grant cycles such as the Federal RAISE and State SB 1 Solutions for Congested Corridors (SCCP) programs and exploring “bundling” the interchange with adjacent corridor projects to improve funding competitiveness. The Active Transportation Committee (ATC) is asked to provide input on the proposed multimodal cross-section, confirm that it maintains an appropriate level of bicycle and pedestrian service, and consider whether the same design should extend east to the Prado Creek Bridge. Council will review the ATC’s recommendations on November 4, 2025, after which staff will prepare a Supplemental Project Report for Caltrans review. Construction is anticipated to begin in 2029. INTRODUCTION The Prado Road Interchange Project is a long-planned regional mobility improvement that will extend Prado Road over US 101 to Dalidio Drive, realign Elks Lane, and add a northbound auxiliary lane to Madonna Road. Together, thes e improvements will relieve congestion, strengthen multimodal connectivity, and improve emergency access across the southern portion of the City. On September 5, 2023, City Council reviewed several different alternatives for the Prado Interchange Project and selected the Preferred Alternative and approved the Project Report. The total current and future cost to implement the Preferred Alternative is anticipated to be $147 million of which $110 million has yet to be secured and is anticipated to be funded by both grants and debt financing. On February 18, 2025, City Council awarded the Plans, Specifications & Estimate phase of the project to Consor Engineering and expressed significant concern regarding the total cost of the project, the anticipated amount of debt financing the City would be required to take on, and expressed a strong desire to obtain additional regional funding for the project. At that same time, City Council approved of the planned value analysis work to reduce costs that is currently ongoing. This report reviews the planned improvements associated with the approved preferred project alternative and introduces revised project elements to reduce costs. Council will benefit from the Active Transportation Committee’s thoughts on this value analysis work and is scheduled to review this item on November 4, 2025. PROJECT BACKGROUND The US 101/Prado Road Interchange has been identified in City and Regional Transportation Plans to address east–west connectivity constraints created by the US 101 and how the City has developed around the US 101. Current crossings at Los Osos Valley Road (LOVR) and Madonna Road are at capacity, and regional growth is projected to degrade operations on both US 101 and local streets. Completed housing projects, such as San Luis Ranch and future planned housing development in the areas Margarita Area and Tank Farm Road are dependent upon completion of this project. Both the Preferred Alternative and the Value Analysis alternative for the Prado Interchange Project will: Page 6 of 30 Active Transportation Committee, October 23, 2025_ Page 3  Extend Prado Road over US 101 to Dalidio Drive, creating a continuous east–west arterial connection.  Reconstruct the northbound on/off-ramps and add a northbound auxiliary lane between Prado and Madonna.  Realign Elks Lane behind the RTA facility and 40 Prado Homeless Services Center to connect with Prado Road at a new signalized intersection.  Widen Prado Road between Elks Lane and South Higuera Street with sidewalks and bikeways. These improvements will reduce citywide vehicle miles traveled (VMT) by approximately 0.5% (≈ 2,700 miles per day), relieve congestion at neighboring interchanges, and complete a critical multimodal corridor identified as a Tier 1 priority in the 2021 Active Transportation Plan. Figure 1 – Plan View of the Preferred Alternative Page 7 of 30 Active Transportation Committee, October 23, 2025_ Page 4 Figure 2 – Interchange Renderings (US 101 Northbound) Figure 3 – Interchange Renderings (US 101 Southbound) RELATED PROJECTS – PRADO CORRIDOR CONNECTIVITY PROJECTS The Prado Road Interchange is one of three coordinated projects that together will create a critical east–west connection linking Broad Street to Madonna Road. This continuous multimodal corridor will provide improved access for vehicles, bicycles, pedestrians, and transit, relieving congestion on existing interchanges and enhancing connectivity between key employment, residential, and commercial areas in the southern portion of the City. The three related projects are shown below in Figure 4 and include: Prado Road Bridge Replacement. Located west of South Higuera Street, this separate bridge replacement is required due to structural deficiencies of the bridge and will proceed before the interchange. This project will reconstruct the Prado Road and Higuera Street intersection, replace the existing Prado Road Bridge at San Luis Creek and improve Prado Road from Higuera Street westerly to the beginning of the City’s Water Resource Recovery Facility and provide bicycle facilities on Prado Road east of Higuera Street to the Serra Meadows Roundabout. Coordination between both projects is ongoing to ensure design consistency and minimize disruption. Future Prado Road Extension. The City has a long-range plan to extend Prado Road east to Broad Street to complete the corridor connecting Broad to Madonna. Timing of this future project will depend on private development participation and right-of-way dedication. It is the intent of both the Prado Interchange and Prado Creek Bridge projects to size and construction the planned improvements to facilitate a future connection to Broad Street. Page 8 of 30 Active Transportation Committee, October 23, 2025_ Page 5 Figure 4 – Related Project Vicinity Map PRADO INTERCHANGE DELIVERY PROCESS - CALTRANS DELIVERY PROCESS The Prado Interchange Project is a partnership between the City and Caltrans. Caltrans is assisting the City with project delivery and will eventually assume maintenance of portions of this facility. Throughout the process (from planning to construction), Caltrans staff review and approve major deliverables to ensure compliance with Caltrans standards. Once the interchange is constructed, Caltrans will assume maintenance for the bridge structure, ramps, and operation of the Prado Road/US 101 Northbound Ramps traffic signal. All improvements within Caltrans Right-of-Way must be designed to Caltrans Standards. The Caltrans interchange delivery process is divided into four phases which are as follows: Page 9 of 30 Active Transportation Committee, October 23, 2025_ Page 6 1. Project Study Report – Project Development Support (PSR-PDS): This is the project initiation phase which outlines the transportation problem and potential solutions. This phase for the Prado Interchange Project was completed in 2018. 2. Project Approval & Environmental Document (PA/ED): This phase of work develops several alternatives, completes the necessary environmental review and clearance, and upon completion the selection of the Preferred Alternative for further design in the next phase. Due to the anticipated project cost, a value analysis was completed in order to reduce costs where appropriate. The PAED phase of work was completed in 2024. 3. Plans, Specifications & Estimate (PS&E): This phase of work will complete the value analysis work that was started in the PAED phase and complete the plan develop for the Prado Road Interchange to a state in which the City will be able to publicly bid the project for a contractor to construct the Prado Interchan ge. This is the current phase of the project which is anticipated to be complete in 2029. 4. Construction: This phase of work will construct the design improvements. Construction is anticipated to start in 2029 and be complete in 2031. VALUE ANALYSIS AND ALTERNATIVES TO REDUCE PROJECT COST A formal five-day Value Analysis workshop was completed in March 2023 and evaluated opportunities to reduce cost and improve constructability while maintaining multimodal goals. Recommendations from this work included: 1. Use cast-in-drilled-hole columns instead of driven piles. 2. Use long-span precast girders to increase the speed of construction. 3. Reduce the bridge design speed from 45 mph to 35 mph which will reduce structure size and cost. 4. Reduce lane and shoulder widths to reduce deck area. 5. Increase recycled content (aggregate, steel, fly ash) in the concrete design to lower cost and emissions. On September 5, 2023, City Council reviewed several different alternatives for the Prado Interchange Project and selected the Preferred Alternative. The Preferred Alternative for the interchange is shown in Figure 1 of this report and includes the following improvements:  Tight-diamond partial interchange with northbound ramps.  Two travel lanes each direction on Prado Road with median/turn lane.  Protected sidewalks and bikeways on both sides of the bridge.  Elevated roadway segments supported by columns to avoid floodplain impacts.  Elks Lane realignment and new signalized intersection.  Space reserved for potential future southbound ramps. Page 10 of 30 Active Transportation Committee, October 23, 2025_ Page 7 Since that time, however, the costs for construction of the project have escalated $34.2 million. The total current and future cost to implement the Preferred Alternative is anticipated to be $147 million of which $110 million has yet to be secured and is anticipated to be funded by both grants and debt financing. On February 18, 2025, City Council awarded the Plans, Specifications & Estimate phase of the project to Consor Engineering and expressed concern regarding the total cost of the project and approved of the planned value analysis work to reduce costs that is currently ongoing. Given this concern, Consor Engineering’s first action was to evaluate how these cost reduction-strategies could be integrated into the final design for Council’s consideration. Consor Engineering’s Value Analysis Work Consor Engineering evaluated the value analysis recommendations to confirm which recommendations could be integrated into final design to improve constructability, reduce cost, and maintain multimodal functionality consistent with Caltrans standards and the City’s design objectives. Consor Engineering’s review confirmed that several key recommendations are technically sound and should be incorporated into the project: 1. Cast-in-Drilled-Hole (CIDH) Columns: Replacing driven piles with large-diameter CIDH shafts reduces construction noise, minimizes vibration impacts to nearby facilities such as 40 Prado and the Regional Transit Authority (RTA) campus, and reduces the need for large underground pile caps. This approach also shortens construction time and simplifies foundation work within constrained utility and floodplain areas. 2. Long-Span Precast Bridge Girders: Utilizing longer precast girders eliminates the need for falsework over U.S. 101, which reduces traffic impacts, improves safety, and lowers required bridge elevation. The reduced profile shortens overall bridge length and results in substantial material and cost savings. 3. Reduced Design Speed and Roadway Width: Lowering the bridge design speed from 45 to 35 miles per hour allows for tighter horizontal and vertical geometry and, in combination with slightly narrower lane and shoulder widths, reduces the bridge deck area by approximately 26 feet. This smaller footprint supports the City’s target speed objectives and lowers construction and right-of-way costs while maintaining acceptable traffic operations. 4. Increased Use of Recycled and Reclaimed Materials: The design will maximize the reuse of existing pavement and base materials from Elks Lane, Prado Road, and the freeway ramps. These materials can be incorporated into new asphalt and concrete, reducing greenhouse gas emissions and material costs. The combination of these refinements is estimated to reduce total project construction costs by approximately $8 million. In addition to cost savings, these changes provide environmental and community benefits by reducing noise, lowering construction duration, and maintaining access for nearby facilities. Staff will be recommending inclusion of these changes to Council. The same value analysis also highlighted that traffic lane and shoulder widths could be reduced to further reduce project costs. In addition to these reductions Consor Engineering looked at the context of the corridor. The project is essentially abutting two Page 11 of 30 Active Transportation Committee, October 23, 2025_ Page 8 existing but separate shared use bike and pedestrian paths that are not currently planned to be connected. See Figure 5 below: Figure 5 – Location of San Luis Ranch and Bob Jones path terminuses Consor Engineering is recommending implementation of the traffic lane width reductions identified in the 2023 Value Analysis to reduce overall construction costs while maintaining multimodal connectivity. In addition, Consor Engineering proposes consolidating bicycle and pedestrian facilities into a single shared -use path along the southerly side of Prado Road, rather than providing separate on-street striped bike lanes and sidewalk-level one-way protected bike lanes on both sides. This approach reduces the total bridge width and is anticipated to reduce project costs by approximately $12 million while still meeting the City’s multimodal objectives. Con sor Engineering’s design philosophy emphasizes providing on-street bicycle facilities for strong and confident riders, while also incorporating a protected shared-use path on one side of the street for users who prefer greater separation from vehicle traffic. Consor Engineering’s Value Analysis Lane Reductions Along Prado Road, the Preferred Alternative design provides two travel lanes in each direction, a center lane used for turning movements or m edian, and paved shoulders on both sides of the roadway. The design also includes one-way sidewalk-level protected bicycle lanes and sidewalks on both sides to accommodate multimodal travel. To support this cross section, the bridge portion of the project spanning US 101 must be constructed with a width exceeding 103 feet. Based on current market conditions, each additional foot of bridge width adds approximately $500,000 to the total construction cost. These costs are expected to escalate over the next four years as the project approaches its anticipated Page 12 of 30 Active Transportation Committee, October 23, 2025_ Page 9 construction start. Figure 6 below illustrates a typical cross section of the proposed roadway. Figure 6 – Typical Roadway Section for the Preferred Alternative along Prado Road Given the significant cost associated with bridge construction, Consor Engineering focused on strategies to reduce the overall bridge width while still meeting the project’s transportation and multimodal goals. To achieve this, the design team divided Prad o Road into three functional segments, as illustrated in Figure 7. Segment 1 extends from the existing roundabout at Dalidio Drive within the San Luis Ranch development eastward to the northbound on- and off-ramps at US 101. Segment 2 continues from the ramps across the bridge structure to the realigned Elks Lane and the Water Resource Recovery Facility (WRRF) entrance. Segment 3 extends east from Elks Lane to South Higuera Street, providing a transition to the planned Prado Creek Bridge improvements. By separating the roadway into these segments, Consor was able to tailor the cross section and structural design for each segment—narrowing travel lanes, adjusting median widths, and varying structural support types where appropriate—to minimize bridge width and associated construction costs while maintaining safety, access, and multimodal continuity across the corridor. Figure 7 – Prado Road Segments Segment 1 reduces the bridge width from more than 103 feet to approximately 63 feet by providing a more efficient cross section consisting of one travel lane in each direction, a center lane used for turning movements or as a median, on-street bike lanes, a sidewalk on the north side of the bridge, and a shared-use path on the south side. This configuration maintains multimodal access while significantly reducing bridge width and overall construction cost. Page 13 of 30 Active Transportation Committee, October 23, 2025_ Page 10 Figure 8 – Segment 1 Segment 2 increases the bridge width from approximately 63 feet to roughly 85 feet to accommodate the northbound on- and off-ramps connecting Prado Road to US 101. The added width allows for two additional travel lanes to manage ramp traffic and improve operations through the interchange area. This segment continues the shared -use path along the south side of Prado Road, with two travel lanes in each direction and a center turn lane or median. The configuration enhances safety and accessibility for all user s while providing direct access to the realigned Elks Lane and the City’s Water Resource Recovery Facility (WRRF). Figure 9 – Segment 2 Segment 3 transitions the Segment 2 improvements to the planned improvements of the Prado Creek Bridge Replacement Project. The section provides two travel lanes in each direction, a center turn lane or median, a sidewalk and protected bike path on the north side of the roadway, and a shared-use path on the south side. This segment ties into future improvements at the Prado Road/South Higuera Street intersection and supports the City’s long-term goal of establishing a continuous east-west multimodal corridor from Broad Street to Madonna Road. Page 14 of 30 Active Transportation Committee, October 23, 2025_ Page 11 Figure 10 – Segment 3 Figures 11 and 12 below illustrate the planned improvements for the Prado Creek Bridge Replacement Project. This project is currently designed to provide six travel lanes, on- street shoulders/bike lanes, one-way sidewalk-level protected bike lanes on each side of the street, sidewalks, and includes relocation of the existing Bob Jones Trail bridge to accommodate the widened roadway. The current estimated cost of the project is approximately $45.5 million. If the previously discussed bicycle and pedestrian configuration from Segments 1 and 2 featuring a shared-use path on the south side and consolidated multimodal facilities were extended through the creek bridge project, there is an opportunity to achieve consistency across the corridor and may reduce overall project costs. Figure 11 – Plan View of Prado Creek Bridge Project Page 15 of 30 Active Transportation Committee, October 23, 2025_ Page 12 Figure 12 – Prado Road Section for the Prado Creek Bridge Project COST COMPARISON Table 1 presents a comparison of Prado Road Interchange project costs by phase. The column labeled PA represents the cost of implementing the Preferred Alternative selected by City Council in 2023. The column labeled PA VA reflects the same Preferred Alternative that incorporates the Value Analysis recommendations, including use of cast- in-drilled-hole columns, long-span precast girders, reduced bridge design speed, and increased use of recycled materials. The column labeled PA Reduction includes the Value Analysis recommendations and additional cost savings associated with narrower travel lane and lane reductions. It is assumed that costs for other project phases, including design, right of way acquisition, utility relocation, construction administration, and construction management, will remain largely unchanged regardless of which construction cost reductions are implemented. Because a large portion of the project cost is anticipated to be debt financed, the table also identifies the corresponding annual debt service savings that would be realized over a 30-year repayment period under each reduced cost alternative. Table 1 – Cost Comparison Phase PA PA VA PA Reduction Design $10,045,780 $10,045,780 $10,045,780 Right of Way $2,000,000 $2,000,000 $2,000,000 Utilities Relocation $2,000,000 $2,000,000 $2,000,000 Construction Admin $2,000,000 $2,000,000 $2,000,000 Construction Management $11,000,000 $11,000,000 $11,000,000 Construction $119,000,000 $111,000,000 $99,000,000 Total $147,545,780 $139,545,780 $127,545,780 Annual Savings for 30 years - $490,664 $1,222,660 Debt service payments for projects included in the City’s Capital Improvement Plan are funded through future allocations from the Capital Improvement Plan budget. As a result, any reduction in the total project cost directly increases the City’s future capacity to deliver other capital improvements, including ATP projects. Conversely, higher project costs would reduce the amount of funding available over the next 30 years for other public improvements such as roadway rehabilitation, sidewalk replacement, and park development. Page 16 of 30 Active Transportation Committee, October 23, 2025_ Page 13 Future Grant Possibilities Staff, in coordination with SLOCOG and Consor Engineering, are actively monitoring several federal and state funding programs that align with the Prado Road Interchange Project. The most competitive opportunities are anticipated to include the Federal RAISE (Rebuilding American Infrastructure with Sustainability and Equity) program and the State SB 1 Solutions for Congested Corridors (SCCP) program, both of which prioritize multimodal connectivity, safety, and climate-resilient infrastructure. In addition, there may be opportunities to enhance overall grant competitiveness by bundling the Prado Interchange with complementary corridor improvements, such as the Prado Creek Bridge Replacement and future active transportation connections. This bundling approach has been successfully utilized within the region to secure SB 1 funds for the US 101 South County Mobility Improvement Project. Staff will continue coordination with SLOCOG, Caltrans, and Consor to position the project for upcoming funding cycles and to maximize external grant contributions, thereby reducing the City’s future debt obligations associated with interchange construction. Consistency with the Active Transportation Plan The City’s Active Transportation Plan (ATP), adopted by City Council on February 2, 2021, is a 20-year blueprint to make walking, bicycling, and other human-powered travel safe, connected, and accessible for people of all ages and abilities. Replacing the 2013 Bicycle Transportation Plan, it supports the City’s Climate Action Plan and General Plan Circulation Element goals to reduce vehicle use and carbon emissions. The ATP includes a prioritized network of new and improved bikeways, sidewalks, and crossings; design guidelines aligned with state and national best practices; and programs to encourage and educate residents about active travel. In the vicinity of US 101, the ATP’s Figure 18 on Page 99 proposes bike and pedestrian improvements shown in Table 2 below. Roadway ATP Identified Improvements Prado Road Protected Bike Lanes Los Osos Valley Road Protected Bike Lanes Madonna Road Shared Use Path & Protected Bike Lanes California Shared Use Path Table 2 Ultimately, the tangible changes from an active transportation perspective proposed with the Value Analysis (VA) Alternative are relatively limited but meaningful. The changes include: 1. Eliminating a one-way protected bike lane on the north side of Prado Road for a portion of the corridor, 2. Consolidating pedestrian and bicycle facilities on the south side of the street as a shared-use path, and 3. Allowing two-way bicycle travel on the south side of the street. Pros: The proposed modification would lower overall project cost, improving the likelihood that the interchange can be built at all. It would also create a more intuitive and convenient Page 17 of 30 Active Transportation Committee, October 23, 2025_ Page 14 two-way bicycle connection between the San Luis Ranch shared -use paths and the Bob Jones Trail, reducing the likelihood of wrong-way cycling behavior. Cons: Pedestrians would need to share space with bicycles along the south side of the corridor, which can increase potential conflicts at intersections and driveways compared to the previously proposed one-way bikeway configuration. If supported by the ATC and City Council, Prado Road’s proposed improvements are modified from protected bike lanes to a shared use path, no formal amendment of the ATP would be required. Per Resolution No. 11222 (2021 Series) adopting the Active Transportation Plan, the City Council authorized the Public Works Director to make administrative, non-policy amendments to the plan “as necessary and appropriate”. This means that if proposed improvements from the ATP are modified, deferred, or installed differently but the changes do not alter the plan’s policies, goals, or priorities, they can be addressed administratively by staff. However, if changes would substa ntially modify policy direction, project prioritization, or overall network intent —for example, deleting a Tier 1 project, or changing the plan’s modal targets then a formal amendment requiring City Council approval is needed. DISCUSSION QUESTIONS FOR ATC At Council’s February 6, 2018 meeting the Bicycle Advisory Committee was transitioned to the Active Transportation Committee (ATC). The ATC’s purview was enhanced to provide oversight and policy decisions on matters related to bicycle and pedestrian transportation in the City of San Luis Obispo and its relationship to bicycling and walking outside the City. The ATC’s purview and meeting framework is memorialized in the City’s Advisory Body Handbook. For the purposes of this item, the following process could be used to obtain input from staff, the ATC and the Community: 1) Receive Staff Presentation on the item, 2) ATC asks clarifying question of staff, 3) The Community provides public input on the item for ATC’s consideration, 4) The ATC discusses and provides comments. To guide Council discussion on November 4, 2025, the ATC is asked to comment on the following: A. Does the proposed Value Analysis Alternative provide the appropriate level of service for bicycle and pedestrian travel? B. Should the same multimodal design standard be extended east to South Higuera Street and integrated into the Prado Creek Project to ensure corridor continuity and reduce project costs? NEXT STEPS After the ATC provides input on Prado Road, this information will be taken to City Council for their review and direction on November 4, 2025. After direction is received, the consultant team will prepare a Supplemental Project Report for Caltrans rev iew and approval. It should be noted that all of the value analysis changes within Caltrans Right- of-Way will require Caltrans formal approval through the Supplemental Project Report Process. A one-page milestone, status and timing table is provided in Attachment C of Page 18 of 30 Active Transportation Committee, October 23, 2025_ Page 15 this report for the ATC’s review. Currently the project is anticipated to start construction in 2029. ATTACHMENTS  Attachment A: Preferred Alternative  Attachment B: Proposed VA Refined Design  Attachment C: Project Milestone & Schedule Summary  Attachment D: Project Cost Summary Page 19 of 30 Page 20 of 30 PRADO ROAD ELKS LANE PLAN: PRADO ROAD SECTION A-A A A MATCHLINE "NB OFF" STA 21+80 MATCHLINE "NB ON" STA 11+20 MA T C H L I N E S E E " P L A N : ' N B O N ' L I N E " S . H I G U E R A S T R E E T Attachment A: Preferred Alternative Page 21 of 30 Page 22 of 30 EB BB EB PRADO ROAD A A US 1 0 1 S B October 9, 2025 B B C C US 1 0 1 N B H I G U E R A S T R E E T Attachment B: Proposed VA Refined Design Page 23 of 30 SECTION A-A Page 24 of 30 SECTION B-B Page 25 of 30 Page 26 of 30 Attachment C: Project Milestone & Schedule Summary Milestone Status Target Completion Date PHASE I: Value Analysis Task 1 – Project Management and Meetings Ongoing April 2026 Task 2.0 – Grant Assistance Pending September 2025 Task 3.0 – Project Vision and Handoff In Progress August 2025 Task 4.0 – Surveying/Topographic Mapping In Progress September 2025 Task 5.0 – Design Technical Reports In Progress April 2026 Task 6.0 – Value Analysis In Progress October 2025 Task 7.0 – Schematic Aesthetic Development Pending March 2026 Task 8.0 – Utility Coordination (Phase I) In Progress April 2026 Task 9.0 – Bridge Type Selection Pending April 2026 Task 10.0 – Public Outreach (Phase I) In Progress April 2026 Task 11.0 – Advisory Body Assistance Pending April 2026 Task 12.0 – 30% Submittal Pending April 2026 PHASE II: PS&E Development Task 13.0 – Phase I Finalization Pending June 2026 Task 14.0 – Project Management (Phase II) Pending May 2029 Task 15.0 – Grant Assistance (Phase II) Pending May 2029 Task 16.0 – Utility Coordination (Phase II) Pending January 2028 Task 17.0 – Right-of-Way Coordination Pending August 2028 Task 18.0 – 65% PS&E Package Pending January 2028 Task 19.0 – Final Aesthetic Development Pending August 2027 Task 20.0 – 90% PS&E Submittal Pending July 2028 Task 21.0 – 100% PS&E Submittal Pending December 2028 Task 22.0 – Final PS&E Package Pending May 2029 Task 23.0 – Advisory Body Assistance (Phase II) Pending February 2029 Task 24.0 – Public Outreach (Phase II) Pending February 2029 Task 25.0 – Phase II Finalization Pending May 2029 PHASE III: Bid, Advertisement, & Award Task 26.0 – Advertising Preparation Pending July 2029 Task 27.0 – Bid and Award Phase Assistance Pending August 2029 PHASE IV: Construction Pending August 2031 Page 27 of 30 Attachment C: Project Milestone & Schedule Summary Page 28 of 30 Attachment D: Project Cost Summary Completed Phases Costs – Table 1 Phase Cost Project Study Report $250,000 Project Approval Environmental Document $1,500,000 Current and Future Cost – Table 2 Phase Existing 2027-28 2028-29 2029-30 Design $11,545,780 Phase1 $3,049,853 Phase 2 $5,901,488 Phase 3 $94,439 Contingencies $1,000,000 Third Party Review $1,500,000 Right of Way $2,000,000 Utilities Relocation $2,000,000 Construction Admin $2,000,000 Construction Management $11,000,000 Contract $10,000,000 Contingency $1,000,000 Construction $119,000,000 Contract $99,166,667 Contingency $19,833,333 Total $11,545,780 $2,000,000 $2,000,000 $132,000,000 Grand Total $147,545,780 Page 29 of 30 Attachment D: Project Cost Summary Funding Plan for Current and Future Cost – Table 3 Funding Source Existing 2027-28 2028-29 2029-30 Local Funds: Capital Outlay (LRM) $15,261 Debt Finance $75,000,000 Regional Funds: CIP Regional Grant (County) $1,435,260 Developer Funds: Capital Outlay (SLR) $9,967,681 $2,000,000 $2,000,000 $11,000,000 Airport Area Impact Fee $79,205 Transportation Impact Fee $436,177 Grants: Grant (SLOCOG) $10,000,000 Grant (Future) $25,000,000 Total $11,933,584 $2,000,000 $2,000,000 $121,000,000 Grand Total $136,933,584 Funding Plan for Current and Future Cost – Table 4 Item Amount Current and Future Cost Funding Needs – Table 2 $147,545,780 Funding Plan for Current and Future Cost – Table 3 $136,933,584 Additional Funding Needs or Cost Reduction Needs $10,612,196 Page 30 of 30