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HomeMy WebLinkAbout01-15-2026 ATC Agenda Packet Active Transportation Committee AGENDA Thursday, January 15, 2026, 6:00 p.m. Council Chambers, 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 Regular Meeting of the Active Transportation Committee to order. 2.PRESENTATION On November 18, 2025, the City Council approved consolidating the Public Works and Utilities Departments, creating a new Director position, and reclassifying the former Director positions into Assistant Director roles. Following this action, Aaron Floyd was appointed Director of the consolidated Public Works and Utilities Department. Aaron previously served as Utilities Director and, since May 2025, as Interim Public Works Director. The City has also completed recruitment for the new Assistant Director positions. Madeline Kascinta was appointed Assistant Director of Public Works, and Shawna Scott was appointed Assistant Director of Utilities. In her role, Madeline will oversee the Public Works operational branch, including the City’s Active Transportation program. 3.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. 4.CONSENT Matters appearing on the Consent Calendar are expected to be non- controversial and will be acted upon at one time. A member of the public may request the Active Transportation Committee pull an item for discussion. The public may comment on any and all items on the Consent Agenda within the three-minute time limit. 4.a CONSIDERATION OF MINUTES - NOVEMBER 20, 2025, ACTIVE TRANSPORTATION COMMITTEE MINUTES 5 Recommendation: To approve the Active Transportation Committee Minutes of November 20, 2025. 5.BUSINESS ITEMS 5.a 2026 PAVING PROJECT 9 Review the 2026 Paving Project information and preliminary design proposals and provide input to staff to guide further development of project plans. 6.COMMENT AND DISCUSSION 6.a COMMITTEE MEMBER UPDATES Receive a brief update from Active Transportation Committee members. 6.b STAFF UPDATES 89 Receive a brief update from Active Transportation Manager Adam Fukushima on the following topics: Complete Streets Project Status List1. Higuera Complete Streets2. Foothill Complete Streets3. South/King Bid Authorization4. 6.c FUTURE AGENDA ITEMS Active Transportation Manager Adam Fukushima will provide a forecast of items coming before the Active Transportation Committee. 7.ADJOURNMENT The next Regular Meeting of the Active Transportation Committee meeting is scheduled for March 19, 2026, 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 1 1 Active Transportation Committee Minutes 2 3 November 20, 2025, 6:00 p.m. Council Hearing Room, 990 Palm Street, San Luis Obispo 4 Active Transportation Committee Members Present: Member Dave Amos, Member Lea Brooks, Member Tyler Coari, Member Francine Levin, Member Russell Mills, Vice Chair Kimmie Nguyen, Chair Garrett Otto Active Transportation Members Absent: City Staff Present: Active Transportation Manager Adam Fukushima, Transportation Manager Luke Schwartz, Recording Secretary Lareina Gamboa _____________________________________________________________________ 5 6 1. CALL TO ORDER 7 A Regular Meeting of the San Luis Obispo Active Transportation Committee was 8 called to order on September 18, 2025, at 6:00 p.m. in the Council Hearing Room 9 at City Hall, 990 Palm Street, San Luis Obispo, by Chair Otto. 10 2. PUBLIC COMMENT FOR ITEMS NOT ON THE AGENDA 11 Public Comment: 12 None. 13 3. CONSENT 14 3.a CONSIDERATION OF MINUTES – SEPTEMBER 18, 2025 and 15 OCTOBER 23, 2025, ACTIVE TRANSPORTATION COMMITTEE 16 MINUTES 17 Motion By Member Coari 18 Second By Member Brooks 19 To approve the Active Transportation Committee Minutes of September 20 18, 2025 and October 23, 2025. 21 Page 5 of 90 2 Ayes (7): Member Amos, Member Brooks, Member Coari, Member Levin, Member Mills, Vice Chair Nguyen, and Chair Otto CARRIED (7 to 0) 22 23 4. BUSINESS ITEMS 24 4.a 365 PRADO ROAD DEVELOPMENT PROJECT 25 Public Comment: 26 None. 27 --End of Public Comment-- 28 Motion By Member Coari 29 Second By Member Amos 30 The ATC supports the proposed alternative in the form of a shared-use 31 path, ideally 12ft, on the east side of Davis Road. 32 Ayes (7): Member Amos, Member Brooks, Member Coari, Member Levin, Member Mills, Vice Chair Nguyen, and Chair Otto CARRIED (7 to 0) 33 Motion By Member Mills 34 Second By Member Brooks 35 The committee supports the shared-use path between Davis Road and 36 Innovation Way. 37 Ayes (7): Member Amos, Member Brooks, Member Coari, Member Levin, 38 Member Mills, Vice Chair Nguyen, and Chair Otto 39 CARRIED (7 to 0) 40 41 5. COMMENT AND DISCUSSION 42 5.a COMMITTEE MEMBER UPDATES 43 Active Transportation Committee members provided a brief update: 44 1. Safe Routes to School Subcommittee. 45 2. Other Committee member updates 46 Page 6 of 90 3 47 5.b STAFF UPDATES 48 Active Transportation Manager Adam Fukushima provided updates on the 49 following topics: 50 1. Higuera Complete Streets 51 2. Foothill Complete Streets 52 3. Prado Interchange Value Analysis and Prado Creek Bridge 53 4. 2026 Paving Project 54 5. Traffic Signal Upgrades 55 6. Active Transportation Education Activities 56 57 5.c FUTURE AGENDA ITEMS 58 Active Transportation Manager Adam Fukushima provided the agenda 59 forecast. 60 6. ADJOURNMENT 61 The meeting was adjourned at 8:29 p.m. The next Regular Meeting of the Active 62 Transportation Committee is scheduled for January 15, 2026, at 6:00 p.m. in the 63 Council Hearing Room at City Hall, 990 Palm Street, San Luis Obispo. 64 65 66 _________________________ 67 APPROVED BY ACTIVE TRANSPORTATION COMMITTEE: XX/XX/2025 68 69 Page 7 of 90 Page 8 of 90 City of San Luis Obispo, Agenda, Planning Commission Active Transportation Committee AGENDA REPORT ITEM 5A DATE: January 15, 2025 FROM: Adam Fukushima, Active Transportation Manager PREPARED BY: Luke Schwartz, Transportation Manager Justin Wong, Transportation Planner / Engineer Will Ring, Transportation Planner / Engineer SUBJECT: 2026 Paving Project Recommendations: Review the 2026 Paving Project information and preliminary design proposals and provide input to staff to guide further development of project plans. Policy Context As part of the City’s Pavement Management Program, specific streets are scheduled for maintenance work each summer/fall, typically alternating each year between local neighborhood streets and arterial/collector streets. While the primary intent of these projects is to rehabilitate and maintain the pavement surface, these projects can often provide a cost-effective opportunity to advance other planned complete street and safety improvements as identified in the City’s Active Transportation Plan (ATP) and Traffic Safety (Vision Zero) Plans, when resources allow. The 2026 Paving Project (the Project) primarily focuses on resealing and restriping local streets within Pavement Management Area 2 (Johnson Avenue Neighborhood) and Area 3 (South Broad and Tank Farm Road Neighborhoods), with a few other collector and arterial streets included where pavement maintenance and/or restriping is due. The map on the following page highlights the individual streets anticipated to be included in the Project, while Attachment A includes a larger copy of this map. Funding Limitations but Still Opportunities for Improvements Before diving into the Project details, it is helpful to provide context on available funding for the 2026 Paving Project. Approximately $4.9 million is currently budgeted, which requires the Project to focus on carefully prioritizing the most critical pavement maintenance needs for the roadways scheduled this cycle. Given current funding levels in the Financial Plan, available resources are lower than in some previous paving cycles, making it important to maximize the impact of each investment. As such, higher-cost features, such as significant pavement reconstruction, sidewalk/curb ramp upgrades, pedestrian crossing beacons or substantial protected bikeway elements are not anticipated as part of this Project scope. Additionally, available funding may not be enough even for maintenance of the scheduled streets. For this reason, the Project construction documents will divide the work into a “Base Bid” and an optional “Bid Additive”. This allows Page 9 of 90 Active Transportation Committee Agenda Item 5A, January 15, 2025 Page 2 flexibility for the City to advance the majority of the work under the Base Bid, which includes work that can be funded within the $4.9 million Project budget, plus the “additive” work if construction bids come in below current estimates or additional funding is identified. The Base Bid prioritizes work that is most critical at this time to preserve pavement quality or is needed for traffic safety purposes such as refreshing pavement striping. The Bid Additive includes work that would help preserve pavement quality but is not critical at this time. As such, many city streets can be preserved at this time with just crack sealing, which targets specific damage in the pavement. While other streets require both crack sealing and more comprehensive maintenance with a slurry seal, which rejuvenates the entire pavement surface. In addition, for some streets refreshed pavement striping will provide immediate benefit. Streets proposed in the Base Bid include all neighborhood streets in the project area, which will receive a slurry coat. These areas are included in blue on the Paving Project Area map below. The Base Bid also includes portions of South Street, Chorro Street, and Johnson Ave, which will refresh roadway striping only. (labeled in green). Portions of Broad Street and Laurel Lane will receive crack sealing in the Base Bid (labeled in red). Finally, portions of Orcutt Road, San Luis Drive and Johnson (excluding Buchon to Monterey Streets) will receive a striping refresh only (labeled in orange). Streets included in the Project as a Bid Additive, will receive a slurry coat in addition to crack sealing on portions of Broad Street and Laurel Lane (labeled in red) with portions of Orcutt Road and San Luis Drive and Johnson (excluding Buchon to Monterey Streets) receiving either a striping refresh to replace faded pavement markings or a slurry coat. (labeled in orange). 2026 Paving Project Area Map Page 10 of 90 Active Transportation Committee Agenda Item 5A, January 15, 2025 Page 3 While the 2026 Paving Project is focused on prioritizing essential improvements, staff still encourages input from the ATC and public on existing concerns and desired enhancements to help inform planning for this project and future project opportunities. Within funding levels outlined in the current Financial Plan, the 2026 Paving Project still provides substantial opportunities to build improvements from the Active Transportation Plan and the Vision Zero Plans. They include opportunities to complete portions of the ATP Tier 1 Network as well as traffic calming measures to enhance safety and reduce speeding. Proposed Design Elements The following sections discuss preliminary design proposals for locations within the 2026 Paving Project with noteworthy active transportation, safety, or neighborhood traffic management elements. Detailed draft plan sheets are provided for reference as Attachment B.  All Streets in 2026 Paving Project The following complete street/safety features are proposed for all roadways within the 2026 Paving Project limits: 1. High-Visibility Crosswalks: Install high-visibility “ladder-style” crosswalk markings at all existing and proposed new marked pedestrian crosswalks. 2. Existing Traffic Calming: Reinstall any existing permanent traffic calming features that are removed with pavement resealing and install new traffic calming at specific locations according to city standards. See more information below on current Mill/Toro temporary traffic circle. 3. Intersection Daylighting: State law prohibits parking within 20 feet of any marked/unmarked crosswalk regardless of whether signs or curb markings are present. The project proposed to proactively install curb markings and signed parking restrictions near Sinsheimer School, French Parks, Islay and Meadow Park, and designated active transportation routes. Priority daylighting locations are referenced further below.  Mill Street Greenway (Chorro to Pepper) Relevant Planning Document: Active Transportation Plan Mill Street is identified in the ATP as a Tier 1 (highest priority) project, with plans to provide a neighborhood greenway from Chorro to Grand Avenue. Greenway guide signage and pavement markings were installed along Mill between Pepper Street and Grand with the 2024 Paving Project. What is proposed in the 2026 Paving Project Staff proposes the following elements with the 2026 Paving Project for Mill between Chorro and Pepper: • Add greenway guide signage and pavement legends • Add striped corner bulbouts (aka curb extensions) and pedestrian/bicycle crossing warning signage at Mill/Morro intersection (recommend permanent bulbouts and marked crosswalks with Rectangular Rapid Flashing Beacons (RRFBs) as future project as funding allows) Page 11 of 90 Active Transportation Committee Agenda Item 5A, January 15, 2025 Page 4 • Add on-street (Americans with Disabilities Act) (ADA) compliant parking where marked parking stalls are provided (1 per block on average per ADA guidelines) • Add hi-vis crosswalk markings at Mill/Santa Rosa intersection and adjust limit lines to improve turning clearance for SLO Transit buses • Add 20 feet red curb paint for “daylighting” at intersections Speed Cushion Pilot In addition, staff is proposing to install speed cushions on Mill Street to address speeding concerns and improve comfort for people walking and bicycling. Speed cushions are similar to speed humps/tables, but with cutouts to minimize impacts to fire trucks, ambulances and buses. Speed cushions provide a traffic calming option for roadways that may not otherwise be candidates for speed humps/tables due to frequency of buses, trucks or emergency vehicles. In recent years speed cushions were installed using asphalt but were not as effective due to difficulty in applying the asphalt with the cutouts. Because of this, staff proposes to advance these speed cushions as a pilot installation initially using rubber bolt-down materials to allow for monitoring and adjustments based on effectiveness and feedback from emergency services and transit providers. To allow for better control of timing of initial installation and adjustments (if needed), the pilot speed cushions are planned to be installed via a separate construction contract immediately following the larger paving project construction—for this reason, the speed cushions will not be shown in the final 2026 Paving Project construction plans but are discussed herein to invite discussion and feedback. + Example Photo of Speed Cushions As shown in the chart below, existing traffic volumes on Mill Street (<2,000 vehicles/day) are within the levels recommended for a roadway where bicycles and vehicles share traffic lanes, which is proposed for the Mill Street Greenway. However, current vehicle speeds (prevailing Page 12 of 90 Active Transportation Committee Agenda Item 5A, January 15, 2025 Page 5 speeds range 30-36 mph) are too high to provide a low-stress bicycling environment. The addition of speed cushions is intended to reduce vehicle speeds to 20-25 mph, consistent with the ATP design guidance for a low-stress shared street. Bikeway Type Selection Matrix (Source: City of SLO Active Transportation Plan) Mill/Toro Neighborhood Traffic Circle A temporary traffic circle was installed as a pilot project at the Mill/Toro intersection using temporary materials (flex posts, paint, signage) in late 2024 to address safety concerns reported by the community. There were two reported crashes at this intersection in the past 10 years (both in 2024) and frequent close calls have been observed by neighboring residents and warrants for all- way stop control were not met. Since installation of the circle, there have been no reported crashes or significant impacts to transit or emergency vehicle access; however, staff has received feedback in regards to (a) the unattractive aesthetics of the temporary materials, and (b) observations of illegal/unsafe turns at the intersection with drivers from Toro Street (stop-controlled) entering the intersection when Mill Street traffic (no stop signs) have the right-of-way. At this time, staff is proposing to reinstall this traffic circle in temporary materials with the 2026 Paving Project; however, staff is still considering feedback from the ATC, community, SLO Fire, and SLO Transit to guide a final recommendation. If there is a lack of support to retain the temporary traffic circle at this time, staff would recommend the addition of striped corner bulbouts, which in combination with the abovementioned speed cushions should help address the safety concerns reported by the community. What Staff Recommends for Future Consideration If the reinstallation of the traffic circle in temporary materials is successful, staff recommend considering upgrading it to a long-term facility with permanent materials such as concrete. If a traffic circle is not supported as a permanent solution, alternative future upgrades could include permanent corner bulbouts. MILL ST (EXISTING) Page 13 of 90 Active Transportation Committee Agenda Item 5A, January 15, 2025 Page 6 Mill/Toro Neighborhood Traffic Circle  Johnson Avenue (Bishop to Buchon) Relevant Planning Document: Active Transportation Plan Johnson Avenue between Bishop and Buchon Street is identified as an ATP Tier 3 (lowest- priority) corridor with long-term plans to pursue protected bike lanes. What is proposed in the 2026 Paving Project While current Project funding (and maintenance resources) are focused on core improvements, staff evaluated opportunities to add striped bike lane buffers, which would provide width for future protected bikeway vertical elements. While there is width available to add striped bike lane buffers for short segments of Johnson between Buchon and San Luis Drive in both directions, and in the southbound direction between Fixilini and Bishop, there is insufficient width to add striped buffers elsewhere on Johnson without removing vehicle traffic lanes or widening the roadway. Staff evaluated the feasibility of removing an auto lane (a “road diet”) in one or both directions of Johnson to provide added width for bikeways (or on-street parking as requested by some community members); however, staff is not recommending it at this time due to impacts to traffic operations and emergency access. Analysis of traffic operations on Johnson Avenue between San Luis Drive and Bishop indicates the corridor cannot function within the congestion thresholds adopted in the City’s General Plan Circulation Element with removal of a traffic lane in one or both directions. Additionally, SLO Fire does not support a road diet on this segment of Johnson due to concerns that this would impact emergency response times, particularly accessing French Hospital. Analysis of emergency evacuation considerations would also be required with any potential lane reductions at this location due to proximity to high fire hazard zones. While traffic lane reductions are not proposed at this Page 14 of 90 Active Transportation Committee Agenda Item 5A, January 15, 2025 Page 7 time, staff is recommending incremental improvements, including addition of buffered bike lanes where roadway width allows, green conflict markings and warning signs through intersections to improve visibility of bicyclists at conflict areas. What Staff Recommends for Future Consideration Monitor improvements from the 2026 Paving Plan and consider possibility of a road diet in the future.  Orcutt Road (Broad to Laurel) Relevant Planning Document: Active Transportation Plan Orcutt Road between Broad and Laurel Lane is identified in the ATP as a Tier 2 (medium priority) corridor with long-term plans to pursue protected bike lanes. What is proposed in the 2026 Paving Project The following improvements are proposed: • Reduce vehicle lane widths and add striped bike lane buffers (provides width for future protected bike lane separation) • Add green bike lane markings at intersection and driveway conflicts areas • Add bike box on westbound Orcutt Road at Orcutt/Broad intersection • Install low-cost center median (rubber curb stops) between Sacramento Drive and existing permanent median at UPRR rail crossing (requested by UPRR to address illegal mid-block crossings) • Add red curb paint for “daylighting” on side streets and add hi-vis crosswalk markings at intersections between Broad and Laurel Lane What Staff Recommends for Future Consideration Future conversion of buffered bike lanes to protected bike lanes.  San Luis Drive Relevant Planning Document: Active Transportation Plan San Luis Drive between Johnson and California is identified as an ATP Tier 3 (low priority) corridor with long-term plans to add protected bike lanes. In order to provide sufficient width for protected bike lanes, on-street parking would need to be eliminated on at least one side of the street, which warrants a more robust public engagement process involving SLO High School representatives, students/families, and nearby residents. In turn, there is insufficient funding at this time to support installation and maintenance of significant bikeway vertical elements or other higher-cost street design features as part of this Project. What is proposed in the 2026 Paving Project At this time, the 2026 Paving Project is proposed to include the following design elements: • Add hi-visibility crosswalk markings at San Luis Drive/California and San Luis Drive/Johnson • Reduce vehicle lane widths and add striped bike lane buffers on San Luis Drive between California and Johnson where width allows (provides width for future protected bike lane separation) Page 15 of 90 Active Transportation Committee Agenda Item 5A, January 15, 2025 Page 8 • Increase frequency of bike lane symbols and install flex posts along southbound bike lane approaching Johnson to discourage illegal parking in bike lane south of SLO High School entrance • Add bicycle box on southbound San Luis Drive at intersection with Johnson • Add green bike lane markings at intersection and driveway conflicts areas • Modify striping in northbound direction between Johnson and SLO High School driveway to improve visibility and reduce conflicts for cyclists where bike lane shifts from curbside to left side of right-turn lane into school driveway What Staff Recommends for Future Consideration While the abovementioned design features will provide incremental improvements to pedestrians and cyclists, staff recommends a more comprehensive safe routes to school planning effort for SLO High School to guide more substantial infrastructure recommendations, which could include physically protected bike lanes, potential for signal/roundabout control at San Luis Drive/California and San Luis Drive/SLO High School Driveway intersections, traffic calming elements, and designated pedestrian and bicycle crossing/access improvements. Staff recommends that funding to support more detailed planning and design of safe route to school improvements for SLO High School be pursued in a future budget request if prioritized by the ATC, community and City Council.  Pavement Area 2 (Johnson Avenue Neighborhoods) Pavement Management Area 2 Boundary Relevant Planning Document: Active Transportation Plan and Vision Zero Plans What is proposed in the 2026 Paving Project Page 16 of 90 Active Transportation Committee Agenda Item 5A, January 15, 2025 Page 9 Noteworthy features proposed within Pavement Area 2 include: • Augusta Street: o Add hi-vis crosswalk markings and striped bulbouts at the Augusta/Bishop intersection to reduce pedestrian crossing exposure o Replace existing sharrows with green-backed symbols for added visibility o Add 25 mph speed limit signs and replace/refresh school warning signs o Retain/reconstruct existing speed tables between Bishop and Sinsheimer School o Install two new modal speed cushions between Sinsheimer School and Laurel Lane, addressing Neighborhood Traffic Management (NTM) request to address illegal speeding concerns. (As with Mill Street, these speed cushions will be installed as pilot projects outside of larger paving contract) • Add red curb paint to “daylight” pedestrian visibility at intersections near Sinsheimer Elementary. • Ella Street (Jennifer St to Johnson) – Replace existing speed tables, add striped centerline and parking lane edge stripes to visually narrow roadway to address illegal speeding concerns. What Staff Recommends for Future Consideration It should be noted that the ATP includes Tier 3 (lowest priority) recommendations for bikeway improvements at the following locations in Pavement Area 2, which are not recommended for implementation as part of the 2026 Paving Project for the reasons described below: • Flora-Fixilini Greenway – The ATP identifies a future neighborhood greenway route along Fixilini and Flora Streets parallel to Johnson Avenue; however, there is a gap in connectivity along this route between Bishop and Fixilini Street until a shared-use path is ultimately completed with future phases of SLO County’s Campus Master Plan development. Staff considered installing greenway markings and guide signage on Flora and Fixilini with the Project but ultimately recommend deferring these additions until a continuous greenway route can be provided. • Ella-Ruth-Iris Greenway – The ATP identifies a future neighborhood greenway along Iris/Ruth/Ella Streets, connecting the Railroad Safety Trial/Jennifer Street Ped-Bike Bridge and Johnson Avenue. However, similar to the Flora-Fixilini Greenway, the usefulness of this route is largely dependent on a future shared-use path connection along the UPRR tracks between the Jennifer Street Bridge and Iris St. For this reason, installation of greenway markings and guide signage are recommended to be deferred to a future project once this shared-use path connection is achieved. • Bishop Street Bike Lanes – The ATP recommends future addition of striped bike lanes on Bishop Street west of Johnson Avenue, aligning with a future street extension and bridge extending Bishop over the UPRR tracks to connect with Roundhouse Street. Due to the limited existing utility of Bishop Street as a primary route for bicycling until this grade crossing is available and considering steep grades and the need to remove existing street parking (including parking for Terrace Hill access) in order to provide dedicated bike lanes, staff is not recommending addition of bike lanes on Bishop Street at this time. Page 17 of 90 Active Transportation Committee Agenda Item 5A, January 15, 2025 Page 10  Pavement Area 3 (South Broad Street & Tank Farm Neighborhoods) Pavement Management Area 3 Boundaries Relevant Planning Document: Active Transportation Plan and Vision Zero Plans What is proposed in the 2026 Paving Project Key Project elements in Pavement Area 3 include: • Meadow Park Greenway (East) – Add greenway guide signage and pavement markings along the portion of the Meadow Park Greenway route east of Broad Street (Mutsuhito/Victoria/Woodbridge) per the ATP Tier 3 (low-priority) project. Meadow Park Greenway route west of Broad Street to be implemented soon with Higuera Complete Street & South/King Crossing projects. • French Park & Islay Park Neighborhoods (South of Tank Farm) - Add red curb paint to “daylight” access points to off-street pedestrian/bicycle trail system and at intersections near parks. Add hi-vis crosswalk markings at Poinsettia/Fuller intersection near French Park. • Aero Drive – Add bike box on eastbound Aero Drive approach to intersection with Broad Street.  Laurel Lane (Orcutt to Johnson) Relevant Planning Document: Active Transportation Plan and Vision Zero Plans Page 18 of 90 Active Transportation Committee Agenda Item 5A, January 15, 2025 Page 11 The ATP identifies future protected bike lanes on Laurel as a Tier 2 (medium priority) project What is proposed in the 2026 Paving Project Roadway resealing and restriping on Laurel Lane is included in the Project Bid Additive Alternative A only. While there is high potential that these measures cannot be funded, staff is recommending the following design elements for Laurel if Bid Additive Alternative A is funded: • Retain existing 3-lane road diet configuration implemented with 2017 Paving Project • Add green bike lane markings through intersection conflict areas • Modify striping on southbound Laurel Lane approaching Orcutt Road to retain buffered bike lane along curbside all the way to Orcutt/Laurel signalized intersection and add bike push button on Laurel at Orcutt intersection to activate existing bike crossing signal phase. This eliminates the existing “weave” where bicycles must merge across the adjacent traffic lane to continue straight/left or share the outside right-turn lane with high-speed traffic to turn right from Laurel to Orcutt. What Staff Recommends for Future Consideration The ATP identifies future protected bike lanes on Laurel as a Tier 2 (medium priority) project. However, advancing protected bike lanes at this time would warrant a robust public engagement effort, and the construction/maintenance costs would be beyond what can reasonably be funded as part of the current Project. Staff recommend physical protection be evaluated at a future date as funding allows.  South Broad Street (Tank Farm to City Limits) Relevant Planning Document: Active Transportation Plan and Vision Zero Plans Broad Street between Tank Farm to the southern city limit is identified in the ATP as a Tier 1 (high priority) corridor with plans to pursue protected bike lanes. What is proposed in the 2026 Paving Project Similar to Laurel Lane, roadway resealing and restriping is proposed on Broad Street south of Tank Farm Road with the Project Bid Additive only. While it is most likely that this scope cannot be funded at this time, staff is recommending the following design elements if the Bid Additive is advanced: • Reduce auto lane widths slighting and increase existing bike buffer widths, where feasible • Add green bike lane markings through intersection conflict areas • Restrict access exiting Aerovista Place at Broad Street to right-turn only to address history of severe left-turn crashes. (Note - these turn restrictions are planned to be installed regardless of whether or not the Bid Alt is awarded, as they will otherwise be installed as a quick-build safety improvement project via the City’s Traffic Safety/Vision Zero program.) What Staff Recommends for Future Consideration Page 19 of 90 Active Transportation Committee Agenda Item 5A, January 15, 2025 Page 12 While Broad Street between Tank Farm to the southern city limit is identified in the ATP as a Tier 1 (high priority) corridor with plans to pursue protected bike lanes, there is insufficient construction/maintenance funding to advance vertical bikeway elements on Broad Street at this time. Staff recommends that this be a priority focus for future budget requests.  South Street Relevant Planning Document: Active Transportation Plan and Vision Zero Plans South Street is identified in the ATP as a Tier 1 (high priority) corridor with plans to pursue protected bike lanes. What is proposed in the 2026 Paving Project As noted previously, streets shown in green in the Project Area Map (Attachment A) are not scheduled for pavement maintenance and include a refresh of existing striping only. While no significant changes are contemplated for these streets, staff is recommending minor refinements to the eastbound bicycle lane striping on South Street to add a striped bike lane buffer shifting the bike lane to the curbside where on-street parking is already prohibited. What Staff Recommends for Future Consideration While South Street is identified in the ATP as a Tier 1 (high priority) corridor with plans to pursue protected bike lanes, there is insufficient construction/maintenance funding to advance vertical bikeway elements at this time. Staff recommends that this be a priority focus for future budget requests and consider focused evaluation of potential impacts to emergency response due to proximity to Fire Station #1. Meanwhile, the forthcoming Higuera Complete Streets Project will provide a parallel route for east-west travel via a neighborhood greenway in the Meadow Park residential area. Next Steps Final designs will be refined based on input provided by the ATC, San Luis Obispo Fire Department, SLO Transit, and other community stakeholders. Community members can continue to provide feedback to staff via email at traffic@slocity.org following this meeting and visit the Project Website for future updates. The project is scheduled to go to the City Council in Spring 2026 for authorization to advertise. The City Council staff report will include a summary of recommendations provided by the ATC, whether or not they can be feasibly advanced with the current project. Construction is expected to begin in late summer/early fall of 2026. Attachments: Attachment A: Project Area Map Attachment B: Preliminary Project Plans Page 20 of 90 ATTACHMENT A: 2026 PAVING PROJECT AREA MAP Page 21 of 90 Page 22 of 90 AREA 3 AREA 2 sheet no.description ROADWAY SEALING 2026 T1 VICINITY MAP, GENERAL NOTES D1 DETAILS APPROVED BY SPECIFICATION NO.DATE of SHEET XMAY 20262000617 T1 06/17/2025 S T ATE OF CA L I F O R NIA R E GISTERE D P R O F ESSIONA L E N G I NEER CI V I L B R IA N A . NEL S O N No. C 79870 1.ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THESE PLANS, SPECIAL PROVISIONS PREPARED FOR THIS PROJECT AND THE 2025 CITY OF SAN LUIS OBISPO STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS, IN CONJUNCTION WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND STANDARD PLANS, 2024 EDITION (UNREVISED). 2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OF NORTHERN/CENTRAL CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOR OR PERMITTEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES. 3.THE CONTRACTOR SHALL POSSESS A CLASS "A" OR "C12" LICENSE AT THE TIME THE BIDS OPEN AND DURING THE ENTIRE LENGTH OF THE CONTRACT. 4.THESE PLANS DO NOT INDICATE ALL EXISTING FACILITIES IN THE VICINITY OF THE PROPOSED WORK SUCH AS EXISTING IRRIGATION HEADS AND LINES, SHRUBBERY AND VEGETATION, ETC. THE CONTRACTOR MUST USE CARE TO AVOID DAMAGE TO ANY EXISTING IMPROVEMENTS OR VEGETATION IN THE VICINITY OF THE WORK, AND MUST REPAIR ANY FACILITIES DAMAGE DURING CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER. 5.WHERE TRIMMING OF EXISTING VEGETATION IS REQUIRED DURING CONSTRUCTION IT MUST BE DONE IN A MANNER TO REMOVE THE MINIMUM POSSIBLE AMOUNT OF VEGETATION AND LEAVE THE REMAINING IN AN ATTRACTIVE CONDITION. CONTRACTOR MUST COORDINATE WITH CITY ARBORIST PRIOR TO TRIMMING OF ANY VEGETATION. 6.THESE PLANS DO NOT INDICATE ALL OVERHEAD LINES. CONTRACTOR SHALL TAKE CARE DURING CONSTRUCTION TO AVOID CONTACT WITH OR DAMAGE TO EXISTING OVERHEAD LINES. 7.ANY EXISTING UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S SOLE EXPENSE. 8.CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AND AGENCIES WITH SERVICES IN THE AREA PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES AND COORDINATE WITH THE UTILITY COMPANIES AFFECTED BY CONSTRUCTION. 9.PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR'S LICENSED LAND SURVEYOR SHALL FILE A CORNER RECORD IN THE OFFICE OF THE SAN LUIS OBISPO COUNTY SURVEYOR FOR EACH EXISTING MONUMENT WITHIN THE PROJECT AREA THAT HAS THE POTENTIAL TO BE DISTURBED. PROTECT BENCHMARKS AND PROPERTY CORNERS IN PLACE PER CITY STD SECTION 5-1.26. 10.PROTECT SURVEY MONUMENTS IN PLACE DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE REPLACEMENT OF DAMAGED OR DISPLACED SURVEY MONUMENTS AND SHALL NOTIFY THE CITY FIVE (5) WORKING DAYS PRIOR TO RESTORING MONUMENTS. MONUMENTS SHALL BE RESET BY A CALIFORNIA LICENSED LAND SURVEYOR AND SHALL INCLUDE PREPARING AND FILING A CORNER RECORD WITH SAN LUIS OBISPO COUNTY. 11.ANY STRIPING NOT MARKED FOR REMOVAL SHALL BE PROTECTED IN PLACE. SEE SPECIAL PROVISIONS SECTION 84. 12.GREEN BIKE LANE MARKINGS SHALL BE SEALMASTER SAFE RIDE OR CITY APPROVED EQUIVALENT. INSTALLATION ON AC AND/OR CONCRETE SURFACE SHALL BE PER MANUFACTURER'S SPECIFICATIONS. 13.CROSSWALKS SHALL BE 10' WIDE UNLESS OTHERWISE NOTED. 14.THERMOPLASTIC STRIPING PLACED ON CONCRETE REQUIRES A PRIMER COAT PRIOR TO APPLICATION. 15.FLEX POST MUST BE PEXCO CITY POST MODEL EAC OR APPROVED EQUAL. FLEX POST SPECIFICATIONS SHALL BE APPROVED BY ENGINEER PRIOR TO PROCUREMENT. 16.HYDRANT MARKERS MUST BE INSTALLED PER STD. 7920. DO NOT INSTALL IN BIKE LANES 17.DO NOT APPLY ROADWAY STRIPING OR PAVEMENT MARKINGS ON PCC UTILITY COLLARS UNLESS OTHERWISE APPROVED BY THE ENGINEER. general notes: legend: STREET LIGHT FIRE HYDRANT HYDRANT MARKER DRIVEWAY SIGN POST STORM DRAIN INLET TREE PROTECTION 1.PROTECT TREE BRANCHES, TRUNK, ROOTS AND FOLIAGE THROUGH PROPER TRIMMING AND CONSTRUCTION TECHNIQUES WHENEVER POSSIBLE PER CITY STANDARD SPECIFICATIONS SECTION 20. CONTRACTOR TO HIRE CERTIFIED ARBORIST FOR TREE TRIMMING TO ALLOW NECESSARY EQUIPMENT CLEARANCE AT NO ADDITIONAL COST TO THE CITY. NOTIFY THE ENGINEER 48 HRS IN ADVANCE OF THE WORK. 2.WHERE TREES CANNOT BE TRIMMED TO AVOID CONFLICT WITH CONSTRUCTION EQUIPMENT, THE FOLLOWING TECHNIQUES MAY BE UTILIZED TO MINIMIZE DAMAGE DURING CONSTRUCTION ACTIVITIES: a.USE EQUIPMENT THAT IS SHORTER IN HEIGHT OR WIDTH TO AVOID CONTACT WITH TREES b.BACK EQUIPMENT UNDER LIMBS AND FOLIAGE TO MINIMIZE CONTACT WITH CONSTRUCTION EQUIPMENT c.EMPLOY HAND TECHNIQUES TO AVOID USING EQUIPMENT UNDER VULNERABLE TREES d.UNDER COORDINATION WITH THE CITY ARBORIST, PUSH INTERFERING TREE LIMBS TEMPORARILY OUT OF THE WAY 3.TRIM TREES AS NEEDED ALONG TANK FARM ROAD WITHIN 350 FEET OF INTERSECTIONS TO MAINTAIN 14-FOOT MINIMUM CLEARANCE ABOVE THE ROADWAY AND 10-FOOT MINIMUM CLEARANCE ABOVE SIDEWALKS. LAYOUT APPROVAL 1.ALL STRIPING LAYOUTS, PLACEMENT OF VERTICAL ROADWAY ELEMENTS (I.E. FLEX POSTS, MEDIANS, ETC.), PARKING STALL TEES AND CURB PAINTING LIMITS SHALL BE MARKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD PRIOR TO INSTALLATION. 2.NEW SIGN POSTS MUST BE INSTALLED PER ENG. STD. 7210 & 7215 AND LOCATIONS MARKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD PRIOR TO INSTALLATION. 3.UNLESS OTHERWISE NOTED HEREIN, ALL LANE WIDTH DIMENSIONS ARE MEASURED FROM CENTER OF STRIPE TO FACE OF CURB (OR EDGE OF PAVEMENT WHERE NO CURB EXISTS AT OUTSIDE EDGE OF ROADWAY). 4.CONTRACTOR IS RESPONSIBLE FOR RE-INSTALLING ANY EXISTING RED CURB PAINT REMOVED WITH RECONSTRUCTION OF CURB RAMPS. LIMITS OF RED CURB REPLACEMENT TO BE MARKED IN FIELD AND CONFIRMED BY ENGINEER PRIOR TO REINSTALLATION. N ADJUST TO FINISHED GRADE PER CITY STDs. STORM or SEWER MANHOLE (PER 6040) WATER VALVE (PER 6040) MONUMENT (PER 9020) TRAFFIC BOX COMMUNICATIONS (PER 9030) GAS COVER TRF MH SLURRY SEAL - BASE BID index to plans san luis obispo county, california Brian A. Nelson, City Engineer R.C.E. C79870 Approved Date S42-44 JOHNSON (BUCHON - BISHOP) S52-53 ORCUTT (BROAD - LAUREL) S54-56 LAUREL (JOHNSON - ORCUTT) S57-60 BROAD (TANK FARM - FARMHOUSE) S61-62 RIGHETTI AREA ALT A: SLURRY S1-16 AREA 2 S17-34 AREA 3 S35-37 MILL (CHORRO - PEPPER) S38 SAN LUIS (CAZADERO - CALIFORNIA ) S54-56 LAUREL (JOHNSON - ORCUTT) S57-60 BROAD (TANK FARM - FARMHOUSE) BASE BID: CRACK SEAL BASE BID: SLURRY AND STRIPE Reference Documents: City Standard Specifications - December 2025 Edition City Engineering Standards - December 2025 Edition S39-40 SAN LUIS (CALIFORNIA - JOHNSON) S40-44 JOHNSON (MONTEREY - BISHOP) S45-46 CHORRO (FERRINI DRIVE - FOOTHILL) S47 CHORRO (ROUGEOT PLACE - MURRAY) S48-51 SOUTH (BROOK - SANTA BARBARA) S52-53 ORCUTT (BROAD - LAUREL) BASE BID: STRIPING ONLY SLURRY SEAL - ADD. ALT. A PROGRESS DRAFT PLANS FORPRELIMINARY REVIEW ONLY.NOT FOR CONSTRUCTION Page 23 of 90 NOT TO SCALE BIKE BUFFER NOT TO SCALE CENTERLINE PAVEMENT MARKERS CL AREA = 45.5 SQFT WHITE MARKINGS NOTE: (1) GREEN WAY STENCIL FURNISHED BY CITY 8" GRID NOT TO SCALE GREENWAY SYMBOL NOT TO SCALE GREENBACK SHARROW NOT TO SCALE MODIFIED R10-15 SIGN WHITE SHARROW GREEN BIKE LANE COATING PER SPECIAL PROVISIONS DIRECTION OF TRAVEL EDGE OF PAVEMENT 10' 5' 9'3" 3'3"4' AUTO LANE BIKE LANE 45°0'0" 20' WIDTH PER PLAN 6" WHITE STRIPE 2" YELLOW BOTS DOTS, TYPE AY MARKER PER 2015 CALTRANS STANDARD PLAN A20A EXISTING DETAIL 22 5' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L X1 2000617 MAY 2026 1" = 40' BN WBH KH AR RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. DE T A I L S D 30" 30" 2" WHITE BOTS DOTS, TYPE A WHITE MARKER PER 2015 CALTRANS STANDARD PLAN A20A. 12" WHITE 8" GRID AREA = 89 SQFT WHITE MARKINGS NOT TO SCALE BIKE TURN BOX 8" GRID AREA = 26 SQFT WHITE MARKINGS NOT TO SCALE TYPE IV(B) ARROW NOT TO SCALE BOTS DOTS STRIPED BULBOUT DIMENSIONS PER PLAN 6" WHITE PAINT 2' 10' 6" WHITE EDGE STRIPE DIMENSIONS PER PLAN 12" WHITE DIAGONAL HATCHES, 8' O.C. NOT TO SCALE STRIPED BULBOUT NOT TO SCALE STRIPED CURB EXTENSION PEXCO CITY POST MODEL EAC, 36" WHITE WITH 2 LIGHT GREY WRAP 4" WHITE STRIPE 4" WHITE STRIPE 4" 5' O. C. NOT TO SCALE TRAFFIC CIRCLE SIGN (4) OM1-3 ON SINGLE POST. ONE SIGN FACING EACH DIRECTION 21" 48" 26" 26" 16" 16" SIGN VARIES PER STREET, CITY WILL PROVIDE GRAPHIC FILES NOT TO SCALE GREENWAY SIGN NOT TO SCALE MODIFIED R9-5 SIGN E GREEN BIKE LANE COATING PER SPECIAL PROVISIONS A B C D F G H I J K L M 2' 1' WHITE PAVEMENT MARKING 18" NOT TO SCALE ROUNDABOUT DASHY NOT TO SCALE MODIFIED TYPE FH ARROWZ 8" GRID AREA = 39 SQFT WHITE MARKINGS STRIPED BULBOUT WITH FLEX POSTS Page 24 of 90 RRST RACHEL RA C H E L C T FL O R E N C E SE E MA T C H L I N E BE L O W 12'' WHITE 13.5 LF DETAIL 22 152 LF DETAIL 27B 183 LF DETAIL 27B 190 LF ''STOP'' LEGEND 22 SQFT N JE N N I F E R RACHEL SEE MATCHLINE SHEET S02 SE E MA T C H L I N E AB O V E DETAIL 22 261 LF DETAIL 27B 243 LF DETAIL 27B 208 LF DETAIL 27B 166 LF, Cont. N 2 1 ' GEORGE HE N R Y SEE MATCHLINE SHEET S02 12'' WHITE 15.5 LF 12'' WHITE 15.5 LF ''STOP'' LEGEND 22 SQFT, Typ. N X01 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. JE N N I F E R , R A C H E L S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 25 of 90 HE N R Y JE N N I F E R ELLA SE E MA T C H L I N E SH E E T S 0 1 SE E MA T C H L I N E BE L O W SEE MATCHLINE SHEET S01 DETAIL 2 391 LF DETAIL 39 664 LF DETAIL 39 446 LFDETAIL 22 50 LF 12'' WHITE 17.5 LF "STOP" LEGEND 22 SQFT DETAIL 22 261 LF JE N N I F E R 12'' WHITE 18.5 LF 12'' WHITE 20 LF 12'' WHITE 17.5 LF DETAIL 27B 166 LF DETAIL 22 50 LF ''STOP'' LEGEND 22 SQFT, Typ. N 9.5' 10.5' 10' 8.5' ELLA RU T H SE E MA T C H L I N E SH E E T S 0 3 SE E MA T C H L I N E AB O V E DETAIL 22 50 LF DETAIL 39 143 LF DETAIL 2 149 LF DETAIL 39 149 LF DETAIL 39 664 LF, Cont. DETAIL 39 252 LF DETAIL 39 329 LF DETAIL 2 202 LF DETAIL 22 50 LF HE N R Y 12'' WHITE 19 LF 12'' WHITE 17.5 LF 12'' WHITE 18.5 LF CONSTRUCT SPEED TABLE PER CITY STD. 7325 ''STOP'' LEGEND 22 SQFT, Typ. "BUMP" LEGEND 26.4 SQFT, Typ. N 10' 10' 10' 10' X02 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. GE O R G E , E L L A S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 26 of 90 S I E R R A ELLA B I N N S MA T C H L I N E SE E MA T C H L I N E BE L O W DETAIL 2 171 LF DETAIL 39 240 LF DETAIL 22 50 LF DETAIL 39 25 LF DETAIL 22 12 LF DETAIL 39 304 LF DETAIL 39 334 LF DETAIL 22 50 LF DETAIL 39 73 LF 12'' WHITE 13.5 LF 12'' WHITE 13.5 LF CONSTRUCT SPEED TABLE PER CITY STD. 7325 CONSTRUCT SPEED TABLE PER CITY STD. 7325 ''STOP'' LEGEND 22 SQFT, Typ. "BUMP" LEGEND 26.4 SQFT, Typ. N S I E R R A DETAIL 22 221 LF N SE E MA T C H L I N E AB O V E SE E MA T C H L I N E SH E E T S 4 5 DETAIL 39 242 LFDETAIL 22 258 LF DETAIL 39 334 LF, Cont. N X03 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. EL L A , S I E R R A S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 27 of 90 BISHOP SE E MA T C H L I N E BE L O W DETAIL 22 600 LF FROM STOP BAR AT AUGUSTA N 15.5' 14' 12' 18' AUGUSTA BI S H O P SEE MATCHLINE ABOVE SE E MA T C H L I N E SH E E T S 0 6 SEE MATCHLINE SHEET S05STRIPED BULBOUT PER DETAIL C SHEET D1 41 LF STRIPED BULBOUT PER DETAIL C SHEET D1 14 LF STRIPED BULBOUT PER DETAIL C SHEET D1 27 LF STRIPED BULBOUT PER DETAIL C SHEET D1 19 LF STRIPED BULBOUT PER DETAIL C SHEET D1 35 LF INSTALL R2-1 (25) "SPEED LIMIT" SIGN ON (N) 12' PUNCH POST WHITE HI-VIS CROSSWALK 60 LF WHITE HI-VIS CROSSWALK 50 LF WHITE HI-VIS CROSSWALK 58 LF 12'' WHITE 20 LF 12'' WHITE 11.5 LF DETAIL 22 166 LF GREENBACK SHARROW SYMBOL PER DETAIL J SHEET D1 36 SQFT, Typ. ''STOP'' LEGEND 22 SQFT, Typ. N X04 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. BI S H O P , A U G U S T A S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 28 of 90 BISHOP S I E R R A SE E MA T C H L I N E SH E E T S 0 4 SE E MA T C H L I N E BE L O W 12'' WHITE 13.5 LFDETAIL 22 247 LF ''STOP'' LEGEND 22 SQFT N 20' 20' 6. 5 ' 10 ' 10 ' 10 ' 10 ' 10 ' 6. 5 ' JO H N S O N BISHOP SE E MA T C H L I N E AB O V E SEE MATCHLINE SHEET S44 YIELD LINE 12 LF PER CALTRANS A24G REMOVE (E) SIGN POST INSTALL (N) W11-2 PEDESTRIAN WARNING SIGN W/ W16-7P ARROW PLAQUE (BOTH FLOURESCENT YELLOW/GREEN) ON NEW PUNCH POST TYPE IV ARROW 42 SQFT INSTALL R1-6 "YIELD TO PED WITHIN CROSSWALK" SIGN ON (N) 12' PUNCH POST TYPE VII ARROW 27 SQFT REMOVE (E) SIGN & WOODEN POST, INSTALL (N) W11-2 PEDESTRIAN WARNING SIGN W/ W16-7P ARROW PLAQUE (BOTH FLOURESCENT YELLOW/GREEN) ON (N) 12' PUNCH POST GREEN BIKE CASE 2 150 LF DETAIL 9 1207 LF DETAIL 39 703 LF WHITE HI-VIS CROSSWALK 38 LF DETAIL 22 150 LF WHITE HI-VIS CROSSWALK 32 LF DETAIL 29 35 LF 12" YELLOW 23 LF 45° 8' O.C. DETAIL 38 57 LF DETAIL 22 62 LF DETAIL 38 60 LF DETAIL 38 39 LF WHITE HI-VIS CROSSWALK 63 LF WHITE HI-VIS CROSSWALK 40 LF DETAIL 22 297 LF BIKE ARROW 3.5 SQFT BIKE RIDER SYMBOL 7 SQFT TYPE I 10" ARROW 14 SQFT, Typ. BIKE LOOP SYMBOL 2 SQFT, Typ. N 15 ' 10 ' 12 ' X05 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. BI S H O P S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 29 of 90 SA N M A T E O CE C E L I A RI C H AUGUSTA SE E MA T C H L I N E BE L O W SE E MA T C H L I N E SH E E T S 0 4 RED CURB 20 LF RED CURB 20 LF RED CURB 20 LFRED CURB 20 LF RED CURB 20 LF RED CURB 20 LF RED CURB 20 LF RED CURB 20 LF RED CURB 20 LF RED CURB 20 LF RED CURB 20 LF RED CURB 20 LF RED CURB 20 LF 12'' WHITE 21.5 LF CONSTRUCT SPEED TABLE PER CITY STD. 7325 CONSTRUCT SPEED TABLE PER CITY STD. 7325 GREENBACK SHARROW SYMBOL PER DETAIL J SHEET D1 36 SQFT, Typ. ''STOP'' LEGEND 22 SQFT, Typ. "BUMP" LEGEND 26.4 SQFT, Typ. N SY D N E Y SA N C A R L O S AUGUSTA R E B A SY D N E Y SE E MA T C H L I N E SH E E T S 0 7 SE E MA T C H L I N E AB O V E RED CURB 20 LF RED CURB 20 LFRED CURB 20 LF RED CURB 20 LF RED CURB 20 LF RED CURB 20 LFRED CURB 20 LF 12'' WHITE 13.5 LF 12'' WHITE 18.5 LF YELLOW HI-VIS CROSSWALK 26 LF YELLOW HI-VIS CROSSWALK 36 LF YELLOW HI-VIS CROSSWALK 42 LF 12'' WHITE 16 LF YELLOW HI-VIS CROSSWALK 45 LF 4'' WHITE 157 LF DIAGONAL 6' O.C.4'' WHITE 49 LF DIAGONAL 6' O.C. 4'' WHITE 104 LF DIAGONAL 6' O.C. GREENBACK SHARROW SYMBOL PER DETAIL J SHEET D1 36 SQFT, Typ. "BUMP" LEGEND 26.5 SQFT, Typ. "STOP" LEGEND 22 SQFT, Typ. 12'' WHITE 11 LF 12'' WHITE 19 LF CONSTRUCT SPEED TABLE PER CITY STD. 7325 N X06 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. AU G U S T A S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 30 of 90 AUGUSTA GE R D A GR E T A SA N M A R C O S SE E MA T C H L I N E BE L O W SE E MA T C H L I N E SH E E T S 0 6 REMOVE (E) SIGN AND INSTALL SW24-1 (CA) "SCHOOL CROSSING" SIGN ON (E) POST RED CURB 20 LF RED CURB 20 LF RED CURB 20 LF RED CURB 20 LF RED CURB 20 LF RED CURB 20 LF RED CURB 20 LF RED CURB 20 LF DETAIL 22 72 LF CONSTRUCT SPEED TABLE PER CITY STD. 7325 YELLOW ''SLOW'' LEGEND 23 SQFT"BUMP" LEGEND 26.4 SQFT GREENBACK SHARROW SYMBOL PER DETAIL J SHEET D1 36 SQFT N AUG U S T A SA N M A R C O S S E E M A T C H L I N E S H E E T S 0 8 SE E MA T C H L I N E AB O V E "STOP" LEGEND 22 SQFT 12'' WHITE 22 LF YIELD LINE 9 LF PER CALTRANS A24G YIELD LINE 9 LF PER CALTRANS A24G "BUMP" LEGEND 26.5 SQFT, Typ. RED CURB 20 LF RED CURB 20 LF REMOVE (E) WOODEN SIGN POST. INSTALL (N) SW24-3 (CA) "SCHOOL CROSSING AHEAD" SIGN (FLOURESCENT YELLOW/GREEN) ON (N) PUNCH POST CONSTRUCT SPEED HUMP (TYPE 2) PER CITY STD 7320 CONSTRUCT SPEED HUMP (TYPE 2) PER CITY STD 7320 PROTECT IN PLACE SIDEWALK UNDERDRAIN PROTECT IN PLACE SIDEWALK UNDERDRAIN INSTALL TRUNCATED DOMES PER CITY STD 4440 INSTALL TRUNCATED DOMES PER CITY STD 4440 REMOVE (E) WOODEN SIGN POST AND INSTALL (N) SW24-3 (CA) "SCHOOL CROSSING AHEAD" SIGN (FLOURESCENT YELLOW/GREEN) ON (N) 12' PUNCH POS YELLOW "SCHOOL" LEGEND 35 SQFT, Typ. YELLOW "SLOW" LEGEND 23 SQFT, Typ. DETAIL 22 124 LF YELLOW HI-VIS CROSSWALK 35 LF DETAIL 22 95 LF CONSTRUCT SPEED TABLE PER CITY STD. 7325 YELLOW ''XING'' LEGEND 21 SQFT, Typ. GREENBACK SHARROW SYMBOL PER DETAIL J SHEET D1 36 SQFT, Typ. N X07 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. AU G U S T A S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 31 of 90 AUGUSTA SE E MA T C H L I N E BE L O W SE E MA T C H L I N E SH E E T S 0 7 DETAIL 2 991 LF REMOVE (E) "ROAD BUMPS AHEAD" SIGN AND POST GREENBACK SHARROW SYMBOL PER DETAIL J SHEET D1 36 SQFT N LA U R E L AUGUSTA SEE MATCH L I N E SHEET S 5 0 SEE MATCH L I N E SHEET S 5 1 SE E MA T C H L I N E AB O V E DETAIL 2 991 LF, Cont. RED CURB 20 LF RED CURB 20 LF RED CURB 20 LF 12'' WHITE 18.5 LF YELLOW HI-VIS CROSSWALK 40 LF DETAIL 22 40 LF BIKE ARROW 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. 12'' WHITE 31 LF DETAIL 38 50 LF 12'' WHITE 17.5 LF YELLOW HI-VIS CROSSWALK 36 LF DETAIL 22 60 LF WHITE HI-VIS CROSSWALK 55 LF DETAIL 38 60 LF DETAIL 27B 65 LF BIKE BUFFER B 47 LF 12'' WHITE 31.5 LF BIKE BUFFER PER DETAIL A SHEET D1 47 LF DETAIL 27B, 23 LF ''STOP'' LEGEND 22 SQFT, Typ. GREENBACK SHARROW SYMBOL PER DETAIL J SHEET D1 36 SQFT N 6.5' 5' 3' 11' 11'11' 3' 5'8' X08 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. AU G U S T A S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L PROPOSED SPEEDCUSHION - TO BEINSTALLED AS PILOTPROJECT DIRECTLYFOLLOWING ROADWAYRESEALING PROPOSED SPEED CUSHION - TO BE INSTALLED AS PILOT PROJECT DIRECTLY FOLLOWING ROADWAY RESEALING Page 32 of 90 BISHO P FL O R E N C E 12'' WHITE 16 LF 12'' WHITE 20 LF ''STOP'' LEGEND 22 SQFT N FL O R E N C E SAN CARLOS 12'' WHITE 15.5 LF ''STOP'' LEGEND 22 SQFT N SAN CARLOS BL V D D E L C A M P O DETAIL 22 50 LF DETAIL 22 50 LF 12'' WHITE 17.5 LF 12'' WHITE 21 LF ''STOP'' LEGEND 22 SQFT N HE L E N A SYDNEY 12'' WHITE 21 LF ''STOP'' LEGEND 22 SQFT N SAN CARLOS HE L E N A SAN CARLOS 12'' WHITE 24 LF 12'' WHITE 16.5 LF ''STOP'' LEGEND 22 SQFT, Typ. N HE L E N A SAN MATEO 12'' WHITE 24 LF ''STOP'' LEGEND 22 SQFT N X09 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. FL O R E N C E , S A N C A R L O S S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 33 of 90 VI E W M O N T FLORA DETAIL 22 148 LF 12'' WHITE 25.5 LF ''STOP'' LEGEND 22 SQFT N FLORA CO R O N A 12'' WHITE 17.5 LF ''STOP'' LEGEND 22 SQFT N FLORA SY D N E Y 12'' WHITE 18.5 LF 12'' WHITE 23.5 LF ''STOP'' LEGEND 22 SQFT, Typ. N JOHNSON LA V I N E D A 12'' WHITE 18.5 LF ''STOP'' LEGEND 22 SQFT N JOHNSON SY D N E Y DETAIL 22 50 LF 12'' WHITE 19 LF GREEN BIKE CASE 1 26 LF BIKE BUFFER PER DETAIL A SHEET D1 25 LF WITH (3) WHITE 36" FLEX POSTS DETAIL 22 50 LF BIKE BUFFER PER DETAIL A SHEET D1 25 LF WITH (3) WHITE 36" FLEX POSTS 12'' WHITE 17.5 LF GREEN BIKE CASE 1 25 LF BIKE ARROW 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. ''STOP'' LEGEND 22 SQFT, Typ. N 10' 20'11.5' 2' 5' 5' 2' 17' X10 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. FL O R A S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 34 of 90 LA C I T A JOHNSON 12'' WHITE 17 LF ''STOP'' LEGEND 22 SQFT N LA U R E L FLORA AL R I T A DETAIL 24 40 LF 12'' WHITE 19.5 LF 12'' WHITE 16.5 LF ''STOP'' LEGEND 22 SQFT N X11 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. FL O R A S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 35 of 90 DRIVEWAY SOUTHWOOD SE E MA T C H L I N E BE L O W INSTALL R81(CA) "BIKE LANE" SIGN AND R81A(CA) "END" SIGN ON (N) 12' PUNCH POST BIKE BUFFER PER DETAIL A SHEET D1 320 LF DETAIL 27B 320 LF BIKE BUFFER PER DETAIL A SHEET D1 1035 LF DETAIL 39A 52 LF DETAIL 39A 52 LF DETAIL 27B 146 LF BIKE BUFFER PER DETAIL A SHEET D1 307 LF DETAIL 22 1109 LF DETAIL 39A 76 LF BIKE ARROW 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. N 5.5' 1.5'10' 10.5'1.5' 5' 8' LE X I N G T O N BE D F O R D SOUTHWOOD SE EMA T C H L I N E SH E E T S 5 0 SEE MATCH L I N E SE E MA T C H L I N E AB O V E 12'' WHITE 22.5 LF DETAIL 38 266 LF TYPE VII ARROW 27 SQFT BIKE BUFFER PER DETAIL A SHEET D1 1035 LF DETAIL 22 1109 LF DETAIL 39A 100 LF TYPE IV ARROW 15 SQFT, Typ. ''STOP'' LEGEND 22 SQFT, Typ. ''SHARROW'' LEGEND 11.5 SQFT, Typ. BIKE ARROW 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. N LA U R E L X12 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. SO U T H W O O D S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 36 of 90 W O O D S I D E SOUTHW O O D SE E MA T C H L I N E SH E E T S 5 0 S E E M A T C H L I N E B E L O W RED CURB 86 LF RED CURB 86 LF 12'' WHITE 24 LF 12'' WHITE 23.5 LF N ''SHARROW'' LEGEND 11.5 SQFT, Typ. ''STOP'' LEGEND 22 SQFT, Typ. WO O D S I D E FE R N W O O D KE N T W O O D SOUTHWOOD SE E MA T C H L I N E SH E E T S 1 4 RED CURB 85 LF RED CURB 86 LF RED CURB 86 LF RED CURB 86 LF RED CURB 86 LF DETAIL 22 50 LF 12'' WHITE 26 LF ''STOP'' LEGEND 22 SQFT ''SHARROW'' LEGEND 11.5 SQFT, Typ. N X13 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. SO U T H W O O D S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 37 of 90 SOUTHWOOD JO H N S O N STRIPED BULBOUT PER DETAIL C SHEET D1 WITH (4) FLEX POSTS CENTERED BETWEEN 12" STRIPE STRIPED BULBOUT PER DETAIL C SHEET D1 WITH (6) FLEX POSTS CENTERED BETWEEN 12" STRIPE STRIPED BULBOUT PER DETAIL C SHEET D1 WITH (6) FLEX POSTS CENTERED BETWEEN 12" STRIPE STRIPED BULBOUT PER DETAIL C SHEET D1 WITH (6) FLEX POSTS CENTERED BETWEEN 12" STRIPE RED CURB 86 LF 12'' WHITE 17.5 LF 12'' WHITE 15.5 LF DETAIL 22 100 LF DETAIL 22 99 LF ''STOP'' LEGEND 22 SQFT, Typ. ''SHARROW'' LEGEND 11.5 SQFT N R25.5' R12.5' R23' R19.5' 10.5' 8' 14.5' 15' 7' 13.5' 7.5' 13' FL O R A SOUTHWOOD BA R R A N C A ''SHARROW'' LEGEND 11.5 SQFT 12'' WHITE 20.5 LF 12'' WHITE 16.5 LF ''STOP'' LEGEND 22 SQFT N SE Q U O I A SOUTHWOOD ''SHARROW'' LEGEND 11.5 SQFT 12'' WHITE 10.5 LF 12'' WHITE 26.5 LF ''STOP'' LEGEND 22 SQFT N X14 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. SO U T H W O O D S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 38 of 90 JO H N S O N TANGLEWOOD 12'' WHITE 24 LF 12'' WHITE 18 LF ''STOP'' LEGEND 22 SQFT, Typ. N CR E S T V I E W TANGLEWOOD SE Q U O I A 12'' WHITE 17 LF 12'' WHITE 15 LF 12'' WHITE 18.5 LF ''STOP'' LEGEND 22 SQFT, Typ. ''DIP'' LEGEND 15 SQFT, Typ. N CR E S T V I E W TAN G L E W O O D SY C A M O R E 12'' WHITE 16 LF 12'' WHITE 21.5 LF ''STOP'' LEGEND 22 SQFT, Typ. N X15 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. TA N G L E W O O D S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 39 of 90 F E R N W O O D ORCUTT DETAIL 22 50 LF WHITE HI-VIS CROSSWALK 45 LF 12'' WHITE 21 LF ''STOP'' LEGEND 22 SQFT N ORCUTT LA W N W O O D 12'' WHITE 24 LF ''STOP'' LEGEND 22 SQFT N X16 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. FE R N W O O D , L A W N W O O D S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 40 of 90 EX P O S I T I O N SEE MATCHLINE SHEET S48 SEE MATCHLINE SHEET S49 DETAIL 25 63 LF 12'' YELLOW 45° 8' O.C. 41 LF DETAIL 29 34 LF DETAIL 29 13 LF DETAIL 22 50 LF 12'' WHITE 27 LF ''STOP'' LEGEND 22 SQFT N SOUTH WOODBRIDGE CI M A ''25'' LEGEND 17.5 SQFT N WOODBRIDGE SE N D E R O ''25'' LEGEND 17.5 SQFT N X17 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. WO O D B R I D G E S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 41 of 90 ME A D O W SEE MATCHLINE SHEET S51 TYPE IV ARROW 42 SQFT WHITE HI-VIS CROSSWALK 36 LF RED CURB 65 LF 12'' WHITE 18 LF DETAIL 38 48 LF DETAIL 22 49 LF ''STOP'' LEGEND 22 SQFT, Typ. N SOUTH LA W T O N SEE MATCHL I N E SHEET S 5 1 WHITE HI-VIS CROSSWALK 46 LF 12'' WHITE 17 LF DETAIL 22 65 LF 12" YELLOW 45° ? O.C. 14 LF TYPE IV ARROW 15 SQFT ''STOP'' LEGEND 22 SQFT N SOUTH FUNSTON ME A D O W RED CURB 62 LF RED CURB 62 LF 12'' WHITE 18.5 LF ''STOP'' LEGEND 22 SQFT N LA W T O N WOODBRIDGE "STOP" LEGEND 22 SQFT 12'' WHITE 14 LF 12'' WHITE 14 LF STRIPED CURB EXTENSION PER DETAIL B SHEET D1 (2) WHITE 36" FLEX POSTS STRIPED CURB EXTENSION PER DETAIL B SHEET D1 (2) WHITE 36" FLEX POSTS STRIPED CURB EXTENSION PER DETAIL B SHEET D1 (2) WHITE 36" FLEX POSTS STRIPED CURB EXTENSION PER DETAIL B SHEET D1 (2) WHITE 36" FLEX POSTS N FUNSTON LA W T O N RED CURB 62 LF RED CURB 54 LF RED CURB 54 LF RED CURB 62 LF 12'' WHITE 19.5 LF 12'' WHITE 18.5 LF ''STOP'' LEGEND 22 SQFT, Typ. N X18 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. ME A D O W , L A W T O N S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 42 of 90 CAUDILL ME A D O W RED CURB 54 LF RED CURB 54 LF 12'' WHITE 15.5 LF ''STOP'' LEGEND 22 SQFT N CAUDILL LA W T O N RED CURB 62 LF RED CURB 62 LF RED CURB 62 LF RED CURB 54 LF 12'' WHITE 15.5 LF 12'' WHITE 16.5 LF ''STOP'' LEGEND 22 SQFT, Typ. N ME A D O W MITCHELL RED CURB 54 LF RED CURB 54 LF 12'' WHITE 15.5 LF ''STOP'' LEGEND 22 SQFT N CAUDILL GA I L "STOP" LEGEND 22 SQFT 12'' WHITE 13 LF DETAIL 22 50 LF N BR O A D ALPHONSO TYPE IV ARROW 42 SQFT, Typ. DETAIL 22 36 LF DETAIL 38 26 LF 12'' WHITE 20 LF ''STOP'' LEGEND 22 SQFT, Typ. N FUNSTON B R O A D RED CURB 20 LF 12'' WHITE 21.5 LF DETAIL 22 51 LF ''STOP'' LEGEND 22 SQFT N X19 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. CA U D I L L S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 43 of 90 WOODBRIDGE BR O A D BIKE ARROW SYMBOL 3.5 SQFT BIKE RIDER SYMBOL 7 SQFT INSTALL "MEADOW PARK NEIGHBORHOOD GREENWAY" SIGN PER DETAIL G SHEET D1 ON (E) PUNCH POST GREENWAY SYMBOL PER DETAIL L SHEET D1 45.5 SQFT BIKE BUFFER PER DETAIL A SHEET D1 6 LF BIKE BUFFER PER DETAIL A SHEET D1 21 LF DETAIL 22 50 LF 12'' WHITE 20 LF ''STOP'' LEGEND 22 SQFT, Typ. N 9.5' 10' do u b l e r a m p , d o e s n ' t n e e d o f f s e t VICTORIA WO O D B R I D G E AL P H O N S O SE E MA T C H L I N E SH E E T S 2 1 WHITE HI-VIS CROSSWALK 32 LF WHITE HI-VIS CROSSWALK 17 LF DETAIL 22 50 LF INSTALL "MEADOW PARK NEIGHBORHOOD GREENWAY" SIGN PER DETAIL G SHEET D1 AND G33-1(CA) "LEFT ARROW" SIGN ON (N) 12' PUNCH POST INSTALL "MEADOW PARK NEIGHBORHOOD GREENWAY" SIGN PER DETAIL G SHEET D1 AND G33-1(CA) "RIGHT ARROW" SIGN ON (N) 12' PUNCH POST INSTALL "MEADOW PARK NEIGHBORHOOD GREENWAY" SIGN PER DETAIL G SHEET D1 ON (N) PUNCH POST GREENWAY SYMBOL PER DETAIL L SHEET D1 45.5 SQFT INSTALL DOUBLE SIDED W11-2 "PEDESTRIAN WARNING" AND W16-7P "ARROW" SIGNS SIGNS ON (N) 12' PUNCH POST INSTALL DOUBLE SIDED W11-2 "PEDESTRIAN WARNING" AND W16-7P "ARROW" SIGNS SIGNS ON (N) 12' PUNCH POST INSTALL DOUBLE SIDED W11-2 "PEDESTRIAN WARNING" AND W16-7P "ARROW" SIGNS SIGNS ON (N) 12' PUNCH POST SHARROW SYMBOL 11.5 SQFT, Typ. YIELD LINE 9 LF PER CALTRANS A24G YIELD LINE 9 LF PER CALTRANS A24G DETAIL 22 50 LF DETAIL 22 50 LF 12'' WHITE 16.5 LF WHITE HI-VIS CROSSWALK 26 LF WHITE CROSSWALK 47 LF WHITE HI-VIS CROSSWALK 21 LF DETAIL 22 58 LF 12'' WHITE 11.5 LF 12'' WHITE 8.5 LF 12'' WHITE 16.5 LF 12'' WHITE 18 LF WHITE CROSSWALK 24 LF WHITE CROSSWALK 41 LF ''STOP'' LEGEND 22 SQFT, Typ., Typ. N CAUDILL CAUDILL BR O A D 12'' WHITE 15.5 LF 12'' WHITE 20.5 LF DETAIL 22 50 LF DETAIL 22 50 LF ''STOP'' LEGEND 22 SQFT, Typ. N X20 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. VI C T O R I A S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 44 of 90 FR A N C I S BROAD TYPE IV ARROW 42 SQFT, Typ. DETAIL 22 50 LF 12'' WHITE 20.5 LF ''STOP'' LEGEND 22 SQFT, Typ. N CA U D I L L VICTORIA FR A N C I S SE E MA T C H L I N E SH E E T S 2 0 GREENWAY SYMBOL PER DETAIL L SHEET D1 45.5 SQFT, Typ. RED CURB 70 LF RED CURB 70 LF RED CURB 54 LF RED CURB 54 LF RED CURB 115 LF RED CURB 54 LFINSTALL "MEADOW PARK NEIGHBORHOOD GREENWAY" SIGN PER DETAIL G SHEET D1 ON (N) PUNCH POST DETAIL 22 50 LF DETAIL 22 50 LF DETAIL 22 50 LF 12'' WHITE 18.5 LF 12'' WHITE 19 LF 12'' WHITE 10 LF ''STOP'' LEGEND 22 SQFT, Typ. N VICTORIA HU M B E R T GREENWAY SYMBOL PER DETAIL L SHEET D1 45.5 SQFT, Typ. RED CURB 91 LFRED CURB 62 LF RED CURB 70 LF RED CURB 70 LF 12'' WHITE 12 LF 12'' WHITE 13.5 LF ''STOP'' LEGEND 22 SQFT, Typ. N VICTORIA LA W R E N C E GREENWAY SYMBOL PER DETAIL L SHEET D1 45.5 SQFT, Typ. RED CURB 70 LF RED CURB 73 LF RED CURB 73 LFRED CURB 70 LF 12'' WHITE 18.5 LF 12'' WHITE 19 LF ''STOP'' LEGEND 22 SQFT, Typ. N X21 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. VI C T O R I A S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 45 of 90 HUMBERT M I T C H E L L BR O A D 12'' WHITE 16 LF 12'' WHITE 21 LF DETAIL 38 36 LF DETAIL 22 50 LF DETAIL 22 34 LF TYPE IV ARROW 15 SQFT, Typ. ''STOP'' LEGEND 22 SQFT, Typ. N BROAD ST O N E R I D G E 12 ' ' W H I T E 17 L F DE T A I L 2 2 50 L F '' S T O P ' ' L E G E N D 2 2 S Q F T LAWRENCE BR O A D L A W R E N C E DETAIL 22 50 LF DETAIL 22 50 LF 12'' WHITE 20.5 LF 12'' WHITE 16.5 LF ''STOP'' LEGEND 22 SQFT, Typ. N VI C T O R I A MUTSUHITO BR O A D MUTSUHITO DETAIL 25 145 LF DETAIL 25 187 LF REPLACE (E) PUNCH POST WITH 14' POST, INSTALL (N) "MEADOW PARK NEIGHBORHOOD GREENWAY" SIGN PER DETAIL G SHEET D1 WITH G33-1(CA) RIGHT ARROW PLAQUE, AND REINSTALL (E) NO PARKING SIGN ON NEW POST RED CURB 70 LF INSTALL "MEADOW PARK NEIGHBORHOOD GREENWAY" SIGN PER DETAIL G SHEET D1 ON (N) 12' PUNCH POST TYPE VII ARROW 27 SQFT TYPE IV ARROW 42 SQFT GREENWAY SYMBOL PER DETAIL L SHEET D1 45.5 SQFT, Typ. 12'' WHITE 21 LF DETAIL 38 26 LF DETAIL 22 44 LF ''STOP'' LEGEND 22 SQFT, Typ. N X22 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. HU M B E R T , L A W R E N C E , M U T S U H T O S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 46 of 90 ST O N E R I D G E ROCKVIEW BL U E R O C K PE R K I N S 12'' WHITE 20.5 LF 12'' WHITE 18 LF 12'' WHITE 10 LF 12'' WHITE 10 LFDETAIL 22 45 LF DETAIL 22 45 LF ''STOP'' LEGEND 22 SQFT, Typ. N BR O A D STONERIDGE STRIPED BULBOUT PER DETAIL C SHEET D1 93 LF 6'' YELLOW 134 LF 12'' WHITE 17 LF DETAIL 22 50 LF ''STOP'' LEGEND 22 SQFT N SW E E N E Y ROCKVIEW DETAIL 22 50 LF 12'' WHITE 24.5 LF ''STOP'' LEGEND 22 SQFT N SW E E N E Y BROAD 12'' WHITE 19.5 LF DETAIL 22 50 LF ''STOP'' LEGEND 22 SQFT N X23 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. RO C K V I E W S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 47 of 90 B R O A D ROCKVIEW 12'' WHITE 16.5 LF DETAIL 27B 149 LF DETAIL 22 110 LF ''STOP'' LEGEND 22 SQFT N CAPITOLIO S A C R A M E N T O SE E MA T C H L I N E AB O V E DETAIL 22 641 LF, Cont. DETAIL 22 52 LF 12'' WHITE 18 LF ''STOP'' LEGEND 22 SQFT ''SHARROW'' LEGEND 11.5 SQFT, Typ. N DRIVEWAY BR O A D CAPITOLIO SE E MA T C H L I N E BE L O W DETAIL 22 641 LF DETAIL 39A 52 LFDETAIL 39 92 LF TYPE IV ARROW 42 SQFT, Typ. DETAIL 38 100 LF 12'' WHITE 33.5 LF ''STOP'' LEGEND 22 SQFT, Typ. ''SHARROW'' LEGEND 11.5 SQFTBIKE ARROW 3.5 SQFT BIKE RIDER SYMBOL 7 SQFT N X24 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. CA P I T O L I O S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 48 of 90 DA M O N G A R C I A P A R K I N G L O T BR O A D INDUSTRIAL WAY BIKE LOOP SYMBOL 2 SQFT, Typ. REMOVE (E) PARKING SIGNS< INSTALL R4-11 "BIKES MAY USE FULL LANE" SIGN ON (E) POST RED CURB 30 LF INSTALL R4-11 "BIKES MAY USE FULL LANE" SIGN ON (N) 12' PUNCH POST RED CURB 118 LF RED CURB 20 LF RED CURB 20 LF TYPE VII ARROW 27 SQFT, Typ. TYPE IV ARROW 42 SQFT, Typ. "STOP" LEGEND 22 SQFT WHITE HI-VIS CROSSWALK 51 LF DETAIL 22 359 LF DETAIL 38 100 LF WHITE CROSSWALK 43 LF N 23.5' 10.5' 10.5' BULLOCK W I L L O W 12'' WHITE 14.5 LF ''STOP'' LEGEND 22 SQFT N RI C A R D O SACRAMENTO 12'' WHITE 18.5 LF ''STOP'' LEGEND 22 SQFT N X25 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. VI A E S T E B A N , W I L L O W , R I C A R D O , I N D U S T R I A L S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 49 of 90 POINSETTIA B O U G A I N V I L L E A C O L U M B I N E DA H L I A DETAIL 22 120 LF 12'' WHITE 16.5 LF 12'' WHITE 16.5 LF ''STOP'' LEGEND 22 SQFT, Typ. N TA N K F A R M POINSETTIA INSTALL R4-11 "BIKES MAY USE FULL LANE" SIGN ON (N) 12' PUNCH POST DETAIL 22 28 LF DETAIL 22 26 LF X26 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. PO I N S E T T I A S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 50 of 90 BOUGAINVILLEA 12'' WHITE 37 LF 12'' WHITE 37 LF N TANK FARM HO L L Y H O C K DETAIL 22 32 LF N C Y C L A M E N HOLLYHOC K LO B E L I A 12'' WHITE 18 LF 12'' WHITE 24 LF ''STOP'' LEGEND 22 SQFT, Typ. N MO R N I N G G L O R Y TANK FARM STRIPED BULBOUT PER DETAIL C SHEET D1 20 LF STRIPED BULBOUT PER DETAIL C SHEET D1 22 LF WHITE HI-VIS CROSSWALK 49 LF DETAIL 22 50 LF ''STOP'' LEGEND 22 SQFT N X27 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. HO L L Y H O C K S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 51 of 90 T A N K F A R M SANTA FE SE E MA T C H L I N E AB O V E DETAIL 38 40 LF TYPE IV ARROW 42 SQFT 12'' WHITE 51 LF DETAIL 22 649 LF "STOP" LEGEND 22 SQFT, Typ. "AHEAD" LEGEND 31 SQFT N SANTA FE SE E MA T C H L I N E BE L O W MODIFIED DETAIL 22 PER DETAIL E SHEET D1 190 LF DETAIL 27B 86 LF DETAIL 22 649 LF N X28 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. SA N T A F E S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 52 of 90 FULLER SE E MA T C H L I N E SH E E T S 5 3 INSTALL R4-11 "BIKES MAY USE FULL LANE" SIGN ABOVE AND R2-1(25) "SPEED LIMIT" SIGN BELOW ON (E) LIGHT POSTB R O A D SHARROW SYMBOL 11.5 SQFT, Typ. TYPE IV ARROW 42 SQFT, Typ. DETAIL 38 102 LF DETAIL 22 102 LF DETAIL 22 72 LF N 15' 15'11.5' 10' 14.5' FULLER AM B R O S I A LA P O S A D A RED CURB 67 LF RED CURB 67 LFINSTALL R26(CA) "NO PARKING ANY TIME" SIGN ON (N) 12' PUNCH POST RED CURB 68 LF RED CURB 67 LF SHARROW SYMBOL 11.5 SQFT, Typ. DETAIL 22 50 LF DETAIL 39 199 LF DETAIL 22 50 LF 12'' WHITE 11 LF 12'' WHITE 11.5 LF 12'' WHITE 16.5 LF 12'' WHITE 19 LF ''STOP'' LEGEND 22 SQFT, Typ. ''STOP'' LEGEND 22 SQFT, Typ. N X29 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. FU L L E R S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 53 of 90 LA R K S P U R RED CURB 20 LF RED CURB 20 LF RED CURB 20 LF RED CURB 20 LF N P O I N S E T T I A FULLER LA R K S P U R WHITE HI-VIS CROSSWALK 51 LF WHITE HI-VIS CROSSWALK 39 LF WHITE HI-VIS CROSSWALK 38 LF WHITE HI-VIS CROSSWALK 48 LF RED CURB 20 LF RED CURB 20 LF RED CURB 20 LF RED CURB 20 LF RED CURB 20 LF RED CURB 20 LF RED CURB 26 LF RED CURB 20 LF INSTALL R2-1 (25) "SPEED LIMIT" SIGN ON (E) LIGHT POST INSTALL R4-11 "BIKES MAY USE FULL LANE" SIGN ON (N) 12' PUNCH POST RED CURB 92 LF RED CURB 88 LF RED CURB 20 LF RED CURB 20 LF INSTALL R4-11 "BIKES MAY USE FULL LANE" SIGN ABOVE AND R2-1(25) "SPEED LIMIT" SIGN BELOW ON (E) LIGHT POST SHARROW SYMBOL 11.5 SQFT, Typ. 12'' WHITE 25.5 LF 12'' WHITE 26.5 LF 12'' WHITE 23 LF 12'' WHITE 24 LF 12'' WHITE 22 LF DETAIL 22 51 LF DETAIL 22 50 LF DETAIL 22 51 LF ''STOP'' LEGEND 22 SQFT, Typ. N POINSETTIA SU N F L O W E R RED CURB 20 LF DETAIL 22 50 LF DETAIL 22 50 LF DETAIL 22 51 LF 12'' WHITE 25 LF 12'' WHITE 25 LF 12'' WHITE 19 LF ''STOP'' LEGEND 22 SQFT, Typ. NMO R N I N G G L O R Y FULLER WHITE HI-VIS CROSSWALK 46 LF RED CURB 20 LF RED CURB 20 LF RED CURB 20 LF RED CURB 20 LF RED CURB 20 LFRED CURB 20 LF 12'' WHITE 21.5 LF ''STOP'' LEGEND 22 SQFT N X30 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. FU L L E R , I R O N B A R K S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 54 of 90 BR O O K P I N E PURPLE SAGE SEE MATCH L I N E BELOW DETAIL 22 705 LF N IRONBARK BR O O K P I N E DETAIL 22 50 LF DETAIL 22 50 LF 12'' WHITE 20 LF 12'' WHITE 19.5 LF ''STOP'' LEGEND 22 SQFT, Typ. N IRONBARK WA V E R T R E E RED CURB 20 LF RED CURB 20 LF 12'' WHITE 19.5 LF 12'' WHITE 19 LF 12'' WHITE 16.5 LF ''STOP'' LEGEND 22 SQFT N BR O O K P I N E ALDER 12'' WHITE 16.5 LF ''STOP'' LEGEND 22 SQFT N WA V E R T R E E RED CURB 20 LF RED CURB 20 LF X31 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. PO I N S E T T I A , P U R P L E S A G E S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 55 of 90 SPANISH OAKS S W E E T B A Y M A D R O N E 12'' WHITE 16.5 LF 12'' WHITE 17 LF ''STOP'' LEGEND 22 SQFT, Typ. N SP A N I S H O A K S CORNUS 12'' WHITE 22 LF 12'' WHITE 21 LF 12'' WHITE 18.5 LF N ''STOP'' LEGEND 22 SQFT, Typ. WA V E R T R E E P U R P L E S A G E A L D E R SPANISH OA K S SEE MAT C H L I N E SEE MAT C H L I N E SEE MAT C H L I N E BEL O W ABO V E INSTALL W1-1(R) "CURVE RIGHT" SIGN ON (E) LIGHT POST INSTALL W1-1(L) "CURVE LEFT" SIGN ON (N) 12' PUNCH POST 12'' WHITE 25 LF 12'' WHITE 16.5 LF DETAIL 22 704 LF, Cont. ''STOP'' LEGEND 22 SQFT, Typ. N X32 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. SP A N I S H O A K S S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 56 of 90 SPANISH OAKS P O P U L U S H U C K L E B E R R Y BU C K E Y E SEE MATCHLINE BELOW 12'' WHITE 16.5 LF 12'' WHITE 21 LF 12'' WHITE 17 LF ''STOP'' LEGEND 22 SQFT, Typ. N H U C K L E B E R R Y PO P U L U S SEE MATCHLINE ABOVE 12'' WHITE 24 LF ''STOP'' LEGEND 22 SQFT N WA V E R T R E E BOXWOOD INSTALL R1-1 "STOP" SIGN ON (N) 12' PUNCH POST "STOP" LEGEND 22 SQFT 12'' WHITE 16 LF N X33 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. SP A N I S H O A K S S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 57 of 90 CIT Y L I M I T S AER O V I S T A CI T Y L I M I T DETAIL 22 130 LF N AERO B R O A D S E E M A T C H L I N E S H E E T S 5 4 SE E MA T C H L I N E AB O V E DETAIL 29 21 LF TYPE VII ARROW 27 SQFT GREEN BIKE LANE COATING 502 SQFT INSTALL R3-2 "NO LEFT TURN" SIGN ON (N) 12' PUNCH POST INSTALL R3-7 "RIGHT LANE MUST TURN RIGHT" SIGN ON (N) 12' PUNCH POST INSTALL R4-4 "RIGHT TURN BEGIN, YIELD TO BIKES" SIGN ON (N) 12' PUNCH POST GREEN BIKE CASE 2 52 LF GREEN BIKE CASE 3 62 LF WHITE CROSSWALK 76 LF DETAIL 24 149 LF DETAIL 27B 125 LF DETAIL 24 150 LF DETAIL 27B 155 LF DETAIL 39 330 LF DETAIL 39 639 LF DETAIL 32 534 LF TYPE IV ARROW 15 SQFT, Typ. TYPE I 10" ARROW 14 SQFT, Typ. BIKE ARROW 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. N 14' C I T Y L I M I T S AERO C I T Y L I M I T SE E MA T C H L I N E BE L O W DETAIL 39A 64 LF DETAIL 39 639 LF, Cont. DETAIL 32 534 LF, Cont. DETAIL 29 32 LF TYPE IV ARROW 15 SQFT TYPE I 10" ARROW 14 SQFT, Typ. N 16.5' 12' 11' 6.5' 10' X34 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. AE R O V I S T A , A E R O S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 58 of 90 MO R R O MILL CH O R R O SE E MA T C H L I N E BE L O W STRIPED BULBOUT PER DETAIL C SHEET D1 73 LF STRIPED BULBOUT PER DETAIL C SHEET D1 73 LF STRIPED BULBOUT PER DETAIL C SHEET D1 73 LF STRIPED BULBOUT PER DETAIL C SHEET D1 73 LF REMOVE CONFLICTING STRIPING ON CROSS STREETS INSTALL W11-2 "PEDESTRIAN WARNING" AND W16-7P "ARROW" SIGN (BOTH FLOURESCENT YELLOW/GREEN) ON (N) 12' PUNCH POST INSTALL W11-2 "PEDESTRIAN WARNING" AND W16-7P "ARROW" SIGN (BOTH FLOURESCENT YELLOW/GREEN) ON (N) 12' PUNCH POST GREENWAY SYMBOL PER DETAIL L SHEET D1 45.5 SQFT, Typ. BLUE CURB 22 LF, INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) MARKING, R99(CA) "ADA PARKING ONLY" AND R99B(CA) "MINIMUM FINE $250" SIGNS ON (N) 12' PUNCH POST PER CALTRANS STD PLAN A90B BLUE CURB 22 LF, INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) MARKING, R99(CA) "ADA PARKING ONLY" AND R99B(CA) "MINIMUM FINE $250" SIGNS ON (N) 12' PUNCH POST PER CALTRANS STD PLAN A90B PARKING "L" PER STD. 7410, Typ. INSTALL R2-1 (25) "SPEED LIMIT" SIGN ON (E) LIGHT POST REMOVE (E) PUNCH POST AND PARKING SIGN, REINSTALL PARKING SIGN AND (N) "MILL STREET GREENWAY" SIGN PER DETAIL G SHEET D1 ON (N) 14' PUNCH POST DETAIL 38 20 LF DETAIL 22 369 LF DETAIL 22 287 LF PARKING "T" PER STD. 7410, Typ. TYPE VII ARROW 27 SQFT TYPE IV ARROW 42 SQFT N R20' R20' R20' R20' 7'7' 8'8' 8' 7'7' 8' 8' 12' 12' 8' MILL OS O S SE E MA T C H L I N E SH E E T S 3 6 SE E MA T C H L I N E AB O V E BLUE CURB 22 LF, INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) MARKING, R99(CA) "ADA PARKING ONLY" AND R99B(CA) "MINIMUM FINE $250" SIGNS ON (N) 12' PUNCH POST PER CALTRANS STD PLAN A90B 12'' WHITE 18.5 LF 12'' WHITE 17.5 LF WHITE HI-VIS CROSSWALK 37 LF WHITE HI-VIS CROSSWALK 37 LF GREENWAY SYMBOL PER DETAIL L SHEET D1 45.5 SQFT, Typ. DETAIL 22 429 LF DETAIL 22 287 LF, Cont. PARKING "L" PER STD. 7410, Typ. PARKING "T" PER STD. 7410, Typ. N 8' 12' 12' 8' 8' 12' 12' 8' X35 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. MI L L S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L PROPOSED SPEED CUSHION- TO BE INSTALLED AS PILOTPROJECT DIRECTLYFOLLOWING ROADWAYRESEALING PROPOSED SPEED CUSHION - TO BE INSTALLED AS PILOT PROJECT DIRECTLY FOLLOWING ROADWAY RESEALING Page 59 of 90 SA N T A R O S A MILL SE E MA T C H L I N E BE L O W SE E MA T C H L I N E SH E E T S 3 5 REMOVE (E) PUNCH POST AND PARKING SIGN, REINSTALL PARKING SIGN AND (N) R2-1(25) "SPEED LIMIT" SIGN ON (N) 14' PUNCH POST INSTALL "MILL STREET GREENWAY" SIGN PER DETAIL G SHEET D1 ON (N) 12' PUNCH POST BLUE CURB 22 LF, INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) MARKING, R99(CA) "ADA PARKING ONLY" AND R99B(CA) "MINIMUM FINE $250" SIGNS ON (N) 12' PUNCH POST PER CALTRANS STD PLAN A90B INSTALL "MILL STREET GREENWAY" SIGN PER DETAIL G SHEET D1 ON (N) 12' PUNCH POST WHITE HI-VIS CROSSWALK 63 LF WHITE HI-VIS CROSSWALK 63 LF WHITE HI-VIS CROSSWALK 39 LF WHITE HI-VIS CROSSWALK 37 LF BIKE LOOP SYMBOL 2 SQFT, Typ. GREENWAY SYMBOL PER DETAIL L SHEET D1 45.5 SQFT, Typ. DETAIL 2 271 LF DETAIL 39 380 LF DETAIL 39 280 LF DETAIL 22 66 LF 12'' WHITE 8.5 LF 12'' WHITE 9.5 LF 12'' WHITE 10 LF DETAIL 38 39 LF DETAIL 38 58 LF TYPE VII ARROW 27 SQFT, Typ. TYPE IV ARROW 42 SQFT, Typ. DETAIL 22 41 LF DETAIL 22 429 LF, Cont. N 10' 10' 10' 10' R28' 8' 8' 8' 12' 4' TO R O JO H N S O N MILL SE E MA T C H L I N E SH E E T S 3 7 SE E MA T C H L I N E AB O V E RELOCATE (E) ROUNDABOUT SIGN & POST 30' EAST RELOCATE (E) HISTORIC DISTRICT SIGN & POST 30' EAST GREENWAY SYMBOL PER DETAIL L SHEET D1 45.5 SQFT, Typ. INSTALL W11-2 "PEDESTRIAN WARNING" SIGN AND W16-7P "ARROW" SIGN ON (N) 12' PUNCH POST INSTALL W11-2 "PEDESTRIAN WARNING" SIGN AND W16-7P "ARROW" SIGN ON (N) 12' PUNCH POST WHITE CROSSWALK 40 LF WHITE CROSSWALK 40 LF WHITE HI-VIS CROSSWALK 39 LF WHITE HI-VIS CROSSWALK 40 LF REINSTALL YELLOW FLEX POSTS AND PUNCH POST WITH SURFACE MOUNTED BASE IN CENTER OF CIRCLE. INSTALL 4 OM1-3 OBJECT MARKERS ON POST, ONE FACING EACH DIRECTION PER DETAIL I SHEET D1 STRIPED DOT BULBOUT PER DETAIL D SHEET D1 52 LF STRIPED DOT BULBOUT PER DETAIL D SHEET D1 54 LF STRIPED DOT BULBOUT PER DETAIL D SHEET D1 49 LF STRIPED DOT BULBOUT PER DETAIL D SHEET D1 51 LF 12'' WHITE 18.5 LF DETAIL 24 50 LF "AHEAD" LEGEND 31 "STOP" LEGEND 22 SQFT, Typ. DETAIL 2 319 LF DETAIL 39 402 LF DETAIL 39 397 LF DETAIL 22 25 LF 4'' YELLOW 50 LF (10) RETROREFLECTIVE MARKER TYPE D, 5' O.C. DETAIL 29, 23 LF 6" YELLOW 45° 5' O.C., 10 LF DETAIL 29, 23 LF 6" YELLOW 45° 5' O.C., 10 LF DETAIL 22 25 LF N 16' 10' 10' 10' 10' 45.5' 50'46.5' 47' 10 ' 10 ' 1 2 ' 12 ' 1 2 ' 12 ' 10 ' 10 ' X36 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. MI L L S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L PROPOSED SPEED CUSHION- TO BE INSTALLED AS PILOTPROJECT DIRECTLYFOLLOWING ROADWAYRESEALING PROPOSED SPEED CUSHION - TO BE INSTALLED AS PILOT PROJECT DIRECTLY FOLLOWING ROADWAY RESEALING Page 60 of 90 JO H N S O N MILL PE P P E R PE P P E R SE E MA T C H L I N E SH E E T S 3 6 INSTALL "MILL STREET GREENWAY" ABOVE R2-1 (25) "SPEED LIMIT" SIGN ON (N) 12' PUNCH POST GREENWAY SYMBOL PER DETAIL L SHEET D1 45.5 SQFT, Typ.12'' WHITE 17.5 LF "STOP" LEGEND 22 SQFT, Typ. 12'' WHITE 42 LF 12'' WHITE 16.5 LF DETAIL 24 44 LF DETAIL 2 343 LF DETAIL 39 449 LF DETAIL 39 445 LF DETAIL 24 39 LF N 10' 10' 10' 10' X37 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. MI L L , S A N L U I S S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L PROPOSED SPEED CUSHION- TO BE INSTALLED AS PILOTPROJECT DIRECTLYFOLLOWING ROADWAYRESEALING Page 61 of 90 C A L I F O R N I A SAN LUIS DRIVE SE E MA T C H L I N E AB O V E SE E MA T C H L I N E SH E E T 3 9 DETAIL 39 312 LF DETAIL 39 1254 LF DETAIL 22 315 LF DETAIL 38 222 LF DETAIL 39 310 LF DETAIL 39 605 LF DETAIL 38 50 LF DETAIL 29 115 LF DETAIL 2 511 LF, Cont. GREENBACK SHARROW SYMBOL 36 SQFT RED CURB 20 LF RED CURB 20 LF GREENBACK SHARROW SYMBOL 36 SQFT YELLOW HI-VIS CROSSWALK 41 LF YELLOW HI-VIS CROSSWALK 45 LF YELLOW HI-VIS CROSSWALK 55 LF BIKE ARROW SYMBOL 3.5 SQFT BIKE RIDER SYMBOL 7 SQFT "STOP" LEGEND 22 SQFT, Typ. TYPE I 10" ARROW 14 SQFT, Typ. TYPE IV ARROW 42 SQFT, Typ. 12'' WHITE 24 LF N 8' 6.5' 2.5' 10' 10.5' 10'2.5' 6.5' 8' SAN LUIS DRIVE C A Z A D E R O SE E MA T C H L I N E BE L O W STRIPED CURB EXTENSION PER DETAIL B SHEET D1 75 LF GREENBACK SHARROW SYMBOL PER DETAIL J SHEET D1 36 SQFT, Typ. DETAIL 2 511 LF DETAIL 22 50 LF N 8' 12 ' X38 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. SA N L U I S S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 62 of 90 SE E MA T C H L I N E SH E E T 3 8 S E E M A T C H L I N E R I G H T DETAIL 39 312 LF, Cont. DETAIL 39 1254 LF, Cont. DETAIL 22 315 LF, Cont. DETAIL 39 310 LF, Cont. DETAIL 39 605 LF, Cont. DETAIL 38 222 LF, Cont. INSTALL SW24-1 (CA) "SCHOOL CROSSING" SIGN ON (N) 12' PUNCH POST GREENBACK SHARROW SYMBOL 36 SQFT SAN LUIS DRIVE N 8' 6.5' 2.5' 10' 10.5' 10'2.5' 6.5' 8' SAN LUIS DRIVE S E E MA T C H L I N E SH E E T S 4 2 SE E MA T C H L I N E SH E E T 4 0 36" WHITE FL E X P O S T , T y p . DETAIL 38 393 LF DETAIL 22 600 LF DETAIL 29 177 LF12" YELLOW 45° 20' O.C. 51 LF INSTALL MODI F I E D R 1 0 - 1 5 " R I G H T T U R N YIELD TO BIKE / P E D " S I G N P E R D E T A I L F SHEET D1 ON ( N ) 1 2 ' P U N C H P O S T DETAIL 39 92 LF DETAIL 39 92 LF DETAIL 39 111 LF 6'' WHITE 45° 20' O.C. 46 LF (3) 36" WHITE FLEX POSTS GREEN BIKE C A S E 3 93 LF GREEN BIKE C A S E 2 64 LF GREEN BIKE C A S E 1 46 LF BIKE BUFFER P E R D E T A I L A S H E E T D 1 45 LF GREEN BIKE C A S E 1 18 LF GREEN BIKE C A S E 1 18 LF GREEN BIKE C A S E 1 18 LF GREEN BIKE C A S E 1 18 LF BIKE BUFFER P E R DETAIL A SHE E T D 1 1218 LF, Cont. DETAIL 38 379 LF, Cont. DETAIL 39 1254 LF, Cont. BIKE BUFFER P E R D E T A I L A S H E E T D 1 146 LF RED CURB 20 LF TYPE I 10" ARR O W 14 SQFT, Typ. TYPE IV ARRO W 42 SQFT, Typ. BIKE ARROW S Y M B O L 3.5 SQFT, Typ. BIKE RIDER SY M B O L 7 SQFT, Typ. 11.5' 6' 10' 10' 10' 2' 6.5' 8' 8' 6.5'2' 10' 10.5' 10'2' 6.5' 8' 8' 6.5' 2' 10' 10.5' 10'2' 6.5' 8' SAN LUIS DRIVE SE E MA T C H L I N E LE F T S E E M A T C H L I N E S H E E T S 4 3 GREEN BIKE CASE 1 18 LF RED CURB 40 LF DETAIL 39 605 LF, Cont. BIKE BUFFER PER DETAIL A SHEET D1 319 LF DETAIL 22 382 LF DETAIL 38 379 LFDETAIL 39 1254 LF, Cont. BIKE BUFFER PER DETAIL A SHEET D1 1218 LF TYPE I 10" ARROW 14 SQFT, Typ. TYPE IV ARROW 42 SQFT, Typ. BIKE ARROW SYMBOL 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. DETAIL 29 192 LF 12" YELLOW 45° 20' O.C. 85 LF N 8' 6.5' 2' 10' 10.5' 10'2' 6.5' 8' X39 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. SA N L U I S D R I V E S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 63 of 90 SAN LUIS DRIVE SE E MA T C H L I N E SH E E T 3 9 S E E M A T C H L I N E S H E E T S 4 2 SE E M A T C H L I N E S H E E T S 4 2 BIKE BUFFER PER DETAIL A SHEET D1 124 LF DETAIL 39 37 LF 36" WHITE FLEX POST, Typ.DETAIL 38 393 LF, Cont. DETAIL 22 600 LF, Cont. INSTALL R10-11 "NO TURN ON RED" AND R26(CA) "NO PARKING ANY TIME" SIGNS ON (E) POST BIKE LOOP SYMBOL 2 SQFT 12'' WHITE 11 LF GREEN BIKE LANE COATING 556 SQFT DETAIL 36 42 LF DETAIL 25 94 LF INSTALL SW24-1 (CA) "SCHOOL CROSSING" SIGN ON (N) 12' PUNCH POST BIKE BUFFER PER DETAIL A SHEET D1 90 LF DETAIL 38 114 LF INSTALL W4-2(R) "RIGHT LANE MERGE" SIGN ON (N) 12' PUNCH POST DETAIL 39 605 LF DETAIL 27C 168 LF BIKE BUFFER PER DETAIL A SHEET D1 306 LF BIKE BUFFER PER DETAIL A SHEET D1 1218 LF, Cont. 12'' WHITE 12 LF 12'' WHITE 4.5 LF INSTALL R3-1 "NO RIGHT TURN" SIGN ON (N) 12' PUNCH POST DETAIL 39 271 LF DETAIL 39A 52 LF YELLOW HI-VIS CROSSWALK 18 LF YELLOW HI-VIS CROSSWALK 49 LF DETAIL 39, 120 LF TYPE I 10" ARROW 14 SQFT TYPE IV ARROW 42 SQFT, Typ. TYPE IV (B) PER DETAIL M SHEET D1 ARROW 73 SQFT, Typ. TYPE VI ARROW 42 SQFT, Typ. BIKE ARROW SYMBOL 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. N DETAIL 9 295 LF DETAIL 41, 71 LF DETAIL 40, 71 LF (9) 36" WHITE PEXCO CITY POSTS, EAC MODEL / 2 GREY WRAPS) 10' O.C., TYP 14' 6' 1'11' 2'6' 16' 11' 11'3' 7' 3' 11' 11' 11' 11' 3' 7' 6'3' 12' 4' 12' 11' 1.5' 5' MO N T E R E Y HI G U E R A JOHNSON SE E MA T C H L I N E SH E E T S 4 1 DETAIL 22 73 LF DETAIL 32 83 LF DETAIL 39A 88 LF DETAIL 39 231 LF DETAIL 39 231 LF DETAIL 39 231 LF YIELD LINE 18 LF PER CALTRANS A24G TYPE VII ARROW 27 SQFT TYPE IV ARROW 42 SQFT, Typ. BIKE ARROW SYMBOL 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. YIELD LINE 18 LF PER CALTRANS A24G DETAIL 39A 88 LF DETAIL 38 58 LF WHITE HI-VIS CROSSWALK 39 LF DETAIL 39 157 LF DETAIL 39 252 LF DETAIL 32 77 LF DETAIL 22 75 LF DETAIL 39A 76 LF DETAIL 38 45 LF DETAIL 39 157 LF DETAIL 39 179 LF WHITE HI-VIS CROSSWALK 51 LF N X40 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. SA N L U I S D R I V E & J O H N S O N S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 64 of 90 BU C H O N BU C H O N JOHNSON BU C H O N SE E MA T C H L I N E AB O V E SE E MA T C H L I N E SH E E T 4 2 DETAIL 39 105 LF DETAIL 39 95 LF DETAIL 39 10 LF DETAIL 39 278 LF DETAIL 32 195 LF DETAIL 39A 40 LF DETAIL 39A 28 LF DETAIL 39 130 LF DETAIL 22 85 LF DETAIL 38 44 LFDETAIL 39 216 LF DETAIL 39A 88 LFDETAIL 39 218 LF, Cont. DETAIL 32 311 LF, Cont. DETAIL 39 306 LF, Cont. TYPE I 10" ARROW 14 SQFT, Typ. TYPE IV ARROW 42 SQFT, Typ. BIKE ARROW SYMBOL 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. N MA R S H PA C I F I C JOHNSON SE E MA T C H L I N E SH E E T S 4 0 SE E MA T C H L I N E BE L O W TYPE I 10" ARROW 14 SQFT, Typ. DETAIL 39 218 LF DETAIL 32 311 LF DETAIL 39 306 LF DETAIL 39A 88 LF DETAIL 39 180 LF DETAIL 39 258 LF DETAIL 39 160 LF DETAIL 39 186 LF DETAIL 22 174 LF DETAIL 29 86 LF BIKE TURN BOX PER DETAIL K SHEET D1 89 SQFT DETAIL 38 38 LF 12'' WHITE 29 LF WHITE HI-VIS CROSSWALK 52 LF GREEN BIKE CASE 2 52 LF WHITE HI-VIS CROSSWALK 50 LF DETAIL 39A 76 LF TYPE IV ARROW 42 SQFT, Typ. BIKE ARROW SYMBOL 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. DETAIL 22 75 LF N X41 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. JO H N S O N S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 65 of 90 BU C H O N JOHNSON BU C H O N SE E MA T C H L I N E SH E E T S 4 0 SEE MAT C H L I N E SHE E T 4 1 YELLOW HI-VIS CROSSWALK 56 LF "25" LEGEND 17.5 SQFT DETAIL 40 106 LF DETAIL 39A 76 LF BIKE BUFFER PER DETAIL A SHEET D1 481 LF BIKE BUFFER PER DETAIL A SHEET D1 456 LF DETAIL 29 319 LF DETAIL 38 327 LF DETAIL 22 106 LF DETAIL 29 52 LF 12" YELLOW 45° 8 O.C. 83 LF TYPE I 10" ARROW 14 SQFT TYPE IV ARROW 15 SQFT, Typ. BIKE ARROW 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. N 1 4 ' 6 ' 1 6 ' 1 1 ' 1 1 ' 3 ' 5' 2'10.5' 10' 3'10.5'2' 5'6' 2'10.5' 11' 10.5' 2' 6' JOHNSON BR E C K SE E MA T C H L I N E SH E E T S 4 2 SE E MA T C H L I N E GREEN BIKE CASE 2 5' 10' 10' 10' 10' 10' 5' 5' 10' 10' 10' 10' 10' 5' X42 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. JO H N S O N S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 66 of 90 JOHNSON LI Z Z I E IR I S SE E MA T C H L I N E BE L O W SE E MA T C H L I N E SH E E T S 4 2 GREEN BIKE CASE 3 67 LF GREEN BIKE CASE 2 112 LF GREEN BIKE CASE 3 37 LF WHITE CROSSWALK 36 LF GREEN BIKE CASE 3 42 LF GREEN BIKE CASE 2 76 LF 24'' WHITE 8 LF WHITE CROSSWALK 36 LFWHITE CROSSWALK 59 LF DETAIL 39 605 LF, Cont. DETAIL 38 112 LF DETAIL 38 71 LFDETAIL 9 533 LF DETAIL 39 557 LF DETAIL 38 53 LF DETAIL 38 37 LF DETAIL 39 169 LF DETAIL 22 300 LF DETAIL 9 175 LF DETAIL 38 56 LF DETAIL 38 50 LF DETAIL 22 97 LF DETAIL 38 50 LF DETAIL 38 60 LF BIKE ARROW 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. TYPE IV ARROW 15 SQFT, Typ. N 5' 10' 10' 10' 10' 5' 10' EL L A JOHNSON EL L A SE E MA T C H L I N E SH E E T S 4 4 SE E MA T C H L I N E AB O V E SEE MATCHLINE SHEET S03 ''DR'' LEGEND 13 SQFT ''JOHNSON'' LEGEND 33 SQFT "SAN LUIS" LEGEND 28.5 SQFT "AVE" LEGEND 16.5 SQFT DETAIL 38 55 LF DETAIL 38 58 LF GREEN BIKE CASE 3 32 LF GREEN BIKE CASE 2 100 LF INSTALL 18" WHITE PEXCO CITY POST, EAC MODEL, W/ 3 YELLOW REFLECTIVE WRAPS BIKE LOOP SYMBOL 2 SQFT, Typ. YELLOW CURB WITH RETROREFLECTIVE BEADS 6 LF YELLOW CURB WITH RETROREFLECTIVE BEADS 6 LF WHITE HI-VIS CROSSWALK 46 LF WHITE HI-VIS CROSSWALK 65 LF WHITE HI-VIS CROSSWALK 37 LF WHITE HI-VIS CROSSWALK 59 LF TYPE IV ARROW 42 SQFT, Typ. GREEN BIKE CASE 2 100 LF GREEN BIKE CASE 3 67 LF, Cont.DETAIL 22 106 LF 12'' WHITE 36.5 LF 12'' WHITE 22 LF DETAIL 22 108 LFDETAIL 38 72 LF DETAIL 38 64 LF DETAIL 9 194 LF DETAIL 39 193 LF DETAIL 38 43 LF 12'' WHITE 34 LF DETAIL 38 48 LF DETAIL 38 65 LF DETAIL 32 204 LF DETAIL 9 533 LF, Cont. DETAIL 39 557 LF, Cont. DETAIL 38 50 LF BIKE ARROW 3.5 SQFT BIKE RIDER SYMBOL 7 SQFT TYPE VII ARROW 27 SQFT N 5' 5' 10' 10' 10' .5' 10' X43 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. JO H N S O N S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 67 of 90 FI X L I N I JOHNSON SE E MA T C H L I N E BE L O W SE E MA T C H L I N E SH E E T S 4 3 GREEN BIKE CASE 2 100 LF GREEN BIKE CASE 3 77 LF DETAIL 39 515 LF DETAIL 22 550 LF DETAIL 38 52 LF DETAIL 38 50 LF DETAIL 9 1207 LF DETAIL 39 336 LFDETAIL 9 319 LF DETAIL 32 428 LF TYPE IV ARROW 15 SQFT BIKE ARROW 3.5 SQFT BIKE RIDER SYMBOL 7 SQFT N 5' 10' 10' 12.5' 10' 10' 5' 6.5' 10' 10' 10' 10' 10' 6.5' JOHNSON SE E MA T C H L I N E SH E E T S 0 5 SE E MA T C H L I N E AB O V E INSTALL R3-2 "NO LEFT TURN" SIGN ON (N) 12' PUNCH POST INSTALL R3-2 "NO LEFT TURN" SIGN ON (N) 12' PUNCH POST DETAIL 39 224 LFDETAIL 39 154 LF BIKE BUFFER PER DETAIL A SHEET D1 412 LF GREEN BIKE CASE 2 150 LF DETAIL 29 172 LF DETAIL 39 703 LF DETAIL 9 703 LF DETAIL 22 550 LF, Cont. DETAIL 9 1207 LF, Cont. N 6' 10' 11.5' 11.5' 10' 6' 8' 7' 11' 11.5' 11' 11' 5' 7' X44 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. JO H N S O N S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 68 of 90 FERRINI N. CHORRO SE E MA T C H L I N E BE L O W N DETAIL 2 487 LF "STOP" LEGEND 22 SQFT 12'' WHITE 17.5 LF DETAIL 22 66 LF BO Y S E N N. CHORRO SE E MA T C H L I N E AB O V E SE E MA T C H L I N E SH E E T S 4 6 N DETAIL 2 679 LF DETAIL 24 50 LF DETAIL 24 50 LF X45 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. N. C H O R R O S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 69 of 90 FO O T H I L L N. CHORRO SE E MA T C H L I N E SH E E T S 4 5 N STRIPED BULBOUT PER DETAIL C SHEET D1 65 LF 12'' WHITE 24.5 LF 12'' WHITE 13 LF WHITE HI-VIS CROSSWALK 13 LF WHITE HI-VIS CROSSWALK 39 LF TYPE IV ARROW 42 SQFT TYPE VII ARROW 27 SQFT DETAIL 38 61 LF DETAIL 22 118 LFDETAIL 2 679 LF, Cont. X46 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. N. C H O R R O S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 70 of 90 ME I N E C K E RO U G E O T CHORRO SE E MA T C H L I N E BE L O W WHITE CROSSWALK 35 LF WHITE CROSSWALK 37 LF DETAIL 22 487 LF DETAIL 39 493 LF DETAIL 39 489 LF 12'' WHITE 20.5 LF 12'' WHITE 22.5 LF WHITE CROSSWALK 41 LF WHITE CROSSWALK 39 LF DETAIL 22 229 LF DETAIL 39 235 LF DETAIL 39 231 LF N MU R R A Y CHORRO SE E MA T C H L I N E AB O V E WHITE HI-VIS CROSSWALK 16 LF WHITE HI-VIS CROSSWALK 15 LF "AHEAD" LEGEND 31 SQFT, Typ. SHARROW SYMBOL 11.5 SQFT, Typ. "STOP" LEGEND 22 SQFT, Typ. 12'' WHITE 20 LF DETAIL 22 487 LF, Cont. DETAIL 39 493 LF, Cont. DETAIL 39 489 LF, Cont. N X47 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. CH O R R O S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 71 of 90 HI G U E R A PA R K E R SOUTH SE E MA T C H L I N E BE L O W DETAIL 32 104 LF DETAIL 39 255 LF DETAIL 9 151 LFDETAIL 39A 40 LF DETAIL 39 498 LF DETAIL 24 305 LFDETAIL 22 211 LF BIKE ARROW SYMBOL 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. TYPE IV ARROW 42 SQFT, Typ. TYPE VII ARROW 27 SQFT, Typ. DETAIL 38 236 LF DETAIL 38 236 LF DETAIL 39 184 LF DETAIL 39A 40 LF N BE E B E E SOUTH SE E MA T C H L I N E AB O V E SE E MA T C H L I N E SH E E T S 4 9 BIKE BUFFER PER DETAIL A SHEET D1 811 LF DETAIL 39 1581 LF DETAIL 39 1516 LF DETAIL 32 769 LF DETAIL 29 155 LF DETAIL 39A 52 LF DETAIL 24 147 LF 12" YELLOW 45° 5' O.C. 65 LF TYPE IV ARROW 42 SQFT, Typ. BIKE ARROW SYMBOL 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. DETAIL 24 196 LF 12" YELLOW 45° 5' O.C. 103 LF DETAIL 39A 76 LF DETAIL 29 168 LF N 11' 7.5' 6.5' X48 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. SO U T H S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 72 of 90 SOUTH SE E MA T C H L I N E BE L O W SE E MA T C H L I N E SH E E T S 4 8 SEE MATCHLINE SHEET S17 BIKE BUFFER PER DETAIL A SHEET D1 811 LF, Cont.DETAIL 39A 64 LF DETAIL 39 1581 LF, Cont. DETAIL 39 1516 LF, Cont.DETAIL 32 769 LF, Cont. TYPE IV ARROW 42 SQFT, Typ. BIKE ARROW SYMBOL 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. N SOUTH SE E MA T C H L I N E AB O V E SE E MA T C H L I N E SH E E T S 5 0 SEE MATCHLINE SHEET S17 DETAIL 24 271 LF BIKE BUFFER PER DETAIL A SHEET D1 562 LF DETAIL 24 441 LF DETAIL 24 440 LFDETAIL 39 1581 LF, Cont. DETAIL 39 1516 LF, Cont.DETAIL 32 100 LF DETAIL 38 70 LF TYPE IV ARROW 42 SQFT, Typ. BIKE ARROW SYMBOL 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. EX P O S I T I O N N 6.5' 6' X49 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. SO U T H S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 73 of 90 KI N G SOUTH SE E MA T C H L I N E BE L O W SE E MA T C H L I N E SH E E T S 4 9 DETAIL 24 423 LF DETAIL 39 1543 LF DETAIL 39 994 LF DETAIL 24 424 LFDETAIL 39 1064 LF DETAIL 39 1001 LF DETAIL 38 66 LF DETAIL 39A 52 LF DETAIL 24 441 LF, Cont. DETAIL 24 440 LF, Cont. DETAIL 39 1581 LF, Cont. DETAIL 38 78 LF DETAIL 39A 28 LF TYPE IV ARROW 42 SQFT BIKE ARROW SYMBOL 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. N SOUTH SE E MA T C H L I N E AB O V E SE E MA T C H L I N E SH E E T S 5 4 DETAIL 32 521 LF DETAIL 39 1543 LF, Cont. DETAIL 39 994 LF, Cont. DETAIL 39 1064 LF, Cont. DETAIL 39 1001 LF, Cont. TYPE IV ARROW 42 SQFT, Typ. N X50 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. SO U T H S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 74 of 90 SOUTH SE E MA T C H L I N E BE L O W SE E MA T C H L I N E SH E E T S 5 0 SEE MATCHLINE SHEET S18 DETAIL 24 800 LF DETAIL 24 434 LF 24'' WHITE 32 LF 24'' WHITE 25 LF "KEEP" LEGEND 24 SQFT "CLEAR" LEGEND 27 SQFT DETAIL 9 343 LF DETAIL 39 122 LF DETAIL 39A 40 LF DETAIL 38 80 LF DETAIL 38 51 LF DETAIL 39A 28 LF TYPE VI ARROW 42 SQFT DETAIL 39 1543 LF, Cont. DETAIL 39 994 LF, Cont. DETAIL 39 1064 LF, Cont. DETAIL 39 1001 LF, Cont. TYPE IV ARROW 42 SQFT, Typ. BIKE ARROW SYMBOL 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. ME A D O W N SE E MA T C H L I N E AB O V E SEE MATCHLINE SHEET S18 DETAIL 24 LF, Cont. DETAIL 38 174 LF DETAIL 9 343 LF, Cont. DETAIL 22 26 LF TYPE I 10" ARROW 14 SQFT, Typ. TYPE VI ARROW 42 SQFT, Typ. DETAIL 39 1543 LF, Cont. DETAIL 38 78 LF DETAIL 9 79 LF BIKE ARROW SYMBOL 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. SOUTH TYPE IV ARROW 42 SQFT, Typ. LA W T O N N X51 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. SO U T H S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 75 of 90 B R O A D ORCUTT Mc M I L L A N SE E MA T C H L I N E BE L O W GREENBACK SHARROW SYMBOL 36 SQFT, Typ. TYPE IV ARROW 42 SQFT, Typ. TYPE VII ARROW 27 SQFT, Typ. BIKE BUFFER PER DETAIL A SHEET D1 161 LFINSTALL 18" PEXCO CITY POST, EAC MODEL, W/ 3 YELLOW REFLECTIVE STRIPS BIKE ARROW SYMBOL 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. DETAIL 25 415 LFDETAIL 9 943 LF DETAIL 9 223 LF DETAIL 25 415 LF GREEN BIKE CASE 1 209 LF BIKE BUFFER PER DETAIL A SHEET D1 136 LF DETAIL 38 80 LF GREEN BIKE CASE 2 82 LF DETAIL 27B 65 LF BIKE BUFFER PER DETAIL A SHEET D1 65 LF GREEN BIKE CASE 2 118 LFWHITE HI-VIS CROSSWALK 15 LF DETAIL 38 50 LF 1 2 SCALE "HERE" LEGEND 13 SQFT 1 2 SCALE "WAIT" LEGEND 9.5 SQFT GREEN BIKE LANE COATING 303 SQFT 12'' WHITE 13.5 LF 12'' WHITE 15 LFWHITE HI-VIS CROSSWALK 90 LF DETAIL 29, 38 LF 12" YELLOW 45° 8' O.C. 22 LF DETAIL 39 30 LF DETAIL 40 85 LF DETAIL 40 106 LF N 6' 2' 10.5' 9.5' 1'1' 9' 10' 10.5'2' 6' 10.5' 10.5'2' 5' 11.5' 10' 11' 6.5' 13' 14' Mc M I L L A N ORCUTT SE E MA T C H L I N E SH E E T S 4 8 SE E MA T C H L I N E AB O V E TYPE IV ARROW 42 SQFT, Typ. DETAIL 27B 175 LF BIKE BUFFER PER DETAIL A SHEET D1 76 LF DETAIL 29 72 LF GREEN BIKE CASE 2 112 LF RED CURB 20 LF RED CURB 20 LF DETAIL 39A 52 LF DETAIL 22 167 LF DETAIL 32 61 LF DETAIL 25 220 LF DETAIL 9 511 LF BIKE BUFFER PER DETAIL A SHEET D1 219 LF DETAIL 38 120 LF GREEN BIKE CASE 2 148 LF "STOP" LEGEND 22 SQFT DETAIL 22 50 LF 12'' WHITE 19 LF GREEN BIKE CASE 3 82 LF DETAIL 25 219 LF DETAIL 9 943 LF, Cont. BIKE BUFFER PER DETAIL A SHEET D1 232 LF BIKE ARROW SYMBOL 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. N X52 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. OR C U T T S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 76 of 90 ORCUTT DU N C A N SE E MA T C H L I N E BE L O W SE E MA T C H L I N E SH E E T S 4 7 RR CROSSING SYMBOL PER CALTRANS STD A24B 100' FROM 24" STOP BAR PER MUTCD FIG. 8B-6(CA) 70 SQFT, Typ. 36" YELLOW FLEX POST DETAIL 38 150 LF TYPE VII ARROW 27 SQFT TYPE IV ARROW 42 SQFT TYPE I 10" ARROW 14 SQFT, Typ.DETAIL 9 259 LF BIKE BUFFER PER DETAIL A SHEET D1 DETAIL 9 367 LF BIKE BUFFER PER DETAIL A SHEET D1 240 LF DETAIL 39 145 LF DETAIL 29 269 LF GREEN BIKE CASE 2 107 LF DETAIL 38 120 LF DETAIL 38 30 LF 12'' YELLOW 45° 15' O.C. 151 LF INSTALL (36) 6' LONG RUBBER WHEEL STOPS PER CITY STD 2260, 1' SPACING BETWEEN STOPS BIKE BUFFER PER DETAIL A SHEET D1 51 LF GREEN BIKE CASE 1 40 LF DETAIL 38 53 LF DETAIL 22 50 LF 12'' WHITE 10 LF GREEN BIKE CASE 3 42 LF 12'' WHITE 31.5 LF WHITE HI-VIS CROSSWALK 78 LF BIKE BUFFER PER DETAIL A SHEET D1 219 LF, Cont. 12'' WHITE 45° 15' O.C. 37 LF DETAIL 38 124 LF DETAIL 38 115 LF DETAIL 38 50 LF 12'' WHITE 22 LF WHITE HI-VIS CROSSWALK 62 LF BIKE TURN BOX PER DETAIL K SHEET D1, 89 SQFT INSTALL (3) 36" WHITE FLEX POSTS GREEN BIKE CASE 2 100 LF DETAIL 27B 175 LF, Cont. DETAIL 22 167 LF, Cont. BIKE ARROW SYMBOL 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. N 7.5' 10' 11' 10' 3' 10' 10.5'2' 7' 13'10'10' 2' 5' ORCUTT RRST SEE MATCHLINE SHEET S49 SE E MA T C H L I N E AB O V E BICYCLE PUSH BUTTON TO ACTIVATE BIKE SIGNAL PHASE INSTALLED BY OTHERS RELOCATE (E) POST AND SIGNS TO STAY ALIGNED WITH RR CROSSING SYMBOL RELOCATED SIGN HERE RELOCATE R8-8 "DO NOT STOP ON TRACKS" SIGN TO EXISTING POST EAST OF INTERSECTION WHITE HI-VIS CROSSWALK 64 LF GREEN BIKE CASE 2 100 LF DETAIL 25 127 LF DETAIL 38 211 LF DETAIL 25 124 LF DETAIL 25 140 LF DETAIL 22, 7 LF DETAIL 22, 18 LF DETAIL 22, 19 LF DETAIL 22, 10 LF RELOCATE R8-8 "DO NOT STOP ON TRACKS" SIGN TO EXISTING POST EAST OF INTERSECTION 3' WIDE TACTILE WARNING STRIP WIDTH OF SIDEWALK PER CITY STD 4440 3' WIDE TACTILE WARNING STRIP WIDTH OF SIDEWALK PER CITY STD 4440 3' WIDE TACTILE WARNING STRIP WIDTH OF SIDEWALK PER CITY STD 4440 3' WIDE TACTILE WARNING STRIP WIDTH OF SIDEWALK PER CITY STD 4440 BIKE BUFFER PER DETAIL A SHEET D1 260 LF DETAIL 39 86 LF 24'' WHITE 34 LF TYPE IV ARROW 42 SQFT, Typ. WHITE HI-VIS CROSSWALK 48 LF TYPE I 10" ARROW 14 SQFT, Typ. DETAIL 39 46 LF DETAIL 22 41 LF DETAIL 38 36 LF DETAIL 39 30 LF DETAIL 38 150 LF BIKE BUFFER PER DETAIL A SHEET D1 77 LF DETAIL 29 90 LF 12" YELLOW 45° 15' O.C. 63 LF RR CROSSING SYMBOL PER CALTRANS STD A24B 100' FROM 24" STOP BAR PER MUTCD FIG. 8B-6(CA) 70 SQFT "CLEAR" LEGEND 27 SQFT "KEEP" LEGEND 24 SQFT 24'' WHITE 28 LF BIKE ARROW SYMBOL 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. N 12'12' 12'12' X53 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. OR C U T T S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 77 of 90 LAUREL SE E MA T C H L I N E BE L O W S E E M A T C H L I N E S H E E T S 4 8 BIKE BUFFER PER DETAIL A SHEET D1 1453 LF DETAIL 27B 1444 LF DETAIL 32 1350 LF BIKE BUFFER PER DETAIL A SHEET D1 561 LF INSTALL MODIFIED R9-5 "USE BIKE SIGNAL" SIGN PER DETAIL H SHEET D1 ON (E) LIGHT POST BIKE ARROW 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ.DETAIL 39A 28 LF BIKE BUFFER PER DETAIL A SHEET D1 19 LF DETAIL 29 138 LF DETAIL 37B 378 LF TYPE VII ARROW 27 SQFT, Typ.12'' WHITE 11.5 LF 12'' WHITE 11.5 LF DETAIL 37B 78 LF BIKE BUFFER PER DETAIL A SHEET D1 101 LF (5) WHITE 36" FLEX POSTS GREEN BIKE CASE 1 102 LF GREEN BIKE CASE 2 76 LF YIELD LINE 12 LF PER CALTRANS A24G STRIPED BULBOUT PER DETAIL C SHEET D1, 71 LF STRIPED BULBOUT PER DETAIL C SHEET D1 24 LF STRIPED BULBOUT PER DETAIL C SHEET D1 21 LF STRIPED BULBOUT PER DETAIL C SHEET D1 19 LF TYPE IV ARROW 42 SQFT, Typ. "KEEP" LEGEND 24 SQFT "CLEAR" LEGEND 27 SQFT 12'' WHITE 97 LF GREEN BIKE CASE 1, 44 LF WHITE HI-VIS CROSSWALK 28 LF WHITE HI-VIS CROSSWALK 52 LF O R C U T T N 5' 2'10' 10' 12' 10.5'3' 5' 7.5' LAUREL SE E MA T C H L I N E SH E E T S 5 0 SE E MA T C H L I N E AB O V E DETAIL 27B 622 LF BIKE BUFFER PER DETAIL A SHEET D1 640 LF BIKE BUFFER PER DETAIL A SHEET D1 1453 LF, Cont. DETAIL 27B 1444 LF, Cont.DETAIL 32 1350 LF, Cont. BIKE BUFFER PER DETAIL A SHEET D1 92 LF DETAIL 39A 40 LF BIKE BUFFER PER DETAIL A SHEET D1 561 LF, Cont. BIKE ARROW 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. TYPE IV ARROW 42 SQFT, Typ. DETAIL 39A 74 LF DETAIL 27B 101 LF DETAIL 27B 198 LF N X54 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. LA U R E L S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 78 of 90 LAUREL SEE MATCHLINE SHEET S13 SEE MATCHLINE SHEET S12 SE E MA T C H L I N E BE L O W SE E MA T C H L I N E SH E E T S 4 9 RED CURB 20 LFRED CURB 20 LF S O U T H W O O D DETAIL 27B 622 LF, Cont. BIKE BUFFER PER DETAIL A SHEET D1 640 LF, Cont. BIKE BUFFER PER DETAIL A SHEET D1 1453 LF, Cont. DETAIL 27B 1444 LF, Cont. BIKE ARROW 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. DETAIL 32 1350 LF, Cont. YELLOW HI-VIS CROSSWALK 56 LF DETAIL 38 50 LF YELLOW HI-VIS CROSSWALK 48 LF 12'' WHITE 30.5 LF 12'' WHITE 20.5 LFYELLOW HI-VIS CROSSWALK 43 LF YELLOW HI-VIS CROSSWALK 60 LF 12'' WHITE 30 LF "STOP" LEGEND 22 SQFT DETAIL 38 51 LF TYPE IV ARROW 42 SQFT "AHEAD" LEGEND 31 SQFT DETAIL 22 101 LF N LAUREL SEE SE E MA T C H L I N E SH E E T S 0 8 SE E MA T C H L I N E AB O V E A U G U S T A BIKE BUFFER PER DETAIL A SHEET D1 514 LF DETAIL 39A 28 LF DETAIL 22 109 LF DETAIL 39A 52 LFBIKE BUFFER PER DETAIL A SHEET D1 142 LFDETAIL 27B 178 LF DETAIL 39A 64 LF BIKE BUFFER PER DETAIL A SHEET D1 269 LF DETAIL 27B 274 LF DETAIL 32 388 LF DETAIL 27B 496 LF TYPE IV ARROW 42 SQFT "STOP" LEGEND 22 SQFT "AHEAD" LEGEND 31 SQFT DETAIL 22 ### LF N X55 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. LA U R E L S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 79 of 90 LAUREL RO S E SE E MA T C H L I N E BE L O W SE E MA T C H L I N E SH E E T S 0 8 DETAIL 32 220 LF BIKE BUFFER PER DETAIL A SHEET D1 277 LF BIKE BUFFER PER DETAIL A SHEET D1 527 LF DETAIL 27B 554 LF DETAIL 27B 302 LF DETAIL 39A 40 LF TYPE IV ARROW 42 SQFT, Typ. "STOP" LEGEND 22 SQFT "AHEAD" LEGEND 31 SQFT DETAIL 22 100 LF N 6 . 5 ' 5 ' 3 ' 1 1 ' 1 1 ' 1 1 ' 3 ' 5 ' 8 ' 7' 5' 3'11' 10.5' 11' 3' 8' 5' JO H N S O N LAUREL LAUREL RO S E BIKE LOOP SYMBOL 2 SQFT, Typ. DETAIL 22 50 LF WHITE HI-VIS CROSSWALK 34 LF TYPE IV ARROW 42 SQFT TYPE VII ARROW 27 SQFT "STOP" LEGEND 22 SQFT 12'' WHITE 20 LF BIKE ARROW 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. DETAIL 29, 78 LF 12" YELLOW, 45° 10' O.C. 73 LF DETAIL 32 120 LF DETAIL 39 81 LF DETAIL 37B 108 LF DETAIL 38 79 LF DETAIL 39A 76 LF WHITE HI-VIS CROSSWALK 66 LF BIKE BUFFER PER DETAIL A SHEET D1 527 LF, Cont. DETAIL 27B 554 LF, Cont. N X56 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. LA U R E L S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 80 of 90 BROADT A N K F A R M SE E MA T C H L I N E BE L O W DETAIL 32 191 LF GREEN BIKE CASE 2 172 LF TYPE VII ARROW 27 SQFT DETAIL 39A 112 LF DETAIL 29 124 LF DETAIL 9 535 LF DETAIL 22 298 LF DETAIL 38 52 LF BIKE BUFFER PER DETAIL A SHEET D1 148 LF WHITE CROSSWALK 98 LF DETAIL 38 286 LF DETAIL 38 287 LF DETAIL 9 535 LF DETAIL 39A 112 LF BIKE BUFFER PER DETAIL A SHEET D1 153 LF DETAIL 39A 112 LF BIKE BUFFER PER DETAIL A SHEET D1 63 LF BIKE BUFFER PER DETAIL A SHEET D1 124 LFTYPE IV ARROW 42 SQFT, Typ. TYPE I 10" ARROW 14 SQFT, Typ. BIKE ARROW 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. DETAIL 38 55 LF N 10.5' 10.5' 10.5' 10.5' 2.5' 6' 10.5' 10.5'2.5' 6' ALT. A. SLURRY: CONCRETE BRIDGE PROTECT IN PLACE BROAD EL C A P I T A N SE E MA T C H L I N E AB O V E SE E MA T C H L I N E SH E E T S 5 3 BIKE BUFFER PER DETAIL A SHEET D1 259 LF12'' WHITE 21 LF DETAIL 22 50 LF TYPE IV ARROW 42 SQFT, Typ. "SIGNAL" LEGEND 32 SQFT, Typ. "AHEAD" LEGEND 31 SQFT, Typ. DETAIL 32 363 LF DETAIL 9 631 LF BIKE BUFFER PER DETAIL A SHEET D1 464 LF DETAIL 9 343 LF DETAIL 39A 28 LF DETAIL 39A 184 LF DETAIL 39A 112 LF BIKE ARROW 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. N 8' 3.5'11' 11' 13'± 11' 11' 3.5' 8' X57 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. BR O A D S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 81 of 90 BROAD FU L L E R FI E R O SEE MATCHLINE SHEET S29 SE E MA T C H L I N E SH E E T S 5 2 SE E MA T C H L I N E BE L O W DETAIL 39A 256 LF DETAIL 39A 76 LF BIKE ARROW 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. TYPE IV ARROW 42 SQFT, Typ. "STOP" LEGEND 22 SQFT 12'' WHITE 24.5 LF BIKE BUFFER PER DETAIL A SHEET D1 409 LF DETAIL 9 535 LF DETAIL 32 163 LF DETAIL 32 249 LF DETAIL 9 631 LF, Cont. BIKE BUFFER PER DETAIL A SHEET D1 273 LF DETAIL 9 439 LF DETAIL 39A 208 LF N 11.5' 11' 11' 13'± 11' 11' 11.5' 8' 3.5'11' 11' 8' 3.5' 11' 11' 13'± AE R O V I S T A BROAD SE E MA T C H L I N E SH E E T S 5 4 SE E MA T C H L I N E AB O V E DETAIL 29, 83 LF 12" YELLOW 45° 10' O.C., 104 LF DETAIL 29, 247 LF 12" YELLOW 45° 10' O.C., 140 LF (27) 36" PEXCO CITY POST (EAC MODEL, YELLOW W/ YELLOW WRAPS) DETAIL 32 302 LF GREEN BIKE CASE 2 124 LF GREEN BIKE CASE 3 132 LF BIKE ARROW 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. TYPE IV ARROW 42 SQFT, Typ. "STOP" LEGEND 22 SQFT, Typ. 12'' WHITE 30 LF DETAIL 9 535 LF BIKE BUFFER PER DETAIL A SHEET D1 409 LF BIKE BUFFER PER DETAIL A SHEET D1 278 LF DETAIL 9 1303 LF DETAIL 39A 304 LF N 11.5' 11' 11' 13'± 11' 11'3.5' 8' X58 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. BR O A D S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 82 of 90 BROAD SE E MA T C H L I N E SH E E T S 5 3 SE E MA T C H L I N E BE L O W TYPE IV ARROW 42 SQFT, Typ. BIKE BUFFER PER DETAIL A SHEET D1 664 LF DETAIL 9 775 LF DETAIL 32 409 LF DETAIL 22 238 LF DETAIL 38 188 LF DETAIL 9 1303 LF, Cont. BIKE BUFFER PER DETAIL A SHEET D1 273 LF DETAIL 39A 148 LF BIKE ARROW 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. N 8' 3.5' 11' 11' 13'± 11' 11' 3.5' 8' BROAD SE E MA T C H L I N E AB O V E SEE MATCHLINE SHEET S34 SE E MA T C H L I N E SH E E T S 5 5 GREEN BIKE CASE 3 97 LF GREEN BIKE CASE 2 184 LF DETAIL 39A 112 LF 12'' WHITE 90 LF TYPE III ARROW 42 SQFT, Typ.DETAIL 38 54 LF DETAIL 38 201 LF BIKE BUFFER PER DETAIL A SHEET D1 664 LF, Cont. DETAIL 9 775 LF, Cont. DETAIL 32 409 LF, Cont. DETAIL 9 1303 LF, Cont. BIKE BUFFER PER DETAIL A SHEET D1 179 LFDETAIL 39A 136 LF BIKE BUFFER PER DETAIL A SHEET D1 273 LF, Cont. BIKE ARROW 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. N AE R O 8' 3.5'11' 11.5' 3.5'11' 11' 13'± 11' 14 ' X59 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. BR O A D S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 83 of 90 BROAD SE E MA T C H L I N E BE L O W SE E MA T C H L I N E SH E E T S 5 4 PROTECT IN PLACE (E) FLEX POSTS DETAIL 27B 53 LF DETAIL 29 268 LF DETAIL 32 189 LF BIKE BUFFER PER DETAIL A SHEET D1 561 LF BIKE BUFFER PER DETAIL A SHEET D1 811 LFDETAIL 9 391 LFDETAIL 38 148 LF DETAIL 38 51 LF 12'' WHITE 46 LF TYPE IV ARROW 42 SQFT, Typ. TYPE VI ARROW 42 SQFT, Typ. TYPE III ARROW 42 SQFT, Typ. BIKE ARROW 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. N 8' 3.5'11 11' 13' 16'3.5' 14'± CI T Y L I M I T S BROAD FA R M H O U S E SE E MA T C H L I N E AB O V E DETAIL 39A 76 LF TYPE III ARROW 42 SQFT, Typ. BIKE ARROW 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. DETAIL 27B 33 LF DETAIL 27B 33 LF DETAIL 22 34 LF DETAIL 38 32 LF DETAIL 38 129 LF DETAIL 27B 174 LF BIKE BUFFER PER DETAIL A SHEET D1 73 LF DETAIL 22 173 LF DETAIL 39A 112 LF DETAIL 29 536 LF, Cont. BIKE BUFFER PER DETAIL A SHEET D1 811 LF, Cont. N X60 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. BR O A D S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 84 of 90 RANCH HOUSE S E E M A T C H L I N E B E L O W DETAIL 2 2 97 LF DETAIL 3 9 77 LF CONSTRUCT SPEED TABLE PER CITY STD. 7325 BIKE BUFFER PER DETAIL A SHEET D1 57 LF BIKE BUFFER PER DETAIL A SHEET D1 61 LF "HUMP" LEGEND 25.3 SQFT, Typ.DETAIL 39 388 LF DETAIL 22 247 LF DETAIL 39 281 LF 6'' YELLOW 45° 3' O.C. 78 LF 6'' YELLOW 67 LF 6'' YELLOW 65 LF MODIFIED TYPE FH ARROW PER DETAIL Z 39 SQFT BIKE ARROW SYMBOL 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ.DETAIL 38 57 LF DETAIL 22 55 LF DETAIL 39 55 LF 6'' YELLOW 101 LF 6'' YELLOW 103 LF WHITE HI-VIS CROSSWALK 14 LF WHITE HI-VIS CROSSWALK 10 LF N RANCH HOUS E NO V E N O SE E MA T C H L I N E RI G H T SE E MA T C H L I N E AB O V E DETAIL 39A 40 LF DETAIL 22 197 LF "STOP" LEGEND 22 SQFT 12'' WHITE 9 LF DETAIL 39 309 LF N CA B R I L L O RANCH HOUSE SE E MA T C H L I N E SH E E T S 6 2 S E E M A T C H L I N E L E F T DETAIL 22 408 LF DETAIL 39A 88 LF GREENBACK SHARROW SYMBOL PER DETAIL J SHEET D1 36 SQFT "HUMP" LEGEND 25.3 SQFT, Typ. "STOP" LEGEND 22 SQFT 12'' WHITE 8.5 LF DETAIL 39 53 LF DETAIL 22 37 LF DETAIL 39 20 LF CONSTRUCT SPEED TABLE PER CITY STD. 7325 BIKE BUFFER PER DETAIL A SHEET D1 58 LF BIKE BUFFER PER DETAIL A SHEET D1 60 LF DETAIL 39 309 LF, Cont. DETAIL 22 198 LF, Cont. DETAIL 39 111 LF N X61 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. RI G H E T T I A R E A S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 85 of 90 CA B R I L L O ROCK GARDEN SP O N Z A ROCK GARDEN "HUMP" LEGEND 25.3 SQFT, Typ. INSTALL SPEED HUMP PER CITY STD. 7320 GREENBACK SHARROW SYMBOL 36 SQFT "STOP" LEGEND 22 SQFT 12'' WHITE 10.5 LF N SP O N Z A RANCH HOUSE SE E MA T C H L I N E SH E E T S 6 3 SE E MA T C H L I N E SH E E T S 6 1 BIKE ARROW SYMBOL 3.5 SQFT BIKE RIDER SYMBOL 7 SQFT DETAIL 22 300 LF DETAIL 39 257 LF DETAIL 39A 52 LF "STOP" LEGEND 22 SQFT 12'' WHITE 10 LF GREENBACK SHARROW SYMBOL PER DETAIL J SHEET D1 36 SQFT, Typ. DETAIL 39 315 LF DETAIL 22 408 LF, Cont. N X62 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. RI G H E T T I A R E A S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 86 of 90 RANCH HOUSE SE E MA T C H L I N E SH E E T S 6 2 ROUNDABOUT DASH PER DETAIL Y SHEET D1 33 LF 8'' WHITE 24 LF YIELD LINE 18 LF PER CALTRANS A24G WHITE HI-VIS CROSSWALK 11 LF WHITE HI-VIS CROSSWALK 14 LF 4'' YELLOW 122 LF 4'' YELLOW 123 LF MODIFIED TYPE FH ARROW PER DETAIL Z SHEET D1 39 SQFT DETAIL 22 300 LF, Cont. DETAIL 39 257 LF, Cont. BIKE ARROW SYMBOL 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. N X63 2000617 MAY 2026 BN WBH KH NGN RO A D W A Y S E A L I N G 2 0 2 6 REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. RI G H E T T I A R E A S02040 1" = 20' AN T H O N Y M. R A M O S No. C 92258 S T ATE OF CA L I F O R NIA R EGISTERE D P R O FESSIONA L E N G I NEER C I V I L Page 87 of 90 Page 88 of 90 Complete Streets Project Status Update Project Description Current Status Construction Start Date Construction Completion Date Higuera Complete Street Active transportation and safety improvements along Higuera Street (Marsh to LOVR), Madonna Rd (Madonna Inn to Higuera), and Meadow Park Greenway (Bridge/Exposition/Corrida/ Woodbridge). Specific improvements include protected bike lanes, a road diet on portion of Higuera, pedestrian crossing and traffic calming improvements, and new signal at Higuera/Elks. • 100% plans complete. • ATP grant funding allocation approval scheduled 1/29/25 • City Council approval to advertise for construction scheduled 2/17/26 Summer 2026 Construction Start Spring 2027 Construction Completion Foothill Complete Street Active transportation and safety improvements along Foothill Blvd between western city limit and California Blvd. Specific improvements not yet confirmed, as project is in planning phase. • Corridor plan currently in development. Preliminary concepts developed but require further public input and analysis for emergency response and evacuation concerns. • Public outreach and plan development scheduled for the first half of 2026, with goal to present final corridor plan for ATC and City Council consideration by end of 2026. • Federal SS4A Grant for $650,000 awarded in December. Earliest construction start is Summer 2028. Earliest construction completion is estimated to be in 2029. Grand Avenue Complete Street Page 89 of 90 Safety and active transportation improvements on Grand Avenue between Monterey Street and Slack Street, including a 5-lane to 3-lane road diet, separated bike lanes on portions of Grand, turn restrictions at Grand/Slack, and bike/pedestrian crossing enhancements. • Pilot improvements were installed via quick-build installation in late 2024. • Minor striping refinements to pilot project scheduled to be installed late 2025. • Performance monitoring of pilot project through first half of 2026. • Public input to guide permanent design recommendations late 2026. • Permanent improvements to be installed with planned road maintenance project in summer/fall 2027. Permanent improvements construction start summer/fall 2027. Permanent improvements construction completion estimated early 2028. South Broad Complete Street Active transportation and safety improvements along South Broad Street corridor between High Street and southern city limits (Farmhouse Ln). Specific improvements not yet confirmed, as project is in planning phase. Federal Safe Streets for All (SS4A) funding secured to fund portion of planning phase and installation of accelerated quick-build improvements. • Staff currently have RFP for consultant planning/design support ready to bring to City Council for approval to advertise; delayed due to challenges with federal grant contract agreement. • Planning phase and public outreach expected to commence in 2026 and continue into early 2027. • Quick-build demonstration project and design for permanent improvements estimated in 2027. • Construction of permanent improvements could begin mid-2029. Earliest construction start is Summer 2029. Earliest construction completion is 2030. Tank Farm Road Improvements (Broad to Orcutt) Safety improvements to be constructed as part of 2025 Roadway Paving Project. Improvements include a 5- lane to 3-lane road diet between Poinsettia and the UPRR railroad tracks, addition of buffered bike lanes, and pedestrian crossing improvements at several intersections. • Project currently in construction. Construction in progress. Construction completion estimated February 2026. Page 90 of 90