HomeMy WebLinkAbout02-29-2024 ATC Agenda Packet - Special MeetingCity of San Luis Obispo, Agenda, Planning Commission
Agenda
ACTIVE TRANSPORTATION COMMITTEE
February 29, 2024
6:00 p.m. SPECIAL MEETING Council Hearing Room
City Hall
990 Palm Street
San Luis Obispo CA
The City has returned to in-person meetings. Virtual participation is not supported at this
time.
PUBLIC COMMENT:
Public Comment during the meeting:
If you would like to provide public comment during the meeting, you must attend in person.
Public Comment prior to the meeting can be submitted in the following ways:
•Mail or Email Public Comment
Received by 3pm on the day of meeting - Can be submitted via email to
advisorybodies@slocity.org or U.S. Mail to City Clerk at: 990 Palm St., San Luis
Obispo, CA 93401.
Emails sent after 3pm on the day of meeting – Can be submitted via email to
advisorybodies@slocity.org and will be archived/distributed to members of the
committee the day after the meeting. Emails will not be read aloud at the meeting.
•Verbal Public Comment
Received by 3pm on the day of the meeting - Call (805) 781-7164; state and spell
your name, the agenda item number you are calling about and leave your comment.
The verbal comments must be limited to 3 minutes. All voicemails will be forwarded
to committee members and saved as Agenda Correspondence. Voicemails will not be
played during the meeting.
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All comments submitted will be placed into the administrative record of the meeting.
If you have questions, contact the office of the City Clerk at cityclerk@slocity.org or (805) 781-
7100.
MISSION: The purpose of the Active Transportation Committee (ATC) is to provide oversight
and policy direction on matters related to bicycle and pedestrian transportation in San Luis
Obispo and its relationship to bicycling and walking outside the City.
Active Transportation Committee Agenda February 29, 2024 Page 2
CALL TO ORDER: Chair Russell Mills
ROLL CALL: Committee Members Lea Brooks (vice chair), Jill Caggiano, Francine
Levin, Russell Mills (chair), Kimmie Nguyen, Garrett Otto and Jonathan
Roberts
PUBLIC COMMENT: 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.
ACTION ITEMS
1. 2024 ROADWAY PAVING PROJECT
(Caldera – 80 MINUTES)
Recommendation:
1. Review the 90% draft plans for the 2024 Roadway Sealing Plan and provide input to
staff regarding the active transportation elements
ADJOURNMENT
The next Regular Meeting of the Active Transportation Committee is scheduled for
Thursday, March 21, 2024 at 6:00 p.m.
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) 781-7100 at least 48 hours before the meeting, if possible. Telecommunications
Device for the Deaf (805) 781-7107.
Agenda related writings and documents are available online or for public inspection at the Public
Works Department, 919 Palm Street, SLO. Meeting audio recordings can be found at the
following web address:
https://opengov.slocity.org/WebLink/Browse.aspx?id=60965&dbid=0&repo=CityClerk
City of San Luis Obispo, Agenda, Planning Commission
Active Transportation Committee
AGENDA REPORT ITEM 1
DATE: February 29, 2024
FROM: Adam Fukushima, Active Transportation Manager
PREPARED BY: Luke Schwartz, Transportation Manager
Ryan Caldera, Transportation Planner / Engineer
Nathan Garcia Nava, Capital Improvement Project Engineer
SUBJECT: 2024 Roadway Paving Project
Recommendations:
Review the 90% draft plans for the 2024 Roadway Sealing Plan and provide input to staff
regarding the active transportation elements.
Background
At the meeting on November 16, 2023, the Active Transportation Committee (ATC) reviewed the
project scope and proposed design elements for the 2024 Roadway Sealing Plan See staff report
in Attachment 1. ATC recommendations included the following main themes:
1. Grand Avenue
a. Explore mountable elements within wide buffer areas and other ways to physically
and visually narrow road and discourage illegal parking/passing
b. Explore other opportunities to slow traffic speeds, improve sight lines at driveways
and intersections, especially at the US 101 ramps
c. Explore opportunities to improve pedestrian crossings such as Rectangular Rapid
Flashing Beacons (RRFBs).
2. Toro Street
a. Explore traffic calming opportunities especially between Walnut and Mill
b. Look closely at opportunities to improve sight lines at Pismo
3. Mill Street
a. Consider some form of safety improvements at Mill/Toro, such as all-way stop-
control at and/or traffic circle, even if installed with temporary materials due to
deferral of slurry seal on this segment due to conflicting utility project.
b. Look for opportunities for permanent traffic calming along the segments of Mill
Street that are included in the paving project limits, such as speed humps or traffic
circles.
4. Highland Drive
a. Recommend Class II bike lane in eastbound direction on uphill segment
approaching Santa Rosa Street. Shared lanes with green-backed sharrows will be
retained elsewhere on Highland.
Active Transportation Committee Agenda Item 1, February 29, 2024 Page 2
b. Explore lane assignment signs on eastbound approach to Santa Rosa intersection.
c.Explore traffic calming elements along entire stretch of Highland.
5. Johnson Ave
a.Consider more improvements at Johnson/Southwood to improve crossing for
bicycling and walking, including strategies to narrow roadway, potential for all-
way stop control, flex posts/channelizers to visually tighten lanes approaching
intersection, and other measures to warn drivers to reduce speeds and be aware of
potential conflicts.
b.Explore opportunities to channelize turn pockets, narrow lanes and other
opportunities to reduce illegal speeding, similar to what was installed at
Johnson/Sydney as part of recent pilot road diet installation.
On January 11, 2024, a public workshop was held at the SLO Library to inform the community
about the project and receive public input to guide further development of the project. Staff has
also shared project information via a project website, received additional community feedback
via email, and discussed project details with the SLO Fire Department, Cal Poly representatives,
and Caltrans staff (the Grand Avenue improvements affect the Caltrans-operated intersections
with the US 101 NB and SB ramps).
The purpose of this item is for the committee to review and provide comment on the 90% level
plan set, and for staff to provide an update on previous action items as well as review active
transportation elements in the project that were modified/amended since the September meeting.
Discussion
As part of the City’s Pavement Management Program, specific streets are scheduled for
maintenance work each summer, typically alternating each year between local neighborhood
streets and arterial/collector streets. These projects provide excellent opportunities to incorporate
planned safety and complete street improvements as part of these larger maintenance activities,
which allows for more efficient and cost-effective implementation of priority active transportation
and safety improvements. During summer 2024, the following locations are planned for resealing:
1. Grand Avenue (Monterey to Slack)
2. Johnson Avenue (Laurel to Orcutt)
3.Pavement Area 1 (East City Neighborhoods)
4. Pavement Area 8 (University Neighborhoods)
5.Pavement Area 7 (Northwest of Downtown)1:
•Broad Street (Mission to US 101)
•Chorro Street (Foothill to Mission)
•Murray Street (Broad to Santa Rosa)
6.Railroad Safety Trail (Taft to Foothill)
See Attachment 2: Project Area Map for reference.
Detailed 90% level plans are provided for reference as Attachment 3.
1 These streets were originally planned for resealing in 2022 but were deferred due to conflicts with a planned sewer
line replacement project and North Chorro Neighborhood Greenway construction.
Active Transportation Committee Agenda Item 1, February 29, 2024 Page 3
Project Goals and Objectives
the overarching project goal is to implement pavement maintenance treatments at selected public
streets, while leveraging opportunities to advance high-priority active transportation, accessibility
and safety features. Specific design objectives include incorporation of the highest-priority (Tier
1) Active Transportation Plan (ATP) projects, planned transportation safety projects and
neighborhood traffic management measures, where possible.
Proposed Active Transportation Design Elements
The following sections summarize the final design strategies and/or changes to complete street and
safety improvements proposed as part of the 2024 Roadway Sealing project since the November
2024 ATC meeting, as guided by the ATP, Traffic Safety/Vision Zero Report, and Neighborhood
Traffic Management requests. Attachment 3 includes the full 90%-level design plane set covering
the full limits of the 2024 Paving Project, while Attachments 4-9 provided excerpts from the larger
plan set for each location with notable active transportation features proposed.
All Streets in 2024 Roadway Sealing Project
As noted in the November ATC staff report, throughout the roadway sealing project limits, staff
is recommending (a) addition of high-visibility “ladder style” crosswalks at all existing and
proposed new marked pedestrian crosswalks, and (b) crosswalk daylighting 2 at as many
intersections as practicable, particularly at intersections near schools, along arterial and collector
streets, and areas with high pedestrian activity.
Grand Avenue Complete Street (Monterey Street to Slack Street)
Summary of Design Details
See Attachment 4 for detailed plans for Grand Avenue. In addition, a detailed traffic operations
study for Grand Avenue is posted on the 2024 Paving project website.
No significant changes as proposed to the overarching concepts that ATC previously reviewed,
which included a 5-lane to 3-lane road diet, buffered and protected bike lanes between Monterey
Street and Slack Street (ATP Tier 2 Project), and enhanced pedestrian/bicycle crossings along the
corridor, where feasible. The following summarizes note-worthy updates regarding the Grand
Avenue designs:
1.Lane Widths: Lane widths along Grand are generally kept as narrow as possible, around
10’ in width, with the intent to maximize the visual narrowing of the roadway to reduce
illegal speeding. The exception would be where Grand Avenue crosses US 101, where
Caltrans design standards apply and wider lane widths are required. Along the short stretch
between the US 101 NB and SB ramps, lane widths were retained at 11’, as currently exist.
This also retains alignment with the existing traffic signal loop detectors at the US 101 NB
off-ramp intersection, which avoids potential costs and delays with replacing these loops.
2.Physical Narrowing of Roadway: The ATC has previously expressed interest in installing
vertical elements within the wide striped buffer areas of the roadway to discourage illegal
2 Crosswalk daylighting involves removing parking, vegetation or other sight distance obstructions at pedestrian
crossings (marked and unmarked). Per California Assembly Bill 413, it will be illegal to park within 20 feet of all
crosswalks statewide (15 feet where curb extensions are present), even when no signs or curb markings are present
starting January 1, 2025.
Active Transportation Committee Agenda Item 1, February 29, 2024 Page 4
parking and passing by drivers. However, the SLO Fire Department was not supportive of
installing any vertical elements (mountable or otherwise) within these buffer areas, as they
desire to retain a minimum 20-foot clear area in each direction of Grand Avenue required
per the California Fire Code. Thus, current designs place all vertical features outside of this
20-foot clear space on each side of the street.
3.Hardened Corners: At the November 2023 ATC meeting, ATC members requested that
staff explore installing hardened corners at side-street intersections along Grand Avenue to
physically control speed and approach angles for right-turning vehicles. Wherever feasible,
raised concrete islands are included at intersection corners, where they can be placed
without impacting (a) the 20-foot clearance required for SLO Fire, (b) turning paths for
applicable design vehicles, or (c) existing driveway/transit stops/fire hydrant conflicts. As
shown on the plans, at intersections such as Grand/US 101 SB Ramp, where larger trucks
access the state highway system, and Grand/Slack, where school buses make regular right-
turn movements, mountable features, such as flex posts and zicla zebra “armadillos” are
used to control turning speeds for passenger vehicles, while still accommodating larger
design vehicles. It should also be noted that ATC members expressed interest in potential
measures for centerline hardening, which typically involves installation of mountable posts
or bumps along centerlines of side streets at intersections to slow left-turning vehicles. This
was considered along Grand Avenue, but ultimately not included in the current designs due
to concerns of creating tripping hazards for cyclists and pedestrians. Staff is available to
discuss further or consider as a potential later-phase installation following installation of
the initial Grand Avenue improvements, if conditions warrant.
4.Left-Turn Restrictions: Draft design concepts presented at the January Public Workshop
and posted to the project website originally proposed elements restricting left-turn
movement from both westbound Loomis Street and Hope Street, due to ongoing collision
trends at Loomis and the offset intersection alignment between Hope Street and Frederiks
Street. Public input expressed concerns for restricting turning movements at both of these
adjacent intersections, which would require circuitous detours for some residents. Thus,
the current plans retain the left-turn restrictions at Loomis Street only, where collision
trends are clear. Left turns from westbound Hope Street are retained, but with improved
channelization to prevent overlapping left-turn conflicts from westbound Hope and
eastbound Frederiks. If actual collision trends indicate concerns at this intersection in the
future, staff can revisit plans for left-turn restrictions at Hope, if warranted.
5.Enhanced Pedestrian Crossings: Originally, staff proposed the addition of
pedestrian/bicycle crossing enhancements at the intersections of Grand with McCollum
Street and Mill Street. While the current plans include these crossing enhancements at
McCollum Street, with hi-vis crosswalks and flashing beacons, further investigation
concluded that similar treatments were not feasible at the Grand/Mill intersection as part
of this project due to inability to provide adequate curb ramps due to conflicts with
driveway, utilities, and drainage infrastructure. Measures are provided at this intersection
to slow vehicle speeds and increase visibility for ped/bike crossings, but no dedicated
crosswalks are proposed.
Active Transportation Committee Agenda Item 1, February 29, 2024 Page 5
6.Grand/Slack Intersection: Staff received many comments from community members
regarding pedestrian safety concerns at the Grand/Slack intersection, which is particularly
significant considering the level of pedestrian activity traveling to/from Cal Poly, the
adjacent elementary school pre-school facilities. As shown in the latest designs, staff is
proposing to add hi-vis crosswalks, raised concrete median refuges, and measures to reduce
intersection crossing width, including reducing the northbound and southbound
intersection approaches from 3 to 2 lanes. Based on the traffic operations analysis prepared
for the project, this new configuration will maintain traffic flow/congestion well within the
City’s adopted thresholds; however, this will likely result in a noticeable change for drivers
entering the Cal Poly campus during peak periods. Specifically, the peak queue of vehicles
entering the campus northbound will extend south of Slack by an additional 130 feet
(approx. 6 car lengths) during the busiest part of the morning peak, and drivers can expect
and additional 10-12 seconds of delay, but similar queues to existing condition, when
existing the campus southbound during the afternoon peak.
7.Grand/Monterey Traffic Signal Modifications: While not included as part of the paving
project plans, staff is advancing plans for traffic signal modifications at the
Grand/Monterey intersection under a separate construction contract. These plans will
include providing protected left-turn only phasing from eastbound Monterey to northbound
Grand to address ongoing collision concerns, adding a bicycle push button at the Andrews
Street leg of the intersection, and converting the northbound/southbound approaches to
“split phasing”, where the southbound Grand approach and northbound Andrews approach
would have separate signal phases, not concurrent green phases, which exists currently and
results in concerns with left-turn conflicts with vehicles and cyclists.
Figure 1 below shows the existing and proposed cross sections of Grand Avenue south of the US
101 ramps.
Active Transportation Committee Agenda Item 1, February 29, 2024 Page 6
Figure 1: Grand Avenue (south of US 101) – Existing & Proposed Cross Sections
7’ 5’ 11’ 11’ 11’ 11’ 5’ 7’
8’ 3’ 8’ 3’ 11’ 1.5’ 1.5’ 11’ 3’ 8’ 3’ 8’
Active Transportation Committee Agenda Item 1, February 29, 2024 Page 7
Figure 2 below shows the existing and proposed cross sections of Grand Avenue north of the US
101 ramps.
Figure 2.1: Grand Avenue (north of US 101) – Existing & Proposed Cross Sections
7’ 11’ 11’ 11’ 11’ 6’ 8’
7’ 2’ 9’ 11’ 11’ 6’ 8’ 2’ 8’
Active Transportation Committee Agenda Item 1, February 29, 2024 Page 8
Figure 3.2: Grand Avenue (north of US 101) – Proposed Cross Section Rendering
Figure 3 on the next page shows the limits of the protected bicycle lanes and buffered bicycle
lanes, and locations of intersection improvements (enhanced crossings and traffic diversion at
Grand/Loomis) on Grand Avenue.
Active Transportation Committee Agenda Item 1, February 29, 2024 Page 9
Figure 4: Grand Avenue – Proposed Transportation Elements
Figure 4 shows some examples of typical materials used to “harden” corners and reduce turning
conflicts between vehicles and bicycles/pedestrians at intersections.
Active Transportation Committee Agenda Item 1, February 29, 2024 Page 10
Raised Concrete Islands Where Width Allows / Mountable Materials Where Needed for Large Vehicles
Figure 5: Typical Corner Hardening Materials
Johnson Avenue (Bishop to Orcutt)
Summary of Design Details
See Attachment 5 for detailed plans for Johnson Avenue.
No significant changes are proposed to the preliminary concepts the ATC previously reviewed,
which included permanently installing the Johnson Avenue Road Diet, installing a concrete
median refuge at the Sydney Street intersection, and pursuing enhancements to improve bicycle
and pedestrian visibility and crossing comfort along the remainder of the corridor, specifically at
the Johnson/Southwood intersection.
Figure 5 below shows a closer look at the proposed traffic calming measures at the Southwood
Drive intersection. These measures include striped bulbout corners and left-turn channelization
with flex posts, green dashed bicycle lanes through the intersection, and extended parking
restrictions along Johnson to improve sight distance for all users. Staff closely evaluated potential
for additional crossing enhancements that could be considered within the scope of a paving and
striping project, such as addition of marked crosswalks and/or flashing beacon systems, or
installation of an all-way stop. However, an all-way stop was not warranted based on applicable
engineering standards, and due to the traffic speeds and visibility constraints for drivers
approaching the intersection in the southbound direction, staff is not recommending installation of
a designated crosswalk at this time. This can be revisited as a stand-alone project if the ATC wishes
to prioritize this location, but staff believes additional consideration for measures such as mounting
pedestrian beacon systems on mast arm poles or major geometric changes, such permanent
bulbouts and/or constructing a roundabout, are warranted before encouraging pedestrians to use
this crossing in more frequency. Current pedestrian and bicycle crossing volumes at
Johnson/Southwood are relatively low, which may be a reflection of the difficult crossing
conditions.
Active Transportation Committee Agenda Item 1, February 29, 2024 Page 11
Figure 6: Johnson Avenue & Southwood Drive Traffic Calming
6 below shows a typical cross section of Johnson Avenue between Bishop and Laurel both
before the road-diet and with the road diet.
7’ 5’ 10’ 10’ 10’ 10’ 5’ 7’’’
Active Transportation Committee Agenda Item 1, February 29, 2024 Page 12
Figure 6: Johnson Avenue – Pre-“Road Diet” & Proposed Cross Sections
Pavement Area 1 (East City Neighborhoods)
Summary of Design Details
Public input during and after the January 2024 Community Meeting revealed desire for traffic
calming in the neighborhood north of San Luis Obispo High School, generally including San Luis
Drive, Andrews Street, Cazadero Street and Corralitos Avenue. Additionally, a formal
Neighborhood Traffic Management (NTM) request was submitted for this area after the January
2024 Community Meeting.
Because a formal NTM request was submitted just recently, there was insufficient time and
resources for staff to complete the detailed traffic data collection and neighborhood outreach
required to advance more substantive traffic calming elements (speed humps, neighborhood traffic
circles, etc.) at this time. However, City staff is proposing several traffic improvements that can
be easily accommodated within the paving project:
1.Side-street stop control: Many intersections in the San Luis Drive neighborhood are all-
way yield controlled due to historically low traffic volumes. Neighborhood residents
requested adding stop control to minor street approaches at all intersections to clarify right-
of-way for drivers. City staff identified twelve intersections where side-street stop control
is appropriate.
2.San Luis Drive & Cazadero Street traffic calming: Vehicle traffic in the San Luis Drive
neighborhood is high during drop-off and pick-up times for SLO High School.
Neighborhood residents requested installing a traffic circle at the intersection of San Luis
Drive & Cazadero Street to reduce turning speeds and discourage illegal U-turns associated
with SLO High School activity. City staff will explore installing a traffic circle as part of a
future NTM effort. In the interim, striped bulbouts are proposed at the intersection to
encourage slow speeds and discourage illegal U-turns.
8’ 6.5’ 2’ 10’ 10’ 10’ 2’ 6.5’ 8’
Active Transportation Committee Agenda Item 1, February 29, 2024 Page 13
No significant changes are proposed for other locations in Pavement Area 1 compared to the
preliminary concepts the ATC previously reviewed, but the committee should be aware of the
following details:
1.Mill/Toro Intersection: Even thought this segment of Mill Street west of Pepper has been
deferred from the pavement project due to a conflicting sewer line replacement, staff is
recommending safety improvements as part of this project for the Mill/Toro intersection.
Staff considered all-way stop control, but this was not warranted based on current traffic
conditions or collision history. Instead, staff is proposing installation of a neighborhood
traffic circle constructed with temporary materials (striping, flex posts, etc.), which can be
reconstructed with permanent materials at a later date following the sewer line project.
Figure 7: Example of Quick-Build Traffic Circle Proposed for Toro/Mill Intersection
2.Mill Street Greenway: For segments of Mill Street that remain in the paving project limits
(east of Pepper Street), the current plans include addition of neighborhood greenway
markings and branding, as well as traffic calming in the form of speed cushions 3 (see photo
below). SLO Fire has requested that staff explore use of speed cushions in lieu of humps
on routes prioritized for fire access or transit services, which includes Mill Street, Highland
Drive, Patricia Street, and Broad Street within this paving project.
Figure 8: Speed Cushions Allow Large Emergency Vehicles to Pass While Slowing Passenger
Vehicles
3 Speed cushions provide vertical deflection for personal automobiles, like speed humps, but have cutouts with no
vertical deflection for emergency vehicles with wide wheelbases to continue without slowing significantly.
Active Transportation Committee Agenda Item 1, February 29, 2024 Page 14
See Attachment 7 for detailed plans for Mill Street.
3. Toro Street Greenway: The plans include installation of neighborhood greenway
elements on Toro Street, including branding and signage, speed humps to slow traffic south
of Walnut Street, and crossing enhancements at the intersections of Toro with Monterey,
Higuera, and Marsh Streets.
See Attachment 9 for detailed plans for Toro Street.
Pavement Area 8 (University Neighborhoods)
No significant changes to the preliminary concepts the ATC previously reviewed, which included
an eastbound bike lane on Highland Drive just west of Santa Rosa Street-State Route 1 (ATP Tier
2 Project). See Attachment 6 for detailed plans for Highland Drive
Additionally, speed and traffic volume data was collected for the neighborhood streets with
Neighborhood Traffic Management (NTM) requests. The following locations qualify for traffic
calming measures:
1. Highland Drive: Between Patricia Drive and Santa Rosa Street, speed cushions are
proposed to reduce vehicle speeds.
2. Patricia Drive: Between Twin Ridge Drive and Highland Drive, speed cushions are
proposed to reduce vehicle speeds.
3. Jeffrey Drive: Between Highland Drive and Westmont Avenue, speed humps are
proposed to reduce vehicle speeds.
4. Westmont Avenue: Between Patricia Drive and Jeffrey Drive, speed humps are proposed
to reduce vehicle speeds.
Rancho Drive between Westmont Avenue and Clover Drive also had active NTM requests;
however, these streets did not qualify for traffic calming measures, as existing speeds and volumes
were within the City’s adopted targets.
Note: City staff sent ballots to property owners and residents on the four qualifying NTM streets
listed above to inform residents and gauge support for proposed measures. The project will include
traffic calming measures if there is majority support within each neighborhood for proposed traffic
calming. If the majority of surveyed residents do not support these measures, they will be removed
from the paving project scope.
Pavement Area 7 (Northwest of Downtown)
1. Chorro Street: The segment of Chorro between Murray Street and Foothill Boulevard
was removed from the project scope after the November ATC meeting due to a conflict
with planned sewer and waterline projects that would tear up any new street. Slurry seal
for this section of Chorro Street will be scheduled after the utility projects are complete
(likely 2026). Chorro Street between Mission Avenue and Murray Street is still included
in the scope and will include a northbound bike lane (ATP Tier 2 Project). See
Attachment 8 for detailed plans for Chorro Street.
Active Transportation Committee Agenda Item 1, February 29, 2024 Page 15
2. Murray Avenue: The segment of Murray between Chorro Street and Santa Rosa Street
was removed from the project scope after the November ATC meeting. This change was
due to a future sewer project that would tear up any new street. Slurry seal for this section
of Murray Avenue will be scheduled after the sewer project is complete (likely 2026).
Murray Avenue between Broad Street and Chorro Street is still included in the scope.
3. Broad Street: Speed and traffic volume data was collected for Broad Street between
Mission and Lincoln Streets, which an active NTM application. Recorded speeds were high
enough to warrant installation of traffic calming measures. Specifically, speed cushions are
proposed to reduce vehicle speeds. See discussion above for Mill Street for more
information on speed cushions.
City staff sent ballots to property owners and residents the Broad Street to inform residents and
gauge support for proposed measures. The project will include traffic calming measures if there is
positive neighborhood consensus.
Project Costs and Funding
This project currently has a budget of approximately $5.39 million from various funding sources
including an allocation of $200,000 from the Active Transportation Plan Implementation account
for ATP elements implemented. The majority of the budget will be provided from the Street
Reconstruction and Resurfacing Capital Improvement Project account, which includes
approximately $1.1 million in SB 1 (Gas Tax) funding and $3.9 million in general funds.
Approximately $148,000 will be provided by the Parking Lot Maintenance account for parking lot
improvements incorporated into the project (Mitchel Park Parking lot, Johnson Parking lot, and
Damon Garcia Sports Field Parking lot) to maintain City parking lots in acceptable condition for
public use. The remaining funding will be provided by the Pedestrian and Bicycle Pathway
Maintenance account for improvements made to the Railroad Safety Trail.
The total project cost is $6.46 million, which is greater than the total available budget. The project
will be advertised with a base bid and one additive alternative to incorporate as many
improvements as possible with the available budget. The additive alternative will include repaving
Grand Avenue, Broad Street, and Mill Street, including the proposed multimodal features. The
cost estimate for the base bid is $5.36 million, and the cost estimate for the additive alternative is
$1.1 million. Once the bids are received and the cost of the additive alternatives known, the City
Council will make the final decision to award the alternatives. If additional funding is necessary,
it will be requested at that time.
Next Steps
Following review and input from the ATC, staff will refine final project designs. The project is
scheduled to go to the City Council in May 2024 for authorization to advertise. Construction of
the project is planned to begin in Summer 2024. It should be noted that the construction documents
will include provisions to limit disruptive work near local schools to outside of peak drop-off/pick-
up hours and recommend that work on Grand Avenue be scheduled to avoid impacts with move-
in weekend and start of the next academic year to the extent feasible.
Active Transportation Committee Agenda Item 1, February 29, 2024 Page 16
Recommendation:
Review the 90% draft plans for the 2024 Roadway Sealing Plan and provide input to
staff regarding the active transportation elements
Attachments:
Attachment 1: Staff Report from the November 16, 2023 Meeting
Attachment 2: Project Area Map
Attachment 3: 90% Level Design Plans – All Sheets
Attachment 4: 90% Level Design Plans – Grand Avenue Sheets
Attachment 5: 90% Level Design Plans – Johnson Avenue Sheets
Attachment 6: 90% Level Design Plans – Highland Drive Sheets
Attachment 7: 90% Level Design Plans – Mill Street Sheets
Attachment 8: 90% Level Design Plans – Chorro Street Sheets
Attachment 9: 90% Level Design Plans – Toro Street Sheets
Active Transportation Committee
AGENDA REPORT ITEM 2
DATE: November 16, 2023
FROM: Adam Fukushima, Active Transportation Manager
PREPARED BY: Luke Schwartz, Transportation Manager
Ryan Caldera, Transportation Planner/ Engineer
Nathan Garcia Nava, Capital Improvement Project Engineer
SUBJECT: 2024 Roadway Sealing Plan
Recommendations:
1. Review the 2024 Roadway Sealing Plan and current design proposals and provide input
to staff on the transportation elements to guide further development of the Plan.
2. Provide input and recommend priority of streets to receive funding, in the event the entire
project is not funded and certain streets need to be deferred to a later date.
Discussion
As part of the City's Pavement Management Program, specific streets are scheduled for
maintenance work each summer, typically alternating each year between local neighborhood
streets and arterial/collector streets. These projects provide excellent opportunities to incorporate
planned safety and complete street improvements as part of these larger maintenance activities,
which allows for more efficient and cost-effective implementation of priority active transportation
and safety improvements. During summer 2024, the following locations are planned for resealing:
1. Grand A venue (Monterey to Slack)
2. Johnson Avenue (Laurel to Orcutt)
3. Pavement Area 1 (East City Neighborhoods)
4. Pavement Area 8 (University Neighborhoods)
5. Pavement Area 7 (Northwest of Downtown)':
•Broad Street (Mission to US 101)
•Chorro Street (Foothill to Mission)
•Murray Street (Broad to Santa Rosa)
See Attachment A: Project Area Map for reference.
1 These streets were originally planned for resealing in 2022 but were deferred due to conflicts with a planned sewer
line replacement project and North Chorro Neighborhood Greenway construction.
AttacKment PaJe oI
Active Transportation Committee Agenda Item 2, November 16, 2023
Project Goals and Objectives
Page 2
The following primary goals and objectives will guide the project designs, along with input from
the Active Transportation Committee (ATC) and other community stakeholders.
Overarching Proiect Goal:
Implement pavement maintenance treatments at selected public streets, while leveraging
opportunities to advance high-priority active transportation, accessibility and safety features.
Specific Design Obiectives:
1. Apply a maintenance seal coat to selected streets to extend the life of existing pavement
surface.
2. Implement the highest-priority (Tier 1) Active Transportation Plan (ATP) projects as part
of roadway sealing improvements, and advance lower-priority (Tier 2 and Tier 3) ATP
projects as resources allow.
3. Implement transportation safety improvements as identified in the City's Traffic
Safety/Vision Zero Report as part of roadway sealing.
4. Advance traffic calming improvements as part of roadway sealing work for streets with
approved Neighborhood Traffic Management (NTM) applications and where warranted
based on existing traffic conditions and neighborhood support, as resources allow.
5. Minimize impacts to on-street parking.
6. Minimize inconveniences to residents and businesses during construction.
Proposed Active Transportation Design Elements
The following sections identify the preliminary scope of complete street and safety improvements
proposed as part of the 2024 Roadway Sealing project, as guided by the ATP, Traffic Safety/Vision
Zero Report, and Neighborhood Traffic Management requests. Final designs will be refined based
on input provided by the A TC, San Luis Obispo Fire Department, neighborhood residents, and
other community stakeholders.
All Streets in 2024 Roadway Sealing Proiect
The following complete street/safety features are proposed for all streets within the 2024
Roadway Sealing limits:
1. Pedestrian Crossing Treatments: Install high-visibility crosswalks at all existing and
proposed new marked pedestrian crosswalks.
2. Intersection Daylighting: Remove obstructions to lines-of-sight at all marked and
unmarked crosswalks to increase pedestrian visibility and safety at intersection comers and
midblock crossings. This is generally accomplished through vegetation trimming and
installing red curb paint and/or signage to prohibit parking at intersection comers adjacent
to crosswalks. California Assembly Bill 413 restricts parking within 20 feet of any marked
or unmarked crosswalk, with enforcement permitted starting in 2025 regardless of whether
signs or curb markings are present. The City will be proactively implementing curb
markings and signed parking restrictions where appropriate as part of annual paving
projects.
Attachment 1, Page 2 of 14
Active Transportation Committee Agenda Item 2, November 16, 2023
Grand Avenue (Monterey Street to Slack Street)
Page 3
Complete street improvements are proposed for Grand A venue to improve active transportation
facilities and safety for all road users. These improvements are part of a Tier 2 project identified
in the ATP. The most prominent modification proposed for Grand Avenue is a five-lane to three-
lane road diet between Slack Street and Monterey Street. Road diets are one of the U.S. Department
of Transportation's proven safety countermeasures and have consistently demonstrated
effectiveness in reducing illegal speeding, reducing crash frequency and severity. The City has
implemented several successful road diets at other streets, such as South Street and Laurel Lane,
where traffic demand did not require the excess lane capacity that was previously provided. In
addition to a road diet, additional design elements proposed for Grand A venue include:
1. Installation of protected bike lanes where on-street parking does not currently exist, with a
preference for concrete curb separation as funding allows.
2. Addition of striped buffers on both sides of bike lanes where on-street parking exists.
3. Installation of bike lane crossing enhancements at intersections, including green conflict
markings, additional warning signage, and setback/protected comers where feasible.
4. Restriction of turning maneuvers (westbound through and left-tum) at the Grand/Loomis
Street intersection to address ongoing broadside collision trends identified in City's Traffic
Safety Report.
5. Installation of enhanced pedestrian/bicycle crossings on Grand A venue at McCollum Street
and Mill Street as funding and right-of-way allow to improve crossing opportunities and
access to existing transit stops on each side of the street.
6. Addition of a bike box at the southbound Grand A venue approach to Monterey Street to
improve bicycle access continuing south to the Andrews Street pedestrian/bicycle bridge.
7. Upgrade existing bicycle detection at Andrews Street intersection approach to improve
ability for bicyclists to actuate Grand/Monterey traffic signal.
Grand Avenue currently carries an average daily traffic volume of 10,300 veh/day north of US
101, and approximately half that volume south of US 101, which is well within the thresholds
recommended for road diets per state and federal guidelines (up to 18,000-25,000 veh/day). With
that said, Cal Poly hosts a limited number of special events each year that generate a higher traffic
demands. The proposed road diet design would retain sufficient clear width to allow the roadway
to be temporarily configured back to two lanes in each direction using temporary traffic control
channelizers and signage to handle traffic demands during special events.
While the ATP ultimately plans for protected bicycle lanes on both sides of Grand A venue, this
would require removing all on-street parking in order to provide adequate lines-of-sight at
intersections/driveways and to maintain width needed for fire access. Full removal of on-street
parking would require significant public outreach, consideration for commercial
deliveries/loading, and analysis of potential parking spillover impacts to adjacent neighborhoods.
The Transportation Division is currently understaffed and does not currently have sufficient
capacity to take on the planning and outreach that would be required for such an endeavor while
meeting the schedule for the 2024 Roadway Sealing project. For this reason, staff is proposing to
install protected bicycle lanes where there is no on-street parking at this time, while preserving the
potential to explore additional protected bike lane installations as a future project.
Attachment 1, Page 3 of 14
Active Transportation Committee Agenda Item 2, November 16, 2023 Page 4
Error! Reference source not found. below shows the existing and proposed cross sections of Grand
Avenue south of the US 101 ramps.
Grand Ave. (South) -Existing
7' 5' 11' 11' 11' 11' 5' 7'
Grand Ave. (South) -Proposed
8' 3' 8' 3' 11' 1.5'
-- ·tt llllliilll i
.... . .
1.5' 11' 3' 8' 3' 8'
'i
Figure 1: Grand Avenue (south of US 101) -Existing & Proposed Cross Sections
Attachment 1, Page 4 of 14
Active Transportation Committee Agenda Item 2, November 16, 2023 Page 5
Error! Reference source not found. below shows the existing and proposed cross sections of
Grand A venue north of the US 101 ramps.
Grand Ave. (North) -Existing
7' 11' 11' 11' 11' 6' 8'
Grand Ave. (North) -Proposed
• .-. ---
7' 2' 9' 11'
..... ·r:r .....
- ·I-
11' 6' 8' 2' 8'
t
Figure 2: Grand Avenue (north of US 101) -Existing & Proposed Cross Sections
Figure 3 on the next page shows the limits of the protected bicycle lanes and buffered bicycle
lanes, and locations of intersection improvements ( enhanced crossings and traffic diversion at
Grand/Loomis) on Grand A venue.
Attachment 1, Page 5 of 1
Active Transportation Committee Agenda Item 2, November 16, 2023
Legend:
-Protected Bicycle Lane
Buffered Bicycle Lane
J
Fredricks
Enhanced Pedestrian/Bicyclist Crossing e Traffic Diversion Feature
Slack
Mccollum
Hope
Loomis
Garfield
Figure 3: Grand Avenue -Proposed Transportation Elements
Page 6
Figure 4 shows a schematic of a setback "protected" intersection comer design, which will be
applied on Grand Avenue, where feasible (Image Source: NACTO).
Attachment 1, Page 6 of 1
Active Transportation Committee Agenda Item 2, November 16, 2023
Figure 4: Setback "Protected" Intersection Corners
Johnson Avenue (Bishop to Orcutt)
Page 7
Repaving Johnson Avenue between San Luis Drive and Laurel Lane was initially part of the 2023
Arterials Paving project. However, this segment was deferred (a) due to a conflicting utility project
north of Bishop Street, and (b) to allow more time to monitor effectiveness of a pilot road diet
installed Summer 2023 on Johnson between Bishop Street and Laurel Lane. Johnson A venue north
of Bishop Street remains deferred for pavement maintenance until the planned utility project is
constructed. Johnson A venue between Bishop Street and Laurel Lane, as well as the segment south
of Laurel Lane to Orcutt Road are now proposed for resealing as part of the 2024 Roadway Sealing
project.
Key project elements on this facility include:
1. Permanent Johnson Avenue Road Diet: The Johnson Avenue Road Diet pilot project
was installed in 2023 and included reducing the number of lanes from two in each
direction (four total) to one in each direction plus a center tum lane (three total). The pilot
project identified goals of (a) reducing driving speeds, and (b) increasing comfort and
safety for all travelers. After installing the pilot project, prevailing speeds have decreased
from 43 miles per hour (MPH) to 37 MPH and <l % of vehicles are traveling 10 MPH or
more above the 35 MPH speed limit (93% reduction with road diet). One traffic collision
with minor injuries was reported within the road diet limits in the four months since
installation, compared to 13 collisions in the previous five years (6 injuries; 3 severe
injuries). Following a successful pilot installation, the temporary road diet between
Bishop Street and Laurel Lane is proposed to be made permanent, with addition of
permanent thermoplastic pavement markings.
2. Johnson/Sydney Concrete Median Refuge: Replace the temporary rubber curb median
with a permanent concrete median refuge with landscaping at the Sydney Street school
crossing (on Johnson both sides of intersection).
Attachment 1, Page 7 of 14
Active Transportation Committee Agenda Item 2, November 16, 2023 Page 8
3. Southwood Drive Intersection Traffic Calming: Installing traffic calming measures to
slow turning speeds, shorten pedestrian crossing exposure and improve pedestrian
visibility.
8' 6.5' 2' 10' 10' 10' 2' 6.5' 8'
Figure 5 below shows a typical cross section of Johnson A venue both before the road-diet and
with the road diet.
Johnson Ave. - Pre-"Road Diet"
i'
7' 5' 10' 10' 10' 10' 5' 7'
Johnson Ave. -Proposed
8' 6.5' 2' 10' 10' 10' 2' 6.5' 8'
l
Figure 5: Johnson Avenue-Pre-"Road Diet" & Proposed Cross Sections
Pavement Area 1 (East City Neighborhoods)
Key project elements in Pavement Area 1 North include:
Toro Street Neighborhood Greenway (ATP Tier 2 Project): Install greenway pavement
legends, guide signage, and traffic calming measures (where warranted based on existing speeds)
along Toro Street between Phillips Lane and Pacific Street to encourage a low-stress, comfortable
environment for those walking and biking. Proposed improvements also include modifications to
the existing RRFB crossing at Marsh/Toro Street to allow bicycles to activate the RRFB system
Attachment 1, Page 8 of 1
Active Transportation Committee Agenda Item 2, November 16, 2023 Page 9
without the need to dismount. Additional crossing improvements currently in construction that will
also benefit the proposed Toro Street Neighborhood Greenway include a new neighborhood traffic
circle at Toro/Buchon and a new bicycle/pedestrian crossing at Monterey/Toro, which will include
raised medians, hi-vis crosswalk markings, and RRFBs with push buttons accessible to pedestrians
and cyclists.
The following streets are within Pavement Area 1 and include future projects identified in the ATP,
but are recommended for deferral for the reasons discussed below:
1. Pepper Street Protected Bikeway (ATP Tier 1 Project): The ATP calls for installation
of an on-street, two-way protected bikeway on the east side of Pepper Street parallel to the
railroad tracks between Mill Street and Marsh Street as a short-term (Tier 1) project, with
plans to endeavor towards the ultimate plan to extend the Railroad Safety Trail as a fully-
separated off-street shared-use path along this segment as a long-term Tier 3 project. After
further field review of the existing site constraints, staff is recommending deferral of the
two-way protected bikeway installation from the 2024 Roadway Sealing project for the
following reasons:
o Pepper Street has very limited streetlighting along this segment. Staff would prefer
to install additional safety lighting prior to or as part of the bikeway installation,
but does not have sufficient resources to fund lighting and design/coordinate new
electrical service in advance of the 2024 Roadway Sealing project. Financial
limitations will be particularly constraining if concrete curb separation is preferred
for the protected bikeways on Grand A venue.
o Pepper Street between Mill and Palm Streets is slightly narrower than the rest of
the route and would require either roadway widening or full removal of parking on
both sides of the street to accommodate the protected bikeway.
While Pepper Street is identified as a Tier 1 project, this route currently has relatively little
motor vehicle traffic, is generally comfortable for most riders as a shared street and has a
very steep incline in the northbound direction between Monterey and Mill Street, which
may limit the potential benefit of accelerating the protected bikeway at this time. Based on
staffs observations, the most challenging aspect of cycling on Pepper Street currently is
crossing Monterey Street; however, an enhanced pedestrian/bicycle crossing is already
planned for installation at the Pepper/Monterey intersection as part of the 2023 Arterials
Paving project, which includes hi-vis markings, raised medians, and Rectangular Rapid
Flashing Beacons (RRFBs). Staffs recommendation is to defer installation of the protected
bikeway until a later date when safety lighting can be installed and additional funding is
available.
2. Toro Street Neighborhood Greenway (ATP Tier 2 Project): Install greenway pavement
legends, guide signage, and traffic calming measures (where warranted based on existing
speeds) along Toro Street between Phillips Lane and Monterey Street to encourage a low-
stress, comfortable environment for those walking and biking. Proposed improvements
also include modifications to the existing RRFB crossing at Marsh/Toro Street to allow
bicycles to activate the RRFB system without the need to dismount and enhanced
pedestrian/bicycle crossing at Higuera/Toro. Additional crossing improvements currently
in construction that will also benefit the proposed Toro Street Neighborhood Greenway
Attachment 1, Page 9 of 14
Active Transportation Committee Agenda Item 2, November 16, 2023 Page 10
include a new neighborhood traffic circle at Toro/Buchan and a new bicycle/pedestrian
crossing at Monterey/Toro, which will include raised medians, hi-vis crosswalk markings,
and RRFBs with push buttons accessible to pedestrians and cyclists.
3. Mill Street Neighborhood Greenway: Originally, the full extent of Mill Street from
Chorro to Grand was planned to be included in the 2024 Roadway Sealing Project, which
would have allowed an opportunity for implementation of the Mill Street Neighborhood
Greenway. The Greenway is identified as a Tier 1 ATP project, with future plans for traffic
calming measures to bring speeds into the ideal range for a shared street. Existing traffic
volumes on Mill are already within the range recommended for a shared street/greenway
per NACTO and FHWA guidance. There is also an active Neighborhood Traffic
Management application in the queue for Mill Street, advocating for traffic calming
measures. However, due to a conflicting sewer line replacement project planned for
2024/25, the segments of Mill Street west of Pepper Street have been removed from the
2024 Roadway Sealing project and will likely be deferred for sealing until 2026. At this
time, staff is not recommending any changes to Mill Street until the sewer line replacement
is complete. If the ATC and/or other community members have a strong interest in
accelerating the planned greenway improvements prior to the next paving project, staff
could potentially continue design work for greenway improvements and explore these
improvements in to the planned 2024/25 sewer replacement project if funding allows.
Pavement Area 8 (University Neighborhoods)
There is only one ATP project identified within Pavement Area 8:
Highland Drive Bike Lane: Install a bike lane on a short stretch of Highland Drive just west of
State Route 1 where the roadway climbs a steep grade.
In addition, several Neighborhood Traffic Management (NTM) requests have been received from
residents for streets in Pavement Area 8 at the following locations:
1. Highland Drive between Patricia Drive and Santa Rosa Street
2. Patricia Drive between Twin Ridge Drive and Highland Drive
3. Jeffrey Drive between Highland Drive and Westmont Avenue
4. Rancho Drive between Westmont and Clover Drive
5. Westmont Avenue between Patricia Drive and Jeffrey Drive
City staff are in the process of collecting speed and traffic volume data on these neighborhood
streets to evaluate if traffic calming measures are warranted based the City's adopted volume/speed
thresholds. If traffic calming is warranted, staff will send a mail-in ballot to adjacent properties to
inform residents and gauge support for proposed measures. Typical elements included with NTM
projects speed humps, speed tables, traffic circles, and traffic diverters. The preferred design
elements will be selected after reviewing traffic data, soliciting input from the neighborhood, and
conferring with the San Luis Obispo Fire Department. If funding allows, staff will pursue
installation of these measures as part of the 2024 Roadway sealing work.
Attachment 1, Page 10 of 14
Active Transportation Committee Agenda Item 2, November 16, 2023
Pavement Area 7 (Northwest of Downtown)
Page 11
Resurfacing sections of Broad Street, Chorro Street, and Murray Avenue was initially part of the
2022 Roadway Sealing project. However, these facilities were deferred due to conflicts with
construction of a new sewer line and the North Chorro Greenway.
Key project elements on these facilities include:
1. Chorro Street Bicycle Lane (ATP Tier 2 Project): Installing northbound bicycle lane
between Mission Street and Meinecke A venue.
2. Broad Street NTM: Identifying and installing traffic calming measures on Broad Street
between Mission Street and US 101 to encourage low vehicle speeds and discourage cut-
through traffic. Additional discussion of the NTM process and elements is described in
the Pavement Area 8 (University Neighborhoods) section above.
Error! Reference source not found. shows the existing and proposed cross sections of Chorro
Street with the new bicycle lanes.
Attachment 1, Page 11 of 1
Active Transportation Committee Agenda Item 2, November 16, 2023
Chorro St. -Existing
•'
10.5' 12'
l
12' 10.5'
Chorro St. -Proposed
8' 10' 10' 2' 6' 2' 7'
Figure 6: Chorro Street -Existing & Proposed Cross Sections
Project Costs and Funding
Page 12
This project currently has a budget of approximately $5 million. This includes allocation of
$200,000 from the Active Transportation Plan Implementation account for addition of ATP
elements. Most of the budget is from the Street Reconstruction and Resurfacing Capital
Improvement Project Account, which includes a mix of approximately $1.1 million in SB 1 (Gas
Tax) funding and $4.9 million in general funds. The current preliminary project cost estimate is
approximately $4.9 million, which is within the total budget; however, detailed designs have not
yet been completed and final cost estimates may vary.
Next Steps
Following review and input from the ATC, staff will refine final project designs. A community
meeting is tentatively planned for January 2024 to solicit further input from the community. Staff
plans to return to the Active Transportation Committee later in winter 2024 for additional review
Attachment 1, Page 12 of 14
Active Transportation Committee Agenda Item 2, November 16, 2023 Page 13
once the engineering plans and specifications are further developed. The project is scheduled to
go to the City Council in spring 2024 to approve final plans and authorize solicitation of
construction bids. Construction of the project is planned to begin in summer 2024.
Recommendations:
1. Review the 2024 Roadway Sealing Plan and current design proposals and provide input
to staff on the transportation elements to guide further development of the Plan.
2. Provide input and recommend priority of streets to receive funding, in the event the entire
project is not funded and certain streets need to be deferred to a later date.
Attachments:
Attachment A: Project Area Map
Attachment 1, Page 13 of 14
Attachment A, Page 1 of 1
Attachment 1, Page 14 of 14
Attachment 2, Page 1 of 1
Reference Documents:
City Standard Specifications - August 2020 Edition
City Engineering Standards - August 2020 Edition
CalTrans Standard Plans and Specifications - 2022 Edition
index to plans
sheet no.description
san luis obispo county, california
ROADWAY SEALING 2024
APPROVED BY
SPECIFICATION NO.DATE
of
SHEET
Brian A. Nelson, City Engineer R.C.E. C79870 Approved Date
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T1 COVER PAGE
T2 LEGEND AND NOTES
D1 DETAILS
D2 MEDIAN DETAILS
S01 PATRICIA
S02 JEFFREY, DARTMOUTH
S03 CASA
S04 MURRAY
S05 MONTALBAN, LEMON
S06 OLIVE
S07 FOOTHILL
S08 FOOTHILL, CRANDALL,
CARPENTER
S09 HATHWAY
S10 TAFT, BOND
S11 KENTUCKY
S12 FREDERICKS
S13 HATHWAY
S14 HATHWAY, LONGVIEW
S15 SLACK
S16 SLACK
S17 HAYS, MCCOLLUM
S18 HOPE, LOOMIS
S19 LOOMIS
S20 LOOMIS, BUENA VISTA
AREA 8
S20 LOOMIS, BUENA VISTA
S21 GARFIELD
S22 GROVE, PHILLIPS
S23 WALNUT, TORO
S24 PEACH
S25 PEACH
S26 PALM
S27 PALM
S28 ANDREWS, SAN LUIS
S29 SAN LUIS
S30 PEPPER
S31 PEPPER, PALM
S32 TORO
S33 TORO, PACIFIC
S34 TORO, PACIFIC, PISMO
S35 BUCHON, TORO
S36 ISLAY, LEFF
S37 LIZZIE
S38 IRIS, WOODLAND
S39 ELLA, FIXLINI
AREA 1
S40-42 HIGHLAND - PATRICIA TO FERRINI
S43-44 CHORRO - MURRAY TO FOOTHILL
S45-46 MURRAY - BROAD TO SANTA ROSA
S47-48 BROAD - MISSION TO 101
S49-56 GRAND - SLACK TO MONTEREY
S57-58 MILL - PEPPER TO GRAND
S59-64 JOHNSON - BISHOP TO LAUREL
S65 RAILROAD SAFETY TRAIL
S66 MITCHELL PARK PARKING LOT
S67 JOHNSON PARK PARKING LOT
S68 DAMON GARCIA PARKING LOT
OTHER LOCATIONS
STATE OF C A L I F O R NIA
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Attachment , Page of
1. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THESE PLANS,
SPECIAL PROVISIONS PREPARED FOR THIS PROJECT AND THE 2020 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, 2015
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. UNLESS OTHERWISE SHOWN HEREIN, ALL STRIPING AND MARKINGS SHALL BE
PER CALTRANS REVISED STANDARD PLANS 2015 - A20A, A20B, A20C, A20D,
A24A, A24B, A24C, A24D, AND A24E. 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 PER SECTION 84-6.01. 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 PLACE ON CONCRETE REQUIRES A PRIMER COAST
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. RECTANGULAR RAPID FLASHING BEACONS (RRFB) EQUIPMENT SUBMITTALS
SHALL BE APPROVED BY THE ENGINEER PRIOR TO PROCUREMENT
17. HYDRANT MARKERS MUST BE INSTALLED PER S TD. 7920. DO NOT INSTALL IN
BIKE LANES
general notes:legend:
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FIRE HYDRANT
HYDRANT MARKER
DRIVEWAY
SIGN POST
RRFB SYSTEM
STORM DRAIN PIPE
GAS LINE
ADJUST TO FINISH GRADE
PER CITY STDs.
SEWER MANHOLE (PER 6040)
STORM DRAIN MANHOLE (PER 6040)
WATER VALVE (PER 6040)
MONUMENT (PER 9020)
TRAFFIC BOX
COMMUNICATIONS (PER 9030)
GAS COVER
SLURRY SEAL
G
PROTECT IN PLACE
SEWER MANHOLE (PER 6040)
STORM DRAIN MANHOLE (PER 6040)
WATER VALVE (PER 6040)
MONUMENT (PER 9020)
TRAFFIC BOX
COMMUNICATIONS (PER 9030)
GAS COVER
CITY SPECIFICATION NO.
DATE:
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
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72
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TREE PROTECTION
1. PROTECT TREE BRANCHES, TRUNK, ROOTS AND FOLIAGE THROUGH PROPER
TRIMMING AND CONSTRUCTION TECHNIQUES WHENEVER POSSIBLE PER CITY
STANDARD 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
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. ALL PUNCH
POSTS IN DOWNTOWN CORE MUST BE POWDER COATED DARK GREEN PER ENG.
STD. 7210 & 7215.
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).
T2
G:
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WYA T T A BANKE
R
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H
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No. C 86141
CI V I LS
TATE OF CA L I F O R NIA
R
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GISTERED P R O F ESSIONAL E
N
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90
%
P
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Attachment 3, Page 2 of 63
CITY SPECIFICATION NO.
DATE:
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
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2
0
2
4
NGN
KH
WBH
BN
1" = 40'
DATE
2000608
72D1
DE
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S
6" YELLOW STRIPE
3'9'
PARKING
CASE 1
SOLID GREEN BIKE LANE
CASE 2
DASHED GREEN BIKE LANE EXTENSION
APPROACHING INTERSECTION RIGHT
TURN CONFLICT AREAS
CASE 3
DASHED GREEN BIKE LANE EXTENSION
THROUGH INTERSECTIONS AND ACROSS
DRIVEWAYS 2'
GREEN BIKE LANE MARKINGS SHALL BE SEALMASTER
SAFE RIDE OR APPROVED EQUIVALENT
WHITE BIKE LANE SYMBOL WITH
PERSON PER CALTRANS STANDARD
3'
GREEN BIKE LANE
PAVEMENT COATING,
TYPICAL
WHITE 6" STRIPE
WHITE 6" STRIPE
4'8'
NOT TO SCALEACA MUTCD CHAPTER 9, FIGURE 9C-2
NOT TO SCALE
BIKE BUFFER - SOLIDC
NOT TO SCALE
MODIFIED CITY STD 7360D
4" WHITE PAINT
4" OFFSET
12" WHITE PAINT
5' O.C.
NOT TO SCALE
STRIPED BULBOUT PER MUTCD FIGURE 3J-6F
DIMENSIONS PER PLAN
20'
3'
TYPE D TWO-WAY YELLOW
RETROREFLECTIVE
6" YELLOW
6"
6"
6"
YELLOW BOT DOTS, TYPE AY
MARKER PER 2015 CALTRANS
STANDARD PLAN A20A.
NOT TO SCALE
MODIFIED DETAIL 22H
EDGE OF PAVEMENT
5'
DIRECTION OF TRAVEL
WHITE SHARROW
GREEN BIKE LANE COATING
PER SPECIAL PROVISIONS
9'3'
3'
3
"
4'
10'
AREA = 45.5 SQFT
WHITE MARKINGSNOTE: (1) GREEN WAY STENCIL
FURNISHED BY CITY
8" GRIDSIGN VARIES PER STREET,
CITY WILL PROVIDE
GRAPHIC FILES
NOT TO SCALE
GREENWAY SYMBOLJ
NOT TO SCALE
GREENWAY SIGNI
NOT TO SCALE
GREENBACK SHARROWG
PEXCO CITY POST MODEL
EAC, 36" WHITE WITH 2
LIGHT GREY WRAP
NOT TO SCALE
ZICLA ZEBRAB
TRAVEL
45°'
12'6" WHITE PAINT
WIDTH PER PLAN
to be completed by Kimley-Horn
NOT TO SCALE
PLANTED CONCRETE MEDIAN DETAIL (MODIFIED CITY STD. 4940)K
90
%
P
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Attachment 3, Page 3 of 63
CITY SPECIFICATION NO.
DATE:
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
RO
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S
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A
L
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2
0
2
4
NGN
KH
WBH
BN
1" = 40'
DATE
2000608
72D2
DE
T
A
I
L
S
6" CLASS
3 CONCRETE
INSTALLATION NOTES:
MEDIAN WORK SHALL CONFORM TO TO THE PROVISIONS IN SECTION 73, OF THE STANDARD
SPECIFICATIONS.
TYPE A3 CURB PER CALTRANS 2015 RSP A87A, DOWELLED IN TO EXISTING PAVEMENT SURFACE PER
DETAIL I THIS SHEET.
CLASS 3 CONCRETE WITH MISSION STYLE COLOR AND SALT FINISH PER ENG STD 4220. EXPANSION
JOINTS AND WEAKENED PLANE JOINTS PER CITY STD 4110.
#4 REBAR AT 4'-0" OC, 12" MIN. LENGTH, DRIVEN IN PLACE
#4 LONGITUDINAL BAR
1
2
3
4
5
4
WIDTH PER PLAN
6'
'
PAVEMENT
SLOPE TOWARDS
GUTTER (1%-2%)
SECTION A-A #4 REBAR AT 4'-0" OC, 12" MIN
LENGTH, DRIVEN IN PLACE
5
6 #4 LONGITUDINAL BAR
4
3
3
NOT TO SCALE
CONCRETE MEDIAN DETAIL (MODIFIED CITY STD. 4940)A
PE
R
P
L
A
N
PER
PLAN
GUTTER LIP
PER
PLAN
SIDEWALK
PEXCO CITY POST MODEL EAC, 18”
WHITE WITH 3 YELLOW WRAP
A A
LAYOUT
DI
R
E
C
T
I
O
N
O
F
T
R
A
V
E
L
12" MIN GAP FOR DRAINAGE ON BIKE MEDIANS EVERY 25' OR
WHERE UTILITY COLLARS CONFLICT WITH MEDIAN. LAYOUTS
AND GAPS TO BE CONFIRMED IN FIELD BY THE ENGINEER
PRIOR TO INSTALLATION
CURB FACE
10'10'
DRIVEWAY
MEDIAN MEDIAN
90
%
P
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Attachment 3, Page 4 of 63
21
21
R=8'
R=1.5'
R=1.5'8'
16
'
R3.5'
7'
7.5'
R=1.5'
R=1.5'
R1.5'
R1.
5
'
R=10'
6.5'
17
'
7
1
2
3
54
6
1
212
3
7
1
2
3
4
5
6
3
4
5
6
3
5
7
7
8
8
6
4
234
5
4
8
6
42
1
2
3
4
5
6
7
8
1 7
4
1
234
5
4
8
6
1
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3
4
5
6
7
8
1 7
3
7
424
1
7
7
7
CITY SPECIFICATION NO.
DATE:
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of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
Y
APPROVED: [Mo Day, Yr]
3
CONCRETE MEDIAN DETAIL
NOT TO SCALEPROFILE VIEW
SLOPE
TO DRAIN
VARIES
PER PLANS
INSTALLATION NOTES:
CONSTRUCT RAISED CENTER MEDIAN. MEDIAN
WORK SHALL CONFORM TO THE PROVISIONS IN
SECTION 73 OF THE STANDARD SPECIFICATIONS.
TYPE A3-6 CURB PER CALTRANS 2023 STD PLANS
A87A, DOWELED IN TO EXISTING PAVEMENT
SURFACE WITH #4 REBAR AT 4'-0" OC, 12" MIN.
LENGTH, DRIVEN IN PLACE.
CLASS 3 CONCRETE. EXPANSION JOINTS AND
WEAKENED PLANE JOINTS PER CITY STD 4110.
#4 REBAR AT 4'-0" OC, 12" MIN. LENGTH, DRIVEN
IN PLACE
#4 REBAR AT 4'-0" E.W.
#4 LONGITUDINAL BAR
COLORED STAMPED CONCRETE PER STAMPED
CONCRETE DETAIL E, THIS SHEET.
PROTECT AC FROM CONCRETE STAINING OR
SPILLS.
RAISED CONCRETE CENTER MEDIAN DETAIL (MODIFIED CITY STD. 4940)
NOT TO SCALEA
A1 A4
#4 LONGITUDINAL
BAR
#4 REBAR AT 4'-0" OC,
12" MIN. LENGTH,
DRIVEN IN PLACE.
A2 A3
PE
R
P
L
A
N
GUTTER LIP
PER
PLAN
SIDEWALK
PEXCO CITY POST MODEL EAC,
18” WHITE WITH 3 YELLOW WRAP
A A
LAYOUT
SECTION A-A
RAISED CONCRETE BIKE MEDIAN DETAIL (MODIFIED CITY STD. 4940)
NOT TO SCALE
DI
R
E
C
T
I
O
N
O
F
TR
A
V
E
L
12" MIN GAP FOR DRAINAGE ON BIKE
MEDIANS EVERY 25' OR WHERE
UTILITY COLLARS CONFLICT WITH
MEDIAN. LAYOUTS AND GAPS TO BE
CONFIRMED IN FIELD BY THE
ENGINEER PRIOR TO INSTALLATION.
SLOPE TOWARDS
GUTTER (1%-2%)
CURB FACE
R1.5'
B
EXISTING
PAVEMENT
20
'
GUTTER LIP
PER
PLAN
SIDEWALK
PEXCO CITY POST MODEL EAC,
18” WHITE WITH 3 YELLOW WRAP
B B
LAYOUT
RAISED CONCRETE EDGE ISLAND MEDIAN DETAIL (MODIFIED CITY STD. 4940)
NOT TO SCALE
DI
R
E
C
T
I
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N
O
F
TR
A
V
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L
CURB FACE
R2.5'
C
CONSTRUCTION NOTES:
REMOVE AND DISPOSE OF EXISTING VEGETATION,
CONCRETE MEDIAN, CURB, AND BASE (IF PRESENT) IN
CONFLICT WITH PROPOSED CROSSWALK AND
IMPROVEMENT LIMITS.
SAWCUT 2' OFFSET BEYOND EXISTING CURB TO BE
REMOVED, AND REMOVE AND DISPOSE OF EXISTING
ASPHALT AND BASE (IF PRESENT).
CONSTRUCT ASPHALT PAVEMENT PER CITY STD 7110 AND
DIRECTION FROM THE CITY ENGINEER. GRADE TO DRAIN.
CONSTRUCT NEW RAISED CONCRETE MEDIAN NOSE PER
CITY STD 4940, MODIFIED PER PLANS, DOWEL INTO EXISTING
MEDIAN WITH #4 REBAR, 12" MIN. LENGTH. CENTER OF
MEDIAN TO BE 6" CONCRETE (CLASS 3).
TYPE A3-6 CURB PER CALTRANS 2023 STD PLANS A87A,
DOWELED IN TO EXISTING PAVEMENT SURFACE WITH #4
REBAR AT 4'-0" OC, 12" MIN. LENGTH, DRIVEN IN PLACE.
PROTECT IN PLACE EXISTING VEGETATION AND MEDIAN TO
REMAIN. CONTRACTOR SHALL REPLACE IN-KIND IMPACTED
VEGETATION AND/OR MEDIAN.
RECONSTRUCT EXISTING CONCRETE MEDIAN NOSE
NOT TO SCALED
#4 REBAR AT 4'-0" E.W.
#4 LONGITUDINAL BAR
#4 REBAR AT 4'-0" OC,
12" MIN. LENGTH,
DRIVEN IN PLACE.
EXISTING
PAVEMENT
#4 REBAR AT 4'-0" E.W.
INSTALLATION NOTES:
CONSTRUCT RAISED CENTER MEDIAN. MEDIAN WORK SHALL CONFORM TO THE PROVISIONS
IN SECTION 73 OF THE STANDARD SPECIFICATIONS.
TYPE A3-6 CURB PER CALTRANS 2023 STD PLANS A87A, DOWELED IN TO EXISTING PAVEMENT
SURFACE WITH #4 REBAR AT 4'-0" OC, 12" MIN. LENGTH, DRIVEN IN PLACE.
TYPE A3 CURB PER CALTRANS 2023 STD PLANS A87A, MODIFIED TO BE "PEDAL-SAFE" PER
PLAN, DOWELED IN TO EXISTING PAVEMENT SURFACE WITH #4 REBAR AT 4'-0" OC, 12" MIN.
LENGTH, DRIVEN IN PLACE.
CLASS 3 CONCRETE. EXPANSION JOINTS AND WEAKENED PLANE JOINTS PER CITY STD 4110.
#4 REBAR AT 4'-0" E.W.
#4 LONGITUDINAL BAR
6" THICK STAMPED CONCRETE, COLORED DAVIS COLORS SAN DIEGO BUFF (#5237) (OR
APPROVED EQUAL).
PROTECT AC FROM CONCRETE STAINING OR SPILLS.
PEDAL-SAFE CURB
ON BIKE LANE SIDE
R=12"
R=12"
SECTION B-B
SLOPE TOWARDS
GUTTER (1%-2%)
#4 LONGITUDINAL BAR
#4 REBAR AT 4'-0" OC,
12" MIN. LENGTH,
DRIVEN IN PLACE.
EXISTING
PAVEMENT
#4 REBAR AT 4'-0" E.W.
INSTALLATION NOTES:
CONSTRUCT RAISED CENTER MEDIAN. MEDIAN WORK SHALL CONFORM TO THE PROVISIONS
IN SECTION 73 OF THE STANDARD SPECIFICATIONS.
TYPE A3-6 CURB PER CALTRANS 2023 STD PLANS A87A, DOWELED IN TO EXISTING PAVEMENT
SURFACE WITH #4 REBAR AT 4'-0" OC, 12" MIN. LENGTH, DRIVEN IN PLACE.
TYPE A3 CURB PER CALTRANS 2023 STD PLANS A87A, MODIFIED TO BE "PEDAL-SAFE" PER
PLAN, DOWELED IN TO EXISTING PAVEMENT SURFACE WITH #4 REBAR AT 4'-0" OC, 12" MIN.
LENGTH, DRIVEN IN PLACE.
CLASS 3 CONCRETE. EXPANSION JOINTS AND WEAKENED PLANE JOINTS PER CITY STD 4110.
#4 REBAR AT 4'-0" E.W.
#4 LONGITUDINAL BAR
COLORED STAMPED CONCRETE PER STAMPED CONCRETE DETAIL E, THIS SHEET.
PROTECT AC FROM CONCRETE STAINING OR SPILLS.
PEDAL-SAFE CURB
ON BIKE LANE SIDE
R=12"
R=12"
PEXCO CITY POST MODEL EAC,
18” WHITE WITH 3 YELLOW WRAP
STAMPED CONCRETE DETAIL
NOT TO SCALEE
STAMPED CONCRETE DETAIL
NTS
STAMPED CONCRETE NOTES:
1. 6" THICK STAMPED CONCRETE,
COLORED DAVIS COLORS SAN DIEGO
BUFF (#5237) (OR APPROVED EQUAL).
2. RIVER ROCK PATTERN.
3. INSTALL PER MANUFACTURER
RECOMMENDATIONS.
JDS
JDS
LS
LS
1" = 40'
FEB 2024
2000608
RO
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Attachment 3, Page 5 of 63
N
12" WHITE
16 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
15 LF
N
"STOP" LEGEND
22 SQFT
12" WHITE
19.5 LF
RED CURB
76 LF
20 LF FROM E.O.C.
RED CURB
76 LF
20 LF FROM E.O.C.
N
18.5'
18.5'
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
17.5 LF
12" WHITE
16 LF
DETAIL 22
50 LF
SEE
MATCHLINE
BELOW
N
"STOP" LEGEND
22 SQFT
12" WHITE
16.5 LF
SEE
MATCHLINE
ABOVE
N
18
.
5
'
18
.
5
'
DETAIL 22
68 LF
DETAIL 22
128 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
19.5 LF
DETAIL 22
50 LF
12" WHITE
24 LF
RED CURB 78 LF
20 LF FROM E.O.C.
RED CURB 85 LF
20 LF FROM E.O.C.RED CURB 83 LF
20 LF FROM E.O.C.
RED CURB 80 LF
20 LF FROM E.O.C.
N
12" WHITE
16.5 LF
RED CURB 83 LF
20 LF FROM E.O.C.
RED CURB 81 LF
20 LF FROM E.O.C.
S
TATE OF C A L I F O R NIA
R
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GISTERED P R O F ESSIONAL E
N
G
I
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EER
C I V I L
BR IA N A . NELS
O
N
No. C 79870
7201
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
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S
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A
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2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
PA
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P
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)
O
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AWWDFKPHQW 3 PDJH 6 RI 63
N
DETAIL 22
219 LF
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT
12" WHITE
16 LF
18
'
18
'
3
0
'
N
20
'
20
'
DETAIL 22
50 LF
12" WHITE
16 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
16 LF
12" WHITE
24.5 LF
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7202
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
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I
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G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
JE
F
F
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,
D
A
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M
O
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90
P
L
A
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S
)
O
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V
I
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W
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L
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-
N
O
T
)
O
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C
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S
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N
AWWDFKPHQW 3 PDJH 7 RI 63
S
E
E
M
A
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C
H
L
I
N
E
A
B
O
V
E
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
0
4
N
GREENBACK SHARROW SYMBOL
PER DETAIL G, SHEET D1
36 SQFT, Typ.
DETAIL 2
1052 LF, Cont.
REFRESH RED
CURB 851 LF, Cont.
20
.
5
'
20
.
5
'
SE
E
MA
T
C
H
L
I
N
E
BE
L
O
W
N
GREENBACK SHARROW SYMBOL
PER DETAIL G, SHEET D1
36 SQFT, Typ.
DETAIL 2
1052 LF
DETAIL 38
106 LF
DETAIL 22
171 LF
TYPE III ARROW
42 SQFT, Typ.
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
23 LF
HI-VIS CROSSWALK
50 LF
REFRESH RED
CURB 266 LF
REFRESH RED
CURB 851 LF
12
'
11
'
11
.
5
'
1
7
.
5
'
17
.
5
'
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7203
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
CA
S
A
90
%
P
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F
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Attachment 3, Page 8 of 63
SE
E
MA
T
C
H
L
I
N
E
AB
O
V
E
SEE
MATCHLINE
SHEET S03 N
INSTALL R1-3P
ON (E) POST
INSTALL R1-3P ON (E) POST
INSTALL R1-3P ON (E) POSTINSTALL R1-1 & R1-3P ON (N) 12' PUNCH
POST. PROVIDE ORANGE WARNING
FLAG ABOVE NEW STOP SIGN PER
CA-MUTCD FIGURE 2A-1 (EXAMPLE B)
DETAIL 22
50 LF
12" WHITE
14.5 LF
DETAIL 22
50 LF
12" WHITE
17.5 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
19.5 LF
12" WHITE
14.5 LF
12" WHITE
21.5 LF
SE
E
MA
T
C
H
L
I
N
E
BE
L
O
W
N
20
.
5
'
13
'
20
'
13
'
9.
5
'
10
'
13
'
12" WHITE
9 LF
12" WHITE
9 LF
"KEEP" LEGEND
24 SQFT, Typ.
"CLEAR" LEGEND
27 SQFT, Typ.
12" WHITE
14 LF
12" WHITE
13.5 LF
SHARROW
11.5 SQFT, Typ.
TYPE VII ARROW
27 SQFT, Typ.
TYPE IV ARROW
15 SQFT, Typ.DETAIL 38
87 LF
CROSSWALK
50 LF
NOTE: USE CAUTION WHEN
REMOVING (E) STRIPING TO
PROTECT IN PLACE (E) TRAFFIC
SIGNAL LOOP DETECTORS
BIKE LOOP SYMBOL
2 SQFT
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7204
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
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S
E
A
L
I
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G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
MU
R
R
A
Y
90
%
P
L
A
N
S
F
O
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E
V
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O
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S
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Attachment 3, Page 9 of 63
SE
E
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T
C
H
L
I
N
E
SH
E
E
T
S
0
6
SEE
MATCHLINE
ABOVE
N
19
.
5
'
19
.
5
'
S
E
E
M
A
T
C
H
L
I
N
E
S
H
E
E
T
S
0
6
20'
19'
45
.
5
'
DETAIL 22
323 LF
"STOP" LEGEND
22 SQFT
DETAIL 22
301 LF
12" WHITE
23 LFDETAIL 41
71 LF
BULBOUT PER
DETAIL F, SHEET D1
8" WHITE 102 LF
12" WHITE 63 LF
R17.9'
R28.5'
SE
E
MA
T
C
H
L
I
N
E
BE
L
O
W
N
20
'
19
.
5
'
19.5'
RED CURB
20 LF
DETAIL 22
428 LF
"STOP" LEGEND
22 SQFT
HI-VIS CROSSWALK
45 LF
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7205
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
MO
N
T
A
L
B
A
N
,
L
E
M
O
N
90
%
P
L
A
N
S
F
O
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E
V
I
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W
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N
L
Y
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N
O
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F
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C
O
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S
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Attachment 3, Page 10 of 63
SEE
MATCHLINE
SHEET S05
N
20
'
20
'
NOTE: USE CAUTION WHEN
REMOVING (E) STRIPING TO
PROTECT IN PLACE (E) TRAFFIC
SIGNAL LOOP DETECTORS
RED CURB
20 LF
RED CURB
20 LF
"STOP" LEGEND
22 SQFT
12" WHITE
17.5 LF
DETAIL 22
439 LF
CROSSWALK
47 LF
BIKE LOOP SYMBOL
2 SQFT
5.
6
'
5.8'
INSTALL R26
SIGN BELOW
R1-1 ON (E)
POST
N
SE
EMA
T
C
H
L
I
N
E
SH
E
E
T
S
0
5
20
'
20
'
12" WHITE
16 LF
12" WHITE
15.5 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
16 LF
12" WHITE
15.5 LF
DETAIL 22
191 LF
TYPE IV (B) ARROW
27 SQFT
TYPE VII ARROW
27 SQFT, Typ.
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7206
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
OL
I
V
E
90
%
P
L
A
N
S
F
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
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F
O
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C
O
N
S
T
R
U
C
T
I
O
N
Attachment 3, Page 11 of 63
S
E
E
M
A
T
C
H
L
I
N
E
S
H
E
E
T
S
0
8
SEE
MATCHLINE
SHEET S08
N
10
.
5
'
9.
5
'
9'
5.
5
'
7.
5
'
19.5'
1
9
.
5
'
(E) PARKING "T", Typ.
BIKE ARROW
3.5 SQFT, Typ.
BIKE RIDER
7 SQFT, Typ.
"STOP" LEGEND
22 SQFT
12" WHITE
17 LF
DETAIL 39A
124 LF
DETAIL 39
308 LF
DETAIL 22
397 LF
GREENBACK SHARROW SYMBOL
PER DETAIL G, SHEET D1
36 SQFT, Typ.
DETAIL 38
80 LF
TYPE IV ARROW
15 SQFT, Typ.
TYPE VII ARROW
27 SQFT, Typ.
12" WHITE
10 LF
12" WHITE
9 LF
CROSSWALK
43 LF
BULBOUT PER
DETAIL F, SHEET D1
8" WHITE 62 LF
12" WHITE 26 LF
13.5'
11'
BIKE LOOP SYMBOL
2 SQFT, Typ.
NOTE: USE CAUTION WHEN
REMOVING (E) STRIPING TO
PROTECT IN PLACE (E) TRAFFIC
SIGNAL LOOP DETECTORS
R15'
N
"STOP" LEGEND
22 SQFT
12" WHITE
13 LF
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7207
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
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PR
O
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C
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L
E
:
DATE:
CITY SPECIFICATION NO.
0 40 80 S
FO
O
T
H
I
L
L
90
%
P
L
A
N
S
F
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
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F
O
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C
O
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S
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U
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I
O
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Attachment 3, Page 12 of 63
S
E
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M
A
T
C
H
L
I
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E
R
I
G
H
T
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
0
7
N
6
'
9
'
1
0
.
5
'
7
'
GREENBACK SHARROW SYMBOL
PER DETAIL G, SHEET D1
36 SQFT, Typ.
DETAIL 39A
148 LF
DETAIL 27B
209 LF
DETAIL 22
262 LF
(E) PARKING "T", Typ.
S
E
E
M
A
T
C
H
L
I
N
E
B
E
L
O
W
SEE MAT
C
H
L
I
N
E
LEF
T
N
5
.
5
'
9
.
5
'
1
9
'
DETAIL 27B
246 LF
DETAIL 22
292 LF
BIKE ARROW
3.5 SQFT, Typ.
BIKE RIDER
7 SQFT, Typ.
SHARROW
11.5 SQFT, Typ.
"STOP" LEGEND
22 SQFT
12" WHITE
14.5 LF
DETAIL 41
64 LF
RED CURB
21 LF
N
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
0
7
SEE
MAT
C
H
L
I
N
E
SHE
E
T
S
0
9
17
'
16
.
5
'
DETAIL 22
342 LF
SE
E
MA
T
C
H
L
I
N
E
AB
O
V
E
N
5.
5
'
9.
5
'
19
'
GREENBACK SHARROW SYMBOL
PER DETAIL G, SHEET D1
36 SQFT, Typ.
DETAIL 39A
40 LF
DETAIL 27B
246 LF
DETAIL 22
292 LF
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7208
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
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PR
O
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C
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:
DATE:
CITY SPECIFICATION NO.
0 40 80 S
FO
O
T
H
I
L
L
,
C
R
A
N
D
A
L
L
,
C
A
R
P
E
N
T
E
R
90
%
P
L
A
N
S
F
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Attachment 3, Page 13 of 63
SE
E
MA
T
C
H
L
I
N
E
BE
L
O
W
SEE
MATC
H
L
I
N
E
SHE
E
T
S
1
3
SEE
MATCHLIN
E
SHEET S08
N
21
.
5
'
21
.
5
'
21'19'
12" WHITE
19 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
GREENBACK SHARROW SYMBOL
PER DETAIL G, SHEET D1
36 SQFT, Typ.
DETAIL 2
199 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
20 LF
12" WHITE
17.5 LF
12" WHITE
19 LF
RED CURB
20 LF
RED CURB
20 LF
RED CURB
20 LF
S
E
E
M
A
T
C
H
L
I
N
E
SE
E
MA
T
C
H
L
I
N
E
AB
O
V
E
NSEE
MATCHLINE
SHEET S11
21
.
5
'
21
.
5
'
12" WHITE
54 LF
TYPE IV ARROW
15 SQFT, Typ.
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 27B 66 LF
12" WHITE
5' O.C. 45 LF
GREENBACK SHARROW SYMBOL
PER DETAIL G, SHEET D1
36 SQFT, Typ.
DETAIL 22
211 LF
DETAIL 22
50 LF
DETAIL 2
199 LF
RED CURB
20 LF RED CURB
20 LF
BULBOUT PER
DETAIL F, SHEET D1
8" WHITE 89 LF
12" WHITE 54 LF
R16.6'R23.4'
12" WHITE
18 LF
SEE
MATCHLINE
SHEET S11
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7209
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
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PR
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C
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T
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L
E
:
DATE:
CITY SPECIFICATION NO.
0 40 80 S
HA
T
H
W
A
Y
90
%
P
L
A
N
S
F
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
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F
O
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U
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I
O
N
Attachment 3, Page 14 of 63
N
23
'
23
'
4.5'
2
2
.
5
'
DETAIL 22
63 LF
"STOP" LEGEND
22 SQFT
12" WHITE
26.5 LF
BULBOUT PER
DETAIL F, SHEET D1,
8" WHITE 67 LF
12" WHITE 38 LF
R6.5'
R63'
BULBOUT PER
DETAIL F, SHEET D1,
8" WHITE 57 LF
12" WHITE 17 LF
R
6
4
.
6
'
R
1
4
.
9
'
R
6
3
.
7
'
N
24
'
10
.
5
'
11
.
5
'
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
264 LF
DETAIL 27B
101 LF
BULBOUT PER DETAIL F, SHEET D1,
8" WHITE 46 LF, 12" WHITE 27 LF
BULBOUT PER
DETAIL F, SHEET D1,
8" WHITE 31 LF
12" WHITE 13 LF
HI-VIS CROSSWALK
92 LF
12" WHITE
31.5 LF RED CURB
252 LF
12" WHITE
21 LF
N
12" WHITE
16 LF
"STOP" LEGEND
22 SQFT
N
12" WHITE
19 LF
12" WHITE
19 LF
"STOP" LEGEND
22 SQFT
N
12" WHITE
16 LF
12" WHITE
16 LF
"STOP" LEGEND
22 SQFT
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7210
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
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:
PR
O
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C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
0 40 80 S
TA
F
T
,
B
O
N
D
90
P
L
A
N
S
)
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
T
)
O
R
C
O
N
S
T
R
U
C
T
I
O
N
AWWDFKPHQW 3 PDJH 15 RI 63
N
YELLOW TEXT
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
1
2
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
0
9
N
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
1
2
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
0
9
19
.
5
'
20
.
5
'
DETAIL 22
600 LF
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7211
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
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E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
0 40 80 S
FR
E
D
E
R
I
C
K
S
,
K
E
N
T
U
C
K
Y
90
P
L
A
N
S
)
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
T
)
O
R
C
O
N
S
T
R
U
C
T
I
O
N
AWWDFKPHQW 3 PDJH 16 RI 63
N
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
1
5
6'
10
.
5
'
9.
5
'
5.
5
'
9'
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
4
8
"SCHOOL" LEGEND
35 SQFT, Typ.DETAIL 27B
845 LF, Cont.
DETAIL 22
367 LF
DETAIL 38
319 LFDETAIL 27B
368 LF
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
1
6
SE
E
MA
T
C
H
L
I
N
E
AB
O
V
E
N
6'
10
.
5
'
11
'
4.
5
'
8.
5
'
6'
10
'
10
'
10
.
5
'
5'
3.
5
'
CHEVRON
24 SQFT, Typ.
"HUMP" LEGEND
25 SQFT, Typ.
CHEVRON
24 SQFT, Typ.
"HUMP" LEGEND
25 SQFT, Typ.
DETAIL 22
420 LF, Cont.
DETAIL 27B
420 LF, Cont.
DETAIL 27B
420 LF, Cont.
DETAIL 27B
324 LF
DETAIL 22
77 LF
DETAIL 38
324 LF
DETAIL 27B
324 LF
"SCHOOL" LEGEND
35 SQFT, Typ.
DETAIL 22
630 LF
TYPE IV ARROW
15 SQFT, Typ.DETAIL 38
60 LF
BIKE ARROW
3.5 SQFT, Typ.
BIKE RIDER
7 SQFT, Typ.
DETAIL 27B
845 LF
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7216
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
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4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
SL
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AWWDFKPHQW 3 PDJH 17 RI 63
N
SE
E
MA
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L
I
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E
BE
L
O
W
22
'
24
.
5
'
13
'
12" WHITE
22.5 LF
12" WHITE
21 LF "STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
13.5 LF
DETAIL 22
283 LF 12" WHITE
21.5 LF
12" WHITE
21 LF
DETAIL 22
775 LF
N
G
SEE
MATCHLINE
SHEET S11
"STOP" LEGEND
22 SQFT, Typ.12" WHITE
23 LF
12" WHITE
19 LF
12" WHITE
18.5 LF
12" WHITE
21 LF
SEE
MATCHLINE
SHEET S11
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
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No. C 79870
7212
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
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0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
FR
E
D
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R
I
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K
S
90
P
L
A
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S
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AWWDFKPHQW 3 PDJH 18 RI 63
SE
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MA
T
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SH
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T
S
0
9
SE
E
MA
T
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L
I
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E
BE
L
O
W
N
20
'
20
'
15'14.5'
BIKE ARROW
3.5 SQFT, Typ.
BIKE RIDER
7 SQFT, Typ.
DETAIL 39A
64 LF
BIKE BUFFER PER
DETAIL C SHEET D1
396 LF
12" WHITE
26.5 LF
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
244 LF
12" WHITE
15 LF
DETAIL 22
207 LF
SHARROW
11.5 SQFT, Typ.
INSTALL R81(CA) AND R81B(CA)
SIGNS ON (N) 12' PUNCH POST
20
'
10
.
5
'
3'
6'
SE
E
MA
T
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H
L
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AB
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N
SE
E
MA
T
C
H
L
I
N
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SH
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S
5
0
23
'
23
'
DETAIL 22
775 LF, Cont.
S
TATE OF C A L I F O R NIA
R
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GISTERED P R O F ESSIONAL E
N
G
I
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EER
C I V I L
BRI A N A . NELS
O
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No. C 79870
7213
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
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S
E
A
L
I
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2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
HA
T
H
W
A
Y
90
%
P
L
A
N
S
F
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E
V
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N
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F
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N
Attachment 3, Page 19 of 63
SEE
MATC
H
L
I
N
E
BELO
W
S
E
E
M
A
T
C
H
L
I
N
E
S
H
E
E
T
S
1
3
N
DETAIL 39A
40 LF
12" WHITE
23.5 LF
12" WHITE
33 LF
"STOP" LEGEND
22 SQFT
SHARROW
11.5 SQFT, Typ.
BIKE ARROW
3.5 SQFT, Typ.
BIKE RIDER
7 SQFT, Typ.DETAIL 27B
380 LF DETAIL 22
620 LF, Con.t
DETAIL 38
378 LF
DETAIL 27B
595 LF, Cont.
RED CURB
40 LF
6
'8.
5
'
10
'
10
'
2'
5'
8'
SE
EMA
T
C
H
L
I
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E
AB
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E
S
E
E
M
A
T
C
H
L
I
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E
S
H
E
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T
S
1
4
N
15'
14.5
'
DETAIL 22
620 LF
DETAIL 27B
595 LF
12" WHITE
12 LF
SHARROW
11.5 SQFT, Typ.
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
23 LF
DETAIL 22
62 LF
BIKE BUFFER PER
DETAIL C SHEET D1
396 LF, Cont.
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7214
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
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I
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2
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2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
HA
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W
A
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L
O
N
G
V
I
E
W
90
%
P
L
A
N
S
F
O
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R
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V
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N
L
Y
-
N
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F
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C
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S
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Attachment 3, Page 20 of 63
SE
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L
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SE
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4
N
6.
5
'
10
.
5
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10
'
5.
5
'
8.
5
'
7.
5
'
6'
12
'
10
'
5.
5
'
8'
3'
CHEVRON
24 SQFT, Typ."HUMP" LEGEND
25 SQFT, Typ.
DETAIL 22
420 LF
DETAIL 38
420 LF
DETAIL 27B
420 LF
BIKE BUFFER
PER DETAIL C
SHEET D1
374 LF
DETAIL 22
255 LF BIKE ARROW
3.5 SQFT, Typ.
BIKE RIDER
7 SQFT, Typ.
DETAIL 38
238 LFDETAIL 27B
238 LF
DETAIL 38
122 LF
DETAIL 27B
126 LF CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
40 LF (2) FLEX POSTS
SEE
MATCHLINE
SHEET S15
SE
E
MA
T
C
H
L
I
N
E
AB
O
V
E
N
8'
5'
3'
10
'
10
'
3'
5'
8.
5
'
DETAIL 39A
79 LF
DETAIL 22
68 LF
12" WHITE
28.5 LF12" WHITE
25.5 LF
12" WHITE
30.5 LF
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 39A
76 LF
BIKE BUFFER PER
DETAIL C SHEET D1
312 LFDETAIL 27B
323 LF
DETAIL 22
390 LF
BIKE ARROW
3.5 SQFT, Typ.
BIKE RIDER
7 SQFT, Typ.
BIKE BUFFER PER
DETAIL C SHEET D1
331 LF
DETAIL 27B
374 LF
DETAIL 38
42 LF
S
TATE OF C A L I F O R NIA
R
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GISTERED P R O F ESSIONAL E
N
G
I
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C I V I L
BRI A N A . NELS
O
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No. C 79870
7215
2000608
DATE
1" = 40'
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SCALE:
APPROVED BY:
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DRAWN BY:
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
SL
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90
%
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A
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O
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Attachment 3, Page 21 of 63
N
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
20 LF 12" WHITE
21 LF
12" WHITE
19.5 LF12" WHITE
17.5 LF
N
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
20 LF
12" WHITE
20.5 LF
12" WHITE
19.5 LF
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
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C I V I L
BRI A N A . NELS
O
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No. C 79870
7217
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
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0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
HA
Y
S
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M
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90
P
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A
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L
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N
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C
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S
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AWWDFKPHQW 3 PDJH 22 RI 63
SE
E
MA
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H
L
I
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SH
E
E
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S
1
9
SE
E
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SH
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S
5
1
23
.
5
'
23
.
5
'
21
'
23
'
DETAIL 2
199 LF
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT12" WHITE
22.5 LF
DETAIL 22
50 LF
DETAIL 2
199 LF
N
"DIP" LEGEND
15 SQFT, Typ.
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
21.5 LF 12" WHITE
23 LF
12" WHITE
20 LF
12" WHITE
19 LF
S
TATE OF C A L I F O R NIA
R
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GISTERED P R O F ESSIONAL E
N
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C I V I L
BRI A N A . NELS
O
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No. C 79870
7218
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
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PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
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DESIGNED BY:
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
HO
P
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L
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I
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90
%
P
L
A
N
S
F
O
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E
V
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L
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-
N
O
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F
O
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Attachment 3, Page 23 of 63
SE
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SH
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S
2
0
SE
E
MA
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C
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L
I
N
E
AB
O
V
E
N
22'
16.
5
'
DETAIL 22
50 LF
DETAIL 2
192 LF
"STOP" LEGEND
22 SQFT
DETAIL 22
618 LF
12" WHITE
25.5 LF
SE
E
MA
T
C
H
L
I
N
E
BE
L
O
W
SEE
MATC
H
L
I
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E
SHEET
S
2
0
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
1
8
N
22
'
23
'
DETAIL 22
50 LF
DETAIL 22
80 LF12" WHITE
18.5 LF
12" WHITE
17.5 LF
DETAIL 22
30 LF
"POLY" LEGEND
20 SQFT
12" WHITE
21 LF
DETAIL 2
175 LF
12" WHITE
14 LF
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
22 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7219
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
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A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
LO
O
M
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90
%
P
L
A
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S
F
O
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R
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V
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L
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-
N
O
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F
O
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C
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N
S
T
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Attachment 3, Page 24 of 63
S
E
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M
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C
H
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S
H
E
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T
S
2
1
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
1
9
N
14
.
5
'
15
.
5
'
"STOP" LEGEND
22 SQFT
DETAIL 22
117 LF
DETAIL 2
319 LF
12" WHITE
50 LF
12" WHITE
14 LF
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
1
9
N
1
1
'
10
'
9.
5
'
1
3
.
5
'
DETAIL 22
54 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
25 LF
N
17.5'18'
20
'
19
'
DETAIL 22
185 LF
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7220
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
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PR
O
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C
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
LO
O
M
I
S
,
B
U
E
N
A
V
I
S
T
A
90
%
P
L
A
N
S
F
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
T
F
O
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C
O
N
S
T
R
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I
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N
Attachment 3, Page 25 of 63
N
SE
E
MA
T
C
H
L
I
N
E
AB
O
V
E
SEE
MATCHLINE
SHEET S20
22
'
24
'
DETAIL 40, 29 LF
HI-VIS
CROSSWALK
20.5 LF
TYPE VII ARROW, 27 SQFT, Typ.
12" WHITE, 24.5 LF
6" WHITE 45°, 5' O.C.
HI-VIS CROSSWALK 13 LF
TYPE IV ARROW
15 SQFT, Typ.
DETAIL 22, 38 LF
"CLEAR" LEGEND, 27 SQFT, Typ.
"KEEP" LEGEND, 24 SQFT, Typ.DETAIL 41, 29 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
35 LF
CROSSWALK
39 LF
12" WHITE
31 LF
DETAIL 38
30 LF
REMOVE (E) R1-2, REPLACE WITH (N) R1-1
DETAIL 22
50 LF
DETAIL 22
177 LF
SE
E
MA
T
C
H
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I
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E
SH
E
E
T
S
5
3
SE
E
MA
T
C
H
L
I
N
E
BE
L
O
W
N
23
.
5
'
23
'
23
.
5
'
22
'
DETAIL 2
199 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
DETAIL 2
199 LF
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
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No. C 79870
7221
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
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PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
GA
R
F
I
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90
P
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A
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S
)
O
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V
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W
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-
N
O
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)
O
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C
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S
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AWWDFKPHQW 3 PDJH 26 RI 63
S
E
E
M
A
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C
H
L
I
N
E
R
I
G
H
T
N
12.5'11.5'12'12'
11
'
12
'
12
.
5
'
10
'
DETAIL 27B
586 LF
DETAIL 22
569 LF
DETAIL 27B
548 LF
9.
5
'
1
1
'
1
0
.
5
'
9.
5
'
N
12" WHITE
15.5 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
23.5 LF
SE
E
MA
T
C
H
L
I
N
E
LE
F
T
N
12" WHITE
19.5 LF
12" WHITE
18 LF
"STOP" LEGEND
22 SQFT, Typ.
N
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
20.5 LF
12" WHITE
23.5 LF
N
RED CURB
20 LF
RED CURB
20 LF
RED CURB
20 LF
RED CURB
20 LF
12" WHITE
20 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
20 LF
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7222
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
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2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
GR
O
V
E
,
P
H
I
L
L
I
P
S
90
%
P
L
A
N
S
F
O
R
R
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V
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W
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N
L
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
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T
I
O
N
Attachment 3, Page 27 of 63
SE
E
MA
T
C
H
L
I
N
E
AB
O
V
E
N
20
'
18
.
5
'
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
18 LF
12" WHITE
28 LF, 45° 5' O.C.
DETAIL 27B
30 LF
12" WHITE
15 LF
DETAIL 22
292 LF
DETAIL 22 MODIFIED
PER DETAIL H, SHEET D1
50 LF
G
SE
E
MA
T
C
H
L
I
N
E
BE
L
O
W
N
20.5'20'
21
.
5
'
18
.
5
'
21'19.5'
SEE
MATCHLINE
SHEET S24
"STOP" LEGEND
22 SQFT
12" WHITE
19 LF
DETAIL 22
50 LF
12" WHITE
18 LF
DETAIL 22
427 LFDETAIL 38
98 LF
TYPE IV ARROW
15 SQFT, Typ.
TYPE VII ARROW
27 SQFT, Typ.
12" WHITE
32 LF
HI-VIS CROSSWALK
65 LF
BIKE LOOP SYMBOL
2 SQFT
DETAIL 41
36 LF
INSTALL (N) "TORO GREENWAY"
SIGN PER DETAIL I, SHEET D1 ON
(N) PUNCH POST
GREENWAY SYMBOL PER
DETAIL J, SHEET D1
45.5 SQFT
(N) SPEED HUMP
(TYPE 1) PER CITY
STD 7320
"HUMP" LEGEND
25 SQFT, Typ.
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
RED CURB
87 LF
RED CURB
60 LF
RED CURB
76 LF
NOTE: USE CAUTION WHEN
REMOVING (E) STRIPING TO
PROTECT IN PLACE (E) TRAFFIC
SIGNAL LOOP DETECTORS
7223
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
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C
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:
DATE:
CITY SPECIFICATION NO.
0 40 80 S
WA
L
N
U
T
,
T
O
R
O
90
%
P
L
A
N
S
F
O
R
R
E
V
I
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W
O
N
L
Y
-
N
O
T
F
O
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C
O
N
S
T
R
U
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T
I
O
N
Attachment 3, Page 28 of 63
N
12" WHITE
15 LF
"STOP" LEGEND
22 SQFT, Typ.
BULBOUT PER
DETAIL F, SHEET D1
DETAIL 27B
79 LF (E) AC BERM
(N) AC BERM PER
DETAIL ???
(N) AC BERM PER
DETAIL ???
(N) AC BERM PER
DETAIL ???
G
N
20
'
20
'
21'19.5'
20
'
20
.
5
'
SEE
MATCHLINE
SHEET S23
DETAIL 22
50 LF
DETAIL 22
50 LF
CROSSWALK
37 LF
HI-VIS CROSSWALK
37 LF
DETAIL 22
50 LFDETAIL 2
271 LF
DETAIL 22
76 LF
12" WHITE
19.5 LF
HI-VIS CROSSWALK
39 LF
RED CURB
22 LF
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
2
5
N
12" WHITE
19.5 LF
"STOP" LEGEND
22 SQFT
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7224
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
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W
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S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
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C
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
PE
A
C
H
90
P
L
A
N
S
)
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
T
)
O
R
C
O
N
S
T
R
U
C
T
I
O
N
AWWDFKPHQW 3 PDJH 29 RI 63
S
E
E
M
A
T
C
H
L
I
N
E
S
H
E
E
T
S
2
4
SE
EMA
T
C
H
L
I
N
E
SH
E
E
T
S
5
8
"STOP" LEGEND
22 SQFT
12" WHITE
26 LFTYPE I 10' ARROW
14 SQFT, TypTYPE I 10' ARROW
14 SQFT, Typ
N
12" WHITE
18 LF
12" WHITE
19 LF
"STOP" LEGEND 22 SQFT, Typ.
DETAIL 27B, 49 LF
12" WHITE, 34 LF, 10' O.C.DETAIL 27B, 48 LF
12" WHITE, 35 LF, 10' O.C.
DETAIL 27B, 50 LF
12" WHITE, 34 LF, 10' O.C.
DETAIL 27B, 53 LF
12" WHITE, 37 LF, 10' O.C.
GREENWAY SYMBOL PER
DETAIL J, SHEET D1
45.5 SQFT
REMOVE EXISTING "BIKE MAY USE FULL LANE"
SIGN AND REPLACE WITH "TORO GREENWAY"
SIGN PER DETAIL I, SHEET D1 ON SAME POST
REMOVE EXISTING "BIKE MAY USE FULL
LANE" SIGN AND REPLACE WITH "TORO
GREENWAY" PER DETAIL I, SHEET D1
SIGN ON SAME POST
DETAIL 22, 71 LF
DETAIL 24, 10.5 LF, 4' O.C.DETAIL 27B
7 LF
DETAIL 22, 71 LF
DETAIL 24, 10.5 LF, 4' O.C.
DETAIL 27B
7 LF
DETAIL 24, 47 LF, 4' O.C.
DETAIL 24
47 LF
4' O.C.
4" YELLOW STRIPE WITH (10) TYPE D
TWO-WAY RETROREFLECTIVE MARKERS
18' DIAMETER CIRCLE
INSTALL (8) 6" PEXCO CITY POST, EAC MOUNT,
YELLOW POST W/ 2 YELLOW WRAPS
INSTALL PUNCH POST WITH SURFACE MOUNTED BASE IN
CENTER OF CIRCLE. INSTALL 4 OM1-3 OBJECT MARKERS
ON POST, ONE FACING EACH DIRECTION PER DETAIL X,
SHEET D2
12'12'
12'12'
12'12'
12'12'
INSTALL R6-5P SIGN ON (N) 12' PUNCH POST
INSTALL R6-5P SIGN ON (N) 12' PUNCH POST
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
3
1
19
.
5
'
20
.
5
'
12" WHITE
19.5 LF
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT, Typ.
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7225
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
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E
:
PR
O
J
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C
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T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
0 40 80 S
PE
A
C
H
90
%
P
L
A
N
S
F
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Attachment 3, Page 30 of 63
N
SEE
MATCHLINE
SHEET S27
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
2
7
28
'
28
.
5
'
28
'
27
.
5
'
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
17.5 LF
12" WHITE
18 LF
DETAIL 22
50 LFDETAIL 2
247 LF
DETAIL 22
50 LF
SE
E
MA
T
C
H
L
I
N
E
BE
L
O
W
N
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
26 LF
DETAIL 22
50 LF
12" WHITE
17.5 LF
DETAIL 22
50 LF RED CURB
20 LF
RED CURB
40 LF
RED CURB
20 LF
RED CURB
20 LF
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7226
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
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T
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E
:
PR
O
J
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C
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T
L
E
:
DATE:
CITY SPECIFICATION NO.
0 40 80 S
PA
L
M
90
P
L
A
N
S
)
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
T
)
O
R
C
O
N
S
T
R
U
C
T
I
O
N
AWWDFKPHQW 3 PDJH 31 RI 63
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
2
6
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
5
5
N
27
.
5
'
28
'
DETAIL 2
607 LF
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
2
6
N
"STOP" LEGEND
22 SQFT
12" WHITE
17 LF
RED CURB 20 LF
RED CURB 20 LF
N
12" WHITE
14.5 LF
"STOP" LEGEND
22 SQFT
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7227
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
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E
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PR
O
J
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C
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T
I
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E
:
DATE:
CITY SPECIFICATION NO.
0 40 80 S
PA
L
M
90
%
P
L
A
N
S
F
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Attachment 3, Page 32 of 63
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
2
9
N
19
'
21
.
5
'
GREENBACK SHARROW SYMBOL
PER DETAIL G, SHEET D1
36 SQFT, Typ.
DETAIL 2
511 LF
DETAIL 29
130 LF
YELLOW HI-VIS
CROSSWALK
48 LF
12" WHITE
24 LF
"STOP" LEGEND
22 SQFT, Typ.
TYPE IV ARROW
15 SQFT, Typ.
DETAIL 38
50 LF
YELLOW HI-VIS
CROSSWALK
52 LF
YELLOW HI-VIS
CROSSWALK
45 LF
SE
E MA
T
C
H
L
I
N
E
SH
E
E
T
S
5
5
N
ADA MARKING
23 SQFT, Typ.
DETAIL 22
17 LF
12" WHITE
11.5 LF 4" BLUE
3' O.C.
4" WHITE
3' O.C.4" WHITE, Typ.
BIKE LOOP
2 SQFT, Typ.
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7228
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
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T
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E
:
PR
O
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C
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:
DATE:
CITY SPECIFICATION NO.
0 40 80 S
AN
D
R
E
W
S
,
S
A
N
L
U
I
S
90
%
P
L
A
N
S
F
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Attachment 3, Page 33 of 63
N
G
"STOP" LEGEND
22 SQFT
12" WHITE
17 LF
INSTALL R1-1
SIGN ON (N) 12'
PUNCH POST
12" WHITE
17 LF
INSTALL R1-1
SIGN ON (N) 12'
PUNCH POST
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
2
8
N
20
'
20
.
5
'
GREENBACK SHARROW SYMBOL
PER DETAIL G, SHEET D1
36 SQFT, Typ.
DETAIL 22
50 LF
DETAIL 22
50 LF
8'12.5'12.5'8'
8'
12
.
5
'
20
.
5
'
8'
12
'
BULBOUT PER DETAIL F, SHEET D1
8" WHITE 143 LF
12" WHITE 115 LF
BULBOUT PER DETAIL F, SHEET D1
8" WHITE 133 LF
12" WHITE 107 LF
INSTALL R1-1 SIGN ON (N) 12' PUNCH POST
12" WHITE
17.5 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
27 LF
GREENBACK SHARROW SYMBOL
PER DETAIL G, SHEET D1
36 SQFT, Typ.
RED CURB
67 LFRED CURB
81 LF
RED CURB
85 LF
RED CURB
60 LF
INSTALL R1-1 SIGN
ABOVE R1-3p ON (N)
12' PUNCH POST
INSTALL R1-1 SIGN
ABOVE R1-3p ON (N)
12' PUNCH POST
TURN SHARROW PER
DETAIL?
INSTALL R1-3p
BELOW (E) R1-1
INSTALL R1-3p
BELOW (E) R1-1
12" WHITE
17 LF
12" WHITE
17 LF
N
12" WHITE
17.5 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
17 LF
INSTALL (N) R1-1 ON
(N) 12" PUNCH POST
INSTALL (N) R1-1 ON
(N) 12" PUNCH POST
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7229
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
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T
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E
:
PR
O
J
E
C
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T
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E
:
DATE:
CITY SPECIFICATION NO.
0 40 80 S
SA
N
L
U
I
S
D
R
I
V
E
,
A
N
D
R
E
W
S
90
P
L
A
N
S
)
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
T
)
O
R
C
O
N
S
T
R
U
C
T
I
O
N
AWWDFKPHQW 3 PDJH 34 RI 63
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
3
1
SE
E
MA
T
C
H
L
I
N
E
AB
O
V
E
N
HI-VIS CROSSWALK
41 LF
12" WHITE
18 LF
"STOP" LEGEND
22 SQFT
SHARROW
11.5 SQFT, Typ.
CASE 1 BIKE LANE PER DETAIL D, SHEET D1
25 LF
S
E
E
M
A
T
C
H
L
I
N
E
B
E
L
O
W
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
5
6
N
"STOP" LEGEND
22 SQFT
12" WHITE
18 LF
SHARROW
11.5 SQFT, Typ.
BIKE BUFFER PER DETAIL C
SHEET D1, 25 LF
WITH (3) WHITE PEXCO CITY
POST W/ EAC MOUNT PER
GENERAL NOTES
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
25 LF
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7230
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
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PR
O
J
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C
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T
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E
:
DATE:
CITY SPECIFICATION NO.
0 40 80 S
PE
P
P
E
R
90
%
P
L
A
N
S
F
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
T
F
O
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C
O
N
S
T
R
U
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T
I
O
N
Attachment 3, Page 35 of 63
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
2
5
N
20
'
20
'20
'
20
.
5
'
HI-VIS CROSSWALK
37.5 LF
12" WHITE
24.5 LF
DETAIL 38
40 LF
DETAIL 22
339 LF
12" WHITE
17.5 LF
HI-VIS CROSSWALK
37 LF
HI-VIS CROSSWALK
37 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
17.5 LF
DETAIL 22
50 LF
DETAIL 2
175 LF
BIKE LOOP
2 SQFT, Typ.
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
3
0
N
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
17.5 LF
12" WHITE
19.5 LF
RED CURB
45 LF
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7231
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
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T
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:
PR
O
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C
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E
:
DATE:
CITY SPECIFICATION NO.
0 40 80 S
PE
E
P
E
R
,
P
A
L
M
90
%
P
L
A
N
S
F
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Attachment 3, Page 36 of 63
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
3
3
SE
E
MA
T
C
H
L
I
N
E
AB
O
V
E
N
DETAIL 22
264 LF
12" WHITE
20.5 LF
DETAIL 22
213 LF
12" WHITE
19.5 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
20 LF
GREENWAY SYMBOL PER
DETAIL J, SHEET D1
45.5 SQFT
BIKE BUFFER PER DETAIL C SHEET D1, 25 LF
WITH (3) WHITE PEXCO CITY POST W/ EAC
MOUNT PER GENERAL NOTES
PARKING "T"s PER
CITY STD 7410, Typ.
RED CURB
40 LFCASE 1 BIKE LANE PER DETAIL D, SHEET D1
25 LF
GREENBACK SHARROW
40 SQFT, Typ.
INSTALL FLOURESCENT YELLOW/GREEN
PED/BIKE CROSSING SIGNS (W11-15) ON
(N) 12' PUNCH POST
INSTALL FLOURESCENT YELLOW/GREEN
PED/BIKE CROSSING SIGNS (W11-15) ON
(N) 12' PUNCH POST
N
SE
E
MA
T
C
H
L
I
N
E
BE
L
O
W
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
18 LF
12" WHITE
20 LF HI-VIS CROSSWALK
46 LF
HI-VIS CROSSWALK
46 LF
12" WHITE
18 LF
DETAIL 22
50 LF
GREENWAY SYMBOL PER
DETAIL J, SHEET D1
45.5 SQFT
DETAIL 22
50 LF DETAIL 22
50 LF BIKE BUFFER PER DETAIL C SHEET D1, 25 LF
WITH (3) WHITE PEXCO CITY POST W/ EAC
MOUNT PER GENERAL NOTES
PARKING "T"s PER CITY STD 7410, Typ.
CASE 1 BIKE LANE PER DETAIL D, SHEET D1
25 LF
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
3
2
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BR IA N A . NELS
O
N
No. C 79870
7232
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
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T
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:
PR
O
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E
:
DATE:
CITY SPECIFICATION NO.
0 40 80 S
TO
R
O
90
%
P
L
A
N
S
F
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Attachment 3, Page 37 of 63
N
DETAIL 22
50 LF
12" WHITE
15.5 LF
"STOP" LEGEND
22 SQFT
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
3
4
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
3
2
N
DETAIL 22
642 LF12" WHITE
19.5 LF
12" WHITE
20.5 LF
"STOP" LEGEND
22 SQFT, Typ.
GREENWAY SYMBOL PER
DETAIL J, SHEET D1
45.5 SQFT
INSTALL FLUORESCENT
YELLOW/GREEN (N) W11-15
SIGN ON (N) 12' PUNCH POST
INSTALL FLUORESCENT
YELLOW/GREEN (N) W11-15
SIGN ON (N) 12' PUNCH POST
REMOVE EXISTING "BIKE MAY USE
FULL LANE" SIGN AND REPLACE
WITH "TORO GREENWAY" SIGN PER
DETAIL I, SHEET D1 ON SAME POST
REMOVE EXISTING "BIKE MAY USE FULL
LANE" SIGN AND REPLACE WITH "TORO
GREENWAY" SIGN PER DETAIL I, SHEET
D1 ON SAME POST
BIKE BUFFER PER DETAIL C SHEET D1, 25 LF
WITH (3) WHITE PEXCO CITY POST W/ EAC
MOUNT PER GENERAL NOTES
BIKE BUFFER PER DETAIL C
SHEET D1, 25 LF
WITH (3) WHITE PEXCO CITY
POST W/ EAC MOUNT PER
GENERAL NOTES
FURNISH AND INSTALL RECTANGULAR RAPID FLASHING BEACON
(RRFB) SYSTEM (CARMANAH R920-F OR APPROVED EQUAL),
PEDESTRIAN PUSH BUTTON AND SOLAR KIT ON 16' PUNCH POST.
INSTALL FLUORESCENT YELLOW/GREEN PEDESTRIAN CROSSING
SIGN (W11-15 AND W16-7P) ON BOTH SIDES OF RRBF, Typ.
RED CURB
20 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
25 LF
CASE 1 BIKE LANE PER DETAIL D, SHEET D1
25 LF
CASE 3 BIKE
LANE PER DETAIL
D, SHEET D1
57 LF
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1
57 LF
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7233
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
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.
0 40 80 S
TO
R
O
,
P
A
C
I
F
I
C
90
P
L
A
N
S
)
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
T
)
O
R
C
O
N
S
T
R
U
C
T
I
O
N
AWWDFKPHQW 3 PDJH 38 RI 63
N
"STOP" LEGEND
22 SQFT
12" WHITE
18.5 LF
N
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
SH
E
E
T
S
3
3
(E) BRIDGE 12" WHITE
18 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
19 LF
DETAIL 22
642 LF, Cont.
DETAIL 22
50 LF
GREENWAY SYMBOL PER
DETAIL J, SHEET D1
45.5 SQFT
INSTALL FLUORESCENT
YELLOW/GREEN (N) W11-15 AND
W16-7P SIGNS ON (N) 12' PUNCH
POST
REMOVE EXISTING "BIKE MAY USE FULL LANE"
SIGN AND REPLACE WITH "TORO GREENWAY"
SIGN PER DETAIL I, SHEET D1 ON SAME POST
SEE
MATCHLINE
BIKE ARROW 3.5 SQFT, Typ.
BIKE RIDER 7 SQFT, Typ.
N
"STOP" LEGEND
22 SQFT
12" WHITE
18.5 LF
DETAIL 22
50 LF
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7234
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
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.
0 40 80 S
TO
R
O
,
P
A
C
I
F
I
C
,
P
I
S
M
O
90
P
L
A
N
S
)
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
T
)
O
R
C
O
N
S
T
R
U
C
T
I
O
N
AWWDFKPHQW 3 PDJH 39 RI 63
SEE
MATCHLINE
ABOVE
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
3
7
SEE
MATCHLINE
SHEET S37
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
3
4
N
"STOP" LEGEND
22 SQFT
12" WHITE
47.5 LF
DETAIL 22
50 LF
GREENWAY SYMBOL PER
DETAIL J, SHEET D1
45.5 SQFT
INSTALL (N) "ISLAY GREENWAY" SIGN PER DETAIL I, SHEET
D1 AND W16-7P (right) SIGN ON (N) 12" PUNCH POST
INSTALL (N) "TORO GREENWAY"
SIGN PER DETAIL I, SHEET D1 ON
(N) 12" PUNCH POST
BULBOUT PER DETAIL F, SHEET D1
8" WHITE 36 LF
12" WHITE 48 LF
DETAIL 22
46 LF
SEE
MATCHLINE
SE
E
MA
T
C
H
L
I
N
E
BE
L
O
W
N
CHEVRON
24 SQFT, Typ.
"STOP" LEGEND
22 SQFT
12" WHITE
18.5 LF
HI-VIS
CROSSWALK
18 LF
HI-VIS
CROSSWALK
14.5 LF
DETAIL 22
111 LF
DETAIL 27B
81 LF
DETAIL 27B
334 LF
DETAIL 27B
194 LF
DETAIL 2
79 LF
"HUMP" LEGEND
26 SQFT, Typ.
DETAIL 22
45 LF
MATCH (E)
(E) SPEED HUMP
REMOVE AND
REPLACE
TRUNCATED
DOMES
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7235
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
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L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
0 40 80 S
BU
C
H
O
N
,
T
O
R
O
90
%
P
L
A
N
S
F
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Attachment 3, Page 40 of 63
HI-VIS CROSSWALK
31 LF
"STOP" LEGEND
22 SQFT, Typ.
TYPE VII ARROW
27 SQFT
TYPE IV ARROW
15 SQFT, Typ.
DETAIL 39A
52 LF
DETAIL 39A
52 LF
DETAIL 27B
583 LF
DETAIL 27B
455 LF DETAIL 27B
455 LF
CHEVRON
24 SQFT
BIKE ARROW 3.5 SQFT, Typ.
BIKE RIDER 7 SQFT, Typ.
SE
E
MA
T
C
H
L
I
N
E
HI-VIS CROSSWALK
35 LF
"STOP" LEGEND
22 SQFT
DETAIL 22
50 LF
DETAIL 27B
583 LF
DETAIL 2
487 LF
DETAIL 27B
603 LF
SE
E
MA
T
C
H
L
I
N
E
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7235
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
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.
0 40 80 S
PI
S
M
O
,
B
U
C
H
O
N
90
%
P
L
A
N
S
F
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Attachment 3, Page 41 of 63
N
S
E
E
M
A
T
C
H
L
I
N
E
S
H
E
E
T
S
3
6
DETAIL 22
190 LF
S
E
E
M
A
T
C
H
L
I
N
E
S
H
E
E
T
S
3
6
N
12" WHITE
19 LF
"STOP" LEGEND
22 SQFT
GREENWAY SYMBOL PER
DETAIL J, SHEET D1
45.5 SQFT
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7236
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
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.
0 40 80 S
IS
L
A
Y
,
L
E
F
F
90
P
L
A
N
S
)
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
T
)
O
R
C
O
N
S
T
R
U
C
T
I
O
N
AWWDFKPHQW 3 PDJH 42 RI 63
G
SEE
MATCHLINE
ABOVE N
DETAIL 22
291 LF
DETAIL 38
29 LF
TYPE IV ARROW
15 SQFT, Typ.
CROSSWALK
40 LF
N
12" WHITE
19 LF
"STOP" LEGEND
22 SQFT
SEE
MATCHLINE
BELOW
N
TYPE I 10' ARROW
14 SQFT, Typ.
"ONLY" LEGEND
22 SQFT, Typ.
TYPE IV ARROW
15 SQFT, Typ.
N
17
.
5
'
18
'
"STOP" LEGEND
22 SQFT
12" WHITE
8.5 LF
DETAIL 22
55 LF
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7237
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
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.
0 40 80 S
LI
Z
Z
I
E
90
P
L
A
N
S
)
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
T
)
O
R
C
O
N
S
T
R
U
C
T
I
O
N
AWWDFKPHQW 3 PDJH 43 RI 63
N
17
'
17
'
12" WHITE
11 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
17 LF
DETAIL 22
89 LF
N
17.5'17'
17'17.5'
TYPE IV ARROW
15 SQFT, Typ.
"ONLY" LEGEND
22 SQFT, Typ.DETAIL 22
50 LF
DETAIL 27B
33 LF
DETAIL 27B
26 LF
DETAIL 22
50 LFTYPE VII
27 SQFT, Typ.
DETAIL 27B
11 LF
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
8.5 LF
BIKE ARROW 3.5 SQFT, Typ.
BIKE RIDER 7 SQFT, Typ.
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7238
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
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.
0 40 80 S
IR
I
S
,
W
O
O
D
L
A
N
D
90
P
L
A
N
S
)
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
T
)
O
R
C
O
N
S
T
R
U
C
T
I
O
N
AWWDFKPHQW 3 PDJH 44 RI 63
N
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT
12" WHITE
8.5 LF
N
21
'
9'
10
'
"STOP" LEGEND
22 SQFT
CROSSWALK
37 LF
DETAIL 22
57 LF
DETAIL 388
57 LF
TYPE IV ARROW
15 SQFT, Typ.
TYPE VII ARROW
27 SQFT, Typ.
12" WHITE
19 LF
DETAIL 22
50 LF
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7239
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
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.
0 40 80 S
EL
L
A
,
F
I
X
L
I
N
I
90
P
L
A
N
S
)
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
T
)
O
R
C
O
N
S
T
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C
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I
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AWWDFKPHQW 3 PDJH 45 RI 63
SE
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MA
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I
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AB
O
V
E
SE
E
MA
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I
N
E
SH
E
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S
4
2
N
18
'
18
'
18
.
5
'
21
'
DETAIL 2
247 LF
12" WHITE
21 LF 12" WHITE
25.5 LF DETAIL 22
50 LFDETAIL 22
50 LF
DETAIL 2
607 LF, Cont.
SHARROW
11.5 SQFT, Typ.
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
15 LF
RED CURB
20 LF FROM E.O.C.
Typ. THIS INTERSECTION
SE
E
MA
T
C
H
L
I
N
E
BE
L
O
W
N
18
.
5
'
17
.
5
'
GREENBACK SHARROW SYMBOL
PER DETAIL G, SHEET D1
36 SQFT, Typ."STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
50 LF
12" WHITE
15 LF
YELLOW HI-VIS
CROSSWALK
30 LF
12" WHITE
17 LF
RED CURB
20 LF FROM E.O.C.
Typ. THIS INTERSECTION
YELLOW HI-VIS
CROSSWALK
40 LF
DETAIL 2
607 LF
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED CUSHION
PER DETAIL Y,
SHEET D0
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
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No. C 79870
7240
2000608
DATE
1" = 40'
BN
WBH
KH
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RO
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2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
HI
G
H
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A
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90
%
P
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A
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S
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V
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W
O
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N
O
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Attachment 3, Page 46 of 63
SE
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AB
O
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E
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E
MA
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L
I
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SH
E
E
T
S
4
3
N
20
'
20
.
5
'
20
'
20
.
5
'
DETAIL 2
343 LF
12" WHITE
18.5 LF
YELLOW HI-VIS
CROSSWALK
47 LF
12" WHITE
32.5 LF
12" WHITE
18 LF
DETAIL 2
151 LF DETAIL 22
50 LF
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT, Typ.
SHARROW
11.5 SQFT, Typ.
SE
E
MA
T
C
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L
I
N
E
SH
E
E
T
S
4
1
SE
E
MA
T
C
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I
N
E
BE
L
O
W
N
21
'
20
'
12" WHITE
16.5 LF
12" WHITE
14 LF
DETAIL 2
103 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT, Typ.
RED CURB
20 LF FROM E.O.C.
Typ. THIS INTERSECTION RED CURB
20 LF FROM E.O.C.
Typ. THIS INTERSECTION
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
SHARROW
11.5 SQFT, Typ.
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED CUSHION
PER DETAIL Y,
SHEET D0
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BR IA N A . NELS
O
N
No. C 79870
7241
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
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A
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I
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2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
HI
G
H
L
A
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90
%
P
L
A
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S
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V
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O
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N
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Attachment 3, Page 47 of 63
SE
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4
2
N
19
.
5
'
21
'
1
3
.
5
'
1
9
.
5
'
6
'
2
'
DETAIL 29
79 LF
DETAIL 2
79 LF
DETAIL 22
50 LF DETAIL 22
50 LF
SHARROW
11.5 SQFT, Typ.
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
"HUMP" LEGEND
25 SQFT, Typ.
INSTALL (N) 12" PUNCH POST
WITH MODIFIED R61-36(CA) SIGN
WITH A LEFT / THRU-LEFT /
THRU-RIGHT CONFIGURATION
RED CURB
224 LF
BIKE BUFFER PER
DETAIL C SHEET D1
221 LF
INSTALL (N) 12" PUNCH POST
WITH (N) R7-9 SIGN
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1
85 LF(N) SPEED CUSHION
PER DETAIL Y,
SHEET D0
DETAIL 39A
88 LF
BIKE ARROW
3.5 SQFT, Typ.
BIKE RIDER
7 SQFT, Typ.
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7242
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
HI
G
H
L
A
N
D
90
%
P
L
A
N
S
F
O
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R
E
V
I
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W
O
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L
Y
-
N
O
T
F
O
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C
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I
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Attachment 3, Page 48 of 63
SE
E
MA
T
C
H
L
I
N
E
AB
O
V
E
N
CROSSWALK
37 LF
12" WHITE
18.5 LF"STOP" LEGEND
22 SQFT "AHEAD" LEGEND
31 SQFT
DETAIL 22
376 LF
DETAIL 27B
366 LF
DETAIL 27B
687 LF, Cont.
BIKE ARROW
3.5 SQFT, Typ.
BIKE RIDER
7 SQFT, Typ.
7.
5
'
10
'
10
'
5'
7.
5
'
S
E
E
M
A
T
C
H
L
I
N
E
B
E
L
O
W
SEE
MATCHLINE
SHEET S46
N
DETAIL 22
268 LFDETAIL 27B
687 LF
DETAIL 27B
259 LF
SHARROW
11.5 SQFT
12" WHITE
19 LF
CROSSWALK
19 LF
12" WHITE
18 LF
CROSSWALK
29 LF
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BR IA N A . NELS
O
N
No. C 79870
7243
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
CH
O
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R
O
90
%
P
L
A
N
S
F
O
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O
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N
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Attachment 3, Page 49 of 63
SE
E
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T
C
H
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I
N
E
SH
E
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S
4
5
N
12" WHITE
18 LF
"STOP" LEGEND
22 SQFT
GREENBACK
SHARROW
40 SQFT, Typ.
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7244
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
MU
R
R
A
Y
90
%
P
L
A
N
S
F
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
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F
O
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C
O
N
S
T
R
U
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I
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N
Attachment 3, Page 50 of 63
SE
E
MA
T
C
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I
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E
SH
E
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T
S
4
7
SE
E
MA
T
C
H
L
I
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E
AB
O
V
E
N
DETAIL 22
350 LF
12" WHITE
16 LF"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
15 LF
SHARROW SYMBOL
11.5 SQFT, Typ.
DETAIL 22
825 LF, Cont.
(N) SPEED CUSHION
PER DETAIL Y,
SHEET D0
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED CUSHION
PER DETAIL Y,
SHEET D0
"HUMP" LEGEND
25 SQFT, Typ.
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
S
E
E
M
A
T
C
H
L
I
N
E
B
E
L
O
W
N
SHARROW SYMBOL
11.5 SQFT, Typ.DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT
12" WHITE
17 LF
(N) SPEED CUSHION
PER DETAIL Y,
SHEET D0
"HUMP" LEGEND
25 SQFT, Typ.
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7245
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
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PR
O
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C
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E
:
DATE:
CITY SPECIFICATION NO.
0 40 80 S
BR
O
A
D
90
%
P
L
A
N
S
F
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
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F
O
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C
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S
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Attachment 3, Page 51 of 63
SE
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I
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AB
O
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N
DETAIL 22
247 LF
SE
E
MA
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L
I
N
E
BE
L
O
W
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
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S
4
6
N
DETAIL 22
279 LF
SHARROW SYMBOL
11.5 SQFT, Typ.
(N) SPEED CUSHION
PER DETAIL Y,
SHEET D0
"HUMP" LEGEND
25 SQFT, Typ.
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7246
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
BR
O
A
D
90
%
P
L
A
N
S
F
O
R
R
E
V
I
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W
O
N
L
Y
-
N
O
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F
O
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C
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Attachment 3, Page 52 of 63
165' SHIFT TAPER
8' @ 35 MPH
HO
P
E
ST
R
E
E
T
FR
E
D
E
R
I
C
K
S
ST
R
E
E
T
LO
O
M
I
S
ST
R
E
E
T
HW
Y
1
0
1
NB
R
A
M
P
AB
B
O
T
T
S
T
R
E
E
T
WI
L
S
O
N
ST
R
E
E
T
GA
R
F
I
E
L
D
ST
R
E
E
T
WHITE FLEX
POST (5)
YELLOW FLEX POST (3)
HW
Y
1
0
1
SB
HW
Y
1
0
1
NB
WHITE FLEX
POST (8)
BUS STOP
FH
FH
FH
FH
RAISED CONCRETE
BIKE MEDIAN
DETAIL B
RAISED CONCRETE
BIKE MEDIAN
DETAIL B
RAISED CONCRETE
BIKE MEDIAN
DETAIL BZICLA ZEBRA 9 (7)
ZICLA ZEBRA 9 (5)
RAISED CONCRETE
EDGE ISLAND MEDIAN
DETAIL CRED CURB RED CURB RED CURB
RED CURB
25'
HIGH-VISIBILITY
YELLOW X-WALK
YELLOW FLEX
POST (8)RAISED CONCRETE
BIKE MEDIAN
DETAIL B
FLEX POST (3)
MAINTAIN 4'
SHOULDER
BUS STOP
FLEX POST (3)
SIGNALIZED
INTERSECTION
RED CURB
RED CURBRED CURB
RED CURB
RED CURB
RED CURBRED CURB
RED CURB
RED CURB
10
'
5'
PROTECT IN-PLACE
EX LOOPS (7)
ABANDON EX
LOOPS (4)
ZICLA ZEBRA 9 (4)
INSTALL R3-5(R) ON
EXISTING POST
PROTECT IN-PLACE
EX LOOPS (4)
ABANDON EX
LOOPS (4)
Cal
Pol
y
Cal
Pol
y
50'
SL
A
C
K
S
T
R
E
E
T
HA
Y
S
S
T
R
E
E
T
Mc
C
O
L
L
U
M
ST
R
E
E
T
RAISED CONCRETE
BIKE MEDIAN
DETAIL B RELOCATED
BUS STOP SIGN
FH FHRAISED CONCRETE
BIKE MEDIAN
DETAIL B
RAISED CONCRETE
BIKE MEDIAN
DETAIL B
RAISED CONCRETE
BIKE MEDIAN
DETAIL B
RAISED CONCRETE
BIKE MEDIAN
DETAIL BZICLA ZEBRA 9 (10)
ZICLA ZEBRA 9 (9)
RAISED CONCRETE
BIKE MEDIAN
DETAIL B
RAISED CONCRETE
EDGE ISLAND MEDIAN
DETAIL C
RAISED CONCRETE
CENTER MEDIAN
DETAIL A1
HIGH-VISIBILITY
YELLOW X-WALK
HIGH-VISIBILITY
YELLOW X-WALK
RED CURB
ZICLA ZEBRA 9 (2)ZICLA ZEBRA 9 (6)
25'
RED CURB RED CURB
ZICLA ZEBRA 9 (2)
ZICLA ZEBRA 9 (2)
BUS STOP
YELLOW FLEX POST (7)
RED CURB
RED CURB
RED CURB
RED CURB
10
'
21
'
5'
RELOCATE EX
BUS STOP SIGN
RED CURB
RAISED CONCRETE
CENTER MEDIAN
DETAIL A2
RAISED CONCRETE
CENTER MEDIAN
DETAIL A3
INSTALL R6-1(R) ON
NEW POST
YELLOW FLEX
POST (12)
GRIND/FOG-SEAL
CONFLICTING STRIPING
ALONG SLACK
GRIND/FOG-SEAL
CONFLICTING STRIPING
ALONG GRAND, NORTH
OF SLACK INSTALL W11-2/W16-9P
SIGNS ON NEW POST
INSTALL W11-2/W16-9P
SIGNS ON NEW POST
INSTALL R1-5
SIGN ON
NEW POST
INSTALL R1-5
SIGN ON
NEW POST
INSTALL RRFB SYSTEM
WITH W11-2/W16-7P SIGNS
INSTALL RRFB SYSTEM
WITH W11-2/W16-7P SIGNSINSTALL RRFB SYSTEM
WITH W11-2/W16-7P SIGNS
(BACK-TO-BACK)
RED CURB
CITY SPECIFICATION NO.
DATE:
PR
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of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
JDS
JDS
LS
LS
1" = 40'
FEB 2024
2000608
Y
APPROVED: [Mo Day, Yr]
2
MA
T
C
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S
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3
MA
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B
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A
B
O
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RO
A
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W
A
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S
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A
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I
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2
0
2
4
GR
A
N
D
90
%
P
L
A
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S
F
O
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V
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W
O
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L
Y
-
N
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F
O
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C
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Attachment 3, Page 53 of 63
GAR
F
I
E
L
D
STR
E
E
T
MI
L
L
S
T
R
E
E
T
PA
L
M
S
T
R
E
E
T
M
O
N
T
E
R
E
Y
S
T
R
E
E
T
BUS STOP
FHFH
FH
FH
RED CURB
FL
E
X
P
O
S
T
(
3
)
SIGNALIZED
INTERSECTION
FLEX POST (1)BEGIN RED
CURB REMOVAL
END RED CURB
REMOVAL
RED CURB
REMOVAL
BUS STOP
50'
RED CURB
RED CURB
RE
D
C
U
R
B
RED CURB
RED CURB
RED CURB
GRIND/FOG-SEAL
CONFLICTING
STRIPING ALONG
MONTEREY
GRIND/FOG-SEAL
CONFLICTING
STRIPING ALONG
MONTEREY
RECONSTRUCT
EX CONCRETE
MEDIAN NOSE
DETAIL D
1
23
54
6
CITY SPECIFICATION NO.
DATE:
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
Y
APPROVED: [Mo Day, Yr]
3
MAT
C
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JDS
LS
LS
1" = 40'
FEB 2024
2000608
RO
A
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2
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GR
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Attachment 3, Page 54 of 63
SEE
MATCHLINE
SHEET S30
SEE
MAT
C
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L
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SHE
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2
5
11
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8.
5
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11
'
8.
5
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SE
E
MA
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C
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L
I
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E
BE
L
O
W
HI-VIS CROSSWALK
35 LF
BIKE LOOP
2 SQFT, Typ.DETAIL 27B
448 LF
DETAIL 27B
450 LF
DETAIL 22
439 LF
12" WHITE
19.5 LF
HI-VIS CROSSWALK
43 LF
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT
GREENWAY SYMBOL PER
DETAIL J, SHEET D1
45.5 SQFT
12" WHITE
19 LF
INSTALL (N) "MILL GREENWAY"
SIGN PER DETAIL I, SHEET D1
ON (N) PUNCH POST
INSTALL (N) "MILL GREENWAY"
SIGN PER DETAIL I, SHEET D1
ON (N) PUNCH POST
CASE 3 BIKE LANE PER DETAIL D, SHEET D1
37 LF
SE
E
MA
T
C
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L
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N
E
SE
E
MA
T
C
H
L
I
N
E
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
5
7
SH
E
E
T
S
5
6
N
N
10
'
10
.
5
'
10
'
10
.
5
'
SE
E
MA
T
C
H
L
I
N
E
SE
E
MA
T
C
H
L
I
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E
SE
E
MA
T
C
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L
I
N
E
AB
O
V
E
BE
L
O
W
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
18.5 LF
DETAIL 22
50 LF
DETAIL 27B
385 LF
DETAIL 2
127 LF
DETAIL 27B
386 LF
DETAIL 22
50 LF
BIKE LOOP
2 SQFT, Typ.
HI-VIS CROSSWALK
35 LF
INSTALL (N) "MILL GREENWAY"
SIGN PER DETAIL I, SHEET D1 ON
(N) PUNCH POST
GREENWAY SYMBOL PER
DETAIL J, SHEET D1
45.5 SQFT
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED CUSHION
PER DETAIL Y,
SHEET D0
INSTALL W17-1
ON (N) 12' PUNCH
POST
INSTALL W17-1
ON (N) 12' PUNCH
POST
DETAIL 2
103 LF
12" WHITE
17.5 LF
DETAIL 22
50 LF
ADA SPACE MARKING
23 SQFT
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1
37 LF
S
TATE OF C A L I F O R NIA
R
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GISTERED P R O F ESSIONAL E
N
G
I
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EER
CI V I L
BRI A N A . NELS
O
N
No. C 79870
7255
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
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S
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2
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PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
MI
L
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%
P
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Attachment 3, Page 55 of 63
SE
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SH
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S
5
4
SE
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MA
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SH
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5
6
N
10
'
10
'
10
'
10
.
5
'
10
.
5
'
10
'
10
'
9.
5
'
DETAIL 2
55 LF
DETAIL 27B
156 LF
DETAIL 22
50 LFDETAIL 22
50 LF
DETAIL 2
295 LF
DETAIL 27B
712 LF
DETAIL 27B
506 LF
SHARROW
11.5 SQFT, Typ.
INSTALL (N) "MILL GREENWAY"
SIGN PER DETAIL I, SHEET D1 ON
(N) PUNCH POST
"HUMP" LEGEND
25 SQFT, Typ.
INSTALL W17-1
ON (N) 12' PUNCH
POST
INSTALL W17-1
ON (N) 12' PUNCH
POST
DETAIL 2
55 LF
(N) SPEED CUSHION
PER DETAIL Y,
SHEET D0
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7256
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
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A
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S
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A
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I
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2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
MI
L
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90
%
P
L
A
N
S
F
O
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R
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V
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W
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L
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Attachment 3, Page 56 of 63
SE
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SH
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S
5
9
SE
E
MA
T
C
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AB
O
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N
7'
5'
12
.
5
'
13
'
14
.
5
'
12
'
8'
6'
2'
10
'
12
'
10
'
2'
6'
8'
DETAIL 27B
767 LF, Cont.
DETAIL 27B
918 LF, Cont.
DETAIL 27B
709 LF, Cont.DETAIL 27B
525 LF, Cont.
BIKE RIDER SYMBOL
2 SQFT, Typ.
BIKE ARROW
3.5 SQFT, Typ.
TYPE IV ARROW
15 SQFT, Typ.
BIKE BUFFER PER DETAIL A,
SHEET D2
282 LF
DETAIL 32
200 LF"SLOW" LEGEND
23 SQFT
"SCHOOL" LEGEND
35 LF
BIKE BUFFER
PER DETAIL C
SHEET D1
123 LF
DETAIL 27B
148 LF
"XING" LEGEND
21 LFEDGE GRIND
101 LF
DETAIL 32
428 LF, Cont.
CASE 1 BIKE LANE
PER DETAIL D,
SHEET D1
30 LF
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
100 LF
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1
77 LF
CASE 2 BIKE
LANE PER DETAIL
D, SHEET D1
148 LF
7'
5'
10
'
10
'
10
'
10
'
5'
7'
7'
10
'
10
'
10
'
10
'
10
'
6'
SE
E
MA
T
C
H
L
I
N
E
BE
L
O
W
N
7'
5'
10
'
9.
5
'
13
'
8'
5'
6.
5
'
BIKE ARROW
3.5 SQFT, Typ.
BIKE RIDER
7 SQFT, Typ.
HI-VIS CROSSWALK
70 LF
TYPE I 10' ARROW
14 SQFT, Typ.
TYPE IV ARROW
15 SQFT, Typ.
DETAIL 39
60 LFDETAIL 27B
50 LF
DETAIL 27B
50 LF
DETAIL 9
751 LF DETAIL 39
767 LF
DETAIL 27B
918 LF
DETAIL 22
385 LFDETAIL 9
319 LF
DETAIL 39
706 LF
DETAIL 27B
525 LF
TYPE VI ARROW
42 SQFT, Typ.
EDGE GRIND
171 LF
DETAIL 22
65 LF
DETAIL 32
428 LF
HI-VIS CROSSWALK
65 LF
HI-VIS
CROSSWALK
65 LF
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
88 LF
HI-VIS CROSSWALK
38 LF
EDGE GRIND
184 LF
S
TATE OF C A L I F O R NIA
R
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GISTERED P R O F ESSIONAL E
N
G
I
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EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7257
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
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A
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S
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A
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2
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2
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PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
JO
H
N
S
O
N
90
%
P
L
A
N
S
F
O
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R
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V
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W
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L
Y
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N
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S
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Attachment 3, Page 57 of 63
S
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M
A
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C
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S
H
E
E
T
S
6
0
SE
E
MA
T
C
H
L
I
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AB
O
V
E
N
8'
6.
5
'
12
.
5
'
10
.
5
'
10
.
5
'
2'
6.
5
'
8'
8'
6.
5
'
2'
DETAIL 27B
361 LF
BIKE BUFFER PER DETAIL A,
SHEET D2
333 LF
DETAIL 32
467 LFBIKE BUFFER PER DETAIL A,
SHEET D2
1883 LF, Cont.
DETAIL 27B
1774 LF, Cont.
TYPE IV ARROW
15 SQFT, Typ.
BIKE RIDER SYMBOL
2 SQFT, Typ.
BIKE ARROW
3.5 SQFT, Typ.CASE 3 BIKE LANE PER DETAIL D, SHEET D1
87 LF
CASE 2 BIKE LANE PER DETAIL D, SHEET D1
88 LF
CASE 3 BIKE LANE PER DETAIL D, SHEET D1
92 LF
CASE 1 BIKE LANE PER DETAIL D, SHEET D1
30 LF
SE
E
MA
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C
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L
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BE
L
O
W
SE
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MA
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C
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SH
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T
S
5
8
N
7'
2'
11
.
5
'
6'
13
.
5
'
4.
5
'
11
.
5
'
9'
7.
5
'
13
'
4.
5
'
11
.
5
'
8.
5
'
5'
2'
11
.
5
'
8'
6.
5
'
2'
10
.
5
'
10
'
10
'
2'
6.
5
'
8'
INSTALL SALVAGED
BUS STOP SIGN
AND PUNCH POST
REMOVE AND
SALVAGE POST
AND SIGN
REMOVE POST AND
SIGNS ENGINEER TO
CONFIRM IN FIELD
4" WHITE 81 LF
12" WHITE 45°
5' O.C. 22 LF
(5) FLEX POSTS
YIELD LINE 8Δ
12 SQFT
BIKE RIDER SYMBOL
2 SQFT, Typ.
BIKE ARROW
3.5 SQFT, Typ.
YELLOW HI-VIS
CROSSWALK
65 LF
4" WHITE 105 LF
12" WHITE 45°
5' O.C. 37 LF
(5) FLEX POSTS
YIELD LINE 9Δ
13.5 SQFT
DETAIL 39
25 LF
"SLOW" LEGEND
23 SQFT
"SCHOOL" LEGEND
35 LF
"XING" LEGEND
21 LF
MEDIAN PER
DETAIL A SHEET D2
66 LF TYPE IV ARROW
15 SQFT, Typ.
DETAIL 27B
219 LF
BIKE BUFFER PER DETAIL A,
SHEET D2
187 LF
DETAIL 323
294 LF BIKE BUFFER PER
DETAIL A, SHEET D2
1883 LF
DETAIL 27B
1788 LF
RED CURB 25 LF
RED CURB 25 LF
ADJUST GAS VALVE
TO ELEVATION
12" WHITE 17 LF
12" WHITE
18 LF
"STOP" LEGEND 22 SQFT, Typ.
EDGE GRIND
254 LF
MEDIAN PER
DETAIL A SHEET D2
62 LF
DETAIL 22, 50 LF
DETAIL 22, 50 LF
CASE 1 BIKE
LANE PER
DETAIL D,
SHEET D1
30 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
25 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
30 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
25 LFCASE 3 BIKE LANE PER DETAIL
D, SHEET D1 42 LF
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1
52 LF
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
148 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
30 LF
EDGE GRIND
201 LF
REINSTALL (E) RRFB
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7258
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
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PR
O
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C
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:
DATE:
CITY SPECIFICATION NO.
0 40 80 S
JO
H
N
S
O
N
90
%
P
L
A
N
S
F
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
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F
O
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C
O
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T
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U
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Attachment 3, Page 58 of 63
G
SE
EMA
T
C
H
L
I
N
E
SH
E
E
T
S
6
1
SE
E
MA
T
C
H
L
I
N
E
AB
O
V
E
N
12
'
10
'
6.
5
'
12
'
DETAIL 27B
800 LF, Cont.
BIKE BUFFER PER DETAIL A,
SHEET D2
949 LF, Cont.
DETAIL 32
941 LF, Cont.
BIKE BUFFER PER
DETAIL A, SHEET D2
1883 LF, Cont.
DETAIL 27B
1774 LF, Cont.
TYPE IV ARROW
15 SQFT, Typ.
BIKE RIDER SYMBOL 2 SQFT, Typ.
BIKE ARROW 3.5 SQFT, Typ.
DETAIL 29
61 LF
DETAIL 22
62 LF
DETAIL 38
50 LF
TYPE I ARROW
14 SQFT
EDGE GRIND
80 LF
RED CURB
45 LF
CASE 1 BIKE LANE
PER DETAIL D,
SHEET D1
30 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
164 LF
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
88 LF
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1
92 LF
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1
92 LF
8'
6.
5
'
2'
10
'
10
.
5
'
10
.
5
'
2'
6.
5
'
8'
10
'
2'
6.
5
'
8'
14
.
5
'
6.
5
'
5'
11
.
5
'
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
9
N
8'
6.
5
'
2'
10
.
5
'
10
.
5
'
10
.
5
'
2'
6.
5
'
8'
DETAIL 27B
800 LF
BIKE BUFFER PER DETAIL A,
SHEET D2
949 LF
DETAIL 32
941 LFBIKE BUFFER PER DETAIL A,
SHEET D2
1883 LF, Cont.
DETAIL 27B
1774 LF, Cont.
TYPE IV ARROW
15 SQFT, Typ.
CASE 2 BIKE LANE PER DETAIL D, SHEET D1
88 LF
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7259
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
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PR
O
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C
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:
DATE:
CITY SPECIFICATION NO.
0 40 80 S
JO
H
N
S
O
N
90
P
L
A
N
S
)
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
T
)
O
R
C
O
N
S
T
R
U
C
T
I
O
N
AWWDFKPHQW 3 PDJH 59 RI 63
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
A
B
O
V
E
N
DETAIL 32
1209 LF, Cont.
DETAIL 27B
1278 LF, Cont.
BIKE BUFFER PER DETAIL A,
SHEET D2
1180 LF, Cont.
BIKE BUFFER PER DETAIL A,
SHEET D2
1338 LF, Cont.
DETAIL 27B
1338 LF, Cont.
TYPE IV ARROW
15 SQFT, Typ.
8'
6'
3'
10
.
5
'
10
.
5
'
10
.
5
'
3'
6'
7'
G
SE
EMA
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
6
0
N
DETAIL 32
1209 LF
DETAIL 27B
1278 LF
BIKE BUFFER PER
DETAIL A, SHEET D2
1180 LF
BIKE BUFFER PER
DETAIL A, SHEET D2
1338 LF
DETAIL 27B
1338 LF
DETAIL 22
154 LFDETAIL 38
TYPE I 10' ARROW
14 SQFT, Typ.
TYPE IV ARROW
15 SQFT, Typ.
BIKE RIDER SYMBOL
2 SQFT, Typ.
BIKE ARROW
3.5 SQFT, Typ.
HI-VIS CROSSWALK
34 LF
HI-VIS CROSSWALK
62 LF
HI-VIS CROSSWALK
63 LF
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
100 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
75 LF
8'
6'
2'
10
.
5
'
10
.
5
'
10
.
5
'
2'
6'
8'
10
.
5
'
5.
5
'
10
.
5
'
10
.
5
'
11
'
3'
5'
8'
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7260
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
JO
H
N
S
O
N
90
%
P
L
A
N
S
F
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
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F
O
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C
O
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S
T
R
U
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I
O
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Attachment 3, Page 60 of 63
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
AB
O
V
E
N
DETAIL 27B
30 LF
BIKE BUFFER PER
DETAIL A, SHEET D2
84 LF
BIKE RIDER SYMBOL 2 SQFT, Typ.
BIKE ARROW 3.5 SQFT, Typ.
DETAIL 22
99 LF
BIKE BUFFER PER
DETAIL A, SHEET D2
91 LF
DETAIL 27B
60 LF
DETAIL 38
50 LF
DETAIL 32
90 LF
BIKE BUFFER PER
DETAIL A, SHEET D2
96 LF
DETAIL 27B
66 LF
DETAIL 32
202 LFBIKE BUFFER PER
DETAIL A, SHEET D2
553 LF
DETAIL 27B
553 LF
TYPE IV ARROW
15 SQFT, Typ.
DETAIL 32
94 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
30 LF
CASE 3 BIKE LANE PER DETAIL D, SHEET D1
107 LF
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
40 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
30 LF
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1
97 LF
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
52 LF
CASE 1 BIKE LANE
PER DETAIL D,
SHEET D1
30 LF
CASE 2 BIKE LANE PER DETAIL D, SHEET D1
88 LF
20
.
5
'
7.
5
'
6'
2'
10
.
5
'
11
.
5
'
10
.
5
'
2'
6'
8.
5
'
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
6
1
N
DETAIL 22
98 LF
BIKE RIDER SYMBOL 2 SQFT, Typ.
BIKE ARROW 3.5 SQFT, Typ.
DETAIL 22
97 LF
DETAIL 32
1209 LF, Cont.
DETAIL 27B
1278 LF, Cont.
BIKE BUFFER PER
DETAIL A, SHEET D2
1180 LF, Cont.
BIKE BUFFER PER
DETAIL A, SHEET D2
1338 LF, Cont.
DETAIL 27B
1338 LF, Cont.
TYPE IV ARROW
15 SQFT, Typ.
4" WHITE 104 LF
12" WHITE 45°
12' O.C. 26 LF
(3) FLEX POSTS
4" WHITE 104 LF
12" WHITE 45°
12' O.C. 26 LF
(3) FLEX POSTS
BULBOUT PER DETAIL F, SHEET D1
8" WHITE 82 LF
12" WHITE 53 LF
(5) FLEX POSTS
BULBOUT PER
DETAIL F, SHEET D1
8" WHITE 165 LF
12" WHITE 134 LF
(11) FLEX POSTS
BULBOUT PER DETAIL F, SHEET D1
8" WHITE 156 LF
12" WHITE 147 LF
(9) FLEX POSTSBULBOUT PER
DETAIL F, SHEET D1
8" WHITE 152 LF
12" WHITE 158 LF
(9) FLEX POSTS
INSTALL (N) R7-11 SIGN
ON (N) 12' PUNCH POST
INSTALL (N) R7-11 SIGN
ON (N) 12' PUNCH POST
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
112 LFCASE 3 BIKE LANE PER
DETAIL D, SHEET D1
32 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
95 LF
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
100 LF
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1
22 LF
8
'
6
'
3
'
1
0
.
5
'
1
0
.
5
'
1
0
.
5
'
3
'
6
'
6
.
5
'
10
'
3.
5
'
10
.
5
'
20
.
5
'
7.
5
'
6'
2'
10
.
5
'
11
.
5
'
10
.
5
'
2'
6'
8.
5
'
10
.
5
'
10
.
5
'
3.
5
'
10
.
5
'
10
.
5
'
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7261
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
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W
A
Y
S
E
A
L
I
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2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
JO
H
N
S
O
N
90
%
P
L
A
N
S
F
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
T
F
O
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C
O
N
S
T
R
U
C
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I
O
N
Attachment 3, Page 61 of 63
G
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
6
2
N
DETAIL 38
100 LF
DETAIL 27B
152 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
10' O.C.
42 LF
12" WHITE
43 LF
DETAIL 22
153 LF
DETAIL 39A
40 LF
DETAIL 27B
314 LF
DETAIL 32
183 LF
TYPE IV ARROW
15 SQFT, Typ.DETAIL 38
50 LF
BIKE RIDER SYMBOL 2 SQFT, Typ.
BIKE ARROW 3.5 SQFT, Typ.
BIKE BUFFER PER
DETAIL A, SHEET D2
236 LF
DETAIL 27B
236 LF
CASE 3 BIKE LANE PER DETAIL D, SHEET D1
97 LF
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
100 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
30 LF
CASE 3 BIKE LANE PER DETAIL D, SHEET D1
82 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
30 LF
EDGE GRIND
336 LF
EDGE GRIND
194 LF
GREENBACK SHARROW SYMBOL
PER DETAIL G, SHEET D1
36 SQFT, Typ.
DETAIL 22
104 LF
S
TATE OF C A L I F O R NIA
R
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GISTERED P R O F ESSIONAL E
N
G
I
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EER
C I V I L
BRI A N A . NELS
O
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No. C 79870
7262
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
JO
H
N
S
O
N
90
P
L
A
N
S
)
O
R
R
E
V
I
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W
O
N
L
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-
N
O
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)
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AWWDFKPHQW 3 PDJH 62 RI 63
SE
E
MA
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CE
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T
E
R
N
4.
5
'
4.
5
'
4.
5
'
4.
5
'
SEE SHEET D1
DETAIL A
327 LF
DETAIL 27B
1480 LF
DETAIL 27B
939 LFDETAIL 22
43 LF
DETAIL 22
205 LFDETAIL 27B
160 LF
DETAIL 27B
161 LF
BIKE ARROW
3.5 SQFT, Typ.
BIKE RIDER
7 SQFT, Typ.
12" WHITE
5 LF
SE
E
MA
T
C
H
L
I
N
E
BE
L
O
W
SE
E
MA
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C
H
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I
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E
AB
O
V
E
N
4.
5
'
4.
5
'
DETAIL 22
39 LF
BIKE ARROW
3.5 SQFT, Typ.
BIKE RIDER
7 SQFT, Typ.
SEE SHEET D1
DETAIL A
327 LF, Cont.
DETAIL 27B
1480 LF, Cont.
DETAIL 27B
939 LF, Cont.
N
SE
E
MA
T
C
H
L
I
N
E
CE
N
T
E
R
4.
5
'
4.
5
'
DETAIL 22
75 LF
DETAIL 22
100 LF
SEE SHEET D1
DETAIL A
327 LF
DETAIL 27B
1480 LF, Cont.
DETAIL 27B
525 LF
S
TATE OF C A L I F O R NIA
R
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GISTERED P R O F ESSIONAL E
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C I V I L
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No. C 79870
7263
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
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2
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PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
RA
I
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R
O
A
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S
A
F
E
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Y
T
R
A
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90
%
P
L
A
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Attachment 3, Page 63 of 63
165' SHIFT TAPER
8' @ 35 MPH
HO
P
E
ST
R
E
E
T
FR
E
D
E
R
I
C
K
S
ST
R
E
E
T
LO
O
M
I
S
ST
R
E
E
T
HW
Y
1
0
1
NB
R
A
M
P
AB
B
O
T
T
S
T
R
E
E
T
WI
L
S
O
N
ST
R
E
E
T
GA
R
F
I
E
L
D
ST
R
E
E
T
WHITE FLEX
POST (5)
YELLOW FLEX POST (3)
HW
Y
1
0
1
SB
HW
Y
1
0
1
NB
WHITE FLEX
POST (8)
BUS STOP
FH
FH
FH
FH
RAISED CONCRETE
BIKE MEDIAN
DETAIL B
RAISED CONCRETE
BIKE MEDIAN
DETAIL B
RAISED CONCRETE
BIKE MEDIAN
DETAIL BZICLA ZEBRA 9 (7)
ZICLA ZEBRA 9 (5)
RAISED CONCRETE
EDGE ISLAND MEDIAN
DETAIL CRED CURB RED CURB RED CURB
RED CURB
25'
HIGH-VISIBILITY
YELLOW X-WALK
YELLOW FLEX
POST (8)RAISED CONCRETE
BIKE MEDIAN
DETAIL B
FLEX POST (3)
MAINTAIN 4'
SHOULDER
BUS STOP
FLEX POST (3)
SIGNALIZED
INTERSECTION
RED CURB
RED CURBRED CURB
RED CURB
RED CURB
RED CURBRED CURB
RED CURB
RED CURB
10
'
5'
PROTECT IN-PLACE
EX LOOPS (7)
ABANDON EX
LOOPS (4)
ZICLA ZEBRA 9 (4)
INSTALL R3-5(R) ON
EXISTING POST
PROTECT IN-PLACE
EX LOOPS (4)
ABANDON EX
LOOPS (4)
Cal
Pol
y
Cal
Pol
y
50'
SL
A
C
K
S
T
R
E
E
T
HA
Y
S
S
T
R
E
E
T
Mc
C
O
L
L
U
M
ST
R
E
E
T
RAISED CONCRETE
BIKE MEDIAN
DETAIL B RELOCATED
BUS STOP SIGN
FH FHRAISED CONCRETE
BIKE MEDIAN
DETAIL B
RAISED CONCRETE
BIKE MEDIAN
DETAIL B
RAISED CONCRETE
BIKE MEDIAN
DETAIL B
RAISED CONCRETE
BIKE MEDIAN
DETAIL BZICLA ZEBRA 9 (10)
ZICLA ZEBRA 9 (9)
RAISED CONCRETE
BIKE MEDIAN
DETAIL B
RAISED CONCRETE
EDGE ISLAND MEDIAN
DETAIL C
RAISED CONCRETE
CENTER MEDIAN
DETAIL A1
HIGH-VISIBILITY
YELLOW X-WALK
HIGH-VISIBILITY
YELLOW X-WALK
RED CURB
ZICLA ZEBRA 9 (2)ZICLA ZEBRA 9 (6)
25'
RED CURB RED CURB
ZICLA ZEBRA 9 (2)
ZICLA ZEBRA 9 (2)
BUS STOP
YELLOW FLEX POST (7)
RED CURB
RED CURB
RED CURB
RED CURB
10
'
21
'
5'
RELOCATE EX
BUS STOP SIGN
RED CURB
RAISED CONCRETE
CENTER MEDIAN
DETAIL A2
RAISED CONCRETE
CENTER MEDIAN
DETAIL A3
INSTALL R6-1(R) ON
NEW POST
YELLOW FLEX
POST (12)
GRIND/FOG-SEAL
CONFLICTING STRIPING
ALONG SLACK
GRIND/FOG-SEAL
CONFLICTING STRIPING
ALONG GRAND, NORTH
OF SLACK INSTALL W11-2/W16-9P
SIGNS ON NEW POST
INSTALL W11-2/W16-9P
SIGNS ON NEW POST
INSTALL R1-5
SIGN ON
NEW POST
INSTALL R1-5
SIGN ON
NEW POST
INSTALL RRFB SYSTEM
WITH W11-2/W16-7P SIGNS
INSTALL RRFB SYSTEM
WITH W11-2/W16-7P SIGNSINSTALL RRFB SYSTEM
WITH W11-2/W16-7P SIGNS
(BACK-TO-BACK)
RED CURB
CITY SPECIFICATION NO.
DATE:
PR
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
JDS
JDS
LS
LS
1" = 40'
FEB 2024
2000608
Y
APPROVED: [Mo Day, Yr]
2
MA
T
C
H
L
I
N
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S
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E
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T
3
MA
T
C
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L
I
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B
E
L
O
W
MA
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C
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E
A
B
O
V
E
RO
A
D
W
A
Y
S
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A
L
I
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G
2
0
2
4
GR
A
N
D
90
%
P
L
A
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S
F
O
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V
I
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W
O
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L
Y
-
N
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Attachment 4, Page 1 of 2
GAR
F
I
E
L
D
STR
E
E
T
MI
L
L
S
T
R
E
E
T
PA
L
M
S
T
R
E
E
T
M
O
N
T
E
R
E
Y
S
T
R
E
E
T
BUS STOP
FHFH
FH
FH
RED CURB
FL
E
X
P
O
S
T
(
3
)
SIGNALIZED
INTERSECTION
FLEX POST (1)BEGIN RED
CURB REMOVAL
END RED CURB
REMOVAL
RED CURB
REMOVAL
BUS STOP
50'
RED CURB
RED CURB
RE
D
C
U
R
B
RED CURB
RED CURB
RED CURB
GRIND/FOG-SEAL
CONFLICTING
STRIPING ALONG
MONTEREY
GRIND/FOG-SEAL
CONFLICTING
STRIPING ALONG
MONTEREY
RECONSTRUCT
EX CONCRETE
MEDIAN NOSE
DETAIL D
1
23
54
6
CITY SPECIFICATION NO.
DATE:
PR
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of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
Y
APPROVED: [Mo Day, Yr]
3
MAT
C
H
L
I
N
E
S
H
E
E
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2
JDS
JDS
LS
LS
1" = 40'
FEB 2024
2000608
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
GR
A
N
D
90
%
P
L
A
N
S
F
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
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F
O
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C
O
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S
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R
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I
O
N
Attachment 4, Page 2 of 2
SE
E
MA
T
C
H
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I
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E
SH
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E
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S
5
9
SE
E
MA
T
C
H
L
I
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E
AB
O
V
E
N
7'
5'
12
.
5
'
13
'
14
.
5
'
12
'
8'
6'
2'
10
'
12
'
10
'
2'
6'
8'
DETAIL 27B
767 LF, Cont.
DETAIL 27B
918 LF, Cont.
DETAIL 27B
709 LF, Cont.DETAIL 27B
525 LF, Cont.
BIKE RIDER SYMBOL
2 SQFT, Typ.
BIKE ARROW
3.5 SQFT, Typ.
TYPE IV ARROW
15 SQFT, Typ.
BIKE BUFFER PER DETAIL A,
SHEET D2
282 LF
DETAIL 32
200 LF"SLOW" LEGEND
23 SQFT
"SCHOOL" LEGEND
35 LF
BIKE BUFFER
PER DETAIL C
SHEET D1
123 LF
DETAIL 27B
148 LF
"XING" LEGEND
21 LFEDGE GRIND
101 LF
DETAIL 32
428 LF, Cont.
CASE 1 BIKE LANE
PER DETAIL D,
SHEET D1
30 LF
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
100 LF
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1
77 LF
CASE 2 BIKE
LANE PER DETAIL
D, SHEET D1
148 LF
7'
5'
10
'
10
'
10
'
10
'
5'
7'
7'
10
'
10
'
10
'
10
'
10
'
6'
SE
E
MA
T
C
H
L
I
N
E
BE
L
O
W
N
7'
5'
10
'
9.
5
'
13
'
8'
5'
6.
5
'
BIKE ARROW
3.5 SQFT, Typ.
BIKE RIDER
7 SQFT, Typ.
HI-VIS CROSSWALK
70 LF
TYPE I 10' ARROW
14 SQFT, Typ.
TYPE IV ARROW
15 SQFT, Typ.
DETAIL 39
60 LFDETAIL 27B
50 LF
DETAIL 27B
50 LF
DETAIL 9
751 LF DETAIL 39
767 LF
DETAIL 27B
918 LF
DETAIL 22
385 LFDETAIL 9
319 LF
DETAIL 39
706 LF
DETAIL 27B
525 LF
TYPE VI ARROW
42 SQFT, Typ.
EDGE GRIND
171 LF
DETAIL 22
65 LF
DETAIL 32
428 LF
HI-VIS CROSSWALK
65 LF
HI-VIS
CROSSWALK
65 LF
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
88 LF
HI-VIS CROSSWALK
38 LF
EDGE GRIND
184 LF
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7257
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
JO
H
N
S
O
N
90
%
P
L
A
N
S
F
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
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F
O
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C
O
N
S
T
R
U
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O
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AttDFhPHnt 5, PDgH 1 of 6
S
E
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M
A
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E
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6
0
SE
E
MA
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C
H
L
I
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AB
O
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E
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8'
6.
5
'
12
.
5
'
10
.
5
'
10
.
5
'
2'
6.
5
'
8'
8'
6.
5
'
2'
DETAIL 27B
361 LF
BIKE BUFFER PER DETAIL A,
SHEET D2
333 LF
DETAIL 32
467 LFBIKE BUFFER PER DETAIL A,
SHEET D2
1883 LF, Cont.
DETAIL 27B
1774 LF, Cont.
TYPE IV ARROW
15 SQFT, Typ.
BIKE RIDER SYMBOL
2 SQFT, Typ.
BIKE ARROW
3.5 SQFT, Typ.CASE 3 BIKE LANE PER DETAIL D, SHEET D1
87 LF
CASE 2 BIKE LANE PER DETAIL D, SHEET D1
88 LF
CASE 3 BIKE LANE PER DETAIL D, SHEET D1
92 LF
CASE 1 BIKE LANE PER DETAIL D, SHEET D1
30 LF
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
8
N
7'
2'
11
.
5
'
6'
13
.
5
'
4.
5
'
11
.
5
'
9'
7.
5
'
13
'
4.
5
'
11
.
5
'
8.
5
'
5'
2'
11
.
5
'
8'
6.
5
'
2'
10
.
5
'
10
'
10
'
2'
6.
5
'
8'
INSTALL SALVAGED
BUS STOP SIGN
AND PUNCH POST
REMOVE AND
SALVAGE POST
AND SIGN
REMOVE POST AND
SIGNS ENGINEER TO
CONFIRM IN FIELD
4" WHITE 81 LF
12" WHITE 45°
5' O.C. 22 LF
(5) FLEX POSTS
YIELD LINE 8Δ
12 SQFT
BIKE RIDER SYMBOL
2 SQFT, Typ.
BIKE ARROW
3.5 SQFT, Typ.
YELLOW HI-VIS
CROSSWALK
65 LF
4" WHITE 105 LF
12" WHITE 45°
5' O.C. 37 LF
(5) FLEX POSTS
YIELD LINE 9Δ
13.5 SQFT
DETAIL 39
25 LF
"SLOW" LEGEND
23 SQFT
"SCHOOL" LEGEND
35 LF
"XING" LEGEND
21 LF
MEDIAN PER
DETAIL A SHEET D2
66 LF TYPE IV ARROW
15 SQFT, Typ.
DETAIL 27B
219 LF
BIKE BUFFER PER DETAIL A,
SHEET D2
187 LF
DETAIL 323
294 LF BIKE BUFFER PER
DETAIL A, SHEET D2
1883 LF
DETAIL 27B
1788 LF
RED CURB 25 LF
RED CURB 25 LF
ADJUST GAS VALVE
TO ELEVATION
12" WHITE 17 LF
12" WHITE
18 LF
"STOP" LEGEND 22 SQFT, Typ.
EDGE GRIND
254 LF
MEDIAN PER
DETAIL A SHEET D2
62 LF
DETAIL 22, 50 LF
DETAIL 22, 50 LF
CASE 1 BIKE
LANE PER
DETAIL D,
SHEET D1
30 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
25 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
30 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
25 LFCASE 3 BIKE LANE PER DETAIL
D, SHEET D1 42 LF
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1
52 LF
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
148 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
30 LF
EDGE GRIND
201 LF
REINSTALL (E) RRFB
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7258
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
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S
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2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
JO
H
N
S
O
N
90
%
P
L
A
N
S
F
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
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F
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C
O
N
S
T
R
U
C
T
I
O
N
AttDFhPHnt 5, PDgH 2 of 6
G
SE
EMA
T
C
H
L
I
N
E
SH
E
E
T
S
6
1
SE
E
MA
T
C
H
L
I
N
E
AB
O
V
E
N
12
'
10
'
6.
5
'
12
'
DETAIL 27B
800 LF, Cont.
BIKE BUFFER PER DETAIL A,
SHEET D2
949 LF, Cont.
DETAIL 32
941 LF, Cont.
BIKE BUFFER PER
DETAIL A, SHEET D2
1883 LF, Cont.
DETAIL 27B
1774 LF, Cont.
TYPE IV ARROW
15 SQFT, Typ.
BIKE RIDER SYMBOL 2 SQFT, Typ.
BIKE ARROW 3.5 SQFT, Typ.
DETAIL 29
61 LF
DETAIL 22
62 LF
DETAIL 38
50 LF
TYPE I ARROW
14 SQFT
EDGE GRIND
80 LF
RED CURB
45 LF
CASE 1 BIKE LANE
PER DETAIL D,
SHEET D1
30 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
164 LF
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
88 LF
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1
92 LF
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1
92 LF
8'
6.
5
'
2'
10
'
10
.
5
'
10
.
5
'
2'
6.
5
'
8'
10
'
2'
6.
5
'
8'
14
.
5
'
6.
5
'
5'
11
.
5
'
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
9
N
8'
6.
5
'
2'
10
.
5
'
10
.
5
'
10
.
5
'
2'
6.
5
'
8'
DETAIL 27B
800 LF
BIKE BUFFER PER DETAIL A,
SHEET D2
949 LF
DETAIL 32
941 LFBIKE BUFFER PER DETAIL A,
SHEET D2
1883 LF, Cont.
DETAIL 27B
1774 LF, Cont.
TYPE IV ARROW
15 SQFT, Typ.
CASE 2 BIKE LANE PER DETAIL D, SHEET D1
88 LF
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
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EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7259
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
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S
E
A
L
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2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
JO
H
N
S
O
N
90
P
L
A
N
S
)
O
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R
E
V
I
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O
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8
C
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I
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N
AttacKment 5 Page 3 oI 6
SE
E
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S
6
2
S
E
E
M
A
T
C
H
L
I
N
E
A
B
O
V
E
N
DETAIL 32
1209 LF, Cont.
DETAIL 27B
1278 LF, Cont.
BIKE BUFFER PER DETAIL A,
SHEET D2
1180 LF, Cont.
BIKE BUFFER PER DETAIL A,
SHEET D2
1338 LF, Cont.
DETAIL 27B
1338 LF, Cont.
TYPE IV ARROW
15 SQFT, Typ.
8'
6'
3'
10
.
5
'
10
.
5
'
10
.
5
'
3'
6'
7'
G
SE
EMA
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
6
0
N
DETAIL 32
1209 LF
DETAIL 27B
1278 LF
BIKE BUFFER PER
DETAIL A, SHEET D2
1180 LF
BIKE BUFFER PER
DETAIL A, SHEET D2
1338 LF
DETAIL 27B
1338 LF
DETAIL 22
154 LFDETAIL 38
TYPE I 10' ARROW
14 SQFT, Typ.
TYPE IV ARROW
15 SQFT, Typ.
BIKE RIDER SYMBOL
2 SQFT, Typ.
BIKE ARROW
3.5 SQFT, Typ.
HI-VIS CROSSWALK
34 LF
HI-VIS CROSSWALK
62 LF
HI-VIS CROSSWALK
63 LF
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
100 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
75 LF
8'
6'
2'
10
.
5
'
10
.
5
'
10
.
5
'
2'
6'
8'
10
.
5
'
5.
5
'
10
.
5
'
10
.
5
'
11
'
3'
5'
8'
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7260
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
JO
H
N
S
O
N
90
%
P
L
A
N
S
F
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
AttDFhPHnt 5, PDgH 4 of 6
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
AB
O
V
E
N
DETAIL 27B
30 LF
BIKE BUFFER PER
DETAIL A, SHEET D2
84 LF
BIKE RIDER SYMBOL 2 SQFT, Typ.
BIKE ARROW 3.5 SQFT, Typ.
DETAIL 22
99 LF
BIKE BUFFER PER
DETAIL A, SHEET D2
91 LF
DETAIL 27B
60 LF
DETAIL 38
50 LF
DETAIL 32
90 LF
BIKE BUFFER PER
DETAIL A, SHEET D2
96 LF
DETAIL 27B
66 LF
DETAIL 32
202 LFBIKE BUFFER PER
DETAIL A, SHEET D2
553 LF
DETAIL 27B
553 LF
TYPE IV ARROW
15 SQFT, Typ.
DETAIL 32
94 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
30 LF
CASE 3 BIKE LANE PER DETAIL D, SHEET D1
107 LF
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
40 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
30 LF
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1
97 LF
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
52 LF
CASE 1 BIKE LANE
PER DETAIL D,
SHEET D1
30 LF
CASE 2 BIKE LANE PER DETAIL D, SHEET D1
88 LF
20
.
5
'
7.
5
'
6'
2'
10
.
5
'
11
.
5
'
10
.
5
'
2'
6'
8.
5
'
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
6
1
N
DETAIL 22
98 LF
BIKE RIDER SYMBOL 2 SQFT, Typ.
BIKE ARROW 3.5 SQFT, Typ.
DETAIL 22
97 LF
DETAIL 32
1209 LF, Cont.
DETAIL 27B
1278 LF, Cont.
BIKE BUFFER PER
DETAIL A, SHEET D2
1180 LF, Cont.
BIKE BUFFER PER
DETAIL A, SHEET D2
1338 LF, Cont.
DETAIL 27B
1338 LF, Cont.
TYPE IV ARROW
15 SQFT, Typ.
4" WHITE 104 LF
12" WHITE 45°
12' O.C. 26 LF
(3) FLEX POSTS
4" WHITE 104 LF
12" WHITE 45°
12' O.C. 26 LF
(3) FLEX POSTS
BULBOUT PER DETAIL F, SHEET D1
8" WHITE 82 LF
12" WHITE 53 LF
(5) FLEX POSTS
BULBOUT PER
DETAIL F, SHEET D1
8" WHITE 165 LF
12" WHITE 134 LF
(11) FLEX POSTS
BULBOUT PER DETAIL F, SHEET D1
8" WHITE 156 LF
12" WHITE 147 LF
(9) FLEX POSTSBULBOUT PER
DETAIL F, SHEET D1
8" WHITE 152 LF
12" WHITE 158 LF
(9) FLEX POSTS
INSTALL (N) R7-11 SIGN
ON (N) 12' PUNCH POST
INSTALL (N) R7-11 SIGN
ON (N) 12' PUNCH POST
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
112 LFCASE 3 BIKE LANE PER
DETAIL D, SHEET D1
32 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
95 LF
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
100 LF
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1
22 LF
8
'
6
'
3
'
1
0
.
5
'
1
0
.
5
'
1
0
.
5
'
3
'
6
'
6
.
5
'
10
'
3.
5
'
10
.
5
'
20
.
5
'
7.
5
'
6'
2'
10
.
5
'
11
.
5
'
10
.
5
'
2'
6'
8.
5
'
10
.
5
'
10
.
5
'
3.
5
'
10
.
5
'
10
.
5
'
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7261
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
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T
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:
PR
O
J
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C
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I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
0 40 80 S
JO
H
N
S
O
N
90
%
P
L
A
N
S
F
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
AttDFhPHnt 5, PDgH 5 of 6
G
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
6
2
N
DETAIL 38
100 LF
DETAIL 27B
152 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
10' O.C.
42 LF
12" WHITE
43 LF
DETAIL 22
153 LF
DETAIL 39A
40 LF
DETAIL 27B
314 LF
DETAIL 32
183 LF
TYPE IV ARROW
15 SQFT, Typ.DETAIL 38
50 LF
BIKE RIDER SYMBOL 2 SQFT, Typ.
BIKE ARROW 3.5 SQFT, Typ.
BIKE BUFFER PER
DETAIL A, SHEET D2
236 LF
DETAIL 27B
236 LF
CASE 3 BIKE LANE PER DETAIL D, SHEET D1
97 LF
CASE 2 BIKE LANE PER
DETAIL D, SHEET D1
100 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
30 LF
CASE 3 BIKE LANE PER DETAIL D, SHEET D1
82 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
30 LF
EDGE GRIND
336 LF
EDGE GRIND
194 LF
GREENBACK SHARROW SYMBOL
PER DETAIL G, SHEET D1
36 SQFT, Typ.
DETAIL 22
104 LF
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7262
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
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T
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PR
O
J
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C
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E
:
DATE:
CITY SPECIFICATION NO.
0 40 80 S
JO
H
N
S
O
N
90
P
L
A
N
S
)
O
R
R
E
V
I
E
W
O
N
L
Y
N
O
T
)
O
R
C
O
N
S
T
R
8
C
T
I
O
N
AttacKment 5 Page 6 oI 6
SE
E
MA
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AB
O
V
E
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
4
2
N
18
'
18
'
18
.
5
'
21
'
DETAIL 2
247 LF
12" WHITE
21 LF 12" WHITE
25.5 LF DETAIL 22
50 LFDETAIL 22
50 LF
DETAIL 2
607 LF, Cont.
SHARROW
11.5 SQFT, Typ.
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
15 LF
RED CURB
20 LF FROM E.O.C.
Typ. THIS INTERSECTION
SE
E
MA
T
C
H
L
I
N
E
BE
L
O
W
N
18
.
5
'
17
.
5
'
GREENBACK SHARROW SYMBOL
PER DETAIL G, SHEET D1
36 SQFT, Typ."STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
50 LF
12" WHITE
15 LF
YELLOW HI-VIS
CROSSWALK
30 LF
12" WHITE
17 LF
RED CURB
20 LF FROM E.O.C.
Typ. THIS INTERSECTION
YELLOW HI-VIS
CROSSWALK
40 LF
DETAIL 2
607 LF
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED CUSHION
PER DETAIL Y,
SHEET D0
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7240
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
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E
:
PR
O
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C
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L
E
:
DATE:
CITY SPECIFICATION NO.
0 40 80 S
HI
G
H
L
A
N
D
90
%
P
L
A
N
S
F
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
AttDFhPHnt 6, PDgH 1 of 3
SE
E
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L
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AB
O
V
E
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
4
3
N
20
'
20
.
5
'
20
'
20
.
5
'
DETAIL 2
343 LF
12" WHITE
18.5 LF
YELLOW HI-VIS
CROSSWALK
47 LF
12" WHITE
32.5 LF
12" WHITE
18 LF
DETAIL 2
151 LF DETAIL 22
50 LF
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT, Typ.
SHARROW
11.5 SQFT, Typ.
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
4
1
SE
E
MA
T
C
H
L
I
N
E
BE
L
O
W
N
21
'
20
'
12" WHITE
16.5 LF
12" WHITE
14 LF
DETAIL 2
103 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT, Typ.
RED CURB
20 LF FROM E.O.C.
Typ. THIS INTERSECTION RED CURB
20 LF FROM E.O.C.
Typ. THIS INTERSECTION
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
SHARROW
11.5 SQFT, Typ.
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED CUSHION
PER DETAIL Y,
SHEET D0
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BR IA N A . NELS
O
N
No. C 79870
7241
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
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S
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I
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2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
HI
G
H
L
A
N
D
90
%
P
L
A
N
S
F
O
R
R
E
V
I
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W
O
N
L
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
AttDFhPHnt 6, PDgH 2 of 3
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
4
2
N
19
.
5
'
21
'
1
3
.
5
'
1
9
.
5
'
6
'
2
'
DETAIL 29
79 LF
DETAIL 2
79 LF
DETAIL 22
50 LF DETAIL 22
50 LF
SHARROW
11.5 SQFT, Typ.
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
"HUMP" LEGEND
25 SQFT, Typ.
INSTALL (N) 12" PUNCH POST
WITH MODIFIED R61-36(CA) SIGN
WITH A LEFT / THRU-LEFT /
THRU-RIGHT CONFIGURATION
RED CURB
224 LF
BIKE BUFFER PER
DETAIL C SHEET D1
221 LF
INSTALL (N) 12" PUNCH POST
WITH (N) R7-9 SIGN
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1
85 LF(N) SPEED CUSHION
PER DETAIL Y,
SHEET D0
DETAIL 39A
88 LF
BIKE ARROW
3.5 SQFT, Typ.
BIKE RIDER
7 SQFT, Typ.
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7242
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
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S
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A
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I
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2
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PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
HI
G
H
L
A
N
D
90
%
P
L
A
N
S
F
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
AttDFhPHnt 6, PDgH 3 of 3
SEE
MATCHLINE
SHEET S30
SEE
MAT
C
H
L
I
N
E
SHE
E
T
S
2
5
11
'
8.
5
'
11
'
8.
5
'
SE
E
MA
T
C
H
L
I
N
E
BE
L
O
W
HI-VIS CROSSWALK
35 LF
BIKE LOOP
2 SQFT, Typ.DETAIL 27B
448 LF
DETAIL 27B
450 LF
DETAIL 22
439 LF
12" WHITE
19.5 LF
HI-VIS CROSSWALK
43 LF
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT
GREENWAY SYMBOL PER
DETAIL J, SHEET D1
45.5 SQFT
12" WHITE
19 LF
INSTALL (N) "MILL GREENWAY"
SIGN PER DETAIL I, SHEET D1
ON (N) PUNCH POST
INSTALL (N) "MILL GREENWAY"
SIGN PER DETAIL I, SHEET D1
ON (N) PUNCH POST
CASE 3 BIKE LANE PER DETAIL D, SHEET D1
37 LF
SE
E
MA
T
C
H
L
I
N
E
SE
E
MA
T
C
H
L
I
N
E
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
5
7
SH
E
E
T
S
5
6
N
N
10
'
10
.
5
'
10
'
10
.
5
'
SE
E
MA
T
C
H
L
I
N
E
SE
E
MA
T
C
H
L
I
N
E
SE
E
MA
T
C
H
L
I
N
E
AB
O
V
E
BE
L
O
W
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
18.5 LF
DETAIL 22
50 LF
DETAIL 27B
385 LF
DETAIL 2
127 LF
DETAIL 27B
386 LF
DETAIL 22
50 LF
BIKE LOOP
2 SQFT, Typ.
HI-VIS CROSSWALK
35 LF
INSTALL (N) "MILL GREENWAY"
SIGN PER DETAIL I, SHEET D1 ON
(N) PUNCH POST
GREENWAY SYMBOL PER
DETAIL J, SHEET D1
45.5 SQFT
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED CUSHION
PER DETAIL Y,
SHEET D0
INSTALL W17-1
ON (N) 12' PUNCH
POST
INSTALL W17-1
ON (N) 12' PUNCH
POST
DETAIL 2
103 LF
12" WHITE
17.5 LF
DETAIL 22
50 LF
ADA SPACE MARKING
23 SQFT
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1
37 LF
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
CI V I L
BRI A N A . NELS
O
N
No. C 79870
7255
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
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C
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
MI
L
L
90
%
P
L
A
N
S
F
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
AttDFhPHnt 7, PDgH 1 of 2
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
SH
E
E
T
S
5
6
N
10
'
10
'
10
'
10
.
5
'
10
.
5
'
10
'
10
'
9.
5
'
DETAIL 2
55 LF
DETAIL 27B
156 LF
DETAIL 22
50 LFDETAIL 22
50 LF
DETAIL 2
295 LF
DETAIL 27B
712 LF
DETAIL 27B
506 LF
SHARROW
11.5 SQFT, Typ.
INSTALL (N) "MILL GREENWAY"
SIGN PER DETAIL I, SHEET D1 ON
(N) PUNCH POST
"HUMP" LEGEND
25 SQFT, Typ.
INSTALL W17-1
ON (N) 12' PUNCH
POST
INSTALL W17-1
ON (N) 12' PUNCH
POST
DETAIL 2
55 LF
(N) SPEED CUSHION
PER DETAIL Y,
SHEET D0
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7256
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
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:
PR
O
J
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C
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I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
0 40 80 S
MI
L
L
90
%
P
L
A
N
S
F
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
AttDFhPHnt 7, PDgH 2 of 2
SE
E
MA
T
C
H
L
I
N
E
AB
O
V
E
N
CROSSWALK
37 LF
12" WHITE
18.5 LF"STOP" LEGEND
22 SQFT "AHEAD" LEGEND
31 SQFT
DETAIL 22
376 LF
DETAIL 27B
366 LF
DETAIL 27B
687 LF, Cont.
BIKE ARROW
3.5 SQFT, Typ.
BIKE RIDER
7 SQFT, Typ.
7.
5
'
10
'
10
'
5'
7.
5
'
S
E
E
M
A
T
C
H
L
I
N
E
B
E
L
O
W
SEE
MATCHLINE
SHEET S46
N
DETAIL 22
268 LFDETAIL 27B
687 LF
DETAIL 27B
259 LF
SHARROW
11.5 SQFT
12" WHITE
19 LF
CROSSWALK
19 LF
12" WHITE
18 LF
CROSSWALK
29 LF
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BR IA N A . NELS
O
N
No. C 79870
7243
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
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:
PR
O
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C
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L
E
:
DATE:
CITY SPECIFICATION NO.
0 40 80 S
CH
O
R
R
O
90
%
P
L
A
N
S
F
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
AttDFhPHnt 8, PDgH 1 of 1
SE
E
MA
T
C
H
L
I
N
E
AB
O
V
E
N
20
'
18
.
5
'
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
18 LF
12" WHITE
28 LF, 45° 5' O.C.
DETAIL 27B
30 LF
12" WHITE
15 LF
DETAIL 22
292 LF
DETAIL 22 MODIFIED
PER DETAIL H, SHEET D1
50 LF
G
SE
E
MA
T
C
H
L
I
N
E
BE
L
O
W
N
20.5'20'
21
.
5
'
18
.
5
'
21'19.5'
SEE
MATCHLINE
SHEET S24
"STOP" LEGEND
22 SQFT
12" WHITE
19 LF
DETAIL 22
50 LF
12" WHITE
18 LF
DETAIL 22
427 LFDETAIL 38
98 LF
TYPE IV ARROW
15 SQFT, Typ.
TYPE VII ARROW
27 SQFT, Typ.
12" WHITE
32 LF
HI-VIS CROSSWALK
65 LF
BIKE LOOP SYMBOL
2 SQFT
DETAIL 41
36 LF
INSTALL (N) "TORO GREENWAY"
SIGN PER DETAIL I, SHEET D1 ON
(N) PUNCH POST
GREENWAY SYMBOL PER
DETAIL J, SHEET D1
45.5 SQFT
(N) SPEED HUMP
(TYPE 1) PER CITY
STD 7320
"HUMP" LEGEND
25 SQFT, Typ.
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
INSTALL W84(CA)
ON (N) 12' PUNCH
POST
RED CURB
87 LF
RED CURB
60 LF
RED CURB
76 LF
NOTE: USE CAUTION WHEN
REMOVING (E) STRIPING TO
PROTECT IN PLACE (E) TRAFFIC
SIGNAL LOOP DETECTORS
7223
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
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I
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E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
0 40 80 S
WA
L
N
U
T
,
T
O
R
O
90
%
P
L
A
N
S
F
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
AttDFhPHnt 9, PDgH 1 of 7
N
12" WHITE
15 LF
"STOP" LEGEND
22 SQFT, Typ.
BULBOUT PER
DETAIL F, SHEET D1
DETAIL 27B
79 LF (E) AC BERM
(N) AC BERM PER
DETAIL ???
(N) AC BERM PER
DETAIL ???
(N) AC BERM PER
DETAIL ???
G
N
20
'
20
'
21'19.5'
20
'
20
.
5
'
SEE
MATCHLINE
SHEET S23
DETAIL 22
50 LF
DETAIL 22
50 LF
CROSSWALK
37 LF
HI-VIS CROSSWALK
37 LF
DETAIL 22
50 LFDETAIL 2
271 LF
DETAIL 22
76 LF
12" WHITE
19.5 LF
HI-VIS CROSSWALK
39 LF
RED CURB
22 LF
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
2
5
N
12" WHITE
19.5 LF
"STOP" LEGEND
22 SQFT
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7224
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
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O
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C
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T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
0 40 80 S
PE
A
C
H
90
P
L
A
N
S
)
O
R
R
E
V
I
E
W
O
N
L
Y
N
O
T
)
O
R
C
O
N
S
T
R
8
C
T
I
O
N
AttacKment 9 Page 2 oI 7
S
E
E
M
A
T
C
H
L
I
N
E
S
H
E
E
T
S
2
4
SE
EMA
T
C
H
L
I
N
E
SH
E
E
T
S
5
8
"STOP" LEGEND
22 SQFT
12" WHITE
26 LFTYPE I 10' ARROW
14 SQFT, TypTYPE I 10' ARROW
14 SQFT, Typ
N
12" WHITE
18 LF
12" WHITE
19 LF
"STOP" LEGEND 22 SQFT, Typ.
DETAIL 27B, 49 LF
12" WHITE, 34 LF, 10' O.C.DETAIL 27B, 48 LF
12" WHITE, 35 LF, 10' O.C.
DETAIL 27B, 50 LF
12" WHITE, 34 LF, 10' O.C.
DETAIL 27B, 53 LF
12" WHITE, 37 LF, 10' O.C.
GREENWAY SYMBOL PER
DETAIL J, SHEET D1
45.5 SQFT
REMOVE EXISTING "BIKE MAY USE FULL LANE"
SIGN AND REPLACE WITH "TORO GREENWAY"
SIGN PER DETAIL I, SHEET D1 ON SAME POST
REMOVE EXISTING "BIKE MAY USE FULL
LANE" SIGN AND REPLACE WITH "TORO
GREENWAY" PER DETAIL I, SHEET D1
SIGN ON SAME POST
DETAIL 22, 71 LF
DETAIL 24, 10.5 LF, 4' O.C.DETAIL 27B
7 LF
DETAIL 22, 71 LF
DETAIL 24, 10.5 LF, 4' O.C.
DETAIL 27B
7 LF
DETAIL 24, 47 LF, 4' O.C.
DETAIL 24
47 LF
4' O.C.
4" YELLOW STRIPE WITH (10) TYPE D
TWO-WAY RETROREFLECTIVE MARKERS
18' DIAMETER CIRCLE
INSTALL (8) 6" PEXCO CITY POST, EAC MOUNT,
YELLOW POST W/ 2 YELLOW WRAPS
INSTALL PUNCH POST WITH SURFACE MOUNTED BASE IN
CENTER OF CIRCLE. INSTALL 4 OM1-3 OBJECT MARKERS
ON POST, ONE FACING EACH DIRECTION PER DETAIL X,
SHEET D2
12'12'
12'12'
12'12'
12'12'
INSTALL R6-5P SIGN ON (N) 12' PUNCH POST
INSTALL R6-5P SIGN ON (N) 12' PUNCH POST
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
3
1
19
.
5
'
20
.
5
'
12" WHITE
19.5 LF
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT, Typ.
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A .NELS
O
N
No. C 79870
7225
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
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T
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E
:
PR
O
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C
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T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
0 40 80 S
PE
A
C
H
90
%
P
L
A
N
S
F
O
R
R
E
V
I
E
W
O
N
L
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
AttDFhPHnt 9, PDgH 3 of 7
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
3
3
SE
E
MA
T
C
H
L
I
N
E
AB
O
V
E
N
DETAIL 22
264 LF
12" WHITE
20.5 LF
DETAIL 22
213 LF
12" WHITE
19.5 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
20 LF
GREENWAY SYMBOL PER
DETAIL J, SHEET D1
45.5 SQFT
BIKE BUFFER PER DETAIL C SHEET D1, 25 LF
WITH (3) WHITE PEXCO CITY POST W/ EAC
MOUNT PER GENERAL NOTES
PARKING "T"s PER
CITY STD 7410, Typ.
RED CURB
40 LFCASE 1 BIKE LANE PER DETAIL D, SHEET D1
25 LF
GREENBACK SHARROW
40 SQFT, Typ.
INSTALL FLOURESCENT YELLOW/GREEN
PED/BIKE CROSSING SIGNS (W11-15) ON
(N) 12' PUNCH POST
INSTALL FLOURESCENT YELLOW/GREEN
PED/BIKE CROSSING SIGNS (W11-15) ON
(N) 12' PUNCH POST
N
SE
E
MA
T
C
H
L
I
N
E
BE
L
O
W
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
18 LF
12" WHITE
20 LF HI-VIS CROSSWALK
46 LF
HI-VIS CROSSWALK
46 LF
12" WHITE
18 LF
DETAIL 22
50 LF
GREENWAY SYMBOL PER
DETAIL J, SHEET D1
45.5 SQFT
DETAIL 22
50 LF DETAIL 22
50 LF BIKE BUFFER PER DETAIL C SHEET D1, 25 LF
WITH (3) WHITE PEXCO CITY POST W/ EAC
MOUNT PER GENERAL NOTES
PARKING "T"s PER CITY STD 7410, Typ.
CASE 1 BIKE LANE PER DETAIL D, SHEET D1
25 LF
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
3
2
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BR IA N A .NELS
O
N
No. C 79870
7232
2000608
DATE
1" = 40'
BN
WBH
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2
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PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
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DATE:
CITY SPECIFICATION NO.
0 40 80 S
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AttDFhPHnt 9, PDgH 4 of 7
N
DETAIL 22
50 LF
12" WHITE
15.5 LF
"STOP" LEGEND
22 SQFT
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
3
4
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
3
2
N
DETAIL 22
642 LF12" WHITE
19.5 LF
12" WHITE
20.5 LF
"STOP" LEGEND
22 SQFT, Typ.
GREENWAY SYMBOL PER
DETAIL J, SHEET D1
45.5 SQFT
INSTALL FLUORESCENT
YELLOW/GREEN (N) W11-15
SIGN ON (N) 12' PUNCH POST
INSTALL FLUORESCENT
YELLOW/GREEN (N) W11-15
SIGN ON (N) 12' PUNCH POST
REMOVE EXISTING "BIKE MAY USE
FULL LANE" SIGN AND REPLACE
WITH "TORO GREENWAY" SIGN PER
DETAIL I, SHEET D1 ON SAME POST
REMOVE EXISTING "BIKE MAY USE FULL
LANE" SIGN AND REPLACE WITH "TORO
GREENWAY" SIGN PER DETAIL I, SHEET
D1 ON SAME POST
BIKE BUFFER PER DETAIL C SHEET D1, 25 LF
WITH (3) WHITE PEXCO CITY POST W/ EAC
MOUNT PER GENERAL NOTES
BIKE BUFFER PER DETAIL C
SHEET D1, 25 LF
WITH (3) WHITE PEXCO CITY
POST W/ EAC MOUNT PER
GENERAL NOTES
FURNISH AND INSTALL RECTANGULAR RAPID FLASHING BEACON
(RRFB) SYSTEM (CARMANAH R920-F OR APPROVED EQUAL),
PEDESTRIAN PUSH BUTTON AND SOLAR KIT ON 16' PUNCH POST.
INSTALL FLUORESCENT YELLOW/GREEN PEDESTRIAN CROSSING
SIGN (W11-15 AND W16-7P) ON BOTH SIDES OF RRBF, Typ.
RED CURB
20 LF
CASE 1 BIKE LANE PER
DETAIL D, SHEET D1
25 LF
CASE 1 BIKE LANE PER DETAIL D, SHEET D1
25 LF
CASE 3 BIKE
LANE PER DETAIL
D, SHEET D1
57 LF
CASE 3 BIKE LANE PER
DETAIL D, SHEET D1
57 LF
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7233
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
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G
2
0
2
4
PLAN FILE NO. / LOCATION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
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T
T
I
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PR
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:
DATE:
CITY SPECIFICATION NO.
0 40 80 S
TO
R
O
,
P
A
C
I
F
I
C
90
P
L
A
N
S
)
O
R
R
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W
O
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N
O
T
)
O
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C
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S
T
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8
C
T
I
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AttacKment 9 Page 5 oI 7
N
"STOP" LEGEND
22 SQFT
12" WHITE
18.5 LF
N
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
SH
E
E
T
S
3
3
(E) BRIDGE 12" WHITE
18 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
19 LF
DETAIL 22
642 LF, Cont.
DETAIL 22
50 LF
GREENWAY SYMBOL PER
DETAIL J, SHEET D1
45.5 SQFT
INSTALL FLUORESCENT
YELLOW/GREEN (N) W11-15 AND
W16-7P SIGNS ON (N) 12' PUNCH
POST
REMOVE EXISTING "BIKE MAY USE FULL LANE"
SIGN AND REPLACE WITH "TORO GREENWAY"
SIGN PER DETAIL I, SHEET D1 ON SAME POST
SEE
MATCHLINE
BIKE ARROW 3.5 SQFT, Typ.
BIKE RIDER 7 SQFT, Typ.
N
"STOP" LEGEND
22 SQFT
12" WHITE
18.5 LF
DETAIL 22
50 LF
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7234
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
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.
0 40 80 S
TO
R
O
,
P
A
C
I
F
I
C
,
P
I
S
M
O
90
P
L
A
N
S
)
O
R
R
E
V
I
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W
O
N
L
Y
N
O
T
)
O
R
C
O
N
S
T
R
8
C
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O
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AttacKment 9 Page 6 oI 7
SEE
MATCHLINE
ABOVE
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
3
7
SEE
MATCHLINE
SHEET S37
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
3
4
N
"STOP" LEGEND
22 SQFT
12" WHITE
47.5 LF
DETAIL 22
50 LF
GREENWAY SYMBOL PER
DETAIL J, SHEET D1
45.5 SQFT
INSTALL (N) "ISLAY GREENWAY" SIGN PER DETAIL I, SHEET
D1 AND W16-7P (right) SIGN ON (N) 12" PUNCH POST
INSTALL (N) "TORO GREENWAY"
SIGN PER DETAIL I, SHEET D1 ON
(N) 12" PUNCH POST
BULBOUT PER DETAIL F, SHEET D1
8" WHITE 36 LF
12" WHITE 48 LF
DETAIL 22
46 LF
SEE
MATCHLINE
SE
E
MA
T
C
H
L
I
N
E
BE
L
O
W
N
CHEVRON
24 SQFT, Typ.
"STOP" LEGEND
22 SQFT
12" WHITE
18.5 LF
HI-VIS
CROSSWALK
18 LF
HI-VIS
CROSSWALK
14.5 LF
DETAIL 22
111 LF
DETAIL 27B
81 LF
DETAIL 27B
334 LF
DETAIL 27B
194 LF
DETAIL 2
79 LF
"HUMP" LEGEND
26 SQFT, Typ.
DETAIL 22
45 LF
MATCH (E)
(E) SPEED HUMP
REMOVE AND
REPLACE
TRUNCATED
DOMES
S
TATE OF C A L I F O R NIA
R
E
GISTERED P R O F ESSIONAL E
N
G
I
N
EER
C I V I L
BRI A N A . NELS
O
N
No. C 79870
7235
2000608
DATE
1" = 40'
BN
WBH
KH
NGN
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
4
PLAN FILE NO. / LOCATION
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.
0 40 80 S
BU
C
H
O
N
,
T
O
R
O
90
%
P
L
A
N
S
F
O
R
R
E
V
I
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W
O
N
L
Y
-
N
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C
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T
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N
AttDFhPHnt 9, PDgH 7 of 7