HomeMy WebLinkAbout02-16-2022 ATC Agenda PacketCity of San Luis Obispo, Agenda, Planning Commission
Agenda
ACTIVE TRANSPORTATION COMMITTEE
Wednesday, February 16, 2022
6:00 p.m. RESCHEDULED MEETING Teleconference
Pursuant to Executive Orders N-60-20 and N-08-21 executed by the Governor of California, and
subsequently Assembly Bill 361, enacted in response to the state of emergency relating to novel
coronavirus disease 2019 (COVID-19) and enabling teleconferencing accommodations by
suspending or waiving specified provisions in the Ralph M. Brown Act (Government Code §
54950 et seq.), Active Transportation Committee (ATC) members and members of the public may
participate in this meeting by teleconference.
Using the most rapid means of communication available at this time, members of the public
are encouraged to participate in ATC meetings in the following ways:
1. Remote Viewing - Members of the public who wish to watch the meeting can:
• View the Webinar (recommended for the best viewing quality):
➢ URL:
➢ https://slocity-org.zoom.us/j/87605815227?pwd=WktCQkk0cG82WDZONXQzMzRGa09Ddz09
➢ Telephone Attendee: +1 (669) 900 -6833
➢ Webinar ID: 876 0581 5227; Passcode: 884685
Note: The City utilizes Zoom Webinar for remote meetings. All attendees will enter the
meeting muted. Prior to joining the meeting, consider reviewing the following tutorials:
Joining a Zoom Meeting, Zoom Audio & Video Basics, Basic In-Meeting Navigation.
2. Public Comment - The ATC will still be accepting public comment for items within their
purview. Public comment can be submitted in the following ways:
• Mail or Email Public Comment
➢ Received by 3:00 PM 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 3:00 PM – Can be submitted via email to advisorybodies@slocity.org
and will be archived/distributed to members of the Advisory Body the day after the
meeting. Emails will not be read aloud during the meeting.
• Verbal Public Comment
a. Received by 3:00 PM 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
Active Transportation Committee Agenda February 16, 2022 Page 2
Advisory Body Members and saved as Agenda Correspondence. Voicemails will not be
played during the meeting.
o During the meeting – Join the webinar (instructions above). Once public comment
for the item you would like to speak on is called, please raise your virtual hand, your
name will be called, and your microphone will be unmuted. If you have questions,
contact the office of the City Clerk at cityclerk@slocity.org or (805) 781-7100.
All comments submitted will be placed into the administrative record of the meeting.
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.
CALL TO ORDER: Chair Russell Mills
ROLL CALL : Committee Members Donette Dunaway, Timothy Jouet, Briana Martenies
(vice-chair), Russell Mills (chair), Jonathan Roberts, Nathan Stong
OATH OF OFFICE: Nathan Stong
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.
CONSIDERATION OF MINUTES
1. Minutes of the November 18, 2021 Regular Meeting
ACTION ITEMS
2. HIGUERA CORRIDOR COMPLETE STREET PROJECT - PRELIMINARY DESIGN
(FUKUSHIMA – 80 MINUTES)
See staff report in the agenda packet.
3. PRADO CREEK BRIDGE
(FUKUSHIMA – 15 MINUTES)
City staff is currently working on the Prado Creek Bridge replacement project. The new bridge
will be wider than the existing one to accommodate planned improvements in the General Plan
including the Prado Road extension over US 101. The current bridge accommodates only two
Active Transportation Committee Agenda February 16, 2022 Page 3
travel lanes with no sidewalks or bike lanes. The new bridge will feature additional vehicular lanes
as well as 5.5-foot-wide sidewalks on both sides. For bicycle circulation, the bridge will include
5-foot-wide sidewalk-level separated bike lanes in both directions with 3-foot-wide stamped
concrete buffers, as well as a 5-foot wide on-street shoulder/bike lane channel in both directions.
The bridge project will also include reconstruction of the S. Higuera/Prado Road intersection,
which is a mitigation requirement per several development projects. The intersection
improvements will include additional turn lanes for vehicles, as well as addition of protected
intersection elements and improved connectivity to the Bob Jones trailhead. Design efforts
initially included an undercrossing of the Bob Jones Trail under this bridge and connecting to the
north side of Prado Road; however, after more detailed hydraulic analysis and design of the bridge
structural elements, it was ultimately concluded that this undercrossing would be infeasible to
construct at this time and would make more sense to include when the trail on the northside of
Prado Road is constructed. Thus, connectivity to/from the Bob Jones Trail is provided at surface
level with protected bike crossings at the S. Higuera/Prado intersection.
The bridge design is currently at the 50% level design. Additional refinements and final
improvements will be subject to successful right-of-way negotiations, which cannot begin until the
environmental document is complete (expected early 2022). While the bridge design has some
way to go before being deemed final, city staff is bringing it to the ATC to gather early comment
and input. See Attachment 2 for the Prado Creek Bridge Design Plan. (Note: the configuration of
the protected intersection at Higuera / Prado is shown slightly different than the design shown in
Agenda Item 2. The bridge plan designs include the latest design concepts, which show a fully
protected corner at each leg of the intersection. This is the general design staff would like to
proceed with for the protected intersection should right of way be successfully acquired.) See
Attachment 2 for the
STAFF RECOMMENDATION: Provide comment on the current design plans for the Prado
Creek Bridge
ATTACHMENT 2: Prado Creek Bridge Replacement Design Plan
COMMENT AND DISCUSSION
4. Committee Member Updates (5 minutes)
5. Staff Updates (15 minutes)
a. Railroad Safety Trail (Pepper to Phillips)
b. 600 Tank Farm Rd
c. Cerro San Luis Neighborhood Greenway (formerly known as Anholm Neighborhood
Greenway)
d. Agenda Forecast
ADJOURNMENT
Active Transportation Committee Agenda February 16, 2022 Page 4
The next Regular Meeting of the Active Transportation Commi ttee is scheduled for
Thursday , March 17 , 2022, at 6:00 p.m., by teleconference. In addition, a Special Meeting is
scheduled for Thursday, February 24, 2022 by teleconference.
ATTACHMENTS
1. DRAFT Minutes of the November 18, 2021 Regular Meeting
2. Prado Creek Bridge Replacement Design Plan
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
Minutes – Active Transportation Committee Meeting of November 18, 2021 Page 1
Minutes - DRAFT
ACTIVE TRANSPORTATION COMMITTEE
Thursday, November 18, 2021 1
Regular Meeting of the Active Transportation Committee 2
3
CALL TO ORDER 4
5
A Regular Meeting of the San Luis Obispo Active Transportation Committee was called to order 6
on Thursday, November 18, 2021 at 6:00 p.m. via teleconference, by Chair Arndt. 7
8
ROLL CALL 9
10
Present: Committee Members Thomas Arndt (chair), Donette Dunaway, Timothy Jouet, 11
Russell Mills, and Jonathan Roberts 12
13
Absent: Briana Martenies (vice-chair), and Audrey Ogden 14
15
Staff: Active Transportation Manager Adam Fukushima, and Recording Secretary Lareina 16
Gamboa 17
18
PUBLIC COMMENT ITEMS NOT ON THE AGENDA 19
Lea Brooks 20
Myron Amerine 21
22
--End of Public Comment-- 23
24
APPROVAL OF MINUTES 25
26
1.Review Minutes of the Active Transportation Committee Meeting of September 16, 2021:27
28
ACTION: UPON MOTION BY COMMITTEE MEMBER MILLS, SECONDED BY 29
COMMITTEE MEMBER DUNAWAY, CARRIED 5-0, to approve the Minutes of the Active 30
Transportation Committee Meeting of September 16, 2021, as presented. 31
32
Public Comment 33
None. 34
35
--End of Public Comment-- 36
37
BUSINESS ITEMS 38
39
2.Officer Elections:40
The committee elected a new chair officer.41
42
ACTION: UPON MOTION BY COMMITTEE MEMBER DUNAWAY, SECONDED BY 43
Attachment 1, Page 1 of 3
Minutes – Active Transportation Committee Meeting of November 18, 2021 Page 2
COMMITTEE MEMBER JOUET, CARRIED 5-0, to approve Russell Mills as Chair to fill 44
the rest of the term until new officer elections are held in May 2022. 45
46
Public Comment 47
Myron Amerine 48
49
--End of Public Comment-- 50
51
3. FY 2021-22 Minor Active Transportation Facility Improvements 52
Active Transportation Manager Fukushima provided a presentation and responded to 53
Committee inquiries. 54
55
ACTION: UPON MOTION BY COMMITTEE MEMBER DUNAWAY, SECONDED BY 56
COMMITTEE MEMBER JOUET, CARRIED 5-0, agreeing to the staff recommendation to 57
fund the list of projects for minor pedestrian facility improvements. 58
59
WITHDRAWN MOTION: UPON MOTION BY COMMITTEE MEMBER ROBERTS, 60
SECONDED BY COMMITTEE MEMBER JOUET for the ATC to recommend that the city 61
council considers diverting adequate funds towards an emergency safety build-out on Foothill 62
Blvd. SECOND AND MOTION WITHDRAWN. 63
64
ACTION: UPON MOTION BY COMMITTEE MEMBER MILLS, SECONDED BY 65
COMMITTEE MEMBER JOUET, CARRIED 4-1, to agree to staff’s recommendation to 66
begin the study of Foothill Blvd to put in protected bike lanes and to encourage the city to 67
accelerate this project to whatever extent is possible. 68
69
Public Comment 70
Myron Amerine 71
Lea Brooks 72
Steve Klisch 73
74
--End of Public Comment-- 75
76
COMMENT AND DISCUSSION 77
78
4. Committee Member Updates 79
5. Staff Updates 80
a. Railroad Safety Trail (Pepper to Phillips) 81
b. Halloween Pedestrian Safety Campaign 82
c. Bike Light Awareness Campaign 83
d. S, Higuera Corridor Quick-Build Project 84
e. County Probation Office Expansion Project MND 85
f. Agenda Forecast 86
87
ADJOURNMENT 88
89
Attachment 1, Page 2 of 3
Minutes – Active Transportation Committee Meeting of November 18, 2021 Page 3
The meeting was adjourned at 7:58 p.m. The next Regular Active Transportation Committee 90
meeting is scheduled for Thursday, January 20, 2022 at 6:00 p.m., by teleconference. 91
92
93
APPROVED BY THE ACTIVE TRANSPORTATION COMMITTEE: XX/XX/2021 94
95
96
Attachment 1, Page 3 of 3
CITY OF SAN LUIS OBISPOPRADO ROAD BRIDGE REPLACEMENTINTERSECTION LAYOUT PLANNovember 23, 20212040(IN FEET)10GRAPHIC SCALE1 IN = 20 FT0Attachment 2, Page 1 of 2
CITY OF SAN LUIS OBISPOPRADO ROAD BRIDGE REPLACEMENTPROJECT LAYOUT PLANNovember 23, 202150100(IN FEET)25GRAPHIC SCALE1 IN = 50 FT0Attachment 2, Page 2 of 2
City of San Luis Obispo, Agenda, Planning Commission
Active Transportation Committee
AGENDA REPORT ITEM 2
DATE: February 16, 2022
FROM: Adam Fukushima, Active Transportation Manager
SUBJECT: Higuera Corridor Complete Street Project - Preliminary Design
Recommendation:
1. Review and comment on the preliminary engineering concept plans to help guide further
development of the Higuera Corridor Tier 1 ATP project
Background
At the September 16, 2021 meeting the Active Transportation Committee (ATC) recommended a
prioritization list for the Tier 1 projects from the Active Transportation Plan. This list will help
staff get an early start in the planning and funding of these projects ahead of each budget cycle and
serve as a tool to inform the committee’s future budget requests. From that prioritized list, the ATC
selected the Higuera corridor from Marsh to Los Osos Valley Road as the first project to begin
planning and recommended use of $50,000 in the 2021-23 FY Budget toward preliminary
engineering. The Higuera corridor has a high ridership potential (40% of all trips as detailed in the
Active Transportation Plan) as well as the opportunity to take advantage of two already planned
improvement projects in the current budget cycle: repaving of Higuera (Marsh – Madonna) in 2023
and a safety widening project on Higuera (Bridge – Elks). Given the complexity of the intersection
at Madonna / Higuera and lack of low-stress bikeways on Madonna between Higuera and the
Madonna Inn entry, the committee also requested that the segment of Madonna Rd from Higuera
to the Madonna Inn also be included with this project.
Over the last few months City staff has been working with a consultant, Alta Planning + Design,
and have completed preliminary engineering plans (10% level completion) for committee input
and comment. It must be emphasized that these plans are preliminary and still require further
analysis. In particular, the design must also be guided with parallel analysis of any changes to
traffic operations associated with the proposed corridor improvements, which will help identify
any possible conflicts with the General Plan policies and help guide the final project
recommendations. While the intent of this project is to increase safety and priority for active
transportation users along the Higuera corridor, potential impacts to vehicular traffic operations
must at least be considered, evaluated and disclosed under the framework of the General Plan
circulation policies, particularly potential impacts to transit and emergency response.
The current design concepts have been guided by a high-level assessment of traffic capacity needs
based on existing and projected future auto traffic volumes, but staff did not want to progress with
Active Transportation Committee Agenda Item 2, February 16, 2022 Page 2
a comprehensive traffic operations analysis until the ATC has had an opportunity to provide initial
input and direction on the project designs.
In addition to the traffic analysis, right-of-way issues especially for the segment of Madonna Road
(from the Madonna Inn to Higuera) may have an effect on the design plans given that the US 101
bridge is a Caltrans facility. Further analysis needed to guide final designs includes assessment of
utility conflicts, evaluating the type of separation for the protected bike lanes, and needed ADA
improvements for pedestrians along the route. In addition to bikeway enhancements, staff will
endeavor to include as many curb ramp, sidewalk, and pedestrian crossing improvements as
feasible with the final corridor designs.
Design work for the Higuera Corridor Complete Street Project is currently funded through
preliminary concept planning and traffic analysis screening only. The City’s Mid-Year Budget
Review is scheduled to go to the City Council for approval on February 15, 2022 and includes a
$250,000 budget request to fund remaining design work needed to prepare construction-ready
plans for this project. This funding is to come from the City’s Infrastructure Investment Reserve,
which includes the $1.7M in funding displaced by the Anholm Greenway (informally now referred
to as the Cerro San Luis Greenway), which was earmarked for future ATP Tier 1 projects, such as
the Higuera corridor plans. Staff plans to request appropriation of the remaining funds needed for
construction once a final project design has been prepared, and detailed costs estimates are
available.
Conceptual Analysis by Segment
Per the ATC request, City staff worked with the consultant to develop preliminary designs that
improve active transportation along the Higuera corridor incorporating needs identified in the
Active Transportation Plan. In general, the preliminary design incorporates protected bike lanes
on as many segments of Higuera that width allows, improvements at intersections and driveway
conflict areas, as well as crossing improvements for pedestrians. See Attachment A for the
Preliminary Design Plan Set. What follows is a general description of the analysis by segment:
➢ Higuera Corridor: Marsh St to South St
As mentioned at the September 16, 2021 meeting, this segment is challenged with an abundance
of driveways that makes it difficult to maintain continuous protected bikeways. For this reason,
the design consultant has recommended maintaining buffered bike lanes along the segment of
Higuera between Marsh and South Street, except for a short segment in the northbound direction
approaching Marsh Street, where a protected bike lane is proposed. The current plans do provide
wider bike lanes than currently exist and include addition of green conflict striping through
intersections to provide more visibility for bicycle circulation. In addition, new hi-vis ladder style
crosswalks are proposed at intersections and a new crosswalk with Rapid Rectangular Flashing
Beacons is proposed at the intersection of Higuera and Pacific Street.
➢ Higuera Corridor: South St to Bridge St
For pedestrian circulation, this segment features hi-vis ladder style striping at all existing
crosswalks. In addition, a crossing improvement (potentially a rectangular rapid flashing beacon)
Active Transportation Committee Agenda Item 2, February 16, 2022 Page 3
is proposed at the south leg of the intersection at Bridge Street; however, the presence of the
existing bus stop at this location creates some challenges with maintaining adequate visibility of
this crossing and further design review is required. For bicycle circulation on southbound Higuera,
a protected bike lane is proposed with intersection conflict zone markings. To navigate through
the double right turn lanes at Madonna Road, the preliminary design proposes to develop a refuge
for turning bikes known as a “jug handle” which would lead to the center pork chop islands and
allow bicycles to cross the dual right-turn lanes with a dedicated signal phase, as done currently
by pedestrians at this location (see figure 1). Further engineering would define the separation
between pedestrian and bicycle traffic on the pork chop island, which would require concrete
reconstruction work. But the “jug handle” to pork chop bicycle movement is a proposed solution
to the current challenge of navigating through the double right turn lanes. For northbound bicycle
circulation, the preliminary design proposes a protected bike lane with wider width than currently
available which would better align a bicycle to use the right turn only lane to either turn right or
proceed straight (a provision that is now allowed under the Vehicle Code). Two-stage bike left
turn boxes are also proposed at the Higuera/South intersection to provide a refuge area for cyclists
waiting to continue through the intersection.
➢ Higuera Corridor: Bridge St to Prado Rd
This segment has the highest potential for protected
bike lanes. Given the relatively low number of
driveways on this segment compared to other
segments and greater feasibility of auto lane
reductions, this segment has potential to
accommodate minimum 7-foot-wide bike lanes and
4-foot-wide buffer/barrier north of the Prado
intersection. At intersections, this segment proposes
dashed conflict striping and green bike
channelization. At Elks Lane, hi-vis crosswalks are
proposed as part of a traffic signal/pedestrian hybrid
beacon, which would be constructed as part of the
Prado Creek Bridge Replacement Project. At Prado Figure 2: Prado Rd / Higuera Protected
Intersection
Figure 1: Madonna Rd / Higuera Intersection
Active Transportation Committee Agenda Item 2, February 16, 2022 Page 4
Road a protected intersection is proposed (see figure 2), also to be constructed as part of the Prado
Creek Bridge Replacement Project (See Agenda Item 3).
➢ Higuera Corridor: Prado Rd to Tank Farm Rd
This segment would accommodate narrow protected bike lanes, 5-foot-wide bike lanes and a 2-
foot-wide buffer/separation. Buffered bike lanes could also be considered if additional functional
bike lane width is desired. Intersections would feature dashed green conflict striping. To better
facilitate southbound left turns at Granada Dr., a bike “jug handle” has been considered as a
possible alternative for two-stage left turns but that would require widening the sidewalk on the
west side and likely right-of-way acquisition. For pedestrian circulation, all intersections would
include hi-vis ladder crosswalks.
➢ Higuera Corridor: Tank Farm Rd to Suburban Rd
This segment would feature hi-vis ladder crosswalks at all intersections for pedestrians. For
bicycling, a “jug handle” is proposed for southbound travel at the intersection with Suburban but
would require sidewalk widening and potential right-of-way acquisition. Given roadway width
constraints and traffic volumes, this segment proposes two alternatives for bicycle
accommodation.
Alternative 1 (Quick-Build)
This alternative is what is shown on the current concept plans and could be implemented
within the existing roadway width and right-of-way constraints. This includes 6-foot-wide
bike lanes in both directions and minimum width auto lanes but does not provide sufficient
width for bike buffers or physical separation.
Alternative 2A (Higher-Cost, On-Street)
This alternative, which is noted on the current concept plans but has not yet been designed,
would include widening of the roadway east side to provide additional width for protected
bike lanes on both sides of the street at the street level. The challenges with this option in
addition to significant costs include potential impacts to utilities, fire hydrants, street light
poles, and the need to remove several mature cypress trees. This alternative would also
require right-of-way agreements with adjacent property owners, as the existing parkway
and sidewalk area are currently private property with a public easement for
landscaping/sidewalk only. Further analysis would be needed to better understand the
costs, utility conflicts, and potential environmental impacts of this alternative.
Alternative 2B (Higher-Cost, Off-Street)
This alternative would create a northbound protected bike lane on the sidewalk level
parallel to the existing detached sidewalk. Similar to Alternative 2A described above, this
would require removal of some landscaping and irrigation, likely removal of several mature
cypress trees, and successful right of way agreements. This option would then allow width
to narrow the northbound bike lane/shoulder to create additional width for a southbound
protected bike lane on the street level.
➢ Higuera Corridor: Suburban Rd to Los Osos Valley Road
Active Transportation Committee Agenda Item 2, February 16, 2022 Page 5
Along this segment, seven-foot protected bike lanes are proposed with three-foot buffers along
with conflict green striping at intersections and driveways. At the intersection of Los Osos Valley
Road, two alternatives will be further studied:
Alternative 1 (Bike Lane Channelization)
This option is currently shown in the concept drawings and is generally consistent with
what exists today at this intersection for the southbound bike approach, albeit with
additional green pavement markings for added visibility. Bike lane channelization would
be included in the southbound direction at the intersection itself, but cyclists will still need
to merge across one southbound auto lane (with green backed sharrows) approaching the
intersection to continue southbound.
Alternative 2: (Bike Signal and Curbside Protected Bike Lane)
This option is identified as an alternative on the concept plans, but a design drawing has
not yet been prepared. This would include retaining the southbound bike lane at the
curbside to the right of the auto right-turn lane, then separating the southbound bicycle
movement with a dedicated bike signal phase. This option would likely impact traffic
operations, but staff believes this is worth considering and plans to conduct focused traffic
operations analysis to confirm potential benefits and disadvantages of this approach. Figure
3 below illustrates the general concept of this alternative.
Figure 3. Design Concept for Alternative 2
Active Transportation Committee Agenda Item 2, February 16, 2022 Page 6
➢ Madonna Rd: Madonna Inn to Higuera St
To complete the gap between Higuera and the newly completed shared use path on Madonna Road,
this segment begins at the Madonna Inn intersection and features hi-vis ladder style crosswalks
and a two-stage turn box in front of the eastbound through and left turn lane to accommodate
bicycle circulation exiting the path eastbound. On the overpass, protected bike lanes are proposed
ranging in width from 5.5 feet to 7 with a 2-3-foot-wide buffer depending on varying roadway
widths along this segment. It should be emphasized that this proposal is highly dependent on
agreement from Caltrans who has jurisdiction on the US 101 overpass as well as the intersection
at the Madonna Inn and would need to accept minimum 10-foot lane widths, which do not meet
the desired 12-foot width that Caltrans generally requires.
Questions for ATC Discussion
Higuera St. from Marsh St. to Los Osos Valley Road is a complex transportation corridor with
prevailing vehicular speeds that exceed 40 mph in some locations and high vehicular volumes,
including transit service, and large trucks which serve light industrial land uses in the vicinity. The
corridor also accommodates a high volume of regional auto trips using US 101 at the intersections
of Higuera and Los Osos Valley Road which are unlikely to convert to bike and pedestrian trips
with this project. Therefore, accommodating protected bike lanes along this corridor will require
certain trade-offs which the ATC should consider. To help, city staff has prepared several
questions to facilitate ATC discussion.
1) Does the ATC prefer protected bike lanes of narrower width than what is preferred in
ATP design guidance (min width: 5 feet, preferred width: 8 feet) vs the potential to provide
widened buffered bike lanes? Protected bike lanes have the potential to increase bicycle comfort
levels but minimum widths would provide less functional width for bicycles, less flexibility for
passing other cyclists, avoiding debris, and higher potential for conflicts with the gutter lip and
adjacent curbs/physical barriers. While there would be more comfort for less experienced cyclists,
experienced riders would need to accept more friction with slower riders within narrower protected
bike lanes.
2) Does the ATC support narrowed vehicular lanes, especially in the business areas where
higher volumes of delivery vehicles are expected and could have an effect on bicycle comfort
levels? In order to accommodate protected bike lanes or buffered bike lanes in some segments,
vehicular lanes will need to be narrowed to a minimum of 10-foot lanes. This could create some
challenges for larger commercial vehicles and transit vehicles with little separation between travel
lanes and adjacent bicycle buffers/barriers. Auto lane reductions are being suggested on several
segments of Higuera (road diets), but lane reductions may not be viable on segments of Higuera
where existing and near-term traffic volumes exceed the capacity that a road with one lane in each
direction can accommodate (specifically, segments south of Prado Road). The City Council could
decide to accept a project that removes auto capacity and degrades traffic operations below the
thresholds adopted in the General Plan, but potential impacts to transit operations and emergency
response times would need to be considered as well. See figure 4 detailing the existing average
daily traffic by segment and the max volume threshold for lane reductions. The traffic model
analysis will confirm these potential impacts. It should also be noted that traffic volumes along the
Active Transportation Committee Agenda Item 2, February 16, 2022 Page 7
southern segments of Higuera are anticipated to increase measurably in the coming years with the
build out of the Avila Ranch and San Luis Ranch developments.
3) Does the ATC prefer either of the alternatives proposed for the segments from Tank Farm
Rd to Suburban and Suburban to Tank Farm Road? These alternatives require more
challenging design work, higher costs, and real conflicts with utilities, and potential for
environmental concerns with required tree removals. These challenges could also add significant
delays to the project implementation. Should these alternatives be explored in greater detail as
part of the current project? Or should the current project proceed on a quick-build timeframe with
striped bike lanes, with potential to follow up with a stand-alone project in the future to widen the
roadway for protected bike lanes?
4) Does the ATC support the proposal to create a “jug handle” to accommodate through
movement at the Madonna Rd intersection and left hand turns at other intersections?
5) Does the ATC have any input regarding pedestrian circulation of the preliminary plan?
Next Steps
Following review and input from the ATC, staff will continue to develop the design plan as well
as preparing a detailed traffic operations analysis. Staff will keep the ATC informed about the
progress of the design and analysis as it develops. Staff has already initiated the financial
Figure 4. Average Daily Traffic by Segment on Higuera Street
Active Transportation Committee Agenda Item 2, February 16, 2022 Page 8
planning for this project and has begun preparing to apply for California Active Transportation
Program funds for Cycle 6, which announces a call for projects in March. Depending on the
success of the grant application as well as any needed right of way acquisition, construction
could begin as soon as summer 2023.
Recommendation:
1. Review and comment on the preliminary engineering plans to help guide further
development of the Higuera Corridor Tier 1 ATP project.
Attachments:
Attachment A: Higuera Corridor Preliminary Design Set
PROJECT NO:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SCALE:DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertSHEET OFSHEET NO.SHEET TITLEMARKDESCRIPTIONISSUEDATE INTIAL617 W 7th Street, #1103 | Los Angeles, CA 90017213-489-7443 | altago.comDwg filename: N:\Shared\PROJECTS\2021\00-2021-206 SLO, CA Higuera Street Quick Build 10%\CAD\01_Plans\2021-206_PLN_Higuera-10-Percent.dwg Last saved by: joepaull Plot date: 2/10/2022 2:34 PM Plotstyle table: ALTA NCS Standard.stb00-2021-20610% CONCEPT DESIGNT-01CITY OF SAN LUIS OBISPOHIGUERA CORRIDORCOMPLETE STREETTITLE SHEET2.10.20221" = 20'1 19HIGUERA CORRIDORCOMPLETE STREET PROJECT10% CONCEPT PLANSINDEX OF DRAWINGSTITLE SHEETLAYOUT PLANSDETAILT-01L-01 TO L17D-01SHEETNO.DESCRIPTIONITEMNO.12-1819LIMITS OF WORKNOT TO SCALELOCATION & KEY MAPSOURCES: GOOGLE MAPS (2021)NOT FOR CONSTRUCTIONMARSH STMADONNA RDS HIGUERA STPRADO RDTANK FARM RDVACHELL LNLOS OSOSVALLEY RDUS-101ENDPROJECT WORKBEGINPROJECT WORK919 PALM STREETSAN LUIS OBISPO, CA 93401Agenda Item 2, Attachment A, Page 1 of 19
CLASS II BUFFEREDBICYCLE POCKETBICYCLE MERGING AREACLASS IV BIKEWAYLOS OSOSVALLEY RDS HIGUERA ST9+0010+0011+0012+0054'
5'10'10'10'6'10'
2'ALTERNATIVE: MAINTAIN BIKEWAY ATCURBLINE AND INSTALL DEDICATED BICYCLESIGNAL PHASE AT INTERSECTION. WILLREQUIRE FURTHER TRAFIC STUDY.2'CLASS IV BIKEWAYCLASS IV BIKEWAYDRIVEWAY CONFLICTZONE MARKINGSINTERSECTIONCONFLICT ZONEMARKINGSS HIGUERA STINTERSECTION IMPROVEMENTS(BY OTHERS)13+0014+0015+0016+0017+00VACHELL LN150'TRANSITION5'10'10'10'10'5'56'2'ADJUST PLANS FOR MEDIAN ISLAND TOALLOW FOR PROPOSED CROSS-SECITON2'PAINTED MEDIANPROJECT NO:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SCALE:DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertSHEET OFSHEET NO.SHEET TITLEMARKDESCRIPTIONISSUEDATE INTIAL93401SAN LUIS OBISPO, CA919 PALM STREET617 W 7th Street, #1103 | Los Angeles, CA 90017213-489-7443 | altago.comDwg filename: N:\Shared\PROJECTS\2021\00-2021-206 SLO, CA Higuera Street Quick Build 10%\CAD\01_Plans\2021-206_PLN_Higuera-10-Percent.dwg Last saved by: joepaull Plot date: 2/10/2022 2:34 PM Plotstyle table: ALTA NCS Standard.stb
SCALEPLAN SCALEFEET02020104000-2021-20610% CONCEPT DESIGNL-01CITY OF SAN LUIS OBISPOHIGUERA CORRIDORCOMPLETE STREETLAYOUT SHEET2.10.20221" = 20'2 19
MATCHLINE - STA 12+50, SEE BELOW LEFTMATCHLINE - STA 17+00, SEE SHEET 3
MATCHLINE - STA 12+50, SEE ABOVE RIGHTVACHELL LNNOTE:CLASS IV BIKEWAYS SHALL HAVEVERTICAL ELEMENTS PER CAMUTCDAND DIB 89-01 GUIDELINES. VERTICALELEMENTS TO BE CENTERED INBIKEWAY BUFFER AND SPACING SHALLCONSIDER DRIVEWAY LOCATIONS.FURTHER DETAILS OF VERTICALELEMENTS TO BE DETERMINED ATLATER STAGE OF DESIGN.Agenda Item 2, Attachment A, Page 2 of 19
UPGRADE ALLCROSSWALKS TOHIGH VISIBILITYCROSSWALKSINTERSECTIONCONFLICT ZONEMARKINGSCLASS II BIKE LANEBUS STOP TREATMENTBIKE JUG HANDELS HIGUERA ST17+0018+0019+0020+0021+0022+007'65'6'10'6'62'3'10'11'11'10'3'7'10'10'10'10'ALTERNATIVE: RECONSTRUCT SIDEWALK TO PROVIDEADDITIONAL ROOM FOR BICYCLE JUG HANDLE AT THISLOCATION, WHILE MAINTAINING 5' OF SIDEWALK WIDTHALTERNATIVE: PROVIDE SIDEWALK-LEVEL CLASS IV BIKEWAY.CONSIDER WIDENING TO PROVIDE 6' BIKEWAY WIDTH WITH 2'WIDE BUFFER FROM SUBURBAN ROAD TO TANK FARM ROADPAINTED MEDIANCLASS II BIKELANECLEARKEEP
115' TRANSITION AREAINTERSECTIONCONFLICT ZONEMARKINGSNEW HIGH VISIBILITYCROSSWALK MARKINGSLASPRADERASDRS HIGUERA ST22+0023+0024+0025+0026+0027+006'10'6'62'64'5'5'10'10'10'10'10'5'5'64'10'10'10'10'10'10'10'10'2'2'2'2'ALTERNATIVE: PROVIDE SIDEWALK-LEVEL CLASS IV BIKEWAY.CONSIDER WIDENING TO PROVIDE 6' BIKEWAY WIDTH WITH 2'WIDE BUFFER FROM SUBURBAN ROAD TO TANK FARM ROADBEGIN TRANSITION TOTANK FARM ROADINTERSECTION DESIGNINTERSECTIONCONFLICT ZONEMARKINGSUPGRADE EXISTINGCROSSWALK TO HIGHVISIBILITY CROSSWALKCLASS II BIKEWAY10'PROJECT NO:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SCALE:DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertSHEET OFSHEET NO.SHEET TITLEMARKDESCRIPTIONISSUEDATE INTIAL93401SAN LUIS OBISPO, CA919 PALM STREET617 W 7th Street, #1103 | Los Angeles, CA 90017213-489-7443 | altago.comDwg filename: N:\Shared\PROJECTS\2021\00-2021-206 SLO, CA Higuera Street Quick Build 10%\CAD\01_Plans\2021-206_PLN_Higuera-10-Percent.dwg Last saved by: joepaull Plot date: 2/10/2022 2:34 PM Plotstyle table: ALTA NCS Standard.stb00-2021-20610% CONCEPT DESIGNL-02CITY OF SAN LUIS OBISPOHIGUERA CORRIDORCOMPLETE STREETLAYOUT SHEET2.10.20221" = 20'3 19
MATCHLINE - STA 22+00, SEE BELOW LEFTMATCHLINE - STA27+00, SEE SHEET 4
MATCHLINE - STA 22+00, SEE ABOVE RIGHT MATCHLINE - STA 17+00, SEE SHEET 2
SCALEPLAN SCALEFEET020201040SUBURBAN RDNOTE:CLASS IV BIKEWAYS SHALL HAVEVERTICAL ELEMENTS PER CAMUTCDAND DIB 89-01 GUIDELINES. VERTICALELEMENTS TO BE CENTERED INBIKEWAY BUFFER AND SPACING SHALLCONSIDER DRIVEWAY LOCATIONS.FURTHER DETAILS OF VERTICALELEMENTS TO BE DETERMINED ATLATER STAGE OF DESIGN.Agenda Item 2, Attachment A, Page 3 of 19
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E S HIGUERA STEXISTING IMPROVEMENTS COMPLETEDBY OTHERS115' TRANSITION AREA27+0028+0029+0030+0031+0032+0076'TANK FARMINSTALL SIGNAL LOOPS FORBICYCLE DETECTIONCROSS-SECTION TO BEUPDATED (BY OTHERS) TOACCOMMODATE 2' BUFFERCROSS-SECTION TO BE UPDATED (BY OTHERS)TO ACCOMMODATE 2' BUFFERCROSS-SECTION TO BEUPDATED (BY OTHERS) TOACCOMMODATE 2' BUFFERALTERNATIVE: PROVIDE SIDEWALK-LEVEL CLASS IV BIKEWAY.CONSIDER WIDENING TO PROVIDE 6' BIKEWAY WIDTH WITH 2'WIDE BUFFER FROM SUBURBAN ROAD TO TANK FARM ROADCLASS IV BIKEWAYS HIGUERA STINTERSECTION IMPROVEMENTS(BY OTHERS)32+0033+0034+0035+0036+0037+00TANK FARM RD64'76'5'10'10'10'10'10'5'CROSS-SECTION TO BEUPDATED (BY OTHERS) TOACCOMMODATE 2' BUFFERCROSS-SECTION TO BEUPDATED (BY OTHERS) TOACCOMMODATE 2' BUFFER2'2'CLASS IV BIKEWAYPROJECT NO:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SCALE:DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertSHEET OFSHEET NO.SHEET TITLEMARKDESCRIPTIONISSUEDATE INTIAL93401SAN LUIS OBISPO, CA919 PALM STREET617 W 7th Street, #1103 | Los Angeles, CA 90017213-489-7443 | altago.comDwg filename: N:\Shared\PROJECTS\2021\00-2021-206 SLO, CA Higuera Street Quick Build 10%\CAD\01_Plans\2021-206_PLN_Higuera-10-Percent.dwg Last saved by: joepaull Plot date: 2/10/2022 2:35 PM Plotstyle table: ALTA NCS Standard.stb00-2021-20610% CONCEPT DESIGNL-03CITY OF SAN LUIS OBISPOHIGUERA CORRIDORCOMPLETE STREETLAYOUT SHEET2.10.20221" = 20'4 19
MATCHLINE - STA 32+00, SEE BELOW LEFTMATCHLINE - STA 37+00, SEE SHEET 5
MATCHLINE - STA 32+00, SEE ABOVE RIGHT MATCHLINE - STA 27+00, SEE SHEET 3
TANK FARM RDSCALEPLAN SCALEFEET020201040NOTE:CLASS IV BIKEWAYS SHALL HAVEVERTICAL ELEMENTS PER CAMUTCDAND DIB 89-01 GUIDELINES. VERTICALELEMENTS TO BE CENTERED INBIKEWAY BUFFER AND SPACING SHALLCONSIDER DRIVEWAY LOCATIONS.FURTHER DETAILS OF VERTICALELEMENTS TO BE DETERMINED ATLATER STAGE OF DESIGN.Agenda Item 2, Attachment A, Page 4 of 19
CLASS IV BIKEWAYCLASS IV BIKEWAYCLASS IV BIKEWAYNEW HIGH VISIBILITY CROSSWALK MARKINGS37+0038+0039+0040+0041+0042+005'5'64'10'10'10'10'10'5'64'10'10'10'10'10'5'2'2'INTERSECTIONCONFLICT ZONEMARKINGS2'2'INTERSECTIONCONFLICT ZONEMARKINGSCLASS IV BIKEWAYCLASS IV BIKEWAYNEW HIGH VISIBILITYCROSSWALK MARKINGSCLASS IV BIKEWAY42+0043+0044+0045+0046+005'64'64'5'10'10'10'10'10'5'10'10'10'10'5'10'2'2'CLASS IV BIKEWAY2'2'PROJECT NO:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SCALE:DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertSHEET OFSHEET NO.SHEET TITLEMARKDESCRIPTIONISSUEDATE INTIAL93401SAN LUIS OBISPO, CA919 PALM STREET617 W 7th Street, #1103 | Los Angeles, CA 90017213-489-7443 | altago.comDwg filename: N:\Shared\PROJECTS\2021\00-2021-206 SLO, CA Higuera Street Quick Build 10%\CAD\01_Plans\2021-206_PLN_Higuera-10-Percent.dwg Last saved by: joepaull Plot date: 2/10/2022 2:35 PM Plotstyle table: ALTA NCS Standard.stb00-2021-20610% CONCEPT DESIGNL-04CITY OF SAN LUIS OBISPOHIGUERA CORRIDORCOMPLETE STREETLAYOUT SHEET2.10.20221" = 20'5 19
MATCHLINE - STA 42+00, SEE BELOW LEFT
MATCHLINE - STA 46+50, SEE SHEET 6
MATCHLINE - STA 42+00, SEE ABOVE RIGHT MATCHLINE - STA 37+00, SEE SHEET 4
HIND LNS HIGUERA STZACA LNSCALEPLAN SCALEFEET020201040NOTE:CLASS IV BIKEWAYS SHALL HAVEVERTICAL ELEMENTS PER CAMUTCDAND DIB 89-01 GUIDELINES. VERTICALELEMENTS TO BE CENTERED INBIKEWAY BUFFER AND SPACING SHALLCONSIDER DRIVEWAY LOCATIONS.FURTHER DETAILS OF VERTICALELEMENTS TO BE DETERMINED ATLATER STAGE OF DESIGN.Agenda Item 2, Attachment A, Page 5 of 19
INTERSECTIONCONFLICT ZONEMARKINGSCLASS IV BIKEWAYCLASS IV BIKEWAYUPGRADE EX. CROSSWALKSWITH HIGH VISIBILITYCROSSWALK MARKINGSS HIGUERA ST47+0048+0049+0050+0051+0064'5'10'10'10'10'10'5'64'5'10'10'10'10'7'10'2'2'2'ALTERNATIVE: RECONSTRUCT SIDEWALKAREA TO PROVIDE ROOM FOR BICYCLEJUG HANDLE AT THIS LOCATIONCLASS IV BIKEWAYCLASS IV BIKEWAYS HIGUERA STINTERSECTION IMPROVEMENTS(BY OTHERS)51+0052+0053+0054+0055+0010'10'10'10'10'5'64'5'10'10'10'10'6'15'5'70'PRADO RD2'2'2'2'CROSS-SECTION TO BEUPDATED (BY OTHERS) TOACCOMMODATE 2' BUFFERCROSS-SECTION TO BEUPDATED (BY OTHERS) TOACCOMMODATE 2' BUFFERPROJECT NO:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SCALE:DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertSHEET OFSHEET NO.SHEET TITLEMARKDESCRIPTIONISSUEDATE INTIAL93401SAN LUIS OBISPO, CA919 PALM STREET617 W 7th Street, #1103 | Los Angeles, CA 90017213-489-7443 | altago.comDwg filename: N:\Shared\PROJECTS\2021\00-2021-206 SLO, CA Higuera Street Quick Build 10%\CAD\01_Plans\2021-206_PLN_Higuera-10-Percent.dwg Last saved by: joepaull Plot date: 2/10/2022 2:35 PM Plotstyle table: ALTA NCS Standard.stb00-2021-20610% CONCEPT DESIGNL-05CITY OF SAN LUIS OBISPOHIGUERA CORRIDORCOMPLETE STREETLAYOUT SHEET2.10.20221" = 20'6 19
MATCHLINE - STA 51+00, SEE BELOW LEFTMATCHLINE - STA 55+50, SEE SHEET 7
MATCHLINE - STA 51+00, SEE ABOVE RIGHT MATCHLINE - STA 46+50, SEE SHEET 5GRANADA DRS HIGUERA STSCALEPLAN SCALEFEET020201040NOTE:CLASS IV BIKEWAYS SHALL HAVEVERTICAL ELEMENTS PER CAMUTCDAND DIB 89-01 GUIDELINES. VERTICALELEMENTS TO BE CENTERED INBIKEWAY BUFFER AND SPACING SHALLCONSIDER DRIVEWAY LOCATIONS.FURTHER DETAILS OF VERTICALELEMENTS TO BE DETERMINED ATLATER STAGE OF DESIGN.Agenda Item 2, Attachment A, Page 6 of 19
DS HIGUERA STINTERSECTION IMPROVEMENTS(BY OTHERS)INTERSECTIONIMPROVEMENTS(BY OTHERS)60+0061+0062+0063+0064+0065+005'10'10'11'11'5'10'10'11'11'10'12'5'5'10'10'5'73'10'10'15'10'70'PRADO RDPRADO RD10'15'2'2'2'2'2'S HIGUERA STINTERSECTION IMPROVEMENTS(BY OTHERS)56+0057+0058+0059+0060+0010'16'10'10'5'10'6'71'5'10'10'11'11'10'11'5'71'3'PRADO RD2'2'2'PROJECT NO:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SCALE:DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertSHEET OFSHEET NO.SHEET TITLEMARKDESCRIPTIONISSUEDATE INTIAL617 W 7th Street, #1103 | Los Angeles, CA 90017213-489-7443 | altago.comDwg filename: N:\Shared\PROJECTS\2021\00-2021-206 SLO, CA Higuera Street Quick Build 10%\CAD\01_Plans\2021-206_PLN_Higuera-10-Percent.dwg Last saved by: joepaull Plot date: 2/10/2022 2:36 PM Plotstyle table: ALTA NCS Standard.stb00-2021-20610% CONCEPT DESIGNL-06CITY OF SAN LUIS OBISPOHIGUERA CORRIDORCOMPLETE STREETLAYOUT SHEET2.10.20221" = 20'7 19
MATCHLINE - STA 60+00, SEE BELOW LEFT
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MATCHLINE - STA 60+00, SEE ABOVE RIGHT MATCHLINE - STA 55+50, SEE SHEET 6PRADO ROADSCALEPLAN SCALEFEET020201040PRADO ROADAgenda Item 2, Attachment A, Page 7 of 19
BUS STOP TREATMENTBUS STOP TREATMENTS HIGUERA STINTERSECTIONIMPROVEMENTS(BY OTHERS)65+0066+0067+0068+0069+005'10'10'15'10'10'5'70'64'205' TRANSITION AREAPRADO RD7'4'11'10'10'11'4'7'2'2'10'10'INTERSECTIONCONFLICT ZONEMARKINGSDRIVEWAYCONFLICT ZONEMARKINGSDRIVEWAYCONFLICT ZONEMARKINGSDRIVEWAYCONFLICT ZONEMARKINGSCLASS IV BIKEWAYCLASS IV BIKEWAYUPGRADE EX. CROSSWALKSWITH HIGH VISIBILITYCROSSWALK MARKINGSUPGRADE EX. CROSSWALKSWITH HIGH VISIBILITYCROSSWALK MARKINGSS HIGUERA ST70+0071+0072+0073+0074+007'11'10'10'11'11'64'4'64'7'5'11'14'11'5'7'PROVIDE FOG LINE AT EDGEOF GUTTERPAN (TYP.)PROVIDE FOG LINE AT EDGEOF GUTTERPAN (TYP.)PROJECT NO:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SCALE:DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertSHEET OFSHEET NO.SHEET TITLEMARKDESCRIPTIONISSUEDATE INTIAL93401SAN LUIS OBISPO, CA919 PALM STREET617 W 7th Street, #1103 | Los Angeles, CA 90017213-489-7443 | altago.comDwg filename: N:\Shared\PROJECTS\2021\00-2021-206 SLO, CA Higuera Street Quick Build 10%\CAD\01_Plans\2021-206_PLN_Higuera-10-Percent.dwg Last saved by: joepaull Plot date: 2/10/2022 2:36 PM Plotstyle table: ALTA NCS Standard.stb00-2021-20610% CONCEPT DESIGNL-07CITY OF SAN LUIS OBISPOHIGUERA CORRIDORCOMPLETE STREETLAYOUT SHEET2.10.20221" = 20'8 19
MATCHLINE - STA 69+50, SEE BELOW LEFT
MATCHLINE - STA 74+50, SEE
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MATCHLINE - STA 69+50, SEE ABOVE RIGHT MATCHLINE - STA 65+00, SEE SHEET 7MARGARITA AVESCALEPLAN SCALEFEET020201040NOTE:CLASS IV BIKEWAYS SHALL HAVEVERTICAL ELEMENTS PER CAMUTCDAND DIB 89-01 GUIDELINES. VERTICALELEMENTS TO BE CENTERED INBIKEWAY BUFFER AND SPACING SHALLCONSIDER DRIVEWAY LOCATIONS.FURTHER DETAILS OF VERTICALELEMENTS TO BE DETERMINED ATLATER STAGE OF DESIGN.Agenda Item 2, Attachment A, Page 8 of 19
DRIVEWAYCONFLICT ZONEMARKINGSDRIVEWAYCONFLICT ZONEMARKINGSDRIVEWAYCONFLICT ZONEMARKINGSINTERSECTIONCONFLICT ZONEMARKINGSDRIVEWAYCONFLICT ZONEMARKINGSCLASS IV BIKEWAYCLASS IV BIKEWAYNEW HIGH VISIBILITYCROSSWALK MARKINGSS HIGUERA ST75+0076+0077+0078+0079+0064'64'7'5'11'14'11'5'7'7'5'11'12'11'5'11'PROVIDE FOG LINE AT EDGEOF GUTTERPAN (TYP.)PROVIDE FOG LINE AT EDGEOF GUTTERPAN (TYP.)PROPOSED CURB AND GUTTERAND AC IMPROVEMENTS(BY OTHERS)DRIVEWAYCONFLICT ZONEMARKINGSDRIVEWAYCONFLICT ZONEMARKINGSDRIVEWAYCONFLICT ZONEMARKINGSCLASS IV BIKEWAYCLASS IV BIKEWAYCLASS IV BIKEWAYS HIGUERA ST80+0081+0082+0083+0084+007'5'11'12'11'16'7'5'11'12'11'5'7'62'64'62'7'5'11'12'11'5'7'PROVIDE FOG LINE AT EDGEOF GUTTERPAN (TYP.)PROVIDE FOG LINE AT EDGEOF GUTTERPAN (TYP.)PROJECT NO:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SCALE:DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertSHEET OFSHEET NO.SHEET TITLEMARKDESCRIPTIONISSUEDATE INTIAL93401SAN LUIS OBISPO, CA919 PALM STREET617 W 7th Street, #1103 | Los Angeles, CA 90017213-489-7443 | altago.comDwg filename: N:\Shared\PROJECTS\2021\00-2021-206 SLO, CA Higuera Street Quick Build 10%\CAD\01_Plans\2021-206_PLN_Higuera-10-Percent.dwg Last saved by: joepaull Plot date: 2/10/2022 2:36 PM Plotstyle table: ALTA NCS Standard.stb00-2021-20610% CONCEPT DESIGNL-08CITY OF SAN LUIS OBISPOHIGUERA CORRIDORCOMPLETE STREETLAYOUT SHEET2.10.20221" = 20'9 19
MATCHLINE - STA 79+50, SEE BELOW LEFT
MATCHLINE - STA 84+50, SEE SHEET 10
MATCHLINE - STA 79+50, SEE ABOVE RIGHT MATCHLINE - STA 74+50, SEE SHEET 8
CHUMASH DRSCALEPLAN SCALEFEET020201040NOTE:CLASS IV BIKEWAYS SHALL HAVEVERTICAL ELEMENTS PER CAMUTCDAND DIB 89-01 GUIDELINES. VERTICALELEMENTS TO BE CENTERED INBIKEWAY BUFFER AND SPACING SHALLCONSIDER DRIVEWAY LOCATIONS.FURTHER DETAILS OF VERTICALELEMENTS TO BE DETERMINED ATLATER STAGE OF DESIGN.Agenda Item 2, Attachment A, Page 9 of 19
DRIVEWAYCONFLICT ZONEMARKINGSDRIVEWAYCONFLICT ZONEMARKINGSCLASS IVBIKEWAYCLASS IVBIKEWAYS HIGUERA ST85+0086+0087+0088+0089+007'5'11'12'5'9'5'11'12'11'5'7'62'56'11'10'11'4'9'4'7'DRIVEWAYCONFLICT ZONEMARKINGSCLASS IVBIKEWAYCLASS IVBIKEWAYS HIGUERA ST89+0090+0091+0092+0093+0094+007'4'11'10'11'4'7'54'7'4'11'10'11'4'7'54'PAINTEDMEDIANPROJECT NO:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SCALE:DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertSHEET OFSHEET NO.SHEET TITLEMARKDESCRIPTIONISSUEDATE INTIAL93401SAN LUIS OBISPO, CA919 PALM STREET617 W 7th Street, #1103 | Los Angeles, CA 90017213-489-7443 | altago.comDwg filename: N:\Shared\PROJECTS\2021\00-2021-206 SLO, CA Higuera Street Quick Build 10%\CAD\01_Plans\2021-206_PLN_Higuera-10-Percent.dwg Last saved by: joepaull Plot date: 2/10/2022 2:37 PM Plotstyle table: ALTA NCS Standard.stb00-2021-20610% CONCEPT DESIGNL-09CITY OF SAN LUIS OBISPOHIGUERA CORRIDORCOMPLETE STREETLAYOUT SHEET2.10.20221" = 20'10 19
MATCHLINE - STA 89+00, SEE BELOW LEFT
MATCHLINE - STA 94+00, SEE SHEET 11
MATCHLINE - STA 89+50, SEE ABOVE RIGHT MATCHLINE - STA 84+50, SEE SHEET 9FONTANA AVESCALEPLAN SCALEFEET020201040NOTE:CLASS IV BIKEWAYS SHALL HAVEVERTICAL ELEMENTS PER CAMUTCDAND DIB 89-01 GUIDELINES. VERTICALELEMENTS TO BE CENTERED INBIKEWAY BUFFER AND SPACING SHALLCONSIDER DRIVEWAY LOCATIONS.FURTHER DETAILS OF VERTICALELEMENTS TO BE DETERMINED ATLATER STAGE OF DESIGN.Agenda Item 2, Attachment A, Page 10 of 19
CLASS IVBIKEWAYCLASS IVBIKEWAYBICYCLE POCKETMERGE AREABICYCLE THROUGH POCKETNEW HIGH VISIBILITYCROSSWALK MARKINGSS HIGUERA ST94+0095+0096+0097+0098+0099+004'7'7'4'11'10'11'4'7'54'8'11'13'11'5'61'61'8'5'11'13'11'5'8'8'INTERSECTION CONTROL ALTERNATIVESCURRENTLY BEING ASSESSEDCROSSWALK SHALL BE ADDED AT THIS LOCATION IFTHE INTERSECTION BECOMES FULLY SIGNALIZED6'2'10'BICYCLE INTERSECTIONCONFLICT MARKINGSINTERSECTIONCONFLICT ZONEMARKINGSDRIVEWAYCONFLICT ZONEMARKINGSDRIVEWAYCONFLICT ZONEMARKINGSINTERSECTIONCONFLICT ZONEMARKINGSDRIVEWAYCONFLICT ZONEMARKINGSCLASS IVBIKEWAYCLASS IVBIKEWAYCLASS IVBIKEWAYCLASS IVBIKEWAYCLASS IVBIKEWAYS HIGUERA ST99+00100+00101+00102+00103+00104+008'5'11'13'11'5'61'7'5'11'13'11'65'ROADWAY WIDENING ON WEST SIDE OF CORRIDOR(BY OTHERS)8'5'8'62'5'11'14'11'8'5'7'PROJECT NO:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SCALE:DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertSHEET OFSHEET NO.SHEET TITLEMARKDESCRIPTIONISSUEDATE INTIAL93401SAN LUIS OBISPO, CA919 PALM STREET617 W 7th Street, #1103 | Los Angeles, CA 90017213-489-7443 | altago.comDwg filename: N:\Shared\PROJECTS\2021\00-2021-206 SLO, CA Higuera Street Quick Build 10%\CAD\01_Plans\2021-206_PLN_Higuera-10-Percent.dwg Last saved by: joepaull Plot date: 2/10/2022 2:37 PM Plotstyle table: ALTA NCS Standard.stb00-2021-20610% CONCEPT DESIGNL-10CITY OF SAN LUIS OBISPOHIGUERA CORRIDORCOMPLETE STREETLAYOUT SHEET2.10.20221" = 20'11 19
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MATCHLINE - STA 104+00, SEE SHEET 12
MATCHLINE - STA 99+00, SEE ABOVE RIGHT MATCHLINE - STA 94+00, SEE SHEET 10 ELKS LNSCALEPLAN SCALEFEET020201040NOTE:CLASS IV BIKEWAYS SHALLHAVE VERTICAL ELEMENTS PERCAMUTCD AND DIB 89-01GUIDELINES. VERTICALELEMENTS TO BE CENTERED INBIKEWAY BUFFER AND SPACINGSHALL CONSIDER DRIVEWAYLOCATIONS. FURTHER DETAILSOF VERTICAL ELEMENTS TO BEDETERMINED AT LATER STAGEOF DESIGN.Agenda Item 2, Attachment A, Page 11 of 19
CLASS IVBIKEWAYCLASS IVBIKEWAYINTERSECTIONCONFLICT ZONEMARKINGSNEW HIGH VISIBILITYCROSSWALKBUS STOPTREATMENTS HIGUERA ST104+00105+00106+00107+00108+00109+0065'6'2'12'19'10'15'64'7'13'11'5'7'65'ROADWAY WIDENING ON WEST SIDE OF CORRIDOR(BY OTHERS)7'13'11'5'7'5'11'5'11'ALTERNATIVE: CONSIDER FLOATINGBUS ISLAND AT THIS LOCAITONPOSSIBLE RRFB, PENDING FURTHER TRAFFICSTUDY AND SAFETY ENGINEERING (BY OTHERS)PROVIDE FOG LINE AT EDGEOF GUTTERPAN (TYP.)PROVIDE FOG LINE AT EDGEOF GUTTERPAN (TYP.)INTERSECTIONCONFLICT ZONEMARKINGSINTERSECTIONCONFLICT ZONEMARKINGSNEW BICYCLE CROSSINGPARALLEL TO EX. CROSSWALKEXPAND EX. PATHWAY THROUGHMEDIAN TO ACCOMMODATEPEDESTRIANS AND BICYCLISTSUPGRADE EX. CROSSWALKS WITHHIGH VISIBILITY CROSSWALKMARKINGSS HIGUERA ST109+00110+00111+00112+00113+00114+0030+0031+0031+236'3'11'19'11'2'12'64'8'10'10'10'10'10'10'6'11'11'10'37'80'10'10'11'3'6'2'RAISED MEDIAN ISLANDRAISED MEDIAN ISLANDREDUCE MEDIAN ISLANDPROJECT NO:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SCALE:DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertSHEET OFSHEET NO.SHEET TITLEMARKDESCRIPTIONISSUEDATE INTIAL93401SAN LUIS OBISPO, CA919 PALM STREET617 W 7th Street, #1103 | Los Angeles, CA 90017213-489-7443 | altago.comDwg filename: N:\Shared\PROJECTS\2021\00-2021-206 SLO, CA Higuera Street Quick Build 10%\CAD\01_Plans\2021-206_PLN_Higuera-10-Percent.dwg Last saved by: joepaull Plot date: 2/10/2022 2:38 PM Plotstyle table: ALTA NCS Standard.stb00-2021-20610% CONCEPT DESIGNL-11CITY OF SAN LUIS OBISPOHIGUERA CORRIDORCOMPLETE STREETLAYOUT SHEET2.10.20221" = 20'12 19
MATCHLINE - STA 109+00, SEE BELOW LEFTMATCHLINE - STA 114+00, SEE SHEET 13
MATCHLINE - STA 109+00, SEE ABOVE RIGHT MATCHLINE - STA104+00, SEE SHEET 11
BRIDGE STMADONNA RDSCALEPLAN SCALEFEET020201040NOTE:CLASS IV BIKEWAYS SHALLHAVE VERTICAL ELEMENTS PERCAMUTCD AND DIB 89-01GUIDELINES. VERTICALELEMENTS TO BE CENTERED INBIKEWAY BUFFER AND SPACINGSHALL CONSIDER DRIVEWAYLOCATIONS. FURTHER DETAILSOF VERTICAL ELEMENTS TO BEDETERMINED AT LATER STAGEOF DESIGN.Agenda Item 2, Attachment A, Page 12 of 19
CLASS IIBUFFEREDBIKEWAYCLASS IIBUFFEREDBIKEWAYINSTALL ADVANCE BICYCLEDETECTION FOR MADONNAROAD INTERSECTIONINTERSECTIONCONFLICT ZONEMARKINGSUPGRADE EX. CROSSWALKSWITH HIGH VISIBILITYCROSSWALK MARKINGSS HIGUERA ST114+00115+00116+00117+00118+00119+0010'2'6'65'8'80'14'11'11'11'11'11'2'6'11'11'10'37'2'6'10'10'10'10'CLASS IIBUFFEREDBIKEWAYCLASS IIBUFFEREDBIKEWAYBIKEWAY TRANSITIONS HIGUERA ST119+00120+00121+00122+00123+00124+005'2'11'10'10'65'65'65'6'8'11'14'11'6'8'PROJECT NO:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SCALE:DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertSHEET OFSHEET NO.SHEET TITLEMARKDESCRIPTIONISSUEDATE INTIAL93401SAN LUIS OBISPO, CA919 PALM STREET617 W 7th Street, #1103 | Los Angeles, CA 90017213-489-7443 | altago.comDwg filename: N:\Shared\PROJECTS\2021\00-2021-206 SLO, CA Higuera Street Quick Build 10%\CAD\01_Plans\2021-206_PLN_Higuera-10-Percent.dwg Last saved by: joepaull Plot date: 2/10/2022 2:38 PM Plotstyle table: ALTA NCS Standard.stb00-2021-20610% CONCEPT DESIGNL-12CITY OF SAN LUIS OBISPOHIGUERA CORRIDORCOMPLETE STREETLAYOUT SHEET2.10.20221" = 20'13 19
MATCHLINE - STA 119+00, SEE BELOW LEF
T
MATCHLINE - STA 124+00, SEE SHEET 14
MATCHLINE - STA 119+00, SEE ABOVE RIGHT MATCHLINE - STA 114+00, SEE SHEET 12
SOUTH STSOUTH STSCALEPLAN SCALEFEET020201040Agenda Item 2, Attachment A, Page 13 of 19
CLASS II BUFFEREDBIKE LANESCLASS II BUFFEREDBIKE LANESCLASS II BUFFEREDBIKE LANESCLASS II BUFFEREDBIKE LANESINTERSECTIONCONFLICT MARKINGSUPGRADE EX. CROSSWALKS TO HIGHVISIBILITY CROSSWALK MARKINGSHIGHSTREETS HIGUERA STPISMO STREET124+00125+00126+00127+00128+00129+0065'6'10'5.5'10'10'2'45'45'2'10'10'10'2'6'2'5.5'45'CLASS II BUFFEREDBIKE LANESCLASS II BUFFEREDBIKE LANESCLASS II BUFFEREDBIKE LANESCONSIDERINSTALLING RRFBCROSSINGINTERSECTIONCONFLICTMARKINGSPACIFIC STS HIGUERA STWALK
E
R
S
T 129+00130+00131+00132+00133+00134+005.5'12'10'11'5.5'44'
44'
5'10'10'10'
5'2'
2'PROJECT NO:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SCALE:DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertSHEET OFSHEET NO.SHEET TITLEMARKDESCRIPTIONISSUEDATE INTIAL93401SAN LUIS OBISPO, CA919 PALM STREET617 W 7th Street, #1103 | Los Angeles, CA 90017213-489-7443 | altago.comDwg filename: N:\Shared\PROJECTS\2021\00-2021-206 SLO, CA Higuera Street Quick Build 10%\CAD\01_Plans\2021-206_PLN_Higuera-10-Percent.dwg Last saved by: joepaull Plot date: 2/10/2022 2:39 PM Plotstyle table: ALTA NCS Standard.stb00-2021-20610% CONCEPT DESIGNL-13CITY OF SAN LUIS OBISPOHIGUERA CORRIDORCOMPLETE STREETLAYOUT SHEET2.10.20221" = 20'14 19
MATCHLINE - STA 129+00, SEE BELOW LEFTMATCHLINE - STA 134+00, SEE SHEET 15
MATCHLINE - STA 129+00, SEE ABOVE RIGHT MATCHLINE - STA 124+00, SEE SHEET 13
SCALEPLAN SCALEFEET020201040Agenda Item 2, Attachment A, Page 14 of 19
CLASS IV BIKEWAYINTERSECTIONCONFLICT ZONEMARKINGSMARSH STS HIGUERA ST134+00135+00136+00137+00137+7444'5'10'10'10'5'2'2'INTERSECTION IMPROVEMENTS CURRENTLYUNDER CONSTRUCTION (BY OTHERS)PROJECT NO:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SCALE:DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertSHEET OFSHEET NO.SHEET TITLEMARKDESCRIPTIONISSUEDATE INTIAL93401SAN LUIS OBISPO, CA919 PALM STREET617 W 7th Street, #1103 | Los Angeles, CA 90017213-489-7443 | altago.comDwg filename: N:\Shared\PROJECTS\2021\00-2021-206 SLO, CA Higuera Street Quick Build 10%\CAD\01_Plans\2021-206_PLN_Higuera-10-Percent.dwg Last saved by: joepaull Plot date: 2/10/2022 2:39 PM Plotstyle table: ALTA NCS Standard.stb00-2021-20610% CONCEPT DESIGNL-14CITY OF SAN LUIS OBISPOHIGUERA CORRIDORCOMPLETE STREETLAYOUT SHEET2.10.20221" = 20'15 19
MATCHLINE - STA 134+00, SEE 14
SCALEPLAN SCALEFEET020201040NOTE:CLASS IV BIKEWAYS SHALLHAVE VERTICAL ELEMENTS PERCAMUTCD AND DIB 89-01GUIDELINES. VERTICALELEMENTS TO BE CENTERED INBIKEWAY BUFFER AND SPACINGSHALL CONSIDER DRIVEWAYLOCATIONS. FURTHER DETAILSOF VERTICAL ELEMENTS TO BEDETERMINED AT LATER STAGEOF DESIGN.Agenda Item 2, Attachment A, Page 15 of 19
TWO-STAGE BICYCLETURNING BOXUPGRADE ALL CROSSWALKS ATINTERSECTION TO HIGH VISIBILITYCROSSWALK MARKINGSINTERSECTION CONFLICTMARKINGS (TYP.)CLASS IV BIKEWAYCLASS IV BIKEWAYMADONNA RD8+009+0010+0011+0012+0013+0085'5.5'2'10'10'10'10'10'10'10'2'5.5'INSTALL GUIDE SIGN INSTRUCTING BICYCLISTS TO USECROSSWALK TO ACCESS NB MADONNA ROAD BIKE LANESASSESS IMPACTR OF BICYCLESIGNAL PHASES FOR TRAFFICSIGNAL AT THIS LOCATIONCONSTRUCTED CLASS ISHARED USE PATHCLASS IV BIKEWAYCLASS IV BIKEWAYMADONNA RD13+0014+0015+0016+0017+0018+005'2'10'10'10'10'10'10'10'2'5'84'80'6'3'11'10'10'10'10'11'3'6'PROJECT NO:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SCALE:DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertSHEET OFSHEET NO.SHEET TITLEMARKDESCRIPTIONISSUEDATE INTIAL93401SAN LUIS OBISPO, CA919 PALM STREET617 W 7th Street, #1103 | Los Angeles, CA 90017213-489-7443 | altago.comDwg filename: N:\Shared\PROJECTS\2021\00-2021-206 SLO, CA Higuera Street Quick Build 10%\CAD\01_Plans\2021-206_PLN_Higuera-10-Percent.dwg Last saved by: joepaull Plot date: 2/10/2022 2:40 PM Plotstyle table: ALTA NCS Standard.stb00-2021-20610% CONCEPT DESIGNL-15CITY OF SAN LUIS OBISPOHIGUERA CORRIDORCOMPLETE STREETLAYOUT SHEET2.10.20221" = 20'16 19
MATCHLINE - STA 13+00, SEE BELOW LEFTMATCHLINE - STA 18+00, SEE SHEET 17
MATCHLINE - STA 13+00, SEE ABOVE RIGHT
SCALEPLAN SCALEFEET020201040NOTE:CLASS IV BIKEWAYS SHALLHAVE VERTICAL ELEMENTS PERCAMUTCD AND DIB 89-01GUIDELINES. VERTICALELEMENTS TO BE CENTERED INBIKEWAY BUFFER AND SPACINGSHALL CONSIDER DRIVEWAYLOCATIONS. FURTHER DETAILSOF VERTICAL ELEMENTS TO BEDETERMINED AT LATER STAGEOF DESIGN.Agenda Item 2, Attachment A, Page 16 of 19
CLASS IV BIKEWAYCLASS IV BIKEWAYCLASS IV BIKEWAYINTERSECTIONCONFLICTMARKINGS (TYP.)UPGRADE EXCROSSWALKS TOHIGH VISIBILITYCROSSWALKMARKINGSMADONNA RD18+0019+0020+0021+0022+0023+0079'5.5'3'11'10'10'10'10'11'3'5.5'66'
7'
4'
11'11'11'
11'11'CLASS IV BIKEWAYUPGRADE EXCROSSWALK TOHIGH VISIBILITYCROSSWALKMARKINGSINTERSECTIONCONFLICTMARKINGS (TYP.)MADONNA RD23+0024+0025+0026+0066'7'4'11'11'11'11'4'7'5'10'10'10'10'5'10'65'2'2'PROJECT NO:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SCALE:DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertSHEET OFSHEET NO.SHEET TITLEMARKDESCRIPTIONISSUEDATE INTIAL93401SAN LUIS OBISPO, CA919 PALM STREET617 W 7th Street, #1103 | Los Angeles, CA 90017213-489-7443 | altago.comDwg filename: N:\Shared\PROJECTS\2021\00-2021-206 SLO, CA Higuera Street Quick Build 10%\CAD\01_Plans\2021-206_PLN_Higuera-10-Percent.dwg Last saved by: joepaull Plot date: 2/10/2022 2:40 PM Plotstyle table: ALTA NCS Standard.stb00-2021-20610% CONCEPT DESIGNL-16CITY OF SAN LUIS OBISPOHIGUERA CORRIDORCOMPLETE STREETLAYOUT SHEET2.10.20221" = 20'17 19
MATCHLINE - STA 23+00, SEE BELOW LEFT
MATCHLINE - STA 26+50, SEE SHEET 18
MATCHLINE - STA 23+00, SEE ABOVE RIGHT MATCHLINE - STA 18+00, SEE SHEET 16
SCALEPLAN SCALEFEET020201040NOTE:CLASS IV BIKEWAYS SHALLHAVE VERTICAL ELEMENTS PERCAMUTCD AND DIB 89-01GUIDELINES. VERTICALELEMENTS TO BE CENTERED INBIKEWAY BUFFER AND SPACINGSHALL CONSIDER DRIVEWAYLOCATIONS. FURTHER DETAILSOF VERTICAL ELEMENTS TO BEDETERMINED AT LATER STAGEOF DESIGN.Agenda Item 2, Attachment A, Page 17 of 19
INTERSECTIONCONFLICT ZONEMARKINGSMADONNA RDUPGRADE EX. CROSSWALKS WITHHIGH VISIBILITY CROSSWALKMARKINGSS
H
I
G
U
E
R
A
S
T
INTERSECTIONCONFLICT ZONEMARKINGSMADONNA RDEXPAND EX. PATHWAY THROUGHMEDIAN TO ACCOMMODATEPEDESTRIANS AND BICYCLISTSNEW BICYCLE CROSSINGPARALLEL TO EX. CROSSWALK1
1
1
+
0
0
1
1
2
+
0
0
1
1
3
+
0
027+0028+0029+0030+0031+0031+2367'5'10'10'10'10'10'5'10'10'10'10'2'2'PROJECT NO:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SCALE:DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertSHEET OFSHEET NO.SHEET TITLEMARKDESCRIPTIONISSUEDATE INTIAL93401SAN LUIS OBISPO, CA919 PALM STREET617 W 7th Street, #1103 | Los Angeles, CA 90017213-489-7443 | altago.comDwg filename: N:\Shared\PROJECTS\2021\00-2021-206 SLO, CA Higuera Street Quick Build 10%\CAD\01_Plans\2021-206_PLN_Higuera-10-Percent.dwg Last saved by: joepaull Plot date: 2/10/2022 2:41 PM Plotstyle table: ALTA NCS Standard.stb00-2021-20610% CONCEPT DESIGNL-17CITY OF SAN LUIS OBISPOHIGUERA CORRIDORCOMPLETE STREETLAYOUT SHEET2.10.20221" = 20'18 19
MATCHLINE - STA 26+50, SEE SHEET 17
SCALEPLAN SCALEFEET020201040NOTE:CLASS IV BIKEWAYS SHALL HAVE VERTICAL ELEMENTS PER CAMUTCD AND DIB 89-01 GUIDELINES. VERTICALELEMENTS TO BE CENTERED IN BIKEWAY BUFFER AND SPACING SHALL CONSIDER DRIVEWAY LOCATIONS.FURTHER DETAILS OF VERTICAL ELEMENTS TO BE DETERMINED AT LATER STAGE OF DESIGN.Agenda Item 2, Attachment A, Page 18 of 19
DIRECTION OF
VEHICULAR TRAVEL BIKE LANE ARROWPER CALTRANSSTD PLAN A24A[WHITE]BIKE LANE SYMBOLWITH PERSONPER CALTRANSSTD PLAN A24C[WHITE]BICYCLE LANE PAVEMENT MARKINGPER DETAIL 1, THIS SHEETBICYCLE LANE LINE,TYP BOTH SIDESEXCEPT WHERE BIKE LANEABUTS THE FACE OF CURBGREEN PAVEMENT MARKINGGREEN PAVEMENT MARKING6" WIDE STRIPE [WHITE] (CALTRANS DET 39A),TYP BOTH SIDESPAVEMENT MARKING[WHITE]4" WIDE DIAGONAL STRIPE[WHITE]PER CAMUTCD Figure 9C-104(CA)BIKE LANE LINE, TYP BOTH SIDES6" WIDE STRIPE [WHITE]PER CALTRANS DETAIL 39ON STD PLAN A20D30°6" WIDE STRIPE [WHITE] (CALTRANS DET 39A) ISOMITTED WHEN CONFLICT ZONE MARKINGS AREAGAINST CURB/GUTTERCLASS IV BIKEWAYS SHALL HAVEVERTICAL ELEMENTS FOR PHYSICALSEPARATION CENTERED BETWEENDIAGONAL STRIPES(VERTICAL ELEMENTS TO BE DETERMINEDIN LATER PHASE OF DESIGN)5'-0"6' 6"1'-9"6'-0"3'-4"17'-6"6"20'-6"
OR AS SHOWN ON PLANS
5'-0" OR AS SHOWN ON PLANS1'-6"
1'-6"1'-0"6" GAPMATCH WIDTH OF BIKEWAY4'-0"
(OR PER PLANS)
8'-0" GAP
(OR PER PLANS)
25'-0" TYP
AS SHOWN ON PLANSPROJECT NO:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SCALE:DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertSHEET OFSHEET NO.SHEET TITLEMARKDESCRIPTIONISSUEDATE INTIAL93401SAN LUIS OBISPO, CA919 PALM STREET617 W 7th Street, #1103 | Los Angeles, CA 90017213-489-7443 | altago.comDwg filename: N:\Shared\PROJECTS\2021\00-2021-206 SLO, CA Higuera Street Quick Build 10%\CAD\01_Plans\2021-206_PLN_Higuera-10-Percent.dwg Last saved by: joepaull Plot date: 2/10/2022 2:41 PM Plotstyle table: ALTA NCS Standard.stb00-2021-20610% CONCEPT DESIGND-01CITY OF SAN LUIS OBISPOHIGUERA CORRIDORCOMPLETE STREETDETAIL SHEET2.10.20221" = 20'19 191BICYCLE LANE PAVEMENT MARKINGNO SCALE2GREEN BICYCLE LANE PAVEMENT MARKINGNO SCALE3BUFFERED BICYCLE LANE MARKINGNO SCALE4BIKE LANE YIELD LINE MARKINGNO SCALE5BIKE LANE CONFLICT ZONE MARKINGSNO SCALEAgenda Item 2, Attachment A, Page 19 of 19