HomeMy WebLinkAbout2025-07-22; City Council; Resolution 2025-179Exhibit 1
RESOLUTION NO. 2025-179 .
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD,
CALIFORNIA, APPROVING THE SAGE CREEK HIGH SCHOOL SAFE ROUTES TO
SCHOOL PLAN
WHEREAS, the City Council of the City of Carlsbad, California has determined that improving
traffic safety near Sage Creek High School, which is located at 3900 Bobcat Boulevard, is necessary and
desirable to encourage students and residents to bike and walk to and from school and throughout the
surrounding residential neighborhood; and
WHEREAS, the proposed concept-level project improvements will include various traffic
calming measures and pedestrian crossing enhancements to meet the project goals to slow down
traffic and enhance walkability and bikeability.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Carlsbad, California, as
follows:
1.That the above recitations are true and correct.
2.That the City Council has determined that the proposed action is not a “project” as
defined by the California Environmental Quality Act, or CEQA, Section 21065 and CEQA
Guidelines Section 15378(b)(5) and does not require environmental review under CEQA
Guidelines Section 15060(c)(3) and 15061(b)(3), because the proposed action to
approve a report on the Sage Creek High School Safe Routes to School Plan is an
organizational or administrative government activity that does not involve any
commitment to any specific project which may result in a potentially significant physical
impact on the environment. Any subsequent action or direction stemming from the
proposed action may require preparation of an environmental document in accordance
with CEQA or CEQA Guidelines.
3.That the City Council approves the Sage Creek High School Safe Routes to School Plan,
attached hereto as Attachment A.
July 22, 2025 Item #9 Page 9 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
PASSED, APPROVED AND ADOPTED at a Regular Meeting of the City Council of the City
of Carlsbad on the 22nd day of July, 2025, by the following vote, to wit:
AYES: Blackburn, Bhat-Patel, Acosta, Burkholder, Shin.
NAYS: None.
ABSTAIN: None.
ABSENT: None.
______________________________________
KEITH BLACKBURN, Mayor
______________________________________
SHERRY FREISINGER, City Clerk
(SEAL)
July 22, 2025 Item #9 Page 10 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
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Attachment A
July 22, 2025 Item #9 Page 11 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
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July 22, 2025 Item #9 Page 12 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
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21
July 22, 2025 Item #9 Page 13 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
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Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
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Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
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Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
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Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
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July 22, 2025 Item #9 Page 18 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
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Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
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July 22, 2025 Item #9 Page 20 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
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July 22, 2025 Item #9 Page 21 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
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July 22, 2025 Item #9 Page 22 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
Carlsbad Safe Routes to SchoolCollision Analysis - Sage Creek High School
ID: 81665159
Intersection ConflictSideswipe, bicyclist was traveling wrong way and not riding as close as practicable to right-hand curb, driver made right turn, both bicyclist and driver under 18 y/o
ID: 8727753Unsafe Speed
ID: 8812629Unsafe Speed
ID: 811556710 Intersection ConflictBroadside, 16 y/o bicyclist made left turn, vehicle ROW violation
ID: 82084224Intersection ConflictBroadside, 17 y/o bicyclist made left turn and was traveling on wrong side of road (left-hand side), driver made right turn
ID: 81493611Unsafe Speed
ID: 81894956Unsafe Speed
ID: 8699293Crosswalk Conflict2 pedestrians were crossing in crosswalk at intersection, driver made right turn and did not yield at crosswalk, pedestrian ROW violation, hit and run, 4 school-age victims involved (3 in vehicle, 1 pedestrian)
ID: 81881271Unsafe Speed
Collisions Involving Bicyclist
Collisions Involving Pedestrian
Collisions Involving Vehicles Only
Excessive Speeding Events (Top 40%)
Harsh Braking Events (Top 10%)
Hard Acceleration Events (Top 10%)July 22, 2025 Item #9 Page 23 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
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July 22, 2025 Item #9 Page 25 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
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Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
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Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
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July 22, 2025 Item #9 Page 29 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
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July 22, 2025 Item #9 Page 30 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
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July 22, 2025 Item #9 Page 32 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
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July 22, 2025 Item #9 Page 33 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
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MEMORANDUM
Alta Planning + Design, Inc. City of Carlsbad 1
To: Fehr and Peers; City of Carlsbad
From: Alta Planning + Design
Date: November 19, 2023
Re: School Site Assessment Summary Report for Sage Creek High School
Sage Creek High School
The Carlsbad Safe Route to School (SRTS) project team conducted one walk audit and two listening sessions at Sage Creek
High School in order to understand safety concerns and identity ways to promote active travel for the school commute. This
memo summarizes the findings from the walk audit and both listening sessions.
Walk Audit
A walk audit was conducted at Sage Creek High School in the City of Carlsbad on the afternoon of October 10, 2023. Walk
audit participants included the Sage Creek High School principal, City of Carlsbad staff and leadership, Carlsbad Police
Department staff, Fehr & Peers staff, and Alta Planning + Design staff. Figure 1 shows the main locations that were assessed
during the walk audit.
Figure 1. Sage Creek High School Walk Audit Location Map
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Alta Planning + Design, Inc. City of Carlsbad 2
Figure 2 shows existing condition locations as observed or reported by participants during the walk audit. Specific details
and potential opportunities for each numbered location are provided in the following sections.
Figure 2. Sage Creek High School Existing Condition Locations
1.School Parking Lot
•To avoid sharing of main vehicle entrance during pick up, consider alternate bike exit along the central school
driveway (location #2) from bike parking near Visitor Parking.
•There are two sidewalks along the west side of the driveway, one of which can potentially be turned one into an e-
bike only route. Wheel stops could be added along adjacent Visitor Parking spaces to prevent overhang of vehicles
into the sidewalk area.
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Walk audit participants met at the Central School Driveway to discuss travel concerns and barriers around Sage Creek High School
on the afternoon of October 10, 2023.
2.Bobcat Way (Central School Driveway) and Bobcat Boulevard
•This is a potential alternate exit for e-bikes (as mentioned at location #1).
•School staff are at the school driveway to meter the entrance and exit of vehicles.
•Consider placing a crosswalk at the southwest leg to accommodate students using the bike lane on the south side
of Bobcat Boulevard.
3.Bobcat Boulevard
•A Class I bike path is planned for the north side of the road.
•There may be an opportunity to turn the north side bike lane into a two-way Class IV bikeway. This would prevent
students on bikes from having to cross the road twice.
•Vehicles line up in a U-turn formation at the end of Bobcat Boulevard during drop-off/pick-up hours.
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Vehicles lined up on Bobcat Boulevard during the drop-off hour; Students walked and biked home from school.
4.Bobcat Boulevard/Cannon Road and College Boulevard
•Vehicles are using this intersection as part of an alternate route to access I-5. The eastbound left and southbound
right movements are high during peak commute times, which overlaps in the morning during school drop off.
•This intersection is planned to be reconfigured so that e-bike students can turn left from College Boulevard.
•The new “no right turn on red” sign for southbound traffic on College is helping to prevent conflicts with bikes and
pedestrians using the north-leg crosswalk.
•Pedestrian signal for north crosswalk crossing College Boulevard have Leading Pedestrian Interval.
•Pedestrians/students continue entering the intersection through the end of the flash-don't-walk phase for the
north crosswalk in the afternoon. The westbound vehicle phase remains green beyond the end of the pedestrian
phase, so these students create conflicts with westbound-right-turning vehicles.
•Possible pedestrian improvements that have been considered include a larger staging area on the northeast corner
of the intersection and directional ramps.
•Eastbound traffic entering Bobcat Boulevard from Cannon Road is traveling at high speed while e-bikes are
merging left to enter the school.
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Pedestrians/students continue entering the intersection through the end of the flash-don't-walk phase.
The new “no right turn on red” sign limits conflicts with left-turning bikes.
5.Cannon Road
•The Cannon Road and College Boulevard bus stop has a high student ridership compared to other bus stops in the
city.
•The majority of students walking west along Cannon continue past the bus stop and turn right at Hilltop Street or
Wind Trail Way.
•Walk audit participants counted approximately 110 students total who crossed College Boulevard in the afternoon
of October 10th. Most continued west on Cannon Road towards Hilltop Street and Wind Trail Way.
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6.Pedestrian Paths Connecting to the Foothills Housing Community
•There are two gated pedestrian paths connecting the Foothills housing community to Sage Creek High School. One
path is from Arapaho Place and the other is from Bergen Peak Place, the latter of which walk audit participants
observed 15 to 20 students using immediately after school let out.
o Only residents have the keys to the gate, which includes some students.
o A resident observed some parents dropping off their students at the entrances of the paths.
•A resident observed students jumping over the fence in previous years.
A gated pedestrian path allows students take a short cut from the Foothill community to Sage Creek High School.
7.City-Owned Trail Connecting to The Foothills Housing Community
•There is a City of Carlsbad owned trail on the north side of Four Peaks Street that could potentially become a drop-
off location.
8.College Boulevard
•There is an opportunity to enhance the decomposed granite (DG) sidewalks with a concrete material that is
decorative and textured but will not erode during rainfall, at least on the sloped areas.
•There are three schools (Calavera Hills Elementary School, Calavera Hills Middle School, and Sage Creek High
School) whose students and families use College Boulevard for drop-off/pick-up access every day.
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9.Lake Calavera Trail Adjacent to Sage Creek High School
•There is an extensive trail network to the north of Sage Creek High School that if enhanced, could provide an
alternative route to College Boulevard to access the school.
o Currently, only a portion of the trail is paved, making it hard for students to walk or bike, especially when
it rains because the trails get muddy and flooded.
o The trail transitions from paved to unpaved approximately .5 mile north of the location shown on the
map.
o Ownership of the trail is mixed between the State (The California Department of Fish and Wildlife), a CA
non-profit organization (the Center for Natural Lands Management), and the City of Carlsbad. The un-
paved stretch is owned by the State, so any modifications to the trail itself would need to be approved by
the CA Department of Fish and Wildlife.
The trail alignment could be a good alternative route for students to walk and bike; Walk audit participants discussed the opportunities
and restrictions of using the trail as a comfortable route.
10.Lake Calavera Trail Head at the Intersection of College Boulevard and Carlsbad Village Drive
•This trail head provides convenient connection to/from Carlsbad Village Drive, however it is too steep for students
to walk or bike to enter the trail.
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A steep trail head creates a hard time for students to utilize the trail.
11.College Boulevard/Tamarack Avenue
•Students who are e-biking are making an eastbound right turn here to access College Blvd, sharing space with
vehicles who are making the same movement. There are also e-bikes traveling straight eastbound to access the
Middle School at this intersection.
•An estimated 60 students who use e-bikes travel down from this intersection.
12.Lake Calavera Trail Head
•The location provides a paved entrance to the Calavera Trail, which continues to the south towards the high school
before transitioning to an unpaved fire road.
13.Trail Connecting the Foothill Community to the Robertson Ranch Community
•This trail, which connects two neighborhoods, is not ADA accessible however, it is potentially bikeable.
A trail connecting the Foothill community to the Robertson Ranch community.
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14.El Camino Real/Cannon Road
•There is a newly added pedestrian bridge crossing Agua Hedionda Creek at the southeast corner of this
intersection.
•There is a new park coming at the northwest corner that could potentially become a drop-off location for students
who could walk from there.
•Students who e-bike to campus are making a northbound right turn at this intersection.
Wide Cannon Road and El Camino Real encourages high speeds.
Additional Walk Audit Notes
•Sage Creek High School has about 100 students riding bikes to school and most of them (90%) are e-bikes.
•About 90% of student bikers wear helmet and 80% of them wear helmets with straps.
•During the walk audit, Carlsbad Police Department staff reported more helmet use after e-bike/bike safety
education workshops.
•The City of Carlsbad is currently implementing a restriping plan on east/west corridors across the city.
•Drivers coming from SR 78 will drive through Carlsbad as a shortcut often without a focus on safety and traveling
at high speeds.
•Sage Creek High School’s school boundary reaches into the City of Oceanside.
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Listening Sessions
Two listening sessions were conducted at Sage Creek High School the morning of October 26, 2023 and the evening of
November 8, 2023. The events were promoted through social media and emails. In total, approximately 20 parents,
caregivers, and other school stakeholders attended the listening sessions. Below is a summary of the key themes
shared with the Carlsbad SRTS project team during the listening sessions.
E-Bike/Bike Ridership
• Students ride e-bike or bikes in crosswalks.
• Middle school and high school e-biker/bikers must take a bike safety class through the Carlsbad Police Department in
order to be allowed to ride to school.
• Several parents agree that the educational component is important because more students are wearing helmets this
year after taking the bike safety class.
• Biking in the Dark:
o As the day ends earlier, parents/caregivers do not feel safe letting their students walk or bike to after-school
activities.
o Participants stated that they want more LED signs and lights.
Multi-Modal Access to the School
• The school community wants better bike route connectivity to the school.
• The school/school district should consider increasing school access points so that not all students are coming to the
front of the school.
• Trails:
o Sage Creek High School is unique in that there are many trails that could be used to access school.
o Participants shared that they want the trails enhanced so that they become viable connections to the
neighborhoods.
Ideas to enhance the trails include larger projects to include as a consideration for future project
funding, move the boulder that blocks the trail, and have juniors and seniors come up with
projects through the school’s Genius Project program.
• About 50 students currently take the North County Transit (NCTD) bus. Participants would like better or shorter bus
routes specifically to accommodate the school commute.
• A participant commented that a separated bike lane that is completely separated from the traffic through a physical
median is the only way to protect bicyclists.
• A participant mentioned the traffic lights are designed for cars, so some students are waiting forever for the lights to
turn green and some just go even when the light is still red.
o City staff shared that they may be able to adjust the video cameras, which are used to control traffic lights, to fix this issue.
o A participant suggested painting bikes at locations that trigger sensors (like they do in Oceanside) so that
riders know exactly where to stop to get a green light.
• A participant mentioned that Cannon Road is a wide road and does not feel safe to ride a bike.
• Participants mentioned the need to address traffic on El Camino at Cannon because vehicles block the bike lane
when turning right/north on Cannon, which feels like a “bike jail”.
• A participant observed students who live far away bike to school using El Camino Real.
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Short-Term/Low Cost Improvements, Including Programmatic
•The school community wants to know what they can do in the short-term. This includes programmatic
recommendations, which will be listed in the SRTS Plan.
•The project team noted that Crossing Guard training should include school staff if they are performing Crossing Guard-
type duties.
•Carlsbad residents and drivers could benefit from bike lane education and other rules of the road education, such as
not driving within the striped medians or bike lane buffers and yielding to bicyclists at dashed green bike lanes. This can
be done through social media.
•The project team should look into getting easements or access agreements for pick-up/drop-off with the local home-
owners associations, including The Foothills neighborhood.
•Participants would love to see more “Bike to School/Work Day” events.
•The school community would like to see a Crossing Guard located at Bobcat Boulevard/Cannon Road and College
Boulevard.
Other Feedback
•Parents complained about the 85th percentile rule for setting speed limits because most drivers go faster than the
speed limit all the time.
•The school community wants to contact SANDAG and/or Caltrans to advocate that projects get completed (e.g.,
get the I-5 interchange addressed) and would like these projects included in the final SRTS Plan.
•A participant suggested speed humps or rumble strips on Cannon Road approaching the College Boulevard
intersection as the speed limit drops from 55 to 25.
•Participants reported that some 20 semi-trucks come down from College Boulevard to Cannon Road making these
streets feel less safe. They would like to see a rule forbidding semi-trucks from using these streets.
•Participants shared that they think there are still some rooms for improvements, but they appreciate all the
current improvements that have happened.
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Safe Routes to School – Sage Creek High School Phase 1 Community Input Summary
Traffic safety remains core of the City of Carlsbad’s mission. Through the city’s local emergency
on traffic safety, Aug. 23, 2022 – Sept. 8, 2023, city staff initiated and continue to carry out a
wide variety of programs, projects and initiatives to enhance the safe use of city streets. Some
could be completed immediately while others are longer term in nature. One of the programs
in the Safer Streets Together Plan that the City Council approved is a Safe Routes to School
program.
About the project
The City of Carlsbad is committed to helping everyone get around the city in a safe and
convenient way, whether by foot, car, bike or public transit.
One way the city is improving traffic safety is through a Safe Routes to School Program, which is
an approach that focuses on walking and bicycling to school through infrastructure
improvements, enforcement and safety education. Other strategies the city uses focus on safe
driving.
The city is working on several Safe Routes to School plans with Carlsbad schools, including Sage
Creek High School, to reflect the community’s vision, values and priorities. The plan will outline
specific short- and long-term infrastructure improvements and school programs that support
families and students biking and walking to and from school sites.
Sage Creek has unique programs that draw students from throughout the city, so not every
family is close enough to walk or bike. But the more who do, the better traffic will flow and the
less time will be spent waiting in school pick-up and drop-off lines.
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Public Input Report
Spring 2024 2
Design considerations
Over the past few years, the city has gathered community input on various traffic safety
projects throughout the city. Through every project, the following considerations are taken
into account when seeking feedback:
•Plans must reflect the policy direction already approved by the City Council in various
planning documents.
•Improvements must be designed according to state traffic safety standards and traffic
laws.
•Designs need to meet the needs of first responders and other emergency services.
Community engagement approach
To ensure the Safe Routes to School plans reflect community needs, values and priorities, the
city developed a community engagement approach consisting of three main opportunities for
input:
Phase 1: Community needs, values and priorities October 2023 – January 2024
The first phase will determine where community members would most like to see
improvements for walking and biking.
Phase 2: Feedback on draft plan Fall 2024
Based on community input and technical studies, the project team will develop a draft
Safe Routes to School plan, which outlines recommended short-term and long-term
infrastructure improvements in and around each campus. The draft plan will be shared
with the school and community for additional feedback.
Phase 3: Review of final plan Early 2025
The project team will develop a final draft plan and 30% conceptual designs of
improvements based on community feedback. This will be shared with the community
to identify any additional feedback they would like to share as improvements move on
to final design as budget allows.
Other opportunities for community input are built into the plan’s approval process, including
meetings of the Traffic Safety & Mobility Commission and the City Council, when they consider
the final designs, funding and timing of improvements.
Level of engagement
The International Association of Public Participation’s spectrum of public participation
illustrates a variety of approaches to involving the public in decision making. The Safe Routes to
School process falls in the category of “involve.”
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How to consider the input
The input in this report is qualitative in nature and was obtained through a convenience
sample. This means the city focused on gaining an in-depth
understanding of community member perspectives, and the
results cannot be generalized to the entire population of the
city within a defined margin of error.
That’s why the input in this report should be considered with
a similar weight as other forms of feedback that have always
been part of the city’s decision-making process, such as comments made at City Council
meetings or emails sent to the city expressing an opinion.
The input in this report should be
considered with a similar weight as
comments made at a City Council
meeting or those sent by email.
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Phase 1: Community needs, values and priorities
Community members were provided in person and a virtual opportunity to provide input that
would be used to create the safe routes to school plan.
How we engaged
In-person community meetings at Sage Creek High School Oct. 26 and
Nov. 8, 2023.
Online input map available Jan. 8-22, 2024
The input opportunities were promoted
through the following:
•Parent email from the school
•Emails to those interested in traffic
safety and the city’s school committee
– sent Jan. 12, Jan. 16
•City Manager’s Update – Jan. 18
•Post on Nextdoor
•News release
•Media interview with Channel 8 local
news – Jan. 14
•Webpage
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In-person listening sessions
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Online input map
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Who participated
89 Online mapping tool comments
15 Community workshop participants (in person)
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What we heard
Each engagement opportunity included a mapping experience to identify specific locations and
types of improvements to be made.
Comments and survey responses have been categorized into overall themes and topics.
Readers are strongly encouraged to review the verbatim comments in Appendix A to get a
better understanding of specific ideas, priorities and concerns expressed.
Areas for improvements
School entrance and parking lot (Bobcat Boulevard area) – 18 pins
Pedestrian improvement •Improve pedestrian access from the
lower parking lot to the school
•Improve pedestrian access and
visibility across Bobcat Blvd, especially
after dark
•Add pedestrian blinking lights for
more visibility to drivers
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•Separate bike and pedestrians from
cars over or under College Blvd
•Consider pedestrian scramble at
College and Cannon
•Add more LED signs and lights
•Add crossing guard to Cannon
Road/Bobcat Blvd and College Blvd
Bicycle improvement •Create protected bike lanes up to the
school
•Improve bicycle crossing across
Bobcat Blvd to the parking lot
•Protect the bike lane on College Blvd
from parked or moving cars by the
bus stop and southbound College Blvd
turning right on Cannon Road
•Add other school access points
•Enhance trails around the school for
better biking
•Trigger traffic signals for bikes,
especially if no cars present to trigger
light
Traffic calming •Install traffic calming measures to
slow down cars
•Limit right turn on red from Bobcat
Blvd to College Blvd
•Consider a school bus program
•Consider access agreements with
nearby homeowner associations for
safe drop-off and pick-up locations
•Install traffic calming for cars on
Cannon approaching College since the
speed limit changes
Traffic congestion •Need to identify area for driving
parents to drop off child that’s near
Sage Creek but no on campus
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College Boulevard – Red Bluff Place to Cannon Road – 15 pins
Pedestrian improvement •Trim brushes along the sidewalk to
create a clear path for pedestrians
•Consider paving the gravel path on
the east side of College Blvd to avoid
pedestrians walking in bike lane
Bicycle improvement •Enhance current trails with a paved
trail from Calavera Hills Middle School
to Sage Creek High for both
pedestrians and bikers when it rains
•Widen bike lanes
•Create protected bike lanes, prevent
cars from parking
•Clarify e-bike rules for nearby trails,
which bikes use to avoid the road
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Traffic calming •Install traffic calming measures to
slow down cars
•Add flashing lights to existing “school
zone” signs during school hours to
raise awareness
Traffic congestion •Consider adding second exit from
Sage Creek High School parking lot
College Boulevard – Carlsbad Village Drive to Tamarack Avenue – 15 pins
Pedestrian improvement •Consider pedestrian bridge over
College Blvd somewhere between
Carlsbad Village Drive and Tamarack
Ave
•Limit right turn on red at College and
Tamarack Ave
Bicycle improvement •Create separated bike lanes to
prevent cars from parking in bike
lanes
•Better signage for bikes turning right
from Carlsbad Village Drive onto
College vs bikes turning left
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•Paint green conflict zones at Carlsbad
Village and College
Traffic calming •Install and extend school zone signage
•Install traffic calming on Tamarack
heading east to College Blvd
Traffic congestion •Limit the number of conflict points
between all modes of travel at
College Blvd and Carlsbad Village and
College Blvd and Tamarack
Tamarack Avenue area – east of College Blvd – 15 pins
Pedestrian improvement •Improve pedestrian crossing at
Tamarack and Strata Drive
•
Bicycle improvement •Improve bike safety at both ends of
Tamarack and Strata Drive
•Prevent cars from parking in the bike
lane along Tamarack Avenue at
Oakley Park
•
Traffic calming •Prevent cars from doing U-turns at
Strata Drive and Contour Place
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•Prevent cars from illegally
parking/stopping in red curb areas
along Strata Drive
•Consider alternative traffic calming
measures than STOP signs at both
ends of Tamarack and Strata
Topics
Appendix A includes all of the verbatim comments related to these themes as well as
comments categorized by the following topics:
Biking improvement
Pedestrian improvement
Traffic calming
Traffic congestion
Other traffic safety improvement
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Next steps
The Transportation planning team will use community input and other technical evaluations
including a walking audit to draft a Safe Routes to School plan, which will include short-term
and long-term infrastructure improvements. A draft plan will be shared with the community for
additional feedback in fall 2024.
The Safe Routes to School plan will be presented to the Traffic Safety & Mobility Commission
for additional feedback and recommendation of approval, then to the City Council to determine
next steps for design and funding of the improvements.
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Appendices
Online mapping comments
In person workshop feedback
Other online comments
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Online mapping comments
Theme Comment
Street (where the
pin is)
Cross street
(nearest cross
street)
Bicycle
improvement
Would like to see a tunnel or bridge here
dedicated to students on foot or bike. Arapaho Pl College Blvd
Bicycle
improvement
There is no safe, marked path for bicycles to cross
here in order to enter the lower parking lot and
ride up the lane to the bike racks in front of the
PAC. Bobcat Blvd
School parking
lot
Bicycle
improvement
Somehow create protected bike path at school
entrance Bobcat Blvd College Blvd
Other Traffic
Safety
Turning into and out of the parking lot at night is
very dangerous. The street lights are not working
which makes it difficult to see students who may
be walking after dark. The reflective paint for the
lane markings have faded making it difficult to see
demarcations indicating correct traffic flow into
and out of the lot at night or in low light. Bobcat Blvd
Walking
improvement
Students cross the parking lot without a protected
walking path. A genius project has further
encouraged this with stairs installed at the corner.
Please provide a protected walking path. Bobcat Blvd College Blvd
Walking
improvement
Pedestrians can walk all the way up to the school
on a sidewalk at the drop-off loop. However,
you're point is valid as there is no safe way to get
across this intersection since it relies on cars to
stop at the stop sign and yield to pedestrians.
Especially challenging for pedestrians leaving
night time events. Bobcat Blvd College Blvd
Walking
improvement
The sidewalk ends on the road up to the school,
providing no safe way for students to walk to the
school from the lower lot (where many students
park, walk through or get dropped off at). The
sidewalk needs to be extended. Bobcat Blvd
Bicycle
improvement
Parents often park in this bike lane forcing
students to ride in College traffic lane. Consider
adding the plastic lane separator poles to protect
the lane from cars. Cannon Rd College Blvd
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Bicycle
improvement
Agree!!! They turn the corner from the right turn
lane in the bike lane. Super dangerous. Cannon Rd College Blvd
Other Traffic
Safety
I SO agree. I think the all-way crossing is a great
idea. Cars coming down College and into the 2
right-hand turn lanes don't know whether to stop
or turn on red. Especially the car in the left sided,
right turn lane. It's everyone's guess who will go
where. Kinda scary. Cannon Rd College Blvd
Other Traffic
Safety
I think putting a road through for speeders from
the 78 will just have them speeding through the
intersection next to the school straight and at
higher speed. Cannon Rd College Blvd
Other Traffic
Safety
I like the all way crossing but 35mph down
College just isn't realistic. Fix the 5/78 connector
so people don't use this as a bypass and enforce
the 45mph limit that we have (including for police
vehicles with lights/sirens off that I've observed
going 55+ down the hill). Cannon Rd College Blvd
Other Traffic
Safety
Please complete College Blvd per the original
plan. All of the safety issues center around
speeding commuters from the 78 and the right
hand turn. They are all headed to businesses off
Faraday. Putting College through will make this a
lot safer for the kids. Cars will go straight instead
of to the right. Cannon Rd College Blvd
Traffic
congestion
Add a multiuse bridge over the sensitive habitat
area where cars, bikes, and pedestrians can have
a second exit to not only alleviate traffic, but also
to provide an alternate exit in case the sole exit is
blocked during a hazard or emergency. I honestly
can’t believe the school only has one exit! What if
there was a fire and the intersection became
blocked with cars and emergency vehicles? This
exit could also be a road up and around the back
of school connecting further up the hill. Cannon Rd College Blvd
Pedestrian
improvement
Parents who drive their kids to school and back
home often know best what needs to happen
with safe routes to school. We don’t need the
expense of hiring engineers. Listen to the parents
and the students who USE the roads daily. Put in a
pedestrian scramble. Cannon Rd College Blvd
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Traffic
calming
Hire a professional engineers to study the
intersection, the traffic flows College-Cannon-El
Camono and make the safety recommendations.
Even if the recommendations are costly or
unpopular, implement them. How many students
have to be hit by cars (some seriously) before the
city takes action. Don't be like other San Diego
communities and wait for a fatality of a high
school student before fixing the problem. Sage
Creek has open for over 10 years with this unsafe
intersection. Cannon Rd College Blvd
Pedestrian
improvement
Consider adding a pedestrian bridge for crossing
College at this intersection. The cars fly down the
hill, make rights on red, and hit kids in the cross
walk. The extra signage has not helped. Cannon Rd College Blvd
Traffic
calming
Agree! 25 mph school zone should start at Hilltop
and Cannon intersection and extend at least past
bus stop on College and be clearly marked. Cannon Rd College Blvd
Traffic
calming
Specific hours are a bad idea; drivers should be
focused on the road, not looking at their phones
to see what time it is. It's quite obvious when
children are present. We do need better signage
to indicate where the school zones start and end. Cannon Rd College Blvd
Traffic
calming
Please clarify the speed limits in the vicinity of the
school. CPD routinely sits with a radar gun at
Cannon and College. Where does 25 begin "when
children are present"? NO commuter slows to 25
to turn left to College. Do you slam on the brakes
crossing College north on Cannon? Teaching my
daughter to drive I could only say "this is what
people do," not "this is what is legal." Please fix
w/ education, not tickets. Cannon Rd College Blvd
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Traffic
calming
Please consider lowering the speed limit. It is
50mph which is unsafe for promoting walking and
biking in the area. The 50mph speed limit is what
encourages all of the commuters to get off the 78,
speed down college, speed down Cannon, and
make the left onto el Camino. This is now a mini
freeway between 6am-8am every morning. Cannon Rd College Blvd
Walking
improvement
Walking students have no safe paths to walk up
the entrance. Cannon Rd College Blvd
Walking
improvement
Add a blinking pedestrian light (over the street
like on Carlsbad Blvd) connected to the walk
button at this intersection, it would help alert
drivers to pedestrians crossing at times when it's
not huge groups of kids. Kids cross here for school
events, when it's dark etc. as well. Or don't allow
drivers to turn right on red when going from Sage
to College ever. My kids and family have almost
been hit walking in the crosswalk with the walk
sign by drivers leaving Sage after nighttime
events. Cannon Rd College Blvd
Bicycle
improvement
Cars drive or stop in the bike lane on College,
preparing to make the right turn into Tamarack
and enter Calavera Elementary and Calavera
Middle School. This leaves no place for Calavera
students on bikes to get into the school safely.
This leads to additional e-bike and bike traffic on
Strata at the back of the schools. This needs to be
be changed to provide 1. protected bike lanes on
College leading into the elementary/middle
school, 2. a distinct lane for cars on College
waiting to turn right College Blvd Tamarack
Bicycle
improvement
Please consider fully protected bike lane along all
of College Blvd. College Blvd Moon Field Dr
Bicycle
improvement
Drivers cut the corner, driving through the bike
lane. Suggest placing plastic poles to protect the
bike lane. College Blvd
Cannon Rd-
Lake Calavera
Trail Head
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Bicycle
improvement
During high traffic times difficult for bikes to turn
right. Bikes turning right from CBD Village Dr to
southbound College get stuck behind bikes
waiting in bike lane to get into left turn lane, then
there are many cars piled up in the right turn lane
with questionable space left for bikes to go by on
the right side. College Blvd
Carlsbad
Village Dr
Bicycle
improvement
When kids on bikes turn right after school
heading north on College there are always cars in
the bike lane waiting to pick up their kids. Why is
this allowed? College Blvd Cannon Road
Bicycle
improvement
Why hasn't green paint been applied to this
conflict zone? College Blvd
Carlsbad
Village Dr
Bicycle
improvement
Please make bike lanes more visible (paint). They
are way too small for the amount of kids using
them. College Blvd
Pleasant Vale
Dr
Bicycle
improvement
The design for this intersection does not meet its
usage. During school drop-off and pick-up hours,
we have vehicles, bikes and pedestrians using the
intersection that was primarily designed for
vehicles. Bikers turn left onto College while
vehicles cross College (staying on Tamarack) or
turn left onto it (from both directions) through
the intersection all at the same time. This is a high
conflict zone. Bikers who turn right onto College
share space with vehicles also turning right. College Blvd Tamarack Ave
Bicycle
improvement
Bikers wanting to cross Carlsbad Village Dr. get
stuck here during school pick-up hours because
the vehicles turning right do not yield to the bikes. College Blvd
Carlsbad
Village Dr
Bicycle
improvement
Hello, kids use this trail to avoid the road and get
to school on their ebikes. I'm not sure if it's
allowed, but maybe something can be done to
allow this at certain times and/or to make clear
what the current rules are. It's startling and not
safe to have an ebike come out of nowhere and
zoom past you, and many on the trail have dogs. College Blvd Cannon Road
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Bicycle
improvement
This section of College is too fast, cars speed
down the hill toward Sage Creek, before making
the right turn. There needs to be traffic calming
here. Consider divided/protected bike lanes with
posts/stanchions or curbed chicanes with
landscaping that visually narrows the road. College Blvd Cannon Rd
Traffic
congestion
I like this idea but we would also need to make
sure it’s safe for bicycles and pedestrians going
north on College. College Blvd Cannon Rd
Other Traffic
Safety Because there's just really **** tedious College Blvd Plains Way
Traffic
congestion
The way new roads get built in Carlsbad is, new
development pays for new roads. Until the farms
agree to get redeveloped into residential, there
will be a gap. College Blvd Cannon Rd
Traffic
congestion
Add a second vehicle exit only from the lower
parking lot to NB College Blvd. This would
alleviate a significant amount of the right turn
traffic exiting SCHS to NB College Blvd. College Blvd Cannon Rd
Traffic
calming
School zone signs in Carlsbad do not make sense
and rarely work. "When children are present" is a
meaningless term.The signs should post the
specific hours (as in other states) and lights
should flash during those hours. College Blvd Cannon Rd
Traffic
calming
The School Zone for College Blvd Northbound
needs to be extended South of Tamarack South to
include the intersection of College and Tamarack
South. The vast majority of students cross at
College and Tamarack S, but the School Zone
doesn't start until after the intersection and even
then, only once you reach the property line for
the school.
On College Southbound, it extends well past
Tamarack S. College Blvd Tamarack Ave
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Traffic
calming
Please consider an all-way crossing at this light for
both pedestrians and bicycles like the ones in the
village at Carlsbad Village Drive and Coast
Highway. At the minimum, make sure that there
is absolutely no right turn on red in any direction
at this intersection. Ever. The college to cannon
connection/commuter route absolutely needs to
be slowed down and throttled back. Bring THE
SPEED LIMITS DOWN,. 35 MPH is more than fast
enough in this corridor where children, and
cyclists are present. College Blvd Cannon Rd
Traffic
calming
There neeeds to be more speed reduction. Efforts
in traffic in this area. It is hazardous for e-
All bicycles and pedestrians. College Blvd
Pleasant Vale
Dr
Traffic
calming
Traffic calming should start at Lake Ave, at the
bottom of the hill. People reach 45-55mpg before
they reach the first stop light, in a school zone, at
Tamarack Avenue where Calavera Elementary
School is. The traffic calming should reduce speed
to 35mph or lower from Lake Ave to Sage Creek.
The entire corridor is a residential area with three
schools located along College, multiple school
zones, and multiple pedestrian crossings of
College. College Blvd Tamarack
Traffic
calming
Vehicles on Tamarack Ave between Harwich and
College go way to fast (in both directions),
especially at the top of the hill near Talus Way.
There are blind spots for pedestrians and bikes at
Talus Way and Tamarack Ave as well as other
areas along Tamarack between Harwich and
College. Would love to see a 3 way stop at Talus
Way and other speed calming solutions. College Blvd Tamarack Ave
Traffic
calming
I agree with the high vehicle speeds on Tamarack
and would add on that vehicles continue to speed
from Harwich down toward the bottom getting
closer to Hope Elementary. I feel this really
affects students who are getting to Hope,
Calavera E and MS along with Sage Creek. I'd like
to see speed humps added to Tamarack to slow
down traffic. College Blvd Tamarack
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Traffic
calming
Vehicles are speeding on Tamarack between
Harwich and the "bottom" (closer to Hope
Elementary). I'd be interested in supporting
speed humps placed along Tamarack between
Harwich and the "bottom". College Blvd Tamarack
Traffic
calming Speed hump south bound on college. College Blvd Cannon Road
Traffic
calming
Speed hump south bound on college nearing
school corner. College Blvd Cannon Road
Traffic
calming
Would love to see an "all way" crossing
intersection here like we have in the village with
bright lights and clear signals. Should prevent cars
going right on red while pedestrians are crossing.
VERY dangerous intersection! I have personally
seen accidents here with bikes and I know the
crossing guard was hit by a car a few years ago
here. College Blvd Tamarack Ave
Walking
improvement
The brush around the bus stop and adjacent
driveway is overgrown and protrudes into the
sidewalk, making it difficult for students to stay
out of the street. This area needs to be cleaned
up. College Blvd Cannon Rd
Walking
improvement
The gravel path along College before Rich Field is
always eroded and uneven. Either erosion control
mechanisms should be installed or the path
should be paved. College Blvd Rich Field Dr
Walking
improvement
There is a pedestrian access fence gate inside the
HOA, that alligns with a gate at Calavera
Elementary. Could there be a pedestrian bridge
across College, so children don't have to cross this
dangerous road? College Blvd Tamarack
Walking
improvement
Or build a pedestrian bridge over College
somewhere along the area between Carlsbad
Village Drive and Tamarack. College Blvd
Carlsbad
Village Dr
Walking
improvement Add a pedestrian route across the parking lot!! College Blvd Bobcat Blvd
Walking
improvement
Please pave the sidewalk on college blvd side that
is not paved. This would encourage more walkers
and would allow walkers to stay out of the bike
lane that don’t want to get their feet dirty/sand in
their shoes. College Blvd
Pleasant Vale
Dr
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Walking
improvement
What about a TUNNEL under College so that
pedestrians / bikes don’t have to cross car traffic? College Blvd
Carlsbad
Village Dr
Walking
improvement
Place a series of emergency vehicle-permissive
speed bumps on all approaches, as well as along
both sides of the crosswalks, inside and outside
the actual intersection. Drivers routinely disregard
signs and others' safety. Force them to slow
down! College Blvd Cannon Rd
Bicycle
improvement
The (million-dollar?) pedestrian bridge should've
been wider to include a bike path. No budget to
add another? Then wall off the bike lane on the
car bridge! El Camino Real Cannon Road
Traffic
congestion
Whatever it takes, improve the traffic flow in all
directions on ECR and Cannon. Northbound in the
morning to Sage often backs up. Coming from CSH
to Sage (yes I have kids at both), the left turn from
ECR to Cannon is terrible. In the afternoon ECR
Northbound backs up at 3 pm for absolutely no
reason, except bad light timing. Improve! El Camino Real Cannon Road
Traffic
calming
Lower the speed limit to 35-40 - people drive way
too fast and similar Carlsbad streets over by
Aviara and pointsettia park have 35 mile speed
limits with no schools right there. Gentle Knoll Street
Pleasant Vale
Dr
Traffic
calming
Carlsbad sets speed limits based on what 85% of
traffic stays below. Signs alone won't be
enough...bring on the chicanes!!!!!! :) Gentle Knoll Street
Pleasant Vale
Dr
Other Traffic
Safety
How about a PSA on what the new green paint all
over Carlsbad streets is for? no one seems to
know or understand what's going on, nothing is
consistent, its like my 3 year old got a hold of the
rattle can. Unreal Carlsbad, not sure what's going
on with city management these days. Glen Ave Ocala Way
Other Traffic
Safety
There have been countless announcements. Try
reading the City Manager's weekly update. Glen Ave Ocala Way
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Bicycle
improvement
I also ride my bike to school using this trail and it
can get dangerous or impassable after a heavy
rain. A paved trail would prevent the muddiness.
More importantly though, I would appreciate
some sort of bridge that goes over the creek that
runs through the trail after it rains. There are
currently just stepping stones, which, after heavy
rain, are below the water level and you can't get
home without getting your feet soaked.
Lake Calavera Trail
Head Rich Field Dr
Bicycle
improvement
Could we make the trail from CHMS to Sage in the
preserve a nice safe paved trail? One that works
for both pedestrians and bikes going between the
school areas? The trail is already there but its
eroded, bumpy, and not great.
Lake Calavera Trail
Head - Cannon Rd College Blvd
Bicycle
improvement
Is there a way to make a paved path bordering
the Calavera trails? Would be great for biking and
walking to school. Saddle Dr Tamarack
Bicycle
improvement
Student on a bike has been hit here. A person in a
car made a U-turn in this corner. This is an unsafe
area during school drop-off and pick-up. There
should be signs and enforcement of no U-turns. Strata Dr Delta Way
Traffic
calming
This area should be expanded to include the
Calavera Elementary and Middle Schools in traffic
calming. The back gate of the school that leads
onto the pocket park on Strata Drive is congested
with cars making dangerous U-turns in this
intersection that includes a crosswalk and
crossing guard. Cars doing U-turns nearly hit
people walking or biking. Strata Dr Contour Pl
Traffic
calming
Should be a traffic circle with separate bike path
encircling it! Strata Dr Tamarack Ave
Traffic
calming
Cars roll through this stop sign. This is dangerous
at an intersection with crosswalks and frequent
Calavera Elementary and Middle School
pedestrian and bike traffic. Strata Dr Tamarack Ave
Traffic
calming
All 1-lane-each-direction intersections should be
traffic circles. It could be built quickly out of
plastic domes like the one on Park & Kelly. Strata Dr Tamarack Ave
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Other Traffic
Safety
CPD needs to enforce the traffic laws. Many
vehicles stop illegally along the red curbs to
load/unload passengers. They block the crossing
guard's view of oncoming traffic and hinder
approaching drivers' bility to see the crossing
guard or kids in the crosswalk. This is made worse
by the coordination between CUSD and CPD to
not enforce the rules of the road at the front of
our schools. Strata Dr Contour Pl
Walking
improvement
This is the back gate entrance of Calavera
Elementary and Middle Schools. There is heavy
pedestrian and bike traffic here because the right
turn from College into the Calavera Elementary
School entrance does not provide a safe way for
students to walk and bike to school. Children age
5 - 13 do not feel safe walking on the sidewalk or
riding in the bike lane on College Blvd with people
driving at 45-50mph in cars. Strata Dr Contour Pl
Bicycle
improvement
Bikes turning left from Tamarack have to yield to
oncoming traffic before turning onto College. This
is a dangerous traffic situation during end-of-
school rush hour. There should be a bike and
pedestrian all-ways crossing signal (30+ second
pedestrian signal) that avoids the conflict with
cars. There should be no-right-on-red at this
intersection. Tamarack Ave College Blvd
Bicycle
improvement
Cars park in the bike lane in this curve at Oakley
Park. Tamarack Ave Strata Dr
Bicycle
improvement
The bike lane on Tamarack is shared with people
in cars making a right turn. This is dangerous
during rush hour. There is no left-turn lane on
Tamarack to turn onto College, which causes
further traffic to be backed up, as people have to
approach the intersection and wait to yield to
oncoming traffic. Tamarack Ave College Blvd
Bicycle
improvement
Add a flashing red stop sign here - many Sage (as I
know many of kids who do not stop are at SCHS,
some also go to CHS) students do not stop at this
stop sign on their bikes - they have almost hit
walkers and cars. Tamarack Ave Strata Dr
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Bicycle
improvement
Children turning left onto Strata from Tamarack
have to slow down on the hill, brake, signal to car
traffic, and look for oncoming cars. This could be a
four-way stop. Tamarack Ave Strata Dr
Bicycle
improvement
I agree with this comment and have personally
seen many cars blow through this stop sign
without stopping. A tabletop speed bump would
ensure cars would slow down and look for the
stop sign. Tamarack Ave Strata Dr
Bicycle
improvement
I have personally seen several bike accidents here
and this intersection is terrifying for pedestrians.
Lots of cars going fast and not paying attention in
addition to bikes and pedestrians going fast and
not paying attention. This should be top priority!
Should be a 4 way stop or traffic light here. Tamarack Ave Strata Dr
Walking
improvement
Agree! Bike lane 100% doesn't work here because
of all the cars in it. Not safe. Tamarack Ave Strata Dr
Walking
improvement
Students cut in-between cars to both ride and
walk to campus at this intersection. Traffic backs
up at drop-off and pick-up making it difficult for
bikers to exit and enter Tamarack and HOA to
commute to Sage Tamarack Ave Strata Dr
Walking
improvement
A stop sign is not warranted here 23 hours per
day and would like cause even more accidents,
especially on the incline. It would be safer for
pedestrians to cross either at College where there
is a crossing guard or at the other
Strata/Tamarack where there is an existing stop
sign (although that could use improvements like a
flashing light as somebody else suggested). Tamarack Ave Strata Dr
Walking
improvement
There should be a four-way stop and a crosswalk
here for students that walk to Calavera on Strata,
who need to cross Tamarack. Tamarack Ave Strata Dr
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Walking
improvement
Children who walk across College at this
intersection have to check for people in cars who
may try to turn right on red while the pedestrian
signal says it is safe to cross the crosswalk.
There should be traffic calming at this four way
stop light. Tamarack Ave College Blvd
Walking
improvement
I’ve crossed Tamarack on Strata many times, I’ve
seen a bike accident as a student crossed traffic to
get to the middle school back gate, and it is
difficult for me as an adult to cross. In general,
cars don’t respect the needs of bikes or
pedestrians to cross, a stop sign or a button
activated crosswalk sign would improve safety. A
stop sign would allow bikes to cross more safely
so would be ideal. Tamarack Ave Strata Dr
Walking
improvement,
traffic
calming
Absolutely right. This intersection is a nightmare
and I have personally seen 2 different children hit
by cars. There needs to be a stop sign at Strata
and Tamarack. Tamarack Ave Strata Dr
Walking
improvement
Cars heading southbound on College frequently
blow right through the red light to turn right on
Tamarack, even with people in the crosswalk.
Just the other day a driver running the red nearly
took out three kids on bikes who were crossing
College on green. Tamarack Ave Strata Dr
Traffic
calming
Cars drive excessively fast down Tamarack Ave.
Consider placing 2 to 3 tabletop speed bumps to
slow traffic down. Tamarack Ave Strata Dr
July 22, 2025 Item #9 Page 78 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
Sage Creek High Safe Routes to School
Public Input Report
Spring 2024 32
In person workshop feedback
E-Bike/bike ridership
• Students ride e-bike or bikes in crosswalks.
• Middle school and high school e-biker/bikers must take a bike safety class through the Carlsbad
Police Department in order to be allowed to ride to school.
• Several parents agree that the educational component is important because more students are
wearing helmets this year after taking the bike safety class.
• Biking in the dark:
o As the day ends earlier, parents/caregivers do not feel safe letting their students walk or
bike to after-school activities.
o Participants stated that they want more LED signs and lights.
Multi-modal access to the school
• The school community wants better bike route connectivity to the school.
• The school/school district should consider increasing school access points so that not all students
are coming to the front of the school.
• Trails:
o Sage Creek High School is unique in that there are many trails that could be used to
access school.
o Participants shared that they want the trails enhanced so that they become viable
connections to the neighborhoods.
Ideas to enhance the trails include larger projects to include as a consideration
for future project funding, move the boulder that blocks the trail, and have
juniors and seniors come up with projects through the school’s Genius Project
program.
• About 50 students currently take the North County Transit (NCTD) bus. Participants would like
better or shorter bus routes specifically to accommodate the school commute.
• A participant commented that a separated bike lane that is completely separated from the traffic
through a physical median is the only way to protect bicyclists.
• A participant mentioned the traffic lights are designed for cars, so some students are waiting forever
for the lights to turn green and some just go even when the light is still red.
o City staff shared that they may be able to adjust the video cameras, which are used to
control traffic lights, to fix this issue.
o A participant suggested painting bikes at locations that trigger sensors (like they do in
Oceanside) so that riders know exactly where to stop to get a green light.
• A participant mentioned that Cannon Road is a wide road and does not feel safe to ride a bike.
• Participants mentioned the need to address traffic on El Camino at Cannon because vehicles
block the bike lane when turning right/north on Cannon, which feels like a “bike jail”.
• A participant observed students who live far away bike to school using El Camino Real.
Short-term/low cost improvements, including programmatic
• The school community wants to know what they can do in the short-term. This includes
programmatic recommendations, which will be listed in the SRTS Plan.
July 22, 2025 Item #9 Page 79 of 108
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Sage Creek High Safe Routes to School
Public Input Report
Spring 2024 33
• The project team noted that Crossing Guard training should include school staff if they are
performing Crossing Guard-type duties.
• Carlsbad residents and drivers could benefit from bike lane education and other rules of the road
education, such as not driving within the striped medians or bike lane buffers and yielding to
bicyclists at dashed green bike lanes. This can be done through social media.
• The project team should look into getting easements or access agreements for pick-up/drop-off with
the local home-owners associations, including The Foothills neighborhood.
• Participants would love to see more “Bike to School/Work Day” events.
• The school community would like to see a Crossing Guard located at Bobcat Boulevard/Cannon Road
and College Boulevard.
Other feedback
• Parents complained about the 85th percentile rule for setting speed limits because most drivers
go faster than the speed limit all the time.
• The school community wants to contact SANDAG and/or Caltrans to advocate that projects get
completed (e.g., get the I-5 interchange addressed) and would like these projects included in the
final SRTS Plan.
• A participant suggested speed humps or rumble strips on Cannon Road approaching the College
Boulevard intersection as the speed limit drops from 55 to 25.
• Participants reported that some 20 semi-trucks come down from College Boulevard to Cannon
Road making these streets feel less safe. They would like to see a rule forbidding semi-trucks
from using these streets.
• Participants shared that they think there are still some rooms for improvements, but they
appreciate all the current improvements that have happened.
July 22, 2025 Item #9 Page 80 of 108
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Sage Creek High Safe Routes to School
Public Input Report
Spring 2024 34
Other comments
July 22, 2025 Item #9 Page 81 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
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July 22, 2025 Item #9 Page 82 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
Memorandum
Date: October 14, 2024
To: Nathan Schmidt, City of Carlsbad
From: Kendra Rowley, Matt Benjamin, and Andrew Scher, Fehr & Peers
Subject: Operations Analysis for Sage Creek High School Safe Routes to School
SD23-0494
A baseline alternative and three design alternatives were analyzed for the College Boulevard/Cannon
Road/Bobcat Boulevard intersection for the Sage Creek High School Safe Routes to School Project. All
alternatives were studied assuming the completion of the south leg of the intersection as part of the 4k
Apartments project.
AM and PM peak hour volumes used in the analysis were obtained from the 4k Apartments Local Mobility
Analysis (LLG, 2023) Existing and Existing Plus Project scenarios. PM peak hour volumes were modified for
movements to and from Bobcat Boulevard to account for school related traffic since the peak of afternoon
school activity does not coincide with the PM peak hour. Vehicle volumes entering and exiting the school
during and following dismissal were estimated from AM counts during the school arrival period. The
estimated hourly volume exiting the school (700 vehicles) is approximately 7 times higher than the peak hour
volume recorded between 4 and 5 pm. These estimates are likely higher than what actually occurs due to
many students participating in after school programs
All alternatives are presented as modifications to the Baseline Alternative described below. Signal timing and
phasing were optimized for each alternative.
Alternatives
The following sections describe the intersection phasing, timing, and geometry assumptions for each
alternative analyzed. Diagrams of the phasing are shown in each section. Note that these phasing diagrams
generally show how much green time each vehicle phase would receive and do not show specifically when
pedestrian and bike phases occur. Geometric layouts of each alternative, including which vehicle,
pedestrian, and bike movements will be going concurrently are shown on At achment A. At achment A also
summarizes the community concern and issue addressed by the alternative. At achment B includes the
detailed Synchro operations analysis worksheets for each alternative.
July 22, 2025 Item #9 Page 83 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
Existing Conditions: The intersection as it exists today is only a three-leg intersection with no south leg.
However, there is a dedicated phase for pedestrians crossing the east and west legs of the intersection.
Therefore, it was assumed that southbound turning movements would not run concurrently with the east and
west leg crosswalks under any alternatives.
Baseline Alternative (with 4K Apartment Project): This alternative assumes a new south leg at the Cannon
Road/College Boulevard intersection with modifications to existing lane configurations shown on At achment
A. This alternative also assumes northbound/southbound movements do not occur concurrently and also
assumes a westbound right-turn overlap phase. This is comparable to adding northbound vehicle
movements to the north/south pedestrian phase under the Existing Conditions.
Note that this Baseline Alternative differs from what was assumed in the 4k Apartments Local Mobility
Analysis (LLG, 2023), which assumed that the southbound through movement would go with the right-turns
instead of the left-turns. The Local Mobility Analysis also assumed the intersection would operate with two-
phases, meaning all turns were assumed permissive. The assumptions from the LMA yield better level of
service results than the Baseline Alternative but substantially differ from how the signal currently operates
and treats crosswalks and turning movements.
In contrast, the phasing and geometry assumptions assumed for the Baseline Alternative for the Safe Routes
to School Analysis retain key elements of how the intersection currently operates while accommodating the
new south leg, such as the southbound right-turn overlap phase and no right-turn-on-red blank out signs. It
also retains protection of the east and west leg crosswalks from left-turns and protection of the west leg
crosswalk from southbound right-turns. Operations could be improved if the northbound left-turn was
permissive and occurred with other northbound movements, requiring northbound vehicles turning left to
yield to any pedestrians on the east leg crosswalk.
July 22, 2025 Item #9 Page 84 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
Alternative 1: Bike Left-Turn Via Pedestrian Phases: This alternative allows bikes to access the Class I
facility from the bike lane on the southwest corner in one movement, by allowing the south leg and east leg
crosswalks to go simultaneously during the eastbound left-turn/southbound right-turn overlap phase. This
would allow bikes to use the concurrent pedestrian phases, which is now legal in California by default, by
crossing the south leg and then the east leg during the same signal phase. Green bicycle crossings could be
added to make this design clearer and more intuitive for bikes, as shown on page 6 of At achment A.
This alternative also prohibits westbound right-turns on red during the bicycle left turn movement. The lane
geometries are assumed to remain the same as the baseline scenario, as shown in At achment A.
Alternative 2: Protected North Leg Crosswalk: This alternative includes elimination of the permissive
westbound right-turn during the pedestrian phase on the north leg of the intersection. The lane geometry is
assumed to remain the same as the baseline condition, as shown in At achment A.
Summary
The following table summarizes the major differences for each alternative that was tested:
Table 1: Assumptions for Alternative Scenarios
Alternative Lane Geometries Phasing
Significant changes compared to Existing Conditions
Baseline (4-leg
configuration)
-Added south leg-Converted one of SB leftlanes to shared SB thru/left-Added dedicated WB left-Converted outside EB thrulane to shared EB thru/right
-WB left added to beginning of SB right turn overlapphase-WB right overlap added to SB phase-NB movements added with east + west crosswalkphases
Significant changes compared to Baseline Scenario
Alt 1: Bike Left-
Turn Via
Pedestrian
Phases
-None
-South leg and east leg crosswalks go at same timeduring initial overlap phase, used by bikes to accesstrail-No RTOR for WB right during bike left turn movement
Alt 2: Protected North Leg
Crosswalk -None -No right turn for westbound right during phase withnorth leg crosswalk
Source: Fehr & Peers, 2024
July 22, 2025 Item #9 Page 85 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
The following table and text summarize the results of the intersection operations analysis, including the
combination of Alternative 1 + Alternative 2:
Table 2: Intersection Operations Results
Alternative AM Delay
(Sec/Veh)
AM
LOS
Change
from
Baseline
(Sec/Veh)
PM Delay
(Sec/Veh)
PM
LOS
Change
from
Baseline
(Sec/Veh)
Existing Conditions (3-leg configuration) 33.1 C 78.0 E
Baseline (4-leg configuration) 37.7 D 70.8 E
Alt 1: Bike Left-Turn Via Pedestrian Phases 38.4 D +0.7 61.4 E -9.4
Alt 2: Protected North Leg Crosswalk 38.7 D +1.0 82.8 F +12.0
Alt 1 + Alt 2 48.7 D +11.0 84.8 F +14.0
Source: Fehr & Peers, 2024
Alternative 1 Operations (Bike Left-Turn)
This scenario requires extending the time provided for the eastbound left-turn vehicle phase to
accommodate the pedestrian crossing distances, effectively delaying the start of the EBT movement and
reducing green time for the southbound through movement during the AM peak hour. This scenario also adds
an additional pedestrian phase for the east leg crosswalk per cycle. Assuming the same number of
pedestrian calls per cycle as the baseline scenario would be split between the first signal sequence (bike left
turn) and the sixth signal sequence (NB vehicle movements), this allows less time to be dedicated to the sixth
signal sequence (NB vehicle movements) which provides a net benefit to intersection delay during the PM
peak hour, as shown in Table 2.
Alternative 2 Operations (Protected North Leg Crosswalk)
During the PM peak hour, protecting the north leg crosswalk increases average delay by 12 seconds per
vehicle, as shown in Table 2. Note that most of this increase is experienced by vehicles making a right-turn
from Bobcat Boulevard to Cannon Road. This delay is also likely an overestimate since volumes were likely
overestimated, as mentioned previously, due to many students participating in after school programs.
Additionally, most drivers on Bobcat Boulevard already experience delays exiting the school during the
afternoon due to the heavy concentration of pick-up activity. Changes to vehicle delay for drivers traveling
between Cannon Road and College Boulevard are minimal.
Alternative 1+2 Operations (Bike Left Turn and Protected North Leg Crosswalk)
Combining Alternative 1 and Alternative 2 protects both the north leg and east leg crosswalks, providing less
capacity for westbound right-turns than either Alternative 1 or Alternative 2 individually which results in the
increase in average delay.
Comparison of Alternatives
Protecting the north leg crosswalk results in a larger increase in delay but improves safety at the busiest
crossing for pedestrians to and from Sage Creek High School. It is also simple to implement, only requiring
the addition of an LED No Right Turn sign for westbound right turns activated when pedestrians are crossing
the north leg of the intersection.
Changing signal phasing, signage, and striping to accommodate a bike left-turn via pedestrian phases across
the south and east intersection legs would better protect students biking to school as well as other
recreational cyclists using Cannon Road and College Boulevard. Although it would benefit fewer students, it
July 22, 2025 Item #9 Page 86 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
could encourage more students to bike to school, does not degrade intersection operations, and would
reduce more dangerous conflicts between bikes and faster moving vehicles resulting from bikes weaving
through vehicular traffic to make left-turns either at the intersection along Bobcat Boulevard or at the school
driveways.
July 22, 2025 Item #9 Page 87 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
Attachment A: Alternative Layouts and Signal
Sequences
July 22, 2025 Item #9 Page 88 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
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July 22, 2025 Item #9 Page 89 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
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July 22, 2025 Item #9 Page 90 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
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July 22, 2025 Item #9 Page 91 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
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July 22, 2025 Item #9 Page 92 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
Attachment B: Operations Analysis Results
July 22, 2025 Item #9 Page 93 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
Existing Conditions AM Peak Hour
1: Cannon Road/Bobcat Boulevard & College Boulevard
HCM Signalized Intersection Capacity Analysis Synchro 12 Report
Carlsbad SRTS - Sage Creek Page 1
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 343 499 319 81 276 1040
Future Volume (vph) 343 499 319 81 276 1040
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900
Total Lost time (s)6.7 6.7 6.7 6.7 6.3 6.3
Lane Util. Factor 0.97 0.95 0.95 1.00 1.00 0.88
Frpb, ped/bikes 1.00 1.00 1.00 0.85 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot)3433 3539 3539 1339 1770 2787
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm)3433 3539 3539 1339 1770 2787
Peak-hour factor, PHF 0.71 0.71 0.65 0.65 0.88 0.88
Adj. Flow (vph) 483 703 491 125 314 1182
RTOR Reduction (vph) 0 0 0 99 0 293
Lane Group Flow (vph) 483 703 491 26 314 889
Confl. Peds. (#/hr)100
Confl. Bikes (#/hr)50
Turn Type Prot NA NA Perm Prot pt+ov
Protected Phases 5 1 6 4 4 5
Permitted Phases 6
Actuated Green, G (s) 19.7 48.6 22.2 22.2 25.1 44.8
Effective Green, g (s) 19.7 48.6 22.2 22.2 25.1 44.8
Actuated g/C Ratio 0.19 0.46 0.21 0.21 0.24 0.42
Clearance Time (s)6.7 6.7 6.7 6.7 6.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 636 1618 739 279 417 1174
v/s Ratio Prot c0.14 0.20 c0.14 0.18 c0.32
v/s Ratio Perm 0.02
v/c Ratio 0.76 0.43 0.66 0.09 0.75 0.76
Uniform Delay, d1 41.1 19.5 38.6 33.9 37.7 26.1
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 5.2 0.2 2.3 0.1 7.5 2.8
Delay (s) 46.3 19.7 40.9 34.1 45.2 29.0
Level of Service DBDCDC
Approach Delay (s/veh) 30.5 39.5 32.4
Approach LOS C D C
Intersection Summary
HCM 2000 Control Delay (s/veh)33.1 HCM 2000 Level of Service C
HCM 2000 Volume to Capacity ratio 0.59
Actuated Cycle Length (s) 106.3 Sum of lost time (s)24.2
Intersection Capacity Utilization 73.2% ICU Level of Service D
Analysis Period (min)15
c Critical Lane Group
July 22, 2025 Item #9 Page 94 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
Existing Conditions PM Peak Hour
1: Cannon Road/Bobcat Boulevard & College Boulevard
HCM Signalized Intersection Capacity Analysis Synchro 12 Report
Carlsbad SRTS - Sage Creek Page 1
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 1116 74 500 300 25 484
Future Volume (vph) 1116 74 500 300 25 484
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900
Total Lost time (s)6.7 6.7 6.7 6.7 4.5 4.5
Lane Util. Factor 0.97 0.95 0.95 1.00 1.00 0.88
Frpb, ped/bikes 1.00 1.00 1.00 0.84 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot)3433 3539 3539 1331 1770 2787
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm)3433 3539 3539 1331 1770 2787
Peak-hour factor, PHF 0.95 0.95 0.46 0.46 0.92 0.92
Adj. Flow (vph) 1175 78 1087 652 27 526
RTOR Reduction (vph) 0 0 0 190 0 165
Lane Group Flow (vph) 1175 78 1087 462 27 361
Confl. Peds. (#/hr)100
Confl. Bikes (#/hr)50
Turn Type Prot NA NA Perm Prot pt+ov
Protected Phases 5 1 6 4 4 5
Permitted Phases 6
Actuated Green, G (s) 39.8 90.9 44.4 44.4 9.3 49.1
Effective Green, g (s) 39.8 90.9 44.4 44.4 9.3 49.1
Actuated g/C Ratio 0.30 0.69 0.34 0.34 0.07 0.37
Clearance Time (s)6.7 6.7 6.7 6.7 4.5
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 1035 2438 1191 448 124 1037
v/s Ratio Prot c0.34 0.02 0.31 0.02 c0.13
v/s Ratio Perm c0.35
v/c Ratio 1.14 0.03 0.91 1.03 0.22 0.35
Uniform Delay, d1 46.1 6.5 41.9 43.8 57.9 29.9
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 73.0 0.0 10.6 51.0 0.9 0.2
Delay (s) 119.1 6.5 52.5 94.7 58.8 30.1
Level of Service F A D F E C
Approach Delay (s/veh)112.1 68.3 31.5
Approach LOS F E C
Intersection Summary
HCM 2000 Control Delay (s/veh)78.0 HCM 2000 Level of Service E
HCM 2000 Volume to Capacity ratio 0.86
Actuated Cycle Length (s) 131.9 Sum of lost time (s)22.4
Intersection Capacity Utilization 77.1% ICU Level of Service D
Analysis Period (min)15
c Critical Lane Group
July 22, 2025 Item #9 Page 95 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
Baseline AM Peak Hour
1: Cannon Road/Bobcat Boulevard & College Boulevard
HCM Signalized Intersection Capacity Analysis Synchro 12 Report
Carlsbad SRTS - Sage Creek Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 343 499 14 0 319 81 53 10 3 276 2 1040
Future Volume (vph) 343 499 14 0 319 81 53 10 3 276 2 1040
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Total Lost time (s)6.7 6.7 6.7 4.5 4.5 4.5 6.3 6.3 6.3
Lane Util. Factor 0.97 0.95 0.95 1.00 1.00 0.95 0.95 0.95 0.88
Frpb, ped/bikes 1.00 1.00 1.00 0.94 1.00 0.99 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.85 1.00 0.97 1.00 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 0.95 0.95 1.00
Satd. Flow (prot)3433 3517 3539 1493 1770 3387 1681 1686 2787
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00 0.95 0.95 1.00
Satd. Flow (perm)3433 3517 3539 1493 1770 3387 1681 1686 2787
Peak-hour factor, PHF 0.71 0.71 0.71 0.65 0.65 0.65 0.92 0.92 0.92 0.88 0.88 0.88
Adj. Flow (vph)483 703 20 0 491 125 58 11 3 314 2 1182
RTOR Reduction (vph) 0 1 0 0 0 61 0 3 0 0 0 305
Lane Group Flow (vph) 483 722 0 0 491 64 58 11 0 157 159 877
Confl. Peds. (#/hr)20 100 20
Confl. Bikes (#/hr)30 50 10
Turn Type Prot NA Prot NA custom Prot NA Split NA pt+ov
Protected Phases 5 2 1 6 3 4 3 7 4 4 4 5
Permitted Phases 6
Actuated Green, G (s) 20.3 51.9 24.9 59.9 5.6 12.4 24.9 24.9 45.2
Effective Green, g (s) 20.3 51.9 24.9 59.9 5.6 12.4 24.9 24.9 45.2
Actuated g/C Ratio 0.17 0.44 0.21 0.51 0.05 0.11 0.21 0.21 0.39
Clearance Time (s)6.7 6.7 6.7 4.5 4.5 6.3 6.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 596 1562 754 765 84 359 358 359 1078
v/s Ratio Prot 0.14 0.21 c0.14 0.03 c0.03 c0.00 0.09 0.09 c0.31
v/s Ratio Perm 0.02
v/c Ratio 0.81 0.46 0.65 0.08 0.69 0.03 0.44 0.44 0.81
Uniform Delay, d1 46.4 22.7 42.0 14.5 54.7 46.8 39.9 39.9 32.0
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 8.2 0.2 2.0 0.0 21.7 0.0 0.9 0.9 4.8
Delay (s)54.6 22.9 44.0 14.5 76.4 46.9 40.7 40.8 36.8
Level of Service D C D B E D D D D
Approach Delay (s/veh)35.6 38.0 70.7 37.7
Approach LOS D D E D
Intersection Summary
HCM 2000 Control Delay (s/veh)37.7 HCM 2000 Level of Service D
HCM 2000 Volume to Capacity ratio 0.65
Actuated Cycle Length (s) 116.8 Sum of lost time (s)28.7
Intersection Capacity Utilization 93.3% ICU Level of Service F
Analysis Period (min)15
c Critical Lane Group
July 22, 2025 Item #9 Page 96 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
Baseline PM Peak Hour
1: Cannon Road/Bobcat Boulevard & College Boulevard
HCM Signalized Intersection Capacity Analysis Synchro 12 Report
Carlsbad SRTS - Sage Creek Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 1116 74 54 0 500 300 22 5 1 25 10 484
Future Volume (vph) 1116 74 54 0 500 300 22 5 1 25 10 484
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Total Lost time (s)6.7 6.7 6.7 4.5 4.5 4.5 4.5 4.5 4.5
Lane Util. Factor 0.97 0.95 0.95 1.00 1.00 0.95 0.95 0.95 0.88
Frpb, ped/bikes 1.00 0.97 1.00 0.89 1.00 0.99 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.94 1.00 0.85 1.00 0.98 1.00 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 0.95 0.98 1.00
Satd. Flow (prot)3433 3224 3539 1413 1770 3418 1681 1733 2787
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00 0.95 0.98 1.00
Satd. Flow (perm)3433 3224 3539 1413 1770 3418 1681 1733 2787
Peak-hour factor, PHF 0.95 0.95 0.95 0.46 0.46 0.46 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph)1175 78 57 0 1087 652 24 5 1 27 11 526
RTOR Reduction (vph) 0 19 0 0 0 188 0 1 0 0 0 175
Lane Group Flow (vph) 1175 116 0 0 1087 464 24 5 0 19 19 351
Confl. Peds. (#/hr)20 100 20
Confl. Bikes (#/hr)10 50 10
Turn Type Prot NA Prot NA custom Prot NA Split NA pt+ov
Protected Phases 5 2 1 6 3 4 3 7 4 4 4 5
Permitted Phases 6
Actuated Green, G (s) 45.3 86.7 34.7 49.4 5.1 11.8 5.1 5.1 50.4
Effective Green, g (s) 45.3 86.7 34.7 49.4 5.1 11.8 5.1 5.1 50.4
Actuated g/C Ratio 0.35 0.67 0.27 0.38 0.04 0.09 0.04 0.04 0.39
Clearance Time (s)6.7 6.7 6.7 4.5 4.5 4.5 4.5
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 1206 2168 952 541 70 312 66 68 1089
v/s Ratio Prot c0.34 0.04 c0.31 c0.10 0.01 c0.00 0.01 0.01 0.13
v/s Ratio Perm 0.23
v/c Ratio 0.97 0.05 1.14 0.86 0.34 0.02 0.29 0.28 0.32
Uniform Delay, d1 41.2 7.2 47.1 36.5 60.3 53.3 60.1 60.1 27.3
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 19.8 0.0 76.5 12.7 2.9 0.0 2.4 2.2 0.2
Delay (s)61.1 7.2 123.6 49.2 63.2 53.3 62.5 62.4 27.5
Level of Service E A F D E D E E C
Approach Delay (s/veh)55.5 95.7 61.2 29.9
Approach LOS E F E C
Intersection Summary
HCM 2000 Control Delay (s/veh)70.8 HCM 2000 Level of Service E
HCM 2000 Volume to Capacity ratio 0.95
Actuated Cycle Length (s) 128.9 Sum of lost time (s)26.9
Intersection Capacity Utilization 91.2% ICU Level of Service F
Analysis Period (min)15
c Critical Lane Group
July 22, 2025 Item #9 Page 97 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
Alternative 1: Bike Left-Turn Via Pedestrian Phase AM Peak Hour
1: Cannon Road/Bobcat Boulevard & College Boulevard
HCM Signalized Intersection Capacity Analysis Synchro 12 Report
Carlsbad SRTS - Sage Creek Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 343 499 14 0 319 81 53 10 3 276 2 1040
Future Volume (vph) 343 499 14 0 319 81 53 10 3 276 2 1040
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Total Lost time (s)6.7 6.7 6.7 4.5 4.5 4.5 6.3 6.3 6.3
Lane Util. Factor 0.97 0.95 0.95 1.00 1.00 0.95 0.95 0.95 0.88
Frpb, ped/bikes 1.00 1.00 1.00 0.93 1.00 0.99 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.85 1.00 0.97 1.00 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 0.95 0.95 1.00
Satd. Flow (prot)3433 3519 3539 1475 1770 3375 1681 1686 2787
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00 0.95 0.95 1.00
Satd. Flow (perm)3433 3519 3539 1475 1770 3375 1681 1686 2787
Peak-hour factor, PHF 0.71 0.71 0.71 0.65 0.65 0.65 0.92 0.92 0.92 0.88 0.88 0.88
Adj. Flow (vph)483 703 20 0 491 125 58 11 3 314 2 1182
RTOR Reduction (vph) 0 1 0 0 0 31 0 3 0 0 0 358
Lane Group Flow (vph) 483 722 0 0 491 94 58 11 0 157 159 824
Confl. Peds. (#/hr)20 100 20
Confl. Bikes (#/hr)50 10
Turn Type Prot NA Prot NA custom Prot NA Split NA pt+ov
Protected Phases 5 2 1 6 3 4 3 7 4 4 4 5
Permitted Phases 6
Actuated Green, G (s) 25.4 26.8 26.8 50.4 5.3 5.9 13.8 13.8 39.2
Effective Green, g (s) 25.4 26.8 26.8 50.4 5.3 5.9 13.8 13.8 39.2
Actuated g/C Ratio 0.24 0.25 0.25 0.48 0.05 0.06 0.13 0.13 0.37
Clearance Time (s)6.7 6.7 6.7 4.5 4.5 6.3 6.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 823 890 895 701 88 188 219 219 1031
v/s Ratio Prot 0.14 c0.21 0.14 0.03 c0.03 c0.00 0.09 0.09 c0.30
v/s Ratio Perm 0.03
v/c Ratio 0.59 0.81 0.55 0.13 0.66 0.06 0.72 0.73 0.80
Uniform Delay, d1 35.6 37.2 34.3 15.5 49.4 47.4 44.2 44.2 29.8
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 1.1 5.7 0.7 0.1 16.4 0.1 10.6 11.3 4.4
Delay (s)36.7 42.8 35.0 15.6 65.8 47.5 54.8 55.6 34.2
Level of Service D D C B E D D E C
Approach Delay (s/veh)40.4 31.1 62.3 38.7
Approach LOS D C E D
Intersection Summary
HCM 2000 Control Delay (s/veh)38.4 HCM 2000 Level of Service D
HCM 2000 Volume to Capacity ratio 0.78
Actuated Cycle Length (s) 105.9 Sum of lost time (s)33.2
Intersection Capacity Utilization 93.3% ICU Level of Service F
Analysis Period (min)15
c Critical Lane Group
July 22, 2025 Item #9 Page 98 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
Alternative 1: Bikes Left-Turn Via Pedestrian Phase PM Peak Hour
1: Cannon Road/Bobcat Boulevard & College Boulevard
HCM Signalized Intersection Capacity Analysis Synchro 12 Report
Carlsbad SRTS - Sage Creek Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 1116 74 54 0 500 300 22 5 1 25 10 484
Future Volume (vph) 1116 74 54 0 500 300 22 5 1 25 10 484
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Total Lost time (s)6.7 6.7 6.7 4.5 4.5 4.5 4.5 4.5 4.5
Lane Util. Factor 0.97 0.95 0.95 1.00 1.00 0.95 0.95 0.95 0.88
Frpb, ped/bikes 1.00 0.98 1.00 0.90 1.00 0.99 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.94 1.00 0.85 1.00 0.98 1.00 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 0.95 0.98 1.00
Satd. Flow (prot)3433 3244 3539 1418 1770 3410 1681 1733 2787
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00 0.95 0.98 1.00
Satd. Flow (perm)3433 3244 3539 1418 1770 3410 1681 1733 2787
Peak-hour factor, PHF 0.95 0.95 0.95 0.46 0.46 0.46 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph)1175 78 57 0 1087 652 24 5 1 27 11 526
RTOR Reduction (vph) 0 39 0 0 0 83 0 1 0 0 0 173
Lane Group Flow (vph) 1175 96 0 0 1087 569 24 5 0 19 19 353
Confl. Peds. (#/hr)20 100 20
Confl. Bikes (#/hr)50 10
Turn Type Prot NA Prot NA custom Prot NA Split NA pt+ov
Protected Phases 5 2 1 6 3 4 3 7 4 4 4 5
Permitted Phases 6
Actuated Green, G (s) 39.9 38.8 38.8 54.0 5.1 6.8 5.6 5.6 45.5
Effective Green, g (s) 39.9 38.8 38.8 54.0 5.1 6.8 5.6 5.6 45.5
Actuated g/C Ratio 0.32 0.32 0.32 0.44 0.04 0.06 0.05 0.05 0.37
Clearance Time (s)6.7 6.7 6.7 4.5 4.5 4.5 4.5
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 1112 1022 1115 622 73 188 76 78 1030
v/s Ratio Prot c0.34 0.03 c0.31 c0.11 0.01 c0.00 0.01 0.01 0.13
v/s Ratio Perm 0.29
v/c Ratio 1.06 0.09 0.97 0.91 0.33 0.03 0.25 0.24 0.34
Uniform Delay, d1 41.6 29.7 41.7 32.4 57.3 55.0 56.7 56.7 28.0
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 43.3 0.0 20.9 18.1 2.6 0.1 1.7 1.6 0.2
Delay (s)84.9 29.8 62.6 50.4 60.0 55.1 58.5 58.3 28.2
Level of Service F C E D E E E E C
Approach Delay (s/veh)79.2 58.0 59.0 30.2
Approach LOS E E E C
Intersection Summary
HCM 2000 Control Delay (s/veh)61.4 HCM 2000 Level of Service E
HCM 2000 Volume to Capacity ratio 1.03
Actuated Cycle Length (s) 123.1 Sum of lost time (s)31.4
Intersection Capacity Utilization 91.2% ICU Level of Service F
Analysis Period (min)15
c Critical Lane Group
July 22, 2025 Item #9 Page 99 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
Alternative 2: Protected North Leg Crosswalk AM Peak Hour
1: Cannon Road/Bobcat Boulevard & College Boulevard
HCM Signalized Intersection Capacity Analysis Synchro 12 Report
Carlsbad SRTS - Sage Creek Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 343 499 14 0 319 81 53 10 3 276 2 1040
Future Volume (vph) 343 499 14 0 319 81 53 10 3 276 2 1040
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Total Lost time (s)6.7 6.7 6.7 4.5 4.5 4.5 6.3 6.3 6.3
Lane Util. Factor 0.97 0.95 0.95 1.00 1.00 0.95 0.95 0.95 0.88
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.85 1.00 0.97 1.00 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 0.95 0.95 1.00
Satd. Flow (prot)3433 3519 3539 1583 1770 3386 1681 1686 2787
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00 0.95 0.95 1.00
Satd. Flow (perm)3433 3519 3539 1583 1770 3386 1681 1686 2787
Peak-hour factor, PHF 0.71 0.71 0.71 0.65 0.65 0.65 0.92 0.92 0.92 0.88 0.88 0.88
Adj. Flow (vph)483 703 20 0 491 125 58 11 3 314 2 1182
RTOR Reduction (vph) 0 1 0 0 0 48 0 3 0 0 0 391
Lane Group Flow (vph) 483 722 0 0 491 77 58 11 0 157 159 791
Confl. Peds. (#/hr)20 20
Confl. Bikes (#/hr)30 10
Turn Type Prot NA Prot NA custom Prot NA Split NA pt+ov
Protected Phases 5 2 6 1 6 3 4 9 3 7 4 4 4 5
Permitted Phases
Actuated Green, G (s) 22.1 61.7 32.9 50.4 5.6 12.4 21.8 21.8 43.9
Effective Green, g (s) 22.1 61.7 32.9 50.4 5.6 12.4 21.8 21.8 43.9
Actuated g/C Ratio 0.18 0.50 0.27 0.41 0.05 0.10 0.18 0.18 0.36
Clearance Time (s)6.7 6.7 4.5 4.5 6.3 6.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 614 1758 942 646 80 339 296 297 990
v/s Ratio Prot 0.14 0.21 c0.14 0.05 c0.03 c0.00 0.09 0.09 c0.28
v/s Ratio Perm
v/c Ratio 0.79 0.41 0.52 0.12 0.73 0.03 0.53 0.54 0.80
Uniform Delay, d1 48.4 19.5 38.6 22.7 58.2 50.1 46.2 46.2 35.8
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 6.6 0.2 0.5 0.1 27.6 0.0 1.8 1.9 4.6
Delay (s)55.0 19.6 39.1 22.8 85.7 50.2 48.0 48.1 40.4
Level of Service E B D C F D D D D
Approach Delay (s/veh)33.8 35.8 78.8 42.0
Approach LOS C D E D
Intersection Summary
HCM 2000 Control Delay (s/veh)38.7 HCM 2000 Level of Service D
HCM 2000 Volume to Capacity ratio 0.64
Actuated Cycle Length (s) 123.5 Sum of lost time (s)35.5
Intersection Capacity Utilization 76.1% ICU Level of Service D
Analysis Period (min)15
c Critical Lane Group
July 22, 2025 Item #9 Page 100 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
Alternative 2: Protected North Leg Crosswalk PM Peak Hour
1: Cannon Road/Bobcat Boulevard & College Boulevard
HCM Signalized Intersection Capacity Analysis Synchro 12 Report
Carlsbad SRTS - Sage Creek Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 1116 74 54 0 500 300 22 5 1 25 10 484
Future Volume (vph) 1116 74 54 0 500 300 22 5 1 25 10 484
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Total Lost time (s)6.7 6.7 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lane Util. Factor 0.97 0.95 0.95 1.00 1.00 0.95 0.95 0.95 0.88
Frpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 0.99 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.94 1.00 0.85 1.00 0.98 1.00 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 0.95 0.98 1.00
Satd. Flow (prot)3433 3260 3539 1583 1770 3418 1681 1733 2787
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00 0.95 0.98 1.00
Satd. Flow (perm)3433 3260 3539 1583 1770 3418 1681 1733 2787
Peak-hour factor, PHF 0.95 0.95 0.95 0.46 0.46 0.46 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph)1175 78 57 0 1087 652 24 5 1 27 11 526
RTOR Reduction (vph) 0 18 0 0 0 99 0 1 0 0 0 223
Lane Group Flow (vph) 1175 117 0 0 1087 553 24 5 0 19 19 303
Confl. Peds. (#/hr)20 20
Confl. Bikes (#/hr)10 10
Turn Type Prot NA Prot NA custom Prot NA Split NA pt+ov
Protected Phases 5 2 6 1 6 3 4 9 3 7 4 4 4 5
Permitted Phases
Actuated Green, G (s) 36.1 88.3 45.5 46.2 5.1 11.8 5.6 5.6 41.7
Effective Green, g (s) 36.1 88.3 45.5 46.2 5.1 11.8 5.6 5.6 41.7
Actuated g/C Ratio 0.28 0.69 0.35 0.36 0.04 0.09 0.04 0.04 0.32
Clearance Time (s)6.7 4.5 4.5 4.5 4.5 4.5
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 962 2234 1250 567 70 313 73 75 902
v/s Ratio Prot c0.34 0.04 c0.31 c0.35 0.01 c0.00 0.01 0.01 0.11
v/s Ratio Perm
v/c Ratio 1.22 0.05 0.87 0.97 0.34 0.02 0.26 0.25 0.34
Uniform Delay, d1 46.4 6.6 38.9 40.7 60.2 53.2 59.6 59.6 33.0
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 109.1 0.0 6.7 31.1 2.9 0.0 1.9 1.8 0.2
Delay (s)155.4 6.6 45.6 71.9 63.1 53.2 61.5 61.4 33.3
Level of Service F A D E E D E E C
Approach Delay (s/veh)140.1 55.4 61.2 35.2
Approach LOS F E E D
Intersection Summary
HCM 2000 Control Delay (s/veh)82.8 HCM 2000 Level of Service F
HCM 2000 Volume to Capacity ratio 1.09
Actuated Cycle Length (s) 128.8 Sum of lost time (s)33.7
Intersection Capacity Utilization 79.8% ICU Level of Service D
Analysis Period (min)15
c Critical Lane Group
July 22, 2025 Item #9 Page 101 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
Alternative 1 + Alternative 2 AM Peak Hour
1: Cannon Road/Bobcat Boulevard & College Boulevard
HCM Signalized Intersection Capacity Analysis Synchro 12 Report
Carlsbad SRTS - Sage Creek Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 343 499 14 0 319 81 53 10 3 276 2 1040
Future Volume (vph) 343 499 14 0 319 81 53 10 3 276 2 1040
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Total Lost time (s)6.7 6.7 4.5 4.5 4.5 4.5 5.3 5.3 5.3
Lane Util. Factor 0.97 0.95 0.95 1.00 1.00 0.95 0.95 0.95 0.88
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.85 1.00 0.97 1.00 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 0.95 0.95 1.00
Satd. Flow (prot)3433 3519 3539 1583 1770 3374 1681 1686 2787
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00 0.95 0.95 1.00
Satd. Flow (perm)3433 3519 3539 1583 1770 3374 1681 1686 2787
Peak-hour factor, PHF 0.71 0.71 0.71 0.65 0.65 0.65 0.92 0.92 0.92 0.88 0.88 0.88
Adj. Flow (vph)483 703 20 0 491 125 58 11 3 314 2 1182
RTOR Reduction (vph) 0 2 0 0 0 37 0 3 0 0 0 430
Lane Group Flow (vph) 483 721 0 0 491 88 58 11 0 157 159 752
Confl. Peds. (#/hr)20 20
Confl. Bikes (#/hr)10
Turn Type Prot NA Prot NA custom Prot NA Split NA pt+ov
Protected Phases 5 2 1 1 2 3 4 3 7 4 4 4 5
Permitted Phases
Actuated Green, G (s) 25.9 28.2 37.9 20.8 5.2 6.4 11.1 11.1 37.0
Effective Green, g (s) 25.9 28.2 37.9 20.8 5.2 6.4 11.1 11.1 37.0
Actuated g/C Ratio 0.23 0.25 0.33 0.18 0.05 0.06 0.10 0.10 0.32
Clearance Time (s)6.7 6.7 4.5 4.5 5.3 5.3
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 778 868 1174 288 80 189 163 163 902
v/s Ratio Prot 0.14 c0.21 c0.14 0.06 c0.03 c0.00 0.09 c0.09 c0.27
v/s Ratio Perm
v/c Ratio 0.62 0.83 0.42 0.31 0.73 0.06 0.96 0.98 0.83
Uniform Delay, d1 39.7 40.7 29.6 40.5 53.8 51.0 51.3 51.4 35.8
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 1.5 6.8 0.2 0.6 27.6 0.1 59.2 62.6 6.7
Delay (s)41.3 47.6 29.8 41.1 81.4 51.2 110.5 114.0 42.4
Level of Service D D C D F D F F D
Approach Delay (s/veh)45.0 32.1 75.5 57.2
Approach LOS D C E E
Intersection Summary
HCM 2000 Control Delay (s/veh)48.7 HCM 2000 Level of Service D
HCM 2000 Volume to Capacity ratio 0.77
Actuated Cycle Length (s) 114.2 Sum of lost time (s)32.2
Intersection Capacity Utilization 73.4% ICU Level of Service D
Analysis Period (min)15
c Critical Lane Group
July 22, 2025 Item #9 Page 102 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
Alternative 1 + Alternative 2 PM Peak Hour
1: Cannon Road/Bobcat Boulevard & College Boulevard
HCM Signalized Intersection Capacity Analysis Synchro 12 Report
Carlsbad SRTS - Sage Creek Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 1116 74 54 0 500 300 22 5 1 25 10 484
Future Volume (vph) 1116 74 54 0 500 300 22 5 1 25 10 484
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Total Lost time (s)6.7 6.7 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lane Util. Factor 0.97 0.95 0.95 1.00 1.00 0.95 0.95 0.95 0.88
Frpb, ped/bikes 1.00 0.95 1.00 1.00 1.00 0.99 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.94 1.00 0.85 1.00 0.98 1.00 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 0.95 0.98 1.00
Satd. Flow (prot)3433 3138 3539 1583 1770 3409 1681 1733 2787
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00 0.95 0.98 1.00
Satd. Flow (perm)3433 3138 3539 1583 1770 3409 1681 1733 2787
Peak-hour factor, PHF 0.95 0.95 0.95 0.46 0.46 0.46 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph)1175 78 57 0 1087 652 24 5 1 27 11 526
RTOR Reduction (vph) 0 52 0 0 0 53 0 1 0 0 0 222
Lane Group Flow (vph) 1175 83 0 0 1087 599 24 5 0 19 19 304
Confl. Peds. (#/hr)20 20
Confl. Bikes (#/hr)10
Turn Type Prot NA Prot NA custom Prot NA Split NA pt+ov
Protected Phases 5 2 1 1 2 3 4 8 3 7 4 4 4 5
Permitted Phases
Actuated Green, G (s) 35.8 11.6 45.8 51.7 5.1 6.8 5.6 5.6 41.4
Effective Green, g (s) 35.8 11.6 45.8 45.0 5.1 6.8 5.6 5.6 41.4
Actuated g/C Ratio 0.28 0.09 0.36 0.36 0.04 0.05 0.04 0.04 0.33
Clearance Time (s)6.7 6.7 4.5 4.5 4.5 4.5
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 975 288 1286 565 71 183 74 77 915
v/s Ratio Prot c0.34 0.03 c0.31 c0.38 0.01 c0.00 0.01 0.01 0.11
v/s Ratio Perm
v/c Ratio 1.21 0.29 0.85 1.06 0.34 0.03 0.26 0.25 0.33
Uniform Delay, d1 45.1 53.4 36.8 40.5 58.8 56.5 58.2 58.2 31.9
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 102.1 0.6 5.3 54.6 2.8 0.1 1.8 1.7 0.2
Delay (s)147.2 53.9 42.1 95.1 61.6 56.5 60.0 59.8 32.1
Level of Service F D D F E E E E C
Approach Delay (s/veh)137.6 62.0 60.6 34.0
Approach LOS F E E C
Intersection Summary
HCM 2000 Control Delay (s/veh)84.8 HCM 2000 Level of Service F
HCM 2000 Volume to Capacity ratio 1.08
Actuated Cycle Length (s) 126.0 Sum of lost time (s)31.4
Intersection Capacity Utilization 79.8% ICU Level of Service D
Analysis Period (min)15
c Critical Lane Group
July 22, 2025 Item #9 Page 103 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
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July 22, 2025 Item #9 Page 104 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
MEMORANDUM
City of Carlsbad | 1
To: Fehr and Peers; City of Carlsbad
From: Alta Planning + Design
Date: August 20, 2024
Re: Non-infrastructure Strategies for Sage Creek High School
Encouraging Safe Routes to School at Sage Creek High School
Non-infrastructure strategies are an important part of the comprehensive Carlsbad Safe Route to School (SRTS)
program. While infrastructure improvements create safer and more comfortable routes, non-infrastructure (also
called encouragement and education) SRTS activities like traffic safety education and promotional activities
encourage students to choose active modes to get to and from school. In addition, SRTS projects with non-
infrastructure components build enthusiasm and support for active transportation and can be an important first
step toward implementing more costly infrastructure improvements.
This memo outlines SRTS non-infrastructure recommendations for Sage Creek High School. The Carlsbad SRTS
project team compiled these recommendations based on school and community needs and priorities, available
resources, and SRTS best practices. These recommendations present ways that the City of Carlsbad (City),
Carlsbad Unified School District (CUSD), Sage Creek High School staff, parents/caregivers, and students, and
others can participate in SRTS activities.
Bike/Pedestrian Education
School-based skills and traffic safety instruction during PE or other appropriate learning time would provide
opportunities for the development of pedestrian and bicycle traffic safety skills, bike handling skills, safe riding
practices (“street smarts”), helmet fit, bike prep, and bike repair for Sage Creek High School students. There are
various local resources available, such as the Carlsbad Safer Streets Together resources, which include free bike
and e-bike safety courses for students and their families offered by Carlsbad Police Department. Moreover, the
San Diego County Bicycle Coalition provides bicycle laws and safety tips on its website resources page and holds
school-based pedestrian and bike safety classes.
Resources:
•Carlsbad Safer Streets Together Resources
•Carlsbad Bike and E-bike Safety Class
•Bike and e-bike laws and safety tips are available through the San Diego County Bicycle Coalition
•City of Oceanside SRTS e-bike safety educational video
July 22, 2025 Item #9 Page 105 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
Alta Planning + Design, Inc. City of Carlsbad 2
E-bike Training and Licensing Program
E-bike safety awareness trainings teach students how to safely use an e-bike on streets. Students must pass a
quiz to demonstrate understanding of the training and receive a permit to stick on their e-bike, allowing them to
bring and store their e-bike on campus. Sage Creek High School and CUSD already implement a bike and e-bike
training requirement for students to receive a permit to ride and park their bikes on campus.
Resources:
• Carlsbad Unified School District Bike and E-bike Safety Class Registration + Permit Process
• E-Bike Safety Information, Huntington Beach Union High School District
• City of Carlsbad Electric Bike Road Rules
Please Pull Forward Signage
On-campus, “Please Pull Forward” signage can remind drivers to use the entire drop-off/pick-up space when
unloading and loading their students. This has the benefit of getting vehicles off the streets, which reduces
traffic congestion and reduces vehicle and pedestrian conflicts. Sage Creek High School already utilizes “Please
Pull Forward” signage at student drop-off and pick-up locations.
The City could leverage their “Safer Together” campaign branding to create school drop-off/pick-up signage that
reminds drivers to pull forward, stay off mobile phones, and pay attention to other students and vehicles.
Resource:
• Westminster Safe Routes to School Plan Appendix E
School Board Policy
School board policies, like California Board of Education Board Policy (BP) 5142.2 Safe Routes to School Program,
help solidify a school district’s commitment to promoting active transportation as a safe and healthy way to get
to and from school. CUSD adopted BP 5142.2 along with Administrative Regulation (AR) 5142.2 in October 2021.
CUSD support for SRTS can be leveraged to grow SRTS efforts and even secure grant funding for future SRTS
initiatives.
Resources:
• CUSD BP 5142.2: Safe Routes to School Program
• CUSD AR 5142.2: Safe Routes to School Program
School Communications
Schools, including Sage Creek High School, are critical to promoting safe walking, bicycling, and driving behavior
and encouraging families to walk and bike. They can share walking and biking promotional messages through
school communication channels such as newsletters, social media, websites, and in-person events to create a
school culture that supports active travel.
The City could leverage their “Safer Together” campaign branding to create resources for schools like Sage Creek
High School to promote safe and frequent walking and biking to school.
Resource:
• Safe Routes National Partnership Back to School Messaging Guide
July 22, 2025 Item #9 Page 106 of 108
Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0
Alta Planning + Design, Inc. City of Carlsbad 3
Suggested Route Map
The City created suggested route maps as a part of their 2020 Sustainable Mobility Plan. A suggested route map
shows walking (and biking for older students) routes to school along with key information including existing
infrastructure, approximate route times, key landmarks, and more. Suggested route maps are a great tool for
communicating walking and biking opportunities and help channelize routes, which can lead to safer conditions
for all road users.
Resource:
•City of Carlsbad Suggested Routes to School Maps
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Docusign Envelope ID: AA7810F3-6FCF-482A-9781-6E10662A94B0