HomeMy WebLinkAbout2025-02-04; City Council; Resolution 2025-043RESOLUTION NO. 2025-043
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD,
CALIFORNIA, ACCEPTING THE JEFFERSON ELEMENTARY SCHOOL SAFE
ROUTES TO SCHOOL PLAN
WHEREAS, the City Council of the City of Carlsbad, California has determined that improving
traffic safety near Jefferson Elementary School, which is located at 3743 Jefferson Street, 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; and
WHEREAS, this action to accept the Jefferson Elementary School Safe Routes to School Plan
does not constitute a project within the meaning of the California Environmental Quality Act under
Public Resources Code Section 21065 in that it has no potential to cause either a direct physical change
in the environment or a reasonably foreseeable indirect physical change in the environment. The
direction provided by the City Council does not have a legally binding effect on future discretionary
actions to approve the project.
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 accepts the Jefferson Elementary Safe Routes to School Plan,
attached hereto as Attachment A.
PASSED, APPROVED AND ADOPTED at a Regular Meeting of the City Council of the City of
Carlsbad on the 4th day of February 2025, by the following vote, to wit:
AYES:
NAYS:
ABSTAIN :
ABSENT:
Blackburn, Bhat-Patel, Acosta, Burkholder, Shin.
None.
None.
None.
v KEITH BLACKBURN, Mayor
~Kn?c?d~.J
Jot-SHERRY FREISINGER, City Clerk
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Attachment A
Feb. 4, 2025 Item #10 Page 9 of 132
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21
Ex
a
m
p
l
e
cos
t
s
f
o
r
rec
o
m
m
e
n
d
e
d
imp
r
o
v
e
m
e
n
t
s
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22
Ap
p
e
n
d
i
c
e
s
Ap
p
e
n
d
i
x
A
:
S
c
h
o
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l
S
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e
A
s
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m
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t
S
u
m
m
a
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y
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p
o
r
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Ap
p
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d
i
x
B
:
P
h
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1
C
o
m
m
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p
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d
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C
:
T
a
m
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k
A
v
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/
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i
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s
Feb. 4, 2025 Item #10 Page 10 of 132
Li
s
t
o
f
F
i
g
u
r
e
s
Fi
g
u
r
e
1
:
S
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3
Fi
g
u
r
e
2
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S
a
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C
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e
e
k
M
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m
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g
u
r
e
3
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C
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l
l
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s
i
o
n
s
b
y
Y
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a
r
a
n
d
M
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(
2
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1
8
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2
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Fi
g
u
r
e
4
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C
o
l
l
i
s
i
o
n
s
I
n
v
o
l
v
i
n
g
S
c
h
o
o
l
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V
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t
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m
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(
2
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8
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)
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10
Fi
g
u
r
e
5
:
C
u
r
r
e
n
t
M
o
d
e
s
o
f
T
r
a
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p
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11
Fi
g
u
r
e
6
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D
e
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g
n
C
o
n
c
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p
t
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14
Li
s
t
o
f
T
a
b
l
e
s
Ta
b
l
e
1
:
S
a
g
e
C
r
e
e
k
H
i
g
h
S
c
h
o
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l
E
n
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o
l
l
m
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n
t
D
a
t
a
..
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2
Ta
b
l
e
2
:
C
o
l
l
i
s
i
o
n
s
b
y
T
y
p
e
,
S
e
v
e
r
i
t
y
,
T
i
m
e
o
f
D
a
y
,
a
n
d
P
r
i
m
a
r
y
C
o
l
l
i
s
i
o
n
F
a
c
t
o
r
(
2
0
1
8
–
20
2
2
)
..
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9
Ta
b
l
e
3
:
E
x
a
m
p
l
e
C
o
s
t
s
f
o
r
R
e
c
o
m
m
e
n
d
e
d
I
m
p
r
o
v
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m
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n
t
s
..
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23
Feb. 4, 2025 Item #10 Page 11 of 132
Je
f
f
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r
s
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n
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Feb. 4, 2025 Item #10 Page 19 of 132
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Feb. 4, 2025 Item #10 Page 20 of 132
C
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Figure 4Collisions Involving School-Age Victims During School Hours (2018-2022)
ID: 8841796Unsafe Speed
ID: 81941789Unsafe Speed
ID: 82088888Unsafe SpeedBike-Bike collision
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%)
Map includes collisions that are: 1) Within 1/4-mile radius of school property (school influence area), 2) Involving victims of age 18 or under, 3) During school dop-off (7am-9am) or pick-up (1pm-3pm) periods.
ID: 81775617Failure to YieldBroadside, 14 y/o WB bicyclist did not yield at stop sign and made left turn, NB vehicle ROW violation
ID: 8826832Complex IntersectionBroadside, 15 y/o SB bicyclist was riding on wrong side of road/not riding as close as practicable to right-hand curb, NB driver was proceeding straight
5
ID: 82088845Broadside, 14 y/o WB bicyclist was traveling wrong way/did not stop at line, NB driver was proceeding straight
5
6
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2
1
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Feb. 4, 2025 Item #10 Page 21 of 132
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Feb. 4, 2025 Item #10 Page 35 of 132
MEMORANDUM
Alta Planning + Design, Inc. City of Carlsbad 1
To: Fehr and Peers; City of Carlsbad
From: Alta Planning + Design
Date: December 18, 2023
Re: School Site Assessment Summary Report for Jefferson Elementary School
Jefferson Elementary School
The Carlsbad Safe Route to School (SRTS) project team conducted one walk audit and one listening session at
Jefferson Elementary 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 the listening session.
Walk Audit
A walk audit was conducted at Jefferson School in the City of Carlsbad on the morning of October 19, 2023. Walk
audit participants included the Jefferson Elementary 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. Jefferson Elementary School Walk Audit Location Map
Feb. 4, 2025 Item #10 Page 36 of 132
MEMORANDUM
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. Jefferson Elementary School Existing Condition Locations
Feb. 4, 2025 Item #10 Page 37 of 132
MEMORANDUM
Alta Planning + Design, Inc. City of Carlsbad 3
1. School Driveway – Pick-up/Drop-off Zone
• Two lanes serve the pick-up/drop off zone. Principal Cobb described the following traffic patterns of the pick-
up/drop-off period:
o E-bikes/Bikes/Scooters pick-up/drop-off is allowed in the school parking lot.
o Eight (8) staff are present during the pick-up/drop-off hours: 6 staff + 2 staff for Transitional
kindergarten (TK)
o Teachers, per contract, are required/allowed to provide one (1) duty activity/day, which includes
monitoring pick-up and drop-off.
o TK parents/caregivers usually drop off their kids at the yellow curb at the start of the curbside drop-
off because the gate for TK is at the first turning corner of the school driveway.
o TK drop-off period is around 7:30 am – 7:50 am, school staff pull out delineator to create a two-lane
flow after 7:50 am.
• The outer lane of the two-lane flow is designated for parents/caregivers who have special education
students. These cars have a sticker indicating this on their windshields.
• Parents/caregivers are inclined to let students out of the cars right at the school gate and do not pull forward,
even with all the staff present.
o Possible programmatic recommendation – adding “please pull forward” signage and educating
parents/caregivers.
• Afternoon pick up duration is about 10 minutes.
Feb. 4, 2025 Item #10 Page 38 of 132
MEMORANDUM
Alta Planning + Design, Inc. City of Carlsbad 4
Walk audit participants discuss travel concerns around Jefferson Elementary School on the morning of October 19, 2023.
2. Jefferson Street/Carol Place – School Driveway Exit at Jefferson Street
• The school driveway exit has one left-turn lane and one right-turn lane.
• The Jefferson Street/Carol Place intersection has high visibility crosswalks.
• The Jefferson Street/Carol Place crossing has a School Crossing Guard during the pick-up/drop-off periods.
Some comments about the school crossing guard received during the walk audit:
o Really great School Crossing Guard!
o Partially paid for by City (Carlsbad Police Department)
o Also is a Yard Duty for the school (Carlsbad Unified School District)
• Parents/caregivers feel overwhelmed because too many things happen simultaneously at this location,
especially during the pick-up/drop-off periods: people exiting school driveway turning left or right; heavy
traffic on Jefferson Street; students crossing Jefferson Street; pedestrians walking on the sidewalk; and e-
bikes/bikes/scooters on Jefferson Street.
• Some parents/caregivers reported that they could not see pedestrians due to the uphill exit from driveway.
• Left-turn traffic exiting the school driveway onto Jefferson blocks the traffic flow.
• Parents/caregivers do not like the idea of making both exit lanes right-turn only.
Feb. 4, 2025 Item #10 Page 39 of 132
MEMORANDUM
Alta Planning + Design, Inc. City of Carlsbad 5
Traffic congestion happened at the school driveway exit at Jefferson Street.
Traffic conflicts between different road users.
Feb. 4, 2025 Item #10 Page 40 of 132
MEMORANDUM
Alta Planning + Design, Inc. City of Carlsbad 6
3. School Driveway Entrance at Jefferson Street
• Some parents/caregivers and students cross Jefferson Street at this intersection even though there is no
crosswalk here.
o It is challenging to add a crosswalk crossing Jefferson Street at this location because of the housing
driveways on the other side of the street
o The Principal commented that a crosswalk at this location would help people walking from the north
to enter the school grounds sooner and avoid potential vehicle conflicts along the school frontage,
where vehicle congestion is higher.
• A parent/caregiver commented that this entrance is the only location that has an accessibility path, so
disabled people coming from different directions must detour to enter/exit from this path.
4. Jefferson Street/Anchor Way
• Some parents/caregivers and students cross Jefferson Street at this intersection even though there is no
crosswalk here.
o It is challenging to add a crosswalk crossing Jefferson Street at this location because of the housing
driveways on the other side of the street.
o The Principal commented that a crosswalk at this location would help people walking from the north
to enter the school grounds sooner and avoid potential vehicle conflicts along the school frontage,
where vehicle congestion is higher.
• Anchor Way is also a “park and walk” location. Parents/staff noted that vehicles park near or at curb,
reducing sight distances for vehicles exiting Anchor Way onto Jefferson at a very busy intersection for
vehicles and pedestrians
•
5. Jefferson Street/Tamarack Avenue
• This intersection is wide and has busy traffic.
• Right turning cars at this intersection are fast and usually do not stop fully.
• Several parents/caregivers have suggested a School Crossing Guard at this intersection.
• Parents / Principal noted that recent signal timing changes have helped with vehicle queues clearing, which
was impacting the School exit driveway and adding to the congestion and confusion at that location
Feb. 4, 2025 Item #10 Page 41 of 132
MEMORANDUM
Alta Planning + Design, Inc. City of Carlsbad 7
Faded crosswalks at this wide intersection at Jefferson Street/Tamarack Avenue
Cars backing up on Tamarack Avenue at Jefferson Street/Tamarack Avenue, blocking the pedestrian crosswalks.
6. Jefferson Street
• According to school staff, speeding along Jefferson Street is an issue, but not during pick-up/drop-off periods.
• Missing sidewalk on the east side of Jefferson Street between Tamarack Avenue and Chinquapin Avenue, and
there is no crosswalk along this segment for kids to cross Jefferson Street.
• Parents/caregivers have observed speeding cars fly down from Tamarack Avenue to Chinquapin Avenue.
Feb. 4, 2025 Item #10 Page 42 of 132
MEMORANDUM
Alta Planning + Design, Inc. City of Carlsbad 8
Missing sidewalk on the east side of Jefferson Street between Tamarack Avenue and Chinquapin Avenue.
7. Jefferson Street and Chinquapin Avenue
• No marked crosswalks at this intersection to cross Jefferson Street or Chinquapin Avenue.
• There are no sidewalks along the northeast corner of the intersection. Only the west side of Jefferson Street
has sidewalks.
• A wide radius at the northeast corner curb turning right from Chinquapin Avenue to Jefferson Street.
Feb. 4, 2025 Item #10 Page 43 of 132
MEMORANDUM
Alta Planning + Design, Inc. City of Carlsbad 9
Wide right turn turning radius and absence of crosswalks at the intersection of Jefferson Street and Chinquapin Avenue.
8. Chinquapin Avenue and I-5 Overcrossing
• There is no sidewalk on the south side of this overcrossing, and the sidewalk on the north side on Chinquapin
Avenue is very narrow and inconsistent.
• Parents/caregivers have observed speeding cars on Chinquapin Avenue because drivers take Chinquapin
Avenue as an alternative route to Tamarack Avenue.
Feb. 4, 2025 Item #10 Page 44 of 132
MEMORANDUM
Alta Planning + Design, Inc. City of Carlsbad 10
Only the north side of this I-5 Overcrossing on Chinquapin Avenue has a sidewalk.
Narrow and inconsistent sidewalk on both sides of Chinquapin Avenue.
Feb. 4, 2025 Item #10 Page 45 of 132
MEMORANDUM
Alta Planning + Design, Inc. City of Carlsbad 11
9. Tamarack Avenue
• A parent/caregiver representative living on Tamarack Avenue to the east of the I-5 freeway mentioned
having issues walking on the “safer routes” suggested by the city because:
o Speeding cars on Tamarack Avenue.
o Limited safe crossing locations along Tamarack Avenue.
• A parent/caregiver representative living on Tamarack Avenue to the west of Jefferson Street reported the
absence of a safe crossing location crossing Tamarack Avenue. It’s about 2,000 feet between the Garfield
Street crosswalks and Jefferson Street crosswalks.
• Some parents/caregivers would love to see more new high visibility crosswalk along Tamarack Avenue.
• Some parents/caregivers suggested to install speed cushions and to lower the speed limit along Tamarack
Avenue.
10. Tamarack Avenue/Coastal Rail Trail
• This is a location where many pedestrians and bicyclists cross Tamarack to access the Coastal Rail Trail
• There are minimum gaps in the flow of vehicle traffic traveling on Tamarack Avenue, unless there is a train
coming at the crossing, making it challenging for families to find opportunities to cross.
• Parents/caregivers suggested a crosswalk with a push button crossing Tamarack Avenue at this location.
11. Jefferson Street/Magnolia Avenue
• Right-turn cars turning from Magnolia Avenue to Jefferson Street usually do not stop fully because of the
wide turning radius.
• A parent/caregiver reported that this intersection is chaotic.
12. Cul-de-sac at Carol Place
• Affordable and dense housing projects are being built at Jefferson Street and Carol Place, which will add
vehicle and pedestrian trips to the surrounding roadways compared to existing conditions.
o Removal of the Harding Street connection to Carol Place as a part of this project has reduced
locations available for parents/caregivers to park and walk and has increased both pedestrian and
vehicle traffic on Jefferson Street by removing a parallel route.
• Some parents/caregivers drop off their students at a nearby abandoned lot (abandoned restaurant) near the
cul-de-sac of Carol Place.
• Parents/caregivers cannot currently use the cul-de-sac to park and walk because of blocking from the
construction trucks.
Additional Walk Audit Notes
• Jefferson is a feeder school for TK in Carlsbad, so most TK students come from other areas across the city,
increasing the car traffic near the school. About 100 TK students travel to school by car. These students likely
have less opportunity to switch from driving to walking since they are traveling from further away.
• Park-and-walk is hard in nearby neighborhoods because parking is limited with red curbs.
Listening Sessions
One listening session was conducted at Jefferson Elementary School the evening of November 13, 2023. The event
was promoted through social media and emails. In total, approximately five parents/caregivers and other school
Feb. 4, 2025 Item #10 Page 46 of 132
MEMORANDUM
Alta Planning + Design, Inc. City of Carlsbad 12
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
• Parent/caregivers provided the following feedbacks for the bike safety class:
o No speaker system, so some students could not hear the officer talking.
o Some parents/caregivers still do not feel safe for students to bike to school after the class because of the
roadway conditions.
Walking Environment
• Disconnected sidewalks create barriers for students to walk to/from the school.
• A parent/caregiver commented on the leading pedestrian signal that some drivers start turning right/left when
they see the pedestrian lights turn green, even though the traffic lights for car are still red.
o Drivers are often looking in the direction of opposing traffic (left) before turning right and don’t always
notice pedestrians in the crosswalk to their right when the light turns green or during the leading
pedestrian interval.
Other Feedback
• Carlsbad Public Works mentioned there is a three-stage traffic study in Carlsbad, which will affect Tamarack
Avenue, and some suggestions they are considering include curb extensions and speed cushions.
Feb. 4, 2025 Item #10 Page 47 of 132
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Feb. 4, 2025 Item #10 Page 48 of 132
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
Jefferson Elementary 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.
Jefferson Elementary 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.
The city anticipates expanding the program to other schools in Carlsbad in the coming years as
budgets allow.
Feb. 4, 2025 Item #10 Page 49 of 132
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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.
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: Areas for improvements October 2023 – January 2024
The first phase will gather feedback about areas of opportunity and concern and
determine where the community would most like to see enhancements for walking and
biking.
Phase 2: Feedback on draft plan Summer 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 and be presented to the Traffic
Safety & Mobility Commission and the City Council for approval.
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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Public Input Report
Spring 2024 3
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.
Feb. 4, 2025 Item #10 Page 51 of 132
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Public Input Report
Spring 2024 4
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 meeting held at Jefferson Elementary School
Nov. 13, 2023
Online input map available Jan. 8-22, 2024
The input opportunities were promoted
through the following:
• Parent and Parent Teacher Association
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 session
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Online input map
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64
Online mapping tool comments
5
Community workshop participants (in person)
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
Tamarack Avenue – Between Garfield Street and the railroad tracks – 3 pins
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Public Input Report
Spring 2024 11
Pedestrian improvement • Improve lighting and visibility of
existing crosswalks across Tamarack
Avenue at Garfield St
Traffic calming • Install traffic calming measures to
slow down cars
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Public Input Report
Spring 2024 12
Tamarack Avenue – Between railroad tracks and I-5 (21 pins)
Pedestrian improvements • Improve connection across the north
and south entrances of the Coastal
Rail Trail
• Add high visibility crosswalks across
Tamarack Avenue at Hibiscus Circle
• Add lighting and sidewalks to south
end of Hibiscus Circle
• Add sidewalks on Linmar Lane
• Enhance visibility, add crossing guards
at Jefferson and Tamarack
• Improve crossing across freeway
entrances and exits
• Add crosswalk at Jefferson and
Chinquapin
Bicycle improvements • Improve connection across the north
and south entrances of the Coastal
Rail Trail
• Improve crossing across freeway
entrances and exits
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Public Input Report
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Traffic calming • Install traffic calming measures on
Tamarack and Chinquapin to slow
down cars
• Install school zone signs
Traffic congestion • Evaluate signal time of light at
Tamarack and Pio Pico to alleviate
congestion at Tamarack and Jefferson
Jefferson Street – Between Tamarack and Magnolia – 14 pins
Pedestrian improvements • Improve visibility of crosswalk, add
crossing guards at Jefferson and
Magnolia
• Add additional crosswalk near
entrance of school parking lot
• Improve visibility of crosswalk to the
school, prevent cars from blocking it
during congested times
• Add sidewalks all along Jefferson
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Public Input Report
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Bicycle improvement • Add bike lanes to the school
Traffic calming • Install traffic calming measures to
slow down cars
• Limit right turns from Jefferson onto
Tamarack during school times
• Address blind spot of exiting the gas
station onto Jefferson
Traffic congestion • Improve traffic flow of drop-off and
pick-up in the parking lot
• Improve visibility and congestion for
cars exiting the parking lot to turn left
on Jefferson
• Evaluate signal time of light at
Tamarack and Jefferson
• Consider one-way traffic between
Magnolia and Tamarack
• Lack of parking near school is an issue
Other comments for other areas
• Bike lanes on Harding Street are blocked by trash cans
• Potholes and repaving needed at Jefferson and Magnolia
• Enhanced biking conditions on Chestnut between Harding and Pio Pico
• Improve visibility for cars turning onto Pio Pico from Magnolia, install traffic calming on
Pio Pico
• Enhance pedestrian and bike safety along Pio Pico at St. Patrick’s school parking lot exit
• Install traffic calming improvements at Chinquapin and Adams St
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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
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 summer 2024.
The Safe Routes to School plan will be presented to the Traffic Safety & Mobility Commission
for recommendation of approval, then to the City Council to determine next steps for design
and funding of the improvements.
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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)
Traffic calming
I live at the 4-way intersection if Adams and
Chinquapin. Cars coming west down
Chinquapin from Highland and Hillside do so at
high speeds and rarely stop fully at the
intersection. Many bicyclists also come racing
down the hill and fly right through the
intersection without stopping. I have personally
observed many near collisions both vehicular
and bike. The speed bumps on Tamarack have
pushed traffic down Chinquapin as drivers seek
to avoid the lights and speed bumps on
Tamarack. Adams St
Chinquapin
Ave
Bicycle
improvement
We need sharrows on Chestnut between
Harding and Pio Pico. Chestnut Ave Harding St
Bicycle
improvement
Chestnut ave is the most unsafe street,
especially near Carlsbad high school. People
aren’t willing to wait for someone turning left
so they veer around into the bike lane. We
need left turn lights and extra lanes for turning
from chestnut to Monroe. Chestnut Ave
Walking
improvement
Agree! At least connect the pedestrian/ bike
access via an underpass or train
overpass.waiting to trench the trains is going to
take too long and we need an immediate
solution Chestnut Ave
Railroad
tracks
Walking
improvement
Figure out how to make chestnut go through so
there is a direct route to school this way. Chestnut Ave
Railroad
tracks
Walking
improvement
I've also observed this and noticed cars using
this stretch of road at a high rate of speed.
Chinquapin
Ave Jefferson St
Walking
improvement
Need stop sign at Chinquapin and Jefferson.
Drivers coming south on Chinquapin are often
driving fast
Chinquapin
Ave Jefferson St
Bicycle
improvement
Residents on the west side of this street block
the bike lane with their trash cans every week. Harding St Camellia Pl
Bicycle
improvement
All parallel parking on Jefferson between
Magnolia and Tamarack should be removed
and replaced with a bike lane. Jefferson St Anchor Way
Feb. 4, 2025 Item #10 Page 65 of 132
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Bicycle
improvement
No bike lane near school while I ride this road
daily for child drop off. Jefferson St Carol Pl
Bicycle
improvement
This intersection needs to be repaved.
Especially after heavy rains, pot holes occur and
are dangerous for bicyclists and pedestrians. Jefferson St Magnolia Ave
Traffic calming
Drivers turning onto Jefferson from Magnolia
routinely run the stop sign, even with children
around. Jefferson St Magnolia Ave
Traffic calming
Cars need slowed on this street via cross walks
and speed bumps like done on the east side of
tamarack. Cars speed at terrible speeds here,
an area that should be a way to connect the
south and north end of tamarack. Jefferson St Carol Pl
Traffic calming
Can we PLEASE get speed bumps along this
stretch of Jefferson?? I’ve seen people speed
(40+mph) and even PASS other cars DURING
school pickup or drop off while little kids and
families are everywhere. Jefferson St Carol Pl
Traffic calming
We need speed bumps ASAP. It’s impossible to
get out of driveways on Jefferson street by the
elementary school. There’s been multiple
crashes now of residents pulling out of
driveways & cars driving fast down
Jefferson street. Also hard to see pedestrians
when you’re backing out as the parked trucks
block your view. We need mirrors on lampposts
for pedestrians safety. With the new
apartments, parking is going to be impossible
and there will be more bad accidents. Jefferson St Carol Pl
Traffic calming
People use Linmar heavily as an alternate
route. We frequently see people coming from
Linmar and turning (in either direction) onto
Tamarack without looking for pedestrians
crossing in front of their cars. Lots of near
misses here.
Please step up patrols on the western stretch of
Tamarack if you want more people
walking/biking to school. Please take measures
to reduce the flow of traffic and increase safe
crossing opportunities. Jefferson St Carol Pl
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Traffic
congestion
Jefferson between Magnolia and Tamarack
should be a one-way street for vehicles, and
two-way for bikes. A study should be done to
determine best flow for vehicles -- either north
or south. Jefferson St Magnolia Ave
Traffic
congestion
Every day, we see people on Jefferson who are
not dropping off/picking up kids at school get
angry about the backup of traffic, honk, yell,
and illegally and dangerously go around cars
that are waiting in the line of backed up cars to
get into the Jefferson parking lot. This is
extremely dangerous and if it continues,
someone will inevitably be hurt or killed. Jefferson St Magnolia Ave
Traffic
congestion
I've seen this many times too. Illegal passing
around cars waiting to get into and out of the
Jefferson parking lot. It happens daily. Jefferson St
Tamarack
Ave
Traffic
congestion
Agreed. We have also noticed people driving
this stretch of road during school pickup who
are NOT dropping children at school and
theybecome impatient, honking and yelling at
drivers who are in the midst of school pickup
and dropoff. When Jefferson is backed up
during drop off/pick up, we regularly see non-
school drivers dangerously go around the line
of cars waiting to drop kids off at school. If
people keep doing this, it will result in someone
being struck and injured/killed. Jefferson St
Tamarack
Ave
Traffic
congestion
Agreed. We regularly see non-school drivers on
this road during pick up/drop off become
frustrated, yelling, honking, and unsafely and
illegally going around the cars waiting on
Jefferson to drop off/pick up their kids. If this
continues, someone will eventually be injured
or killed. Jefferson St Carol Pl
Traffic
congestion
This should include the lights at Tamarack and I-
5/Pio Pico too. I frequently see the light green
at Tamarack/Jefferson but nobody can turn left
onto Tamarack because Tamarack itself is
backed up. Jefferson St Anchor Way
Feb. 4, 2025 Item #10 Page 67 of 132
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Traffic
congestion
It is not safe for kids to walk to school via
Tamarack (west of 5). It is also not safe nor
pleasant for people to drive to school via
Tamarack/Jefferson. There is extremely limited
parking on Jefferson near school due to the
new housing. The school parking lot gets
clogged up, creating backup on Jefferson.
Parents are in an impossible situation--drive
their kids to school in the chaos of the traffic?
Or take the risk of walking on a road where
people are driving far too fast? Jefferson St Magnolia Ave
Traffic
congestion
A traffic study is needed to better time the light
at Jefferson to Tamarack. This causes a backup
for the parents leaving the school drop off and
creates a dangerous situation for people
turning left (blindly) from the school onto
Jefferson. Jefferson St Anchor Way
Traffic
congestion
The timing on this light causes massive traffic
congestion during school drop off and pick up.
If Jefferson’s parking lot could flow better,
more parents would be willing to drop off and
pick up in the parking lot rather than find street
parking and walk in. Jefferson St Carol Pl
Walking
improvement
Extremely dark street with blind turn and no
sidewalks. Just last night we were on a walk
home from an evening Jefferson event and a
car couldn’t see us and the street is the only
place to walk on. Jefferson St Carol Pl
Walking
improvement
Is the new crosswalk going to be lighted like the
ones on Carlsbad Blvd? Jefferson St Carol Pl
Walking
improvement
Why is the new crosswalk not elevated like the
new crosswalks on Tamarack? Jefferson St Carol Pl
Walking
improvement
Many families that live inside the Windsong
gate, or around chinqupin cross here at
chinquapin to Jefferson on the side of Jefferson
that has the sidewalk. We've all been saying for
years how helpful i5 would be to have a
crosswalk so it would be easier for cars to see
the pedestrians and kids tryibg to cross here. It
would also possibly help the speeding of cars
down this road making it safer for all of the
walking families on this side going to Jefferson. Jefferson St
Chinquapin
Ave
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Walking
improvement
It is a travesty that there are no protected
crosswalks, of the kind we now see on the
Coast Highway and Tamarack, anywhere on
Jefferson, the very street that the elementary
school is on. We don't need a monstrosity like
the one at Valley and Jefferson, just a nice sign
with a button to push for warning lights. Jefferson St Carol Pl
Walking
improvement
The exit driveway at the school constantly gets
blocked due to the light at Jefferson, which
causes backups in the parking lot and a
dangerous situation for the crosswalk. If there
were striping to “keep clear”, it could help
traffic leave the parking lot for those parents
needing to turn left. Jefferson St
Tamarack
Ave
Walking
improvement
There is no sidewalk on north end of Linmar
making it difficult for pedestrians who have to
walk on a narrow street. Intersection for
eastbound Tamarack to Linmar Lane is a blind
turn. Linmar Ln
Tamarack
Ave
Bicycle
improvement
Dangerous gravel pot hole areas of bike lane all
along magnoia. Madison St Magnolia Ave
Traffic calming
intersection of Magnolia and Pio Pico Dr. in re:
often poor visibility due to large trucks parked
along Pio Pico Dr. There is a combination of
that along with speeding that makes this are
dangerous when trying to travel from Magnolia
to turn onto Pio Pico Dr. Magnolia St Pio Pico Dr
Walking
improvement
This area becomes very dangerous when
parents are parked to pickup children from St.
Patrick's School as often traffic traveling South
is made to move over for on-coming NB traffic
that is unable to utilize their lane to do cars
stopped along the sidewalk. Bicyclists and
pedestrians on the West side of Pio Pico are put
at risk of a collision when this happens. Pio Pico Dr
Tamarack
Ave
Bicycle
improvement
The entrance to the Rail Trail needs a more
obvious crosswalk and better entrance for bikes
heading west on Tamarack. Tamarack Ave
Railroad
tracks
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Bicycle
improvement
Crossing the Freeway entrance and exits is a
complete nightmare for pedestrians and
cyclists. Please come up with ways to fix these
for the Jefferson children, as well as the kids
who head from to Valley Middle School and
CHS. Tamarack Ave
Freeway
entrance/exit
Bicycle
improvement
This whole intersection and area would benefit
from pedestrian and bike improvements. This
would also help the St Patrick’s students. Tamarack Ave
Freeway
entrance/exit
Bicycle
improvement
Please provide a permanent crossing guard
since this intersection is extremely busy in the
mornings and after school. Tamarack Ave Jefferson St
Bicycle
improvement
Please fix and connect the rail trail here to the
Southside of Tamarack. without a crossing here,
kids and adults are crossing to the north side of
Tamrack Avenue at their own risk in multiple
spots and then are often riding in the wrong
direction (against Traffic) in order to get to the
rail trail. It's dangerous and shouldn't happen. Tamarack Ave
Railroad
tracks
Traffic calming
I live on the south side of Tamarack and find
that cars are often going well in excess of the
speed limit as they come from Garfield going
eastbound on Tamarack between Garfield and
the train tracks. The downhill slope coupled
with lack of slowing measures and very little
patrolling results in speeding. It is difficult to
pull out of our driveway due to the excessive
speed of traffic here. The high speed of traffic
creates a safety issue for my children walking to
school. Tamarack Ave
Railroad
tracks
Traffic
congestion
We look forward to traffic studies during school
drop and pick up hours. Please conduct the
study at the hours of 7:45-8:10 M-F and 2:10 to
2:35 M-F (with the exception of Thursday
afternoon, with pickup being at 1:25 on
Thursdays). Tamarack Ave Jefferson St
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Walking
improvement
Absolutely!!! This is long overdue. We are
encouraged to bike and walk on the rail trail
but when it hits the street at Tamarack, it's
incredibly unsafe to cross the street to the
south due to consistent oncoming vehicle
traffic and impaired visibility. A big crosswalk
with street signs would be a very simple first
step. Tamarack Ave
Railroad
tracks
Walking
improvement
Agreed. As an adult, I am nearly hit on a
regular basis while crossing this cross walk on
foot. Walking with my toddler, I've been nearly
hit several times by cars who go into the
intersection while I am midway through the
cross walk. I do not feel it is safe for my
children (even my 11-year-old) to safely cross
this intersection. Tamarack Ave Garfield St
Walking
improvement
Crossing the Freeway entrance and exits is a
complete nightmare for pedestrians and
cyclists. Please come up with ways to fix these
for the Jefferson children, as well as the kids
who head from the Beach up to Valley Middle
School and CHS. Tamarack Ave
Freeway
entrance/exit
Walking
improvement
Crossing the Freeway entrance and exits is a
complete nightmare for pedestrians and
cyclists. Please come up with ways to fix these
for the Jefferson children, as well as the kids
who head from the Beach up to Valley Middle
School and CHS. Tamarack Ave
Freeway
entrance/exit
Walking
improvement
Crossing the Freeway entrance and exits is a
complete nightmare for pedestrians and
cyclists. Please come up with ways to fix these
for the Jefferson children, as well as the kids
who head from the Beach up to Valley Middle
School and CHS. Tamarack Ave
Freeway
entrance/exit
Walking
improvement
Crossing the Freeway entrance and exits is a
complete nightmare for pedestrians and
cyclists. Please come up with ways to fix these
for the Jefferson children, as well as the kids
who head from the Beach up to Valley Middle
School and CHS. Tamarack Ave
Freeway
entrance/exit
Walking
improvement We need crossing guards here! Tamarack Ave Magnolia Ave
Feb. 4, 2025 Item #10 Page 71 of 132
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Walking
improvement We need crossing guards!! Tamarack Ave Jefferson St
Walking
improvement
Please give us a crossing guard here for children
to cross safely. I know other schools in the area
have more than one crossing guard (Kelly, for
example). Because Jefferson is directly adjacent
to the freeway, and because people regularly
use the roads near the school for non-school,
high-speed freeway diversions, it is very
surprising that we have not been allotted
additional crossing guards so that our kids can
get safely to school. We also need more
patrolling of the roads near Jefferson. Tamarack Ave Jefferson St
Walking
improvement
Please provide a permanent traffic crossing
guard at this major intersection for both
pedestrians and bikes. Tamarack Ave Jefferson St
Walking
improvement
We need a safe and high vis crosswalk
somewhere between Garfield and Jefferson on
Tamarack for kids to cross from the south side
of Tamarack to the north and vice versa.
Placement could be just east of the train tracks
or at the intersection of Hibiscus and Tamarack.
The cars on this segment routinely travel at
such a high rate of speed that it's very difficult
to cross Tamarack, even when we attempt to
use the corner to corner cross (no cross walk)
at Hibiscus. More speed reduction please. Tamarack Ave Hibiscus Cir
Walking
improvement
The school could really use another crosswalk
at this location Tamarack Ave Hibiscus Cir
Walking
improvement
A raised pedestrian crossing with lights (like at
tamarack/valley) would help with visibility and
slow traffic down. The crossing guard does their
best, but it’s not a safe situation. Tamarack Ave Hibiscus Cir
Walking
improvement
Can we consider 2 things--1. better
lighting/illumination for this crosswalk at night
and in the early morning? 2. making the
crosswalk high vis (maybe a push-button
illuminator? Please also note that drivers seem
to have a difficult time seeing pedestrians as
the sun is setting over this intersection. Glare is
a factor. We have near misses with cars here
almost daily while crossing on foot. Tamarack Ave Garfield St
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Walking
improvement
Rail trail needs a Lighted Crosswalk!!!
Please make it simple for kids to cross the road
with a lighted flashing crosswalk to connect the
rail trail to the south side of Tamarack Tamarack Ave
Railroad
tracks
Walking
improvement
Hibiscus circle should be connected via a cross
walk to the north end of tamarack. Currently
the south side of tamarack has limited places to
cross tamarack. And more importantly, there is
a significant distance between Garfield and
Jefferson that allows cars to pick up significant
speeds and stop signs and or raised cross walks
like done on the east side of tamarack would
lend the south end of Carlsbad to have safe
walking paths and feel more included in what
should be a neighborhood. Tamarack Ave Hibiscus Cir
Walking
improvement
100% agree with this. There is too great a
distance between Garfield and Jefferson St on
Tamarack for kids crossing from the south side
of Tamarack to the north side. We need a high
visibility cross walk btwn these two points and
more speed patrolling. My kids can't safely
walk this route at present with the high rate of
speed of the car traffic and the issues with
safety crossing even at the Tamarack/Jefferson
and Tamarack/Garfield intersections for
pedestrians. Tamarack Ave Hibiscus Cir
Walking
improvement
Agreed. This is not a safe crosswalk for kids to
cross on their own. The speeding issues on the
stretch of Tamarack west of 5 coupled with lack
of safe places to cross make it prohibitive for
older kids to walk to school without adult
supervision. We frequently see cars turning
right from Jefferson onto westbound Tamarack
without checking for pedestrians in the
crosswalk. Tamarack Ave Jefferson St
Walking
improvement
This intersection is incredibly busy with
vehicles, pedestrians, and bikes. Safer more
controlled. Crossing system is definitely
needed.. Please add crossing signs, flashers,
buttons for the pedestrians, and ADA curb
ramps as the street to sidewalk transitions are
noncompliant and very dangerous. Tamarack Ave Garfield St
Feb. 4, 2025 Item #10 Page 73 of 132
DRAFT
Jefferson Elementary Safe Routes to School
Public Input Report
Spring 2024 26
Walking
improvement
Might consider using Hibiscus as a safe route to
school instead of Tamarack if better speed
reduction and crosswalks cannot be
implemented on Tamarack. Cars tend to travel
more slowly on Hibiscus (and there's a
sidewalk) making it a potentially safer route for
kids coming from the western stretch of
Tamarack to Jefferson. Tamarack Ave Hibiscus Cir
Walking
improvement
Visibility for drivers turning left is made even
worse by vehicles frequently parked illegally
along the red curbs. Tamarack Ave Jefferson St
Walking
improvement
Extremely dangerous street where cars go well
above speed limit a majority of the time.
Limited stops or speed bumps slowing cars
down. Makes south end of tamarack stuck with
dead ends and no ability to connect with its
school community on the north end. Tamarack Ave Jefferson St
Feb. 4, 2025 Item #10 Page 74 of 132
DRAFT
Jefferson Elementary Safe Routes to School
Public Input Report
Spring 2024 27
In person workshop feedback
Pedestrian improvements
• Need for safe crossings across Tamarack Ave
• Not as many opportunities to cross Tamarack to get to and from school
• Trouble crossing at Hibiscus – no crosswalk.
• People walk down Anchor Way
• Need ADA crossing
• Need to watch for driveway at gas station
• Move crosswalk more toward entrance of parking lot
Traffic safety
• At the top of Garfield, crest of hill, people come from the stop sign and fly down
• Speeding cars. No stop sign between Garfield and Jefferson
• Cars turn right out of Jefferson to Tamarack – struggle. Don’t look for pedestrians
• Lack of parking near school is an issue
• Need traffic calming on Tamarack – let it be known it’s a speed trap
• Need traffic calming at Chinquapin and Jefferson
• Need school zone signs and speed feedback signs
• Visibility is poor coming out of the school parking lot, especially if ppl there.
Biking improvements
• Bikers frequently cross at rail trail – need crossing
Feb. 4, 2025 Item #10 Page 75 of 132
DRAFT
Jefferson Elementary Safe Routes to School
Public Input Report
Spring 2024 28
Other comments
Feb. 4, 2025 Item #10 Page 76 of 132
DRAFT
Jefferson Elementary Safe Routes to School
Public Input Report
Spring 2024 29
Feb. 4, 2025 Item #10 Page 77 of 132
DRAFT
Jefferson Elementary Safe Routes to School
Public Input Report
Spring 2024 30
Feb. 4, 2025 Item #10 Page 78 of 132
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Feb. 4, 2025 Item #10 Page 79 of 132
SB Queue
(ft)
Delay
(sec/veh)
SB Queue
(ft)
Delay
(sec/veh)
Existing 317 15.8 237 14.8
Proposed 215 14.9 146 12.9
Change -102 -0.9 -91 -1.9
AM PM
Scenario
Delay and Queue Results at Jefferson St/Tamarack Ave
Feb. 4, 2025 Item #10 Page 80 of 132
Queues Existing AM
1: Jefferson St & Tamarack Ave 04/17/2024
Jefferson Elementary SRTS Synchro 11 Report
Page 1
Lane Group EBL EBT WBL WBT NBT SBT
Lane Group Flow (vph) 65 355 43 464 319 457
v/c Ratio 0.37 0.42 0.28 0.62 0.36 0.77
Control Delay 46.7 30.5 46.3 30.3 8.8 26.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 46.7 30.5 46.3 30.3 8.8 26.6
Queue Length 50th (ft) 34 90 23 101 53 170
Queue Length 95th (ft) 75 133 56 150 112 317
Internal Link Dist (ft)218 234 200 246
Turn Bay Length (ft) 100 100
Base Capacity (vph) 371 1426 371 1399 1085 749
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.18 0.25 0.12 0.33 0.29 0.61
Intersection Summary
Feb. 4, 2025 Item #10 Page 81 of 132
HCM 6th Signalized Intersection Summary Existing AM
1: Jefferson St & Tamarack Ave 04/17/2024
Jefferson Elementary SRTS Synchro 11 Report
Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 53 275 16 35 245 135 36 54 171 261 21 93
Future Volume (veh/h) 53 275 16 35 245 135 36 54 171 261 21 93
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.97 0.99 0.96 0.99 0.96
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 65 335 16 43 299 92 44 66 150 318 26 103
Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82
Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 104 767 36 79 557 167 160 237 432 532 47 138
Arrive On Green 0.06 0.22 0.22 0.04 0.21 0.21 0.46 0.46 0.46 0.46 0.46 0.46
Sat Flow, veh/h 1781 3446 164 1781 2668 802 175 519 947 909 103 303
Grp Volume(v), veh/h 65 172 179 43 197 194 260 0 0 447 0 0
Grp Sat Flow(s),veh/h/ln 1781 1777 1833 1781 1777 1694 1641 0 0 1316 0 0
Q Serve(g_s), s 1.9 4.4 4.4 1.2 5.2 5.4 0.0 0.0 0.0 8.6 0.0 0.0
Cycle Q Clear(g_c), s 1.9 4.4 4.4 1.2 5.2 5.4 5.3 0.0 0.0 13.9 0.0 0.0
Prop In Lane 1.00 0.09 1.00 0.47 0.17 0.58 0.71 0.23
Lane Grp Cap(c), veh/h 104 396 408 79 371 353 829 0 0 718 0 0
V/C Ratio(X)0.63 0.43 0.44 0.54 0.53 0.55 0.31 0.00 0.00 0.62 0.00 0.00
Avail Cap(c_a), veh/h 527 1018 1050 527 1018 970 1067 0 0 1459 0 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00
Uniform Delay (d), s/veh 24.1 17.5 17.5 24.5 18.4 18.5 9.2 0.0 0.0 11.2 0.0 0.0
Incr Delay (d2), s/veh 2.3 0.8 0.7 2.2 1.2 1.3 0.1 0.0 0.0 0.3 0.0 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.8 1.7 1.8 0.5 2.0 2.0 1.6 0.0 0.0 3.5 0.0 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 26.4 18.3 18.3 26.7 19.6 19.9 9.3 0.0 0.0 11.5 0.0 0.0
LnGrp LOS C B B C B B A A A B A A
Approach Vol, veh/h 416 434 260 447
Approach Delay, s/veh 19.5 20.4 9.3 11.5
Approach LOS B C A B
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 28.9 6.8 16.7 28.9 7.6 15.9
Change Period (Y+Rc), s 5.0 4.5 5.0 5.0 4.5 5.0
Max Green Setting (Gmax), s 32.0 15.5 30.0 55.0 15.5 30.0
Max Q Clear Time (g_c+I1), s 7.3 3.2 6.4 15.9 3.9 7.4
Green Ext Time (p_c), s 1.2 0.0 2.0 2.7 0.0 2.3
Intersection Summary
HCM 6th Ctrl Delay 15.8
HCM 6th LOS B
Feb. 4, 2025 Item #10 Page 82 of 132
Queues Existing PM
1: Jefferson St & Tamarack Ave 04/17/2024
Jefferson Elementary SRTS Synchro 11 Report
Page 1
Lane Group EBL EBT WBL WBT NBT SBT
Lane Group Flow (vph) 77 352 37 530 168 354
v/c Ratio 0.32 0.27 0.19 0.56 0.26 0.69
Control Delay 34.2 17.3 34.9 21.2 8.8 23.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 34.2 17.3 34.9 21.2 8.8 23.8
Queue Length 50th (ft) 25 36 12 72 19 98
Queue Length 95th (ft) 84 118 50 168 67 237
Internal Link Dist (ft)218 234 200 246
Turn Bay Length (ft) 100 100
Base Capacity (vph) 524 2001 524 1929 1346 1129
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.15 0.18 0.07 0.27 0.12 0.31
Intersection Summary
Feb. 4, 2025 Item #10 Page 83 of 132
HCM 6th Signalized Intersection Summary Existing PM
1: Jefferson St & Tamarack Ave 04/17/2024
Jefferson Elementary SRTS Synchro 11 Report
Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 71 304 20 34 320 167 23 41 90 207 45 74
Future Volume (veh/h) 71 304 20 34 320 167 23 41 90 207 45 74
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.97 0.99 0.97 0.99 0.97
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 77 330 22 37 348 182 25 45 98 225 49 80
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 120 973 65 73 588 301 130 202 343 430 100 118
Arrive On Green 0.07 0.29 0.29 0.04 0.26 0.26 0.36 0.36 0.36 0.36 0.36 0.36
Sat Flow, veh/h 1781 3373 224 1781 2247 1149 117 559 946 842 275 326
Grp Volume(v), veh/h 77 173 179 37 274 256 168 0 0 354 0 0
Grp Sat Flow(s),veh/h/ln 1781 1777 1820 1781 1777 1619 1622 0 0 1443 0 0
Q Serve(g_s), s 2.0 3.6 3.6 1.0 6.3 6.5 0.0 0.0 0.0 5.7 0.0 0.0
Cycle Q Clear(g_c), s 2.0 3.6 3.6 1.0 6.3 6.5 3.4 0.0 0.0 9.1 0.0 0.0
Prop In Lane 1.00 0.12 1.00 0.71 0.15 0.58 0.64 0.23
Lane Grp Cap(c), veh/h 120 513 525 73 465 424 676 0 0 648 0 0
V/C Ratio(X)0.64 0.34 0.34 0.51 0.59 0.60 0.25 0.00 0.00 0.55 0.00 0.00
Avail Cap(c_a), veh/h 587 1134 1162 587 1134 1033 1172 0 0 1743 0 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00
Uniform Delay (d), s/veh 21.4 13.2 13.2 22.1 15.1 15.2 10.6 0.0 0.0 12.2 0.0 0.0
Incr Delay (d2), s/veh 2.1 0.4 0.4 2.0 1.2 1.4 0.1 0.0 0.0 0.3 0.0 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.8 1.3 1.3 0.4 2.3 2.2 1.1 0.0 0.0 2.6 0.0 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 23.5 13.6 13.6 24.1 16.3 16.6 10.7 0.0 0.0 12.5 0.0 0.0
LnGrp LOS C B B C B B B A A B A A
Approach Vol, veh/h 429 567 168 354
Approach Delay, s/veh 15.4 17.0 10.7 12.5
Approach LOS B B B B
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 22.0 6.4 18.6 22.0 7.7 17.3
Change Period (Y+Rc), s 5.0 4.5 5.0 5.0 4.5 5.0
Max Green Setting (Gmax), s 32.0 15.5 30.0 55.0 15.5 30.0
Max Q Clear Time (g_c+I1), s 5.4 3.0 5.6 11.1 4.0 8.5
Green Ext Time (p_c), s 0.7 0.0 2.1 1.9 0.1 3.3
Intersection Summary
HCM 6th Ctrl Delay 14.8
HCM 6th LOS B
Feb. 4, 2025 Item #10 Page 84 of 132
Queues Proposed AM
1: Jefferson St & Tamarack Ave 04/22/2024
Jefferson Elementary SRTS Synchro 11 Report
Page 1
Lane Group EBL EBT WBL WBT NBT SBL SBT
Lane Group Flow (vph) 65 355 43 464 319 318 139
v/c Ratio 0.30 0.33 0.22 0.54 0.43 0.76 0.21
Control Delay 38.9 22.9 39.4 27.8 10.9 29.9 13.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 38.9 22.9 39.4 27.8 10.9 29.9 13.9
Queue Length 50th (ft) 24 58 16 83 51 101 33
Queue Length 95th (ft) 76 131 57 178 117 215 76
Internal Link Dist (ft)218 234 200 246
Turn Bay Length (ft) 100 100
Base Capacity (vph) 485 1862 485 1759 1311 808 1277
Starvation Cap Reductn 0000000
Spillback Cap Reductn 0000000
Storage Cap Reductn 0000000
Reduced v/c Ratio 0.13 0.19 0.09 0.26 0.24 0.39 0.11
Intersection Summary
Feb. 4, 2025 Item #10 Page 85 of 132
HCM 6th Signalized Intersection Summary Proposed AM
1: Jefferson St & Tamarack Ave 04/22/2024
Jefferson Elementary SRTS Synchro 11 Report
Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 53 275 16 35 245 135 36 54 171 261 21 93
Future Volume (veh/h) 53 275 16 35 245 135 36 54 171 261 21 93
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.97 0.98 0.96 0.98 0.96
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 65 335 16 43 299 165 44 66 139 318 26 113
Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82
Percent Heavy Veh, %222222222222
Cap, veh/h 106 870 41 80 526 281 153 220 364 639 121 528
Arrive On Green 0.06 0.25 0.25 0.05 0.24 0.24 0.41 0.41 0.41 0.41 0.41 0.41
Sat Flow, veh/h 1781 3446 164 1781 2208 1181 165 535 884 1158 295 1283
Grp Volume(v), veh/h 65 172 179 43 239 225 249 0 0 318 0 139
Grp Sat Flow(s),veh/h/ln 1781 1777 1833 1781 1777 1613 1583 0 0 1158 0 1578
Q Serve(g_s), s 1.8 4.0 4.0 1.2 5.9 6.2 0.0 0.0 0.0 4.8 0.0 2.8
Cycle Q Clear(g_c), s 1.8 4.0 4.0 1.2 5.9 6.2 5.2 0.0 0.0 10.0 0.0 2.8
Prop In Lane 1.00 0.09 1.00 0.73 0.18 0.56 1.00 0.81
Lane Grp Cap(c), veh/h 106 449 463 80 423 384 736 0 0 639 0 649
V/C Ratio(X) 0.61 0.38 0.39 0.54 0.56 0.59 0.34 0.00 0.00 0.50 0.00 0.21
Avail Cap(c_a), veh/h 554 1070 1104 554 1070 971 1090 0 0 1441 0 1742
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00
Uniform Delay (d), s/veh 22.9 15.4 15.4 23.3 16.7 16.8 10.2 0.0 0.0 11.4 0.0 9.5
Incr Delay (d2), s/veh 2.1 0.5 0.5 2.1 1.2 1.4 0.1 0.0 0.0 0.2 0.0 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.7 1.5 1.5 0.5 2.2 2.2 1.6 0.0 0.0 2.4 0.0 0.8
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.0 15.9 16.0 25.3 17.9 18.2 10.3 0.0 0.0 11.7 0.0 9.5
LnGrp LOS C B B C BBBAABAA
Approach Vol, veh/h 416 507 249 457
Approach Delay, s/veh 17.4 18.7 10.3 11.0
Approach LOS BBBB
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 25.5 6.7 17.6 25.5 7.5 16.9
Change Period (Y+Rc), s 5.0 4.5 5.0 5.0 4.5 5.0
Max Green Setting (Gmax), s 32.0 15.5 30.0 55.0 15.5 30.0
Max Q Clear Time (g_c+I1), s 7.2 3.2 6.0 12.0 3.8 8.2
Green Ext Time (p_c), s 1.1 0.0 2.0 1.4 0.0 2.9
Intersection Summary
HCM 6th Ctrl Delay 14.9
HCM 6th LOS B
Feb. 4, 2025 Item #10 Page 86 of 132
Queues Proposed PM
1: Jefferson St & Tamarack Ave 04/22/2024
Jefferson Elementary SRTS Synchro 11 Report
Page 1
Lane Group EBL EBT WBL WBT NBT SBL SBT
Lane Group Flow (vph) 77 352 37 530 168 225 129
v/c Ratio 0.31 0.25 0.18 0.54 0.28 0.53 0.23
Control Delay 31.6 15.1 32.3 21.9 9.6 21.4 16.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 31.6 15.1 32.3 21.9 9.6 21.4 16.0
Queue Length 50th (ft) 22 27 11 72 19 58 30
Queue Length 95th (ft) 77 103 46 168 67 146 80
Internal Link Dist (ft)218 234 200 246
Turn Bay Length (ft) 100 100
Base Capacity (vph) 565 2105 565 1994 1422 1124 1456
Starvation Cap Reductn 0000000
Spillback Cap Reductn 0000000
Storage Cap Reductn 0000000
Reduced v/c Ratio 0.14 0.17 0.07 0.27 0.12 0.20 0.09
Intersection Summary
Feb. 4, 2025 Item #10 Page 87 of 132
HCM 6th Signalized Intersection Summary Proposed PM
1: Jefferson St & Tamarack Ave 04/22/2024
Jefferson Elementary SRTS Synchro 11 Report
Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 71 304 20 34 320 167 23 41 90 207 45 74
Future Volume (veh/h) 71 304 20 34 320 167 23 41 90 207 45 74
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.97 0.99 0.97 0.99 0.96
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 77 330 22 37 348 182 25 45 98 225 49 80
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, %222222222222
Cap, veh/h 127 1033 68 75 622 318 134 167 281 585 187 305
Arrive On Green 0.07 0.31 0.31 0.04 0.28 0.28 0.30 0.30 0.30 0.30 0.30 0.30
Sat Flow, veh/h 1781 3374 224 1781 2247 1149 113 558 939 1229 624 1018
Grp Volume(v), veh/h 77 173 179 37 274 256 168 0 0 225 0 129
Grp Sat Flow(s),veh/h/ln 1781 1777 1820 1781 1777 1620 1609 0 0 1229 0 1642
Q Serve(g_s), s 1.7 3.1 3.1 0.8 5.4 5.6 0.0 0.0 0.0 1.5 0.0 2.5
Cycle Q Clear(g_c), s 1.7 3.1 3.1 0.8 5.4 5.6 3.2 0.0 0.0 4.7 0.0 2.5
Prop In Lane 1.00 0.12 1.00 0.71 0.15 0.58 1.00 0.62
Lane Grp Cap(c), veh/h 127 544 557 75 492 449 583 0 0 585 0 492
V/C Ratio(X) 0.61 0.32 0.32 0.50 0.56 0.57 0.29 0.00 0.00 0.38 0.00 0.26
Avail Cap(c_a), veh/h 671 1295 1327 671 1295 1181 1327 0 0 1860 0 2195
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00
Uniform Delay (d), s/veh 18.6 11.0 11.0 19.3 12.7 12.8 11.2 0.0 0.0 11.6 0.0 11.0
Incr Delay (d2), s/veh 1.7 0.3 0.3 1.9 1.0 1.2 0.1 0.0 0.0 0.2 0.0 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.7 1.0 1.1 0.3 1.9 1.8 1.0 0.0 0.0 1.4 0.0 0.8
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 20.3 11.3 11.3 21.2 13.7 13.9 11.3 0.0 0.0 11.8 0.0 11.1
LnGrp LOS C B B C BBBAABAB
Approach Vol, veh/h 429 567 168 354
Approach Delay, s/veh 12.9 14.3 11.3 11.5
Approach LOS BBBB
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 17.3 6.2 17.6 17.3 7.4 16.4
Change Period (Y+Rc), s 5.0 4.5 5.0 5.0 4.5 5.0
Max Green Setting (Gmax), s 32.0 15.5 30.0 55.0 15.5 30.0
Max Q Clear Time (g_c+I1), s 5.2 2.8 5.1 6.7 3.7 7.6
Green Ext Time (p_c), s 0.7 0.0 2.1 1.0 0.1 3.4
Intersection Summary
HCM 6th Ctrl Delay 12.9
HCM 6th LOS B
Feb. 4, 2025 Item #10 Page 88 of 132
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Feb. 4, 2025 Item #10 Page 89 of 132
Map showing location of Jeerson Elementary in Carlsbad, CA. Google Earth, earth.google.com/web
Pedestrian Route
ADA Accessible Route
Pick-Up & Drop-Off Route
Special Education Drop-Off Route
Magnolia Avenue
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Jefferson Elementary
Heavy Traffic
Important Alerts
Please Pull Forward
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Feb. 4, 2025 Item #10 Page 91 of 132
MEMORANDUM
Alta Planning + Design, Inc. City of Carlsbad 1
To: Fehr and Peers; City of Carlsbad
From: Alta Planning + Design
Date: April 22, 2023
Re: Non-infrastructure Strategies for Jefferson Elementary School
Encouraging Safe Routes to School at Jefferson Elementary 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 walking and biking
promotional activities encourage students and their families 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 Jefferson Elementary 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), Jefferson Elementary School staff, parents/caregivers, and
students, and others can participate in SRTS activities.
Bike/Pedestrian Education
School-based skills and traffic safety instruction during recess, 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, and bike prep for Jefferson Elementary 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
Crossing Guard Training
Jefferson Elementary School currently has one Crossing Guard located at Jefferson Street and Carol Place right in
front of the school. Regardless of who is serving the role of a Crossing Guard—school staff performing this role
as a part of their duties, city staff, paid contractors, or volunteers—it is important that they receive training on
at least a biennial basis to ensure they are performing their duties properly and safely.
Resources
• California Crossing Guard Training Program
Feb. 4, 2025 Item #10 Page 92 of 132
MEMORANDUM
Alta Planning + Design, Inc. City of Carlsbad 2
Crossing Guard Promotional Education
Crossing Guards play a vital role in ensuring the safety of students, families, and residents while crossing the
street near schools. They help to alert drivers that people are crossing the roadway. Disregarding the direction
of a Crossing Guard is a violation of the law (California Vehicle Code Section 2815). Educating and promoting the
importance of listening to Crossing Guards' directions may encourage more people to follow their directions.
Hosting an annual Crossing Guard Appreciation Day at Jefferson Elementary School would help students,
parents, caregivers, and drivers show their appreciation to Crossing Guards.
The City could leverage their “Safer Together” campaign branding to create and post promotional materials on
social media to encourage students, parents, caregivers, and drivers to pay more attention to Crossing Guards
and follow their direction.
Resource:
• Westminster Safe Route to School Plan Appendix A
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.
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 Champion Toolkit
Resources for SRTS school champions (parent/caregivers or others who volunteer time and energy towards
promoting walking and biking for the school commute) help start and/or grow walking/biking programs at
school sites. “How to” guides provide a variety of SRTS activities and describe how to implement them.
Resources:
• Parent and Community Empowerment Toolkit, San Mateo County Safe Routes to School
• Volunteer Toolkit, Safe Routes to School National Partnership
Feb. 4, 2025 Item #10 Page 93 of 132
MEMORANDUM
Alta Planning + Design, Inc. City of Carlsbad 3
School Communications
Schools, including Jefferson Elementary 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 Jefferson
Elementary School to promote safe and frequent walking and biking to school.
Resource:
• Safe Routes National Partnership Back to School Messaging Guide
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
Valet Curbside Drop-off
A valet curbside drop-off program could alleviate traffic concerns on the Jefferson Elementary School campus by
speeding up the drop-off process and providing a more fluid motion of vehicular traffic in the drop-off area. The
service can be offered by older students (e.g., fifth and sixth grades) who complete traffic safety training. During
a designated time period, valets are stationed along the drop-off area and wearing bright safety vests. When
drivers pull into the drop-off area, the valets direct them to drive as far forward as possible, making use of the
entire length of the available curb. Then, valets open the passenger door for students to exit the vehicle, close
the door, and direct drivers to pull forward and exit the drop-off area.
Resource:
• AAA School Safety Patrol
Walk to School Day or Bike to School Day
Walk to School Days or Bike to School Days are before school walking or biking event involving all students.
Students are encouraged to walk to school on a particular day (chosen by the school) and receive incentives for
participation. Other events, such as Cocoa for Carpools, can be incorporated into Walk and Bike to School Days
for older students.
Resource:
• Walk, Bike, & Roll to School, National Center for Safe Routes to School
Feb. 4, 2025 Item #10 Page 94 of 132