CC - Item 5A - Update on Speed Hump Traffic Calming Applications4, ROSEMEAD CITY COUNCIL
STAFF REPORT
TO: THE HONORABLE MAYOR AND CITY COUNCIL
<�AFROM: BEN KIM, CITY MANAGER
DATE: FEBRUARY 24, 2026
SUBJECT: UPDATE ON SPEED HUMP TRAFFIC CALMING APPLICATIONS
SUMMARY
On March 11, 2025, the City Council adopted the Comprehensive Traffic Calming Policy
establishing the Neighborhood Traffic Management Program. The Speed Hump policy was
outlined within the Neighborhood Traffic Management Program. In response to reported speeding
concerns, staff reviewed 13 street segments in accordance with the Speed Hump Policy. Of these,
five segments were identified as potentially eligible for speed hump installation based on the initial
screening criteria; however, additional staff evaluation was required to ensure full compliance with
the policy
DISCUSSION
Department of Public Works staff were directed to prepare a Comprehensive Traffic Calming
policy, which culminated in the development and adoption of the Neighborhood Traffic
Management Program. This document provides a breadth of traffic engineering interventions that
are designed to address traffic concerns. Each measure is binned into a tier, with each tier being
associated with a specific level of approval needed for consideration and installation (i.e., Tier 2
and Tier 3 measures require both Traffic Commission and City Council approval).
As part of the adopted program, the City Council also approved the attached Speed Hump Policy
which formally establishes eligibility criteria, procedures, and design standards for installing and
removing speed humps within residential areas of Rosemead. For a street to be considered for
speed humps, the street must meet the following criteria:
1. Local Street: Streets must be functionally classified as a residential, or local, street with a
maximum street width of 40 feet curb to curb.
AGENDA ITEM 5.A
City Council Meeting
February 24, 2026
Page 2 of 4
2. Residential: A majority of the abutting development shall be residential, however, streets
in commercially or industrially zoned areas can be eligible for speed humps if consistent
with engineering analysis and safety concerns.
3. The street should not be a truck, transit (bus) route, or emergency service route.
4. The street does not have more than one traffic lane in each direction.
5. Minimum Length Uninterrupted by Stop Signs or Traffic Signals: 1,200 feet.
6. Maximum Average Daily Traffic Volume: 2,500 vehicles per day.
7. Minimum Average Daily Traffic Volume: 500 vehicles per day.
8. Maximum Speed Limit: 25 miles per hour.
9. Minimum Critical Speed: 8 miles per hour or more above the speed limit.
10. Maximum grade: 8%
11. Minimum diversion of traffic to adjacent streets
To initiate the evaluation process, requestors must first submit a completed Speed Hump Request
form which asks for information such as the street name, limits of the area of concern, and the
contact information of the requestor. In addition to the Speed Hump Request form, the requestor
must also submit a Petition Form signed by 67% of owners/residents along the street segment to
the Department of Public Works. The City may aid the requestor by defining roadway limits and/or
listing the number of units that should be included in the petition process. Both the application and
petition form can be accessed online on the City website, over email, or in person.
In February 2024, Public Works Staff were provided with a list of 11 street segments for evaluation
of speeding concerns based on feedback received during the February 27, 2024, City Council
Meeting. The street segments were reviewed based on the initial screening criteria in the draft
Speed Hump Policy. Following the adoption of the Speed Hump policy, of the 11 segments
identified, only four were determined to be eligible based on initial screening criteria pending
further evaluation factors relating to City staff s independent survey and emergency services
delivery review. These four segments included:
1. Pine Street, between Garvey Avenue and Graves Avenue.
2. Ivar Avenue, between Ramona Boulevard and Garvey Avenue.
3. Bartlett Avenue, between Ramona Boulevard and Garvey Avenue.
4. Denton Avenue, between Garvey Avenue and Graves Avenue.
The Department mailed surveys to property owners and residents along each segment. The survey
contained a brief description of the intent of the survey, next steps if the Department were to
receive the necessary signatures in favor of the installation of speed humps, and a QR code that
directed property owners to a multi -language survey. The results of those surveys are outlined
below in Table 1:
City Council Meeting
February 24, 2026
Page 3 of 4
Surveyed Street
Total Number
of Surveys
Mailed
% `Yes'
Responses
% `No'
Responses
%
Nonrespondents
Pine St
80
15%
5%
80%
Ivar Ave
125
20%
11 %
69%
Bartlett Ave
125
15%
7%
78%
Denton Ave
104
23%
5%
72%
Table 1: Speed Hump Survey Results
As shown in Table 1, of the four street segments surveyed, the necessary 67% support from
property owners/residents was not met to warrant further review for speed humps. Despite this,
other traffic calming measures were recommended for these segments and those improvements
have been submitted to operations for installation.
Since the implementation of the Speed Hump Policy, the Department of Public Works has received
two new requests for speed hump review. The two streets are Delta Avenue, between Hellman
Avenue and Garvey Avenue, and New Avenue, between Garvey Avenue and Graves Avenue.
After reviewing the segments against the initial screening criteria, it was determined that only
Delta Avenue is eligible for further evaluation for speed humps. Engineering Division staff will
coordinate with the requestor to have them gather signatures from property owners along that
segment of Delta Avenue. New Avenue was deemed ineligible for further review due to the street
being categorized as a minor arterial street and having a speed limit of 35 miles per hour.
STAFF RECOMMENDATION
It is recommended that the City Council receive and file this report.
STRATEGIC PLAN IMPACT
The continual implementation and administration of the Speed Hump Policy aligns with Goal C,
Infrastructure and Facilities, of the 2030 Strategic Plan. In this Goal, the City commits to
continuously renovating and enhancing streets, sidewalks, and public infrastructure; coordinating
with relevant utility agencies regarding safety and enhancements; and modernizing facilities by
expanding the use of wireless network technology and renewable energy.
FISCAL IMPACT
There is no immediate fiscal impact associated with this report. However, there would be
installation costs, engineering costs, as well as long-term maintenance costs relating to the
installation of each speed hump.
City Council Meeting
February 24, 2026
Page 4 of 4
The average cost for a speed hump installation will vary based on roadway conditions and number
of speed humps needed. The typical cost for each speed hump is in the range of $10,000 to $15,000
which includes the required materials, signage, striping, and installation cost.
PUBLIC NOTICE PROCESS
This item has been noticed through the regular agenda notification process.
Prepared By:
anielle arcia
Public Works Fiscal & Project Manager
Submitted By:
omany Basilyous
City Engineer
Attachment A: Speed Hump Policy
Attachment B: March 11, 2025, City Council Staff Report — Adoption of Neighborhood Traffic
Management Program
Attachment A
Speed Hump Policy
SPEED HUMP POLICY
City of Rosemead
Speed Hump Policy
El E� D
[�ui���'w .�on.ill Tt�ttit flnti�ri� �i
Approved by:
City of Rosemead City Council
March 11, 2025
8838 Valley Boulevard I Rosemead, CA 91770
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SPEED HUMP POLICY
I. GENERAL POLICY STATEMENT
The City of Rosemead (City) is committed to policies and actions that can foster and promote
traffic calming measures whenever necessary to maximize pedestrian safety, to minimize
nonessential vehicular traffic on residential streets, and/or to slow vehicles to an appropriate
speed. One possible means to accomplish these three goals is a "roadway vertical deflection
device" which is commonly known as a SPEED HUMP. The City of Rosemead Speed Hump
Policy applies to currently installed speed humps and future speed hump requests.
Speed humps, rumble strips, etc., are all considered "traffic calming" devices. Also included
in this speed hump policy is the installation of "rumble strips," which are a series of raised
strips, markers, or buttons across a road, changing the noise a vehicle's tires make on the
surface, thereby warning drivers of speed restrictions. The installation policy of these rumble
strips will coincide with the installation policy of speed humps, as described in this speed
hump policy, and ultimately, City staff will make the final determination as to which traffic
calming device should be installed.
This speed hump policy is primarily aimed for the installation of speed humps in residential
neighborhoods. Normally, speed humps are not installed in industrial and commercially zoned
areas. However, this same policy can be also implemented if City staff determines after
careful and procedural (i.e., engineering) analysis that speed humps should be installed in an
industrial and commercially zoned area due to prevailing safety concerns.
As a practical matter, the City reserves the right to install or remove any traffic calming device,
without public approval, if engineering or procedural analysis demonstrates that such action
is warranted, and that it is in the interest of public safety.
Speed humps and other pavement undulations are not approved traffic -control devices as
defined in the California Manual on Uniform Traffic Control Devices (CA MUTCD), which is
the official document establishing which roadway devices may be readily installed on public
streets. Instead, a speed hump is considered a geometric "design feature" within the roadway
that must be designed, installed, and maintained based on prudent engineering judgment and
supported by a sufficient study of its need --to avoid property damage, personal injury, or other
possible civil liabilities. Therefore, all pertinent federal and state laws governing roadway
safety will be considered in the design and positioning of any speed hump or other traffic
calming measures.
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II. ADMINISTRATIVE AUTHORITY
The Public Works Department (Department) is responsible for maintaining a list of
locations where members of the public have requested the installation of speed
humps. The list includes the specific street location, the name, address and phone
number of the requestor, and the date of the request.
2. The Department is given the authority to conduct engineering studies and to provide
technical engineering advice and services to other City departments, commissions,
and agencies. Such services, upon the recommendation of the Traffic Commission
and approval of the City Council, can include traffic studies and the design, installation
and maintenance of City streets, signals, signs, street lighting and other traffic devices.
In addition to having the authority to install and operate official traffic control devices,
the Department may place and maintain additional traffic control devices deemed
necessary to regulate traffic in a safe and orderly manner under State Law, to guide
and warn traffic, and to remove hazards to life or property.
3. Pursuant to this policy, the Department will study, assess, qualify, and carry out the
installation of speed humps based on the Eligibility Criteria specified herein, including
other possible complementary traffic calming devices to mitigate any potential adverse
impacts resulting from such installation.
4. This is a Departmental Policy. Therefore, the Department is authorized with City
Manager concurrence to modify this policy from time to time in order to stay current
with the state of the practice as well as Federal and State regulations.
5. The City reserves the right to go directly to a Speed Hump Study without implementing
other traffic calming measures when the 85th percentile speeds along the subject street
exceed the posted speed limit by 15 MPH and/or there are two or more reported
collisions within a 12 month period along the subject street that are speed related.
III. DEFINITIONS
The following are definitions or explanations of terminology used in this report.
1. Americans with Disabilities Act (ADA) is federal legislation that mandates the
provision of access while restricting impediments for disabled persons and establishes
many criteria and standards for such access. These are also contained in State Title
24 for California Building Standards and Codes.
2. Average Daily Traffic (ADT) is the total number of vehicles that travel (both directions
combined) along a roadway in a typical 24-hour period, usually counted on a midweek
day.
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3. Collector Street is a roadway that moves traffic from local streets to arterial roadways.
Speed limits could range from 25 to 35 MPH. Collector streets could carry one to two
lanes in each direction.
4. National Pollutant Discharge Elimination System (NPDES) is a program that
addresses water pollution by regulating point sources that discharge pollutants to
waters of the United States. Created in 1972 by the Clean Water Act, the NPDES
permit program is authorized to state governments by the Environmental Protection
Agency (EPA).
5. Gutter Running describes the situation where motorists purposely drive close to the
gutter, so the right -side wheels (nearest the curb) miss the end of the speed hump.
This is often done due to the perception of some motorists that, since fewer wheels
cross over the speed hump, they do not need to slow for the speed hump.
6. Local Street is a roadway that serves individual residential and commercial blocks
with direct access to abutting properties.
7. Prima Facie Speed Limits are speed limits that are automatically established by law
based on roadway conditions and therefore do not require signs for enforcement.
Examples include 25 miles -per -hour limits in school zones when children are present
or on local streets in residential neighborhoods, and 15 miles -per -hour limits in alleys
or at railroad crossings with limited visibility. These speeds are defined in the California
Vehicle Code as well as the California Manual on Uniform Traffic Control Devices.
8. Speed (85th Percentile) is a speed measurement where 85 percent of the individually
recorded vehicle speeds on the street are at or below this measurement, and 15
percent of the recorded speeds are above this measurement.
9. Speed hump is a moderately elevated segment of roadway pavement intended to
reduce the speed of vehicles crossing over it. Sloping upward, a speed hump is usually
elevated about 3 or 4 inches before it slopes downward to the original street level. The
overall crossing length of a speed hump is about 12 feet wide. (Shorter, steeper speed
bumps are used in private parking lots but are too extreme an obstacle for use on a
public street.)
10. Speed Cushions are either speed humps or speed tables that include wheel cutouts
to allow large vehicles to pass unaffected, while reducing passenger car speeds. They
can be offset to allow unimpeded passage by emergency vehicles and are typically
used on key emergency response routes.
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IV. ELIGIBILITY CRITERIA
To process an application for speed humps, an applicant must complete and submit a "Speed
Hump Petition Form" available at the City. Each application will be reviewed following the
eligibility criteria on a case -by -case basis and at the discretion of the Traffic Commission. The
Department will determine the streets that are eligible for speed humps based on site and
roadway conditions, traffic conditions and proper engineering principles including, but not
limited to, the following:
1. The street must be functionally classified as a residential, or local, street with a
maximum street width of 40' curb to curb. The street cannot be designated as a
collector, arterial or higher classification.
2. The street should be primarily residential in nature, but streets in commercially or
industrially zoned areas can be eligible for speed humps, consistent with engineering
analysis and safety concerns.
3. The street should not be a truck, transit (bus) route, or emergency service route.
4. The street does not have more than one traffic lane in each direction.
5. The street should have a minimum length of at least 500 feet, preferably 750 feet.
6. The street must have a posted or prima facie speed limit not exceeding 25 miles -per -
hour.
7. The street must have a minimum ADT volume of 500 average daily vehicle trips and
a maximum ADT volume of 2,500 vehicles per day and with additional assessment
of potential impacts on streets with 2,500 to 5,000 average daily vehicle trips.
8. The street must have adequate drainage and ADA access at street entrances and
intersections.
9. The street must have roadway pavement, curbs, gutters, adjoining parkways and
sidewalks in good condition.
10. The street cannot have any alignment, grade or sight -distance problems that would
be affected or created by speed humps.
11. Speed humps should not be spaced closer than 200 feet when two humps are installed
on a single block and should not be spaced closer than 350 feet when three humps
are installed on a single block. A speed hump should not be placed within 150 feet of
any intersection. A speed hump shall never be installed within any intersection. The
speed hump should be located adjacent to the resident's property requesting the
speed hump, meeting spacing requirements.
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12. A speed hump should not be installed if it conflicts or interferes with:
• Drainage features including gutters, channels, drains, catch basins and
manholes.
• Compliance with NPDES regulations for storm water run-off.
• Fire hydrants, water valves, water meters, utility manholes or other utility facilities.
• Traffic control devices, including in -pavement signal detector devices.
• Driveways, crosswalks, ramps and/or other ADA facilities/regulations.
• Bicycle lanes.
• Horizontal or vertical curves in the street alignment or street profile.
13. The City will attempt to not place a speed hump within 35 feet of any property edge
where the resident of the subject property failed to endorse the petition or had
specifically submitted a written objection to the speed hump. If needed, the City will
adjust the spacing in between the speed humps accordingly for optimal placement and
benefit.
14. The installation and final locations of Speed Humps should be based on the general
guidelines in the Rosemead Speed Hump Policy as well as Engineering Judgment
and field conditions.
V. ADDITIONAL STUDIES
The Department may also propose and commission a speed study, compliant with the
CAMUTCD, to determine the prevailing speed on the subject street where a speed hump has
been requested. To be eligible or a candidate for the placement of speed humps, the 85th
percentile speed on the street typically must exceed the speed limit by at least 8 miles -per -
hour in a given 24-hour period.
VI. PROCEDURES
A. SCREENING AND SUBMITTAL PROCESS
The Department will determine eligibility based on pertinent traffic studies and data. The
procedures for such determination are as follows:
1. The Department maintains a list of locations where property residents have requested
speed humps to be installed. Requests may be made formally by submitting a
completed application via e-mail, mail, or hand delivery to the Public Works
Department at the City. The City will maintain a master list of all Speed Hump requests.
2. When a resident submits an application for the request of Speed Humps the
requestors must acquire a minimum of 67% of the property owners/residents [proof of
ownership may be required] within the subject roadway. To aid the resident, City staff
may help in defining the roadway limits and number of units that should be included in
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the Petition process. After the completed Petition is submitted to the City, the Public
Works Department will verify that the petition has obtained the minimum 67% of
property owners/residents that are in support of the installation of Speed Humps. Only
petition forms supplied by the Department of Public Works may be used for this
purpose and only one (1) signature per address will be accepted.
3. At the discretion of the City and based on available funding for speed humps, the
Department will review the Master Speed Hump List to prioritize those locations that
may qualify to be moved forward for further study. The Department may prioritize
requested locations according to the following ranking criteria:
• Traffic volume
• Traffic speeds
• Speed -related vehicular collisions (reported)
• Vehicle -pedestrian collisions (reported)
• No Bus and truck traffic
• Land uses along the street
• Proximity of schools and parks
• Evidence of support by affected property residents (owners)
*Note: the date a request is submitted will not be a factor in determining the priority of any location.
4. This smaller priority list will subsequently be presented to the City of Rosemead Traffic
Commission for approval.
5. If the Traffic Commission has approved more than one block length as a candidate
street, each block will be studied individually, and separate petitions will be required
for each block length (to assist in identifying if there are differing sentiments for speed
humps on individual blocks).
B. ANALYSIS OF APPLICATION
Upon receipt of the application and petition(s) that has the required minimum number
of property owner/resident signatures, the Department will conduct a detailed study
(or studies) of the location. The type, number and extent of the study will be
determined by the Director of the Department and can vary based upon the particular
circumstances of each candidate location. As part of the analysis, other traffic calming
measures may be considered for the candidate location and be made a part of the
recommendations to be implemented prior to installation of speed humps. If the
studies identify traffic calming measures other than or in addition to speed humps for
the candidate location, then the Department will move forward with implementing
those traffic calming measure recommendations and then monitor for effectiveness
prior to installation of speed humps. Such studies may include:
a. Collision Analysis. Analysis of collisions along the subject street.
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b. Emergency, Bus Service & Refuse Collection Analysis. Emergency service
providers (police, fire, paramedics) and bus service providers will review potential
speed hump locations prior to installation to assess any impacts on response
times, need to alter response routes, and availability of alternative response
routes. Comparable analysis may be appropriate for such non -emergency service
providers as refuse collection or bus service to determine if speed humps will
impact these services.
c. On -site Observations. Prior to speed hump observations may be made to
determine motorists' behavior patterns and any unusual operating conditions
(such as potential for gutter running). Observations should be made both during
the day and at night.
d. Resident and Driver Surveys. Prior to speed hump installation, it may be
beneficial to survey residents along the subject street and other affected streets
to assess their concerns and perceptions of speed hump effectiveness in slowing
and/or diverting traffic.
e. Speed Studies. Speed studies maybe made on the street prior to speed hump
installation to determine the overall impact on vehicle speeds.
f. Stop Sign Obedience. If there is poor compliance rate of motorists stopping at
stop sign(s) on a street, observations may be made to assess whether speed
humps will aid in stop sign compliance.
g. Traffic Diversion Studies. Prior to installation, a study may be made of
alternative routes that may be taken by motorists to avoid the speed hump(s) and
the potential impact on the alternative route streets. If severe impacts are
anticipated, the eligibility of the speed hump location(s) may need to be
reconsidered.
h. Travel Time Studies. If there is a potential that speed humps — particularly in
multiples — may contribute to delaying traffic movement and/or increase
congestion, it may be beneficial to perform before and after studies of travel
times along the affected street(s).
i. Traffic Volume Studies. Traffic volume counts may be made on the subject
street and on those streets where traffic diversion may be expected.
2. The Department will prepare a determination of the total design, engineering and
installation costs and will determine the funding sources to finance the cost of the
speed hump(s). Any new installation of speed humps will need to conform to Standard
Speed Hump Plans as developed by the Engineering Department.
3. Following completion of the study (studies) of a candidate location, each candidate
location will be reviewed by Emergency Services (Fire Department and Sheriff's
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Department) for concurrence that the location will not impede emergency responses
in the area. If Emergency Services supports the installation of speed hump at the
candidate location, then a determination will be made by the Director of the
Department that the location meets the applicable criteria, and that the petition exhibits
sufficient property (resident) owner signatures. Once this determination is made, then
the location will be submitted to the Rosemead Traffic Commission for
recommendation to the City Council for final approval prior to installation. If a location
fails to meet the criteria, the requestor (contact person) will be notified with an
explanation as to why speed hump(s) are not warranted.
C. SPEED HUMP INSTALLATION AND MAINTENANCE STANDARD
Property Owner Approval. The City will attempt to not place a speed hump within 35
feet of any property edge where the owner of the subject property failed to endorse
the petition or had specifically submitted a written objection to the speed hump. The
speed hump should be located adjacent to the resident's property requesting the
speed hump where feasible, meeting spacing requirements. A speed hump shall
never be installed within any intersection. If needed, the City will adjust the spacing in
between the speed humps accordingly for optimal operations.
2. Spacing. Speed humps should not be spaced closer than 200 feet when two humps
are installed on a single block and should not be spaced closer than 350 feet when
three humps are installed on a single block. A speed hump should not be placed within
150 feet any intersection. A speed hump shall never be installed within any
intersection.
3. Conflicts. A speed hump should not be installed if it conflicts or interferes with:
a. Drainage features including gutters, channels, drains, catch basins and
manholes.
b. Compliance with NPDES regulations for storm water run-off.
c. Fire hydrants, water valves, water meters, utility manholes or other utility facilities.
d. Traffic control devices, including in -pavement signal detector devices.
e. Driveways, crosswalks, ramps and/or other ADA facilities/regulations.
f. Bicycle lanes.
g. Horizontal or vertical curves in the street alignment or street profile.
4. Roadway Edge. A speed hump should not extend across the full width of the roadway
(curb -to -curb) to permit unobstructed water flow along the curb and gutter. The end of
the speed hump should be separated from the curb a distance sufficient to permit
street -sweeping machinery to pass along the curb and gutter without affecting the
operation of the street -sweeper and/or without causing swept debris to be left in the
roadway. Each end of the speed hump must taper at a sufficiently low angle so that it
will not affect the down stroke of a passing bicycle pedal.
5. Installation Angle. A speed hump must be installed exactly at a right angle to the
vehicular path of travel.
rr
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6. Pavement Markings. Speed humps will be painted with distinctive painted markings
so as to be readily visible to approaching vehicles.
7. Signs. Speed hump signs whose design and locations are in compliance with the
CAMUTCD shall be installed to provide appropriate forewarning of the presence and
location of speed humps to approaching vehicles. Additional sign plates should be
installed to indicate the recommended crossing speed to educate motorists when the
speed humps are initially installed.
8. On -Street Parking. Care should be taken to ensure vehicles parked on streets do not
diminish the effectiveness of signs and/or pavement markings. The potential for "gutter
running" should be considered in locating a speed hump if parking is prohibited along
the curb, either permanently or for limited times (e.g. street -sweeping). On the other
hand, curbside parking may be restricted or prohibited in the vicinity of a speed hump
if parked vehicles are at an increased risk of being damaged by vehicles crossing the
speed hump.
9. Street Lighting. Where sight distance is less than desirable and/or to improve
nighttime visibility, speed hump locations should be selected with existing or planned
street lighting.
10. Pedestrian Crossings. The positioning of a speed hump must fully comply with ADA
regulations for pedestrian walkways and crosswalks. If mid -block pedestrian crossings
are planned, it may be appropriate to coordinate their design with speed humps since
vehicle speeds will generally be slower at speed hump crossings. The speed hump
could be installed directly adjacent to the crosswalk, or the crosswalk could be placed
upon the speed hump. Appropriate pedestrian crossing signs need to be installed with
the speed hump warning signs.
11. Construction Materials. A speed hump should be installed per the attached Speed
Hump Standard Drawing and Notes.
12. Construction Procedures. The construction accuracy of the speed hump profile must
be maintained to°ensure that the desired dimensions are attained within reasonable
tolerances to avoid vehicle damage or ineffective speed control. Road surfaces must
be excavated, especially at the tapering edges and ends of the speed hump to prevent
"spalling" (break up or chipping). Speed humps shall not be installed on streets in need
of major repairs, resurfacing improvements or reconstruction; nor shall speed humps
be installed 12 months prior to any scheduled roadway repairs, resurfacing or
reconstruction, or utility excavations within the roadway. If such work is planned,
speed hump installation should be incorporated into the scheduled repairs or
reconstruction projects.
13. Maintenance. Care should be taken in the initial installation and inspection of a speed
hump to ensure that any edge raveling and profile deformation do not exceed
established tolerances. Regularly scheduled inspections and maintenance should be
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performed to maintain the appropriate design relationship between the roadway
surface and the speed hump to enable the speed hump to continue to perform it
intended purpose. Speed hump markings need to be regularly monitored and
refreshed to maintain high visibility to motorists.
D. SPEED HUMP REMOVAL CRITERIA
Following an adequate review and analysis period, a speed hump can be removed if the
Director determines that traffic circulation and public safety concerns would justify the removal
of the speed hump. Any requested or proposed removal pursuant to this policy shall require
the approval of the City Council. The temporary removal of a speed hump to permit the
reconstruction of the speed hump or the reconstruction or resurfacing of the street, provided
that the speed hump will be restored thereafter, is exempt from requiring City Council
approval. Permanent removal of Speed Humps shall follow these steps:
1. Petition — Signed by property owner/resident of 67% of the homes on the street and
verified by an independent survey conducted by City staff.
2. Notification of Residents — Following receipt of a petition to remove a speed hump, the
City shall notify each residence of the subject street at least two weeks prior to
consideration of the item by the Traffic Commission.
3. Staff Review — City staff shall conduct appropriate studies of traffic volume and speed,
area conditions, accident history, diversion of traffic to/from adjacent streets and overall
effectiveness of the speed hump(s). Conduct an independent survey to verify 67%
support for the removal of the speed hump(s).
4. Traffic Commission Review — The Commission will review and consider the staff report,
receive citizen input, and make recommendation as to whether the speed hump(s) shall
be removed.
5. City Council — The City Council shall consider the Traffic Commission recommendation,
receive citizen input, and make final determination to whether the speed hump(s) shall be
removed.
6. Reinstallation — If speed humps are removed at the request of residents and there is a
subsequent request for reinstallation, then it shall be processed per the guidelines. The
cost for reinstallation shall be borne by the requesting residents if said request is made
within five years after the removal of speed humps. No City fund shall be used for
reinstallation within the five-year period.
Attached Exhibits:
A — Speed Hump Request Form
B — Speed Hump Standard Drawing and Notes
t REVISED FEBRUARY 2025
-
CITY OF ROSEMEAD I Page 11 of 21
SPEED HUMP POLICY
Exhibit A
Speed Hump Request Form
OSMAM
D -----------
A
REVISED FEBRUARY 2025
CITY 0F ROSEMEAD I Page 12 of 21
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Speed Hump Request
Engineering Division
8838 Valley Boulevard I Rosemead, CA 91770
Request for Speed Hump/Cushion Study
The following is an application form to request speed humps. Each request must be made by a property
owner of that street. The request will be processed in accordance with the City of Rosemead's Speed
Hump Policy.
Street Study Information
Each request must provide the name of the street or streets on which a study is requested and the
boundaries of the street segment.
Requested Street:
Boundary Area: From:
Requested Street:
Boundary Area: From:
To:
To:
If more streets are requested, please attach a separate sheet.
City staff will make an initial determination of whether the street(s) requested is eligible for further
consideration based on the Rosemead's Speed Hump Policy. City staff retains the right to modify this
request by either expanding or shortening the boundary area as well as including neighboring streets not
initially requested if it is found that traffic will be diverted as a result of placing speed hump/cushions on
requested street(s).
Contact Information
Name:
Address:
Rosemead, CA, Zip: Phone:
I am authorized to sign this request for a speed hump/cushion study as a property owner/resident/on
behalf of the HOA.
Signature:
CITY OF ROSEMEAD I Page 13 of 21
1�
CE EAD
Tuday's Small Town America
Speed Hump Policy
ELIGIBLE STREETS:
1. Local — Streets shall not be designated as an arterial or collector on City, County, State, or
Federal plans.
2. Residential — Majority of abutting development shall be residential.
3. Minimum Length Uninterrupted by Signs or Traffic Signals —1,200 feet.
4. Maximum Average Daily Traffic Volume — 2,500 vehicles per day.
5. Minimum Average Daily Traffic Volume — 500 vehicles per day.
6. Maximum Speed Limit — 25 miles per hour.
7. Minimum Critical Speed — eight miles per hour or more above speed limit.
8. Maximum grade — 8%
9. Minimum diversion of traffic to adjacent streets.
10. Not a priority route for emergency services.
11. Not a bus route.
INSTALLATION:
1. Request Form and Petition submittal— Petition signed by property owners/residents of
67% of the homes on the street(s).
2. Criteria Review — City staff preliminary review is conducted to determine eligibility for
installation
3. Notification to Residents - Following receipt of a petition and determination of eligibility,
the City shall notify each residence on the outcome of preliminary review
4. Prioritization of list of potentially eligible speed hump locations
5. Staff Review — City staff shall conduct appropriate studies of traffic volume and speed,
area conditions, accident history, potential diversion of traffic to adjacent streets, and
other factors deemed necessary. In addition, staff will conduct an independent survey to
verify 67% support. Police and Fire Departments shall review with respect to delivery of
emergency services.
6. Traffic Commission Review — The Commission shall consider the staff report, receive
citizen input, and make recommendation as to whether the street(s) be recommended for
the installation of speed humps.
7. City Council — The City Council shall consider the Traffic Commission recommendation,
receive citizen input, and make final determination on whether to install speed hump(s)
on the subject street(s)
CITY OF ROSEMEAD I Page 14 of 21
COS
IE EAD
Today'r Small Town America
INSTALLATION GUIDELINES:
1. Construction — Per attached Standard Drawings and Notes.
REMOVAL:
1. Petition — Signed by property owners/residents of 67% of the homes on the street and
verified by an independent survey conducted by City staff.
2. Notification of Residents - Following receipt of a petition to remove a speed hump, the
City shall notify each residence of the subject street at least two weeks prior to
consideration of the item by the Traffic Commission.
3. Staff Review — City staff shall conduct appropriate studies of traffic volume and speed,
area conditions, accident history, diversion of traffic to/from adjacent streets and overall
effectiveness of the speed hump(s). Conduct an independent survey to verify 67%
support for the removal of the speed hump(s).
4. Traffic Commission Review — The Commission will review and consider the staff report,
receive citizen input, and make recommendation as to whether the speed hump(s) shall be
removed.
5. City Council — The City Council shall consider the Traffic Commission recommendation,
receive citizen input, and make final determination to whether to the speed hump(s) shall
be removed.
6. Reinstallation — If speed humps are removed at the request of residents and there is a
subsequent request for reinstallation, then it shall be processed per the guidelines. The
cost for reinstallation shall be borne by the requesting residents if said request is made
within five years after the removal of speed humps. No City fund shall be used for
reinstallation within the 5-year period.
CITY OF ROSEMEAD I Page 15 of 21
cE EAD
Inday" %ni.4IIncn Anu rig a
PETITION REQUESTING INSTALLATION OF SPEED HUMPS
We, the undersign residents of between
and , do hereby request the City of Rosemead, California, to install
speed humps on our streets in an attempt to slow speeding drivers. By signing below, we
understand that the speed hump with related signing and street pavement markings may be
installed in front of our property and may eliminate our ability to park along our street. We also
understand that installing speed humps will produce some noise and increase emergency vehicle
response time to our home.
Neighborhood Representative:
Name (Please Print) Telephone Number:
DATE
SIGNATURE
(Property Owner)
ADDRESS
DAYTIME
PHONE
CITY OF ROSEMEAD I Page 16 of 21
DATE SIGNATURE ADDRESS DAYTIME
(Property Owner) PHONE
CITY OF ROSEMEAD I Page 17 of 21
SPEED HUMP POLICY
Exhibit B
Speed Hump Standard
Drawings and Notes
"(, REVISED FEBRUARY 2025
KQ*S�l
CITY OF ROSEMEAD I Page 18 of 21
A
STREET WIDTH --
DETAIL A
SPEED HUMP CONSTRUCTION
N F N to O ch u C9 p,
o ` . ni ,I 6 ri m ri (n 4.00" SPEED HUMP
G'
2'
SECTION A -A
SPEED HUMP DIMENSIONS AND CROSS -SECTIONS
CURB FACE SPEED HUMP
2' MAX 12" MIN
r> —
WIDTH TAPER 1.25'
VARIES
SCOLD MILL EXISTING CENTER OF
AC 1.5" DEEP X 18" MIN SPEED HUMP
SECTION B-B
SPEED HUMP ROADWAYDG REATMENTS
(TYP ALL EDGES)
fir'
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Tmlay's Small iotvn Amerir a
SPEED HUMP STANDARD DRAWING
1
_ I COLD MILL 1.5" DEPTH BY
�1I 1.5' MINIMUM (TYP ALL
EDGES) BOTTOM OF
MILLING CAN TAPER
TOWARD CENTER OF
HUMP.
dwn ei 12' TYPICAL
CENTER OF
TRAVEL LANE
2
I BC IMP
n 1;,-LAh
IL- 10
II
DIRECTION OF TRAVEL
DETAIL "B"
TYPICAL SIGNING AND PAVEMENT MARKINGS
FOR SPEED HUMPS
NOT TO SCALE
CITY OF ROSEMEAD I Page 19 of 21
SPEED CUSHION.
E.P. Type "L" Marker
I
12" thermoplastic
white markings
Center of 11% frnwAl Inno - ilit � 211
B* L 6
Face of curb
B` See Section A -A
of Speed Hump
4
3- [-6.5-
cL Lu 1 All �--
),I
I rarn
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v's Small Tu%
0 S loda vnAmoritj
s �e�
Center of
speed cushion
See Detail B
for typical
signing and
striping
12" min, clearance to
curb or berm face
31
SECTION G-C.
NOTES:
1.) CLEAN AND PLACE SS-1H BINDER MATERIAL PRIOR TO PLACEMENT OFASPHALT MATERIAL. -SECTION 302-5.4
2.) INSTALLATION OF SPEED HUMPS SHALL BE COMPLETED IN TWO LIFTS.
• 1ST LIFT.' FURNISH AND PLACE TYPE 111 B2-PG64-10 ASPHALT MATERIAL,
• 2ND LIFT: FURNISH AND PLACE TYPE III C3-PG64-10 ASPHALT MATERIAL.
3.) STRIPE 12" WIDE CHEVRONS ON ASPHALT PAVING PER DETAIL "B".
4.) STENCIL "BUMP" LEGEND IN 8' LETTERS. OBTAIN APPROVAL OF STENCIL PRIOR TO INSTALLATION,
5.) ALL STRIPING MUST BE INSTALLED PER THE LATEST CALTRANS STANDARD PLANS A10A THROUGH A24E, THE LATEST
CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) .
6.) ALL STENCILS USED FOR INSTALLING PAVEMENT MARKINGS MUST CONFORM TO THE LATEST CALTRANS STENCILINGS
STANDARD A24A THROUGH A24E.
7.) ALL STRIPING MUST BE INSTALLED USING THERMOPLASTIC (UNLESS OTHERWISE SPECIFIED) PER THE LATEST
CALTRANS STANDARD SPECIFICATIONS. ALL PAVEMENT MARKINGS (LEGENDS) MUST BE THERMOPLASTIC.
8.) THE PLACEMENT OF SPEED HUMPS SHALL BE DETERMINED BY THE CITY TRAFFIC ENGINEER.
9.) THE PLACEMENT OF PAVEMENT MARKINGS ("BUMP" LEGEND) SHALL BE INSTALLED DIRECTLY ADJACENT TO THE SPEED
BUMP SIGN LOCATIONS CENTERED ON THE VEHICLE'S DIRECTION OF TRAVEL OR AS DETERMINED BY THE CITY TRAFFIC
ENGINEER.
10.) NEW W13-1 (15) & W84 ("BUMP') ON NEW POST SHALL BE INSTALLED PER CITY STDS
LOCATION OF THE SIGN WILL BE DETERMINED BY THE CITY TRAFFIC ENGINEER.
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Today% SmallTown America
SPEED HUMP NOTES
NOT
CITY OF ROSEMEAD I Page 21 of 21
Attachment B
March I I, 2025, City Council Staff Report
Adoption of Neighborhood Traffic Management
Program
ROSEMEAD CITY COUNCIL
STAFF REPORT
TO: THE HONORABLE MAYOR AND CITY COUNCIL
FROM: BEN KIM, CITY MANAGER jgfA---
DATE: MARCH 11, 2025
SUBJECT: RESOLUTION NO.2025-11 ADOPTING A COMPREHENSIVE TRAFFIC
CALMING POLICY ESTABLISHING THE NEIGHBORHOOD TRAFFIC
MANAGEMENT PROGRAM
SUMMARY
This item seeks City Council approval of Resolution No. 2025-11, which aims to adopt a
comprehensive traffic calming policy and establish The Neighborhood Traffic Management
Program. The policy was developed to address a range of traffic management challenges faced by
the City of Rosemead. Notably, it outlines a roadmap for effectively addressing speeding concerns
and cut -through traffic in residential neighborhoods.
BACKGROUND
At the meeting held on February 27, 2024, the City Council recommended that staff develop a
Speed Hump Policy in response to the frequent requests for the installation of speed humps as a
deterrent to speeding along residential streets. Recognizing the lack of a policy in place and the
need for a broader range of traffic management tools, the City Manager directed staff to develop a
comprehensive traffic calming policy that encompasses various mitigation measures to address
neighborhood speeding and cut -through traffic issues.
At the Special Meeting held on January 28, 2025, staff presented a draft comprehensive traffic
calming policy to the City Council for feedback and direction. The proposed policy, titled The
Neighborhood Traffic Management Program, outlines a specific sequence of actions to be
followed by staff when addressing traffic -related concerns. The policy is segmented into three
levels of traffic calming measures and provides the level of approval needed to install such
measures.
During the special meeting, the City Council issued several key directives concerning the policy
and proposed traffic calming measures. Mayor Clark emphasized the need to investigate
alternative speed hump designs and standards used in other jurisdictions, particularly in relation to
emergency service routes. In response, staff is including two speed hump design standards: one
for general areas and another specifically accommodating emergency services. Councilmember
Dang requested that the original petitioner have the speed hump be placed in front of their property.
Staff confirmed that this request would be incorporated into the policy, provided that sufficient
AGENDA ITEM 4.G
City Council Meeting
March 11, 2025
Page 2 of 5
spacing can be maintained within the street constraints. Additionally, Councilmember Dang
suggested including more pictorial examples, which have been added to the final version of the
policy. Councilmember Armenta expressed that residents should not be required to pay an
application fee for speed hump petitions, consequently staff is not considering an application fee
for any traffic calming request, inclusive of speed humps. The Council also directed staff to
provide soft cost estimates for all traffic calming devices in the program and to ensure both
property owners and residents are included in petition process. Staff confirmed that notifications
to property owners and residents would be included in the process, however only one petition per
Property will be counted to avoid duplicative petitions within the same property.
DISCUSSION
The Neighborhood Traffic Management Program will serve as a "toolbox" to be used by staff
when addressing traffic management requests. The program is segmented into three levels of
traffic calming measures and provides the level of approval needed to install such measures. Level
One tools include a set of traffic management measures meant to be the least restrictive, easiest to
implement, and the lowest cost for the City. Due to their non-restrictive nature, these measures
will only require administrative/departmental consideration and approval to be installed. The
measures listed under this section of the Neighborhood Traffic Management Program include:
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Education Workshop
Moving vehicle violations; high speeds;
Low to moderate: $200 to $6,000
and running stop signs.
measured by person -hours)
Enhance Sheriff Enforcement
Moving vehicle violations; high speeds;
High: staffing requirements.
and running stop signs.
Radar Speed Monitoring Trailer
High speeds and school zone
Low to moderate: purchase price and
enforcement.
staffing requirements.
Higher Visibility Crosswalk at Existing
Moving vehicle violations; pedestrian
Moderate to high: $5,000 to $10,000
Crosswalks
safety; and running stop signs,
Pedestrian Crossing Signs
Moving vehicle violations; pedestrians'
Low to moderate: approximately $500
safety, and running stop si ns.per
sin and additional installation costs.
Radar Speed Feedback Signs
High speeds.
Moderate: Installation is $15,000 to
$20,000, plus ongoing maintenance
Flashing LED on Existing Stop Sign
Stop sign compliance and speeding.
Low to moderate: Installation is
approximately $1,500, plus ongoing
maintenance
Turn restrictions via signage
Cut -through traffic.
Low to moderate: purchase and
installation price of sign(s),
approximatel $500 per sign.
Rumble Strips/Dots
High speeds and alert motorists of
Low initial costs: ($50 per each raised
control devices.
pavement marker) with moderate to high
maintenance costs.
Crosswalk Warning System
High speeds and pedestrian safety.
High: $25,000 to $50,000 per
application.
Centerline Striping
High speeds and cut -through traffic.
Moderate: Initial cost and ongoing
maintenance. Approximately $2.50 per
linear foot of striping to install.
Lane Narrowing with Edge Line
High speeds and cut -through traffic.
Moderate: $1 per linear foot (and
Stripinp
ongoing maintenance
Speed Limit Signs and Pavement
High speeds.
Low cost: $500 per sign and $750 per
Markings(per Citywide Speed Survey)
pavement marking.
Table 1: Level One Traffic Management Measures
City Council Meeting
March 11, 2025
Page 3 of 5
Level Two tools contain traffic calming measures that are moderately restrictive, have a greater
potential for shifting problems, and are higher cost. Unlike Level One, measures under this section
will require Traffic Commission review and the City Council approval. These traffic calming tools
include:
Traffic Signal Adjustment to Discourage
Cut -through traffic.
Low to moderate: S500 per sign, traffic
Cut -through Traffic
signal modifications, and possible study.
Raised Center Median
High speeds and cut -through traffic.
High cost: $50,000 to $75,000
(depending on size and landscaping
treatments
Residential Street Chokers at
High speeds and cut -through traffic.
Moderate to high: landscaping,
Intersections
pavement treatments, and storm
drainage considerations (—$50,000 per
corner
Residential Street Mid -block Narrowing
High speeds and cut -through traffic.
Moderate to high: dependent length of
narrowing 450,000 per side of street
Textured Pavement
High speeds and pedestrian safety.
High cost: $50,000 per location.
Parking Restrictions
Limited parking availability and
Low to moderate: approximately $500
overnight parking concerns.
per sign.
Table 2: Level Two Traffic Management Measures
Level Three tools are the final set of traffic calming measures that are available. Being the last set,
these tools are characterized by their high cost, strong potential to impact emergency response
times, and greatest potential to shift issues. Similar to Level Two, these measures can only be
implemented with Traffic Commission review and City Council approval. As well, these measures
should be considered after the implementation and/or review of Level One and Level Two tools.
These tools include:
R. i1. G _
lift -
.. .
Raised Crosswalk
High speeds and pedestrian safety.
Moderate to high: $50,000
Raised Intersection
High speeds and pedestrian safety
Moderate to high: $100,000
(dependent on intersection size
Speed Hump
High speeds.
Moderate: $25,000
Speed Table
High speeds.
Moderate: $30,000
Traffic Circle
High speeds; accident history; and
High: $150,000 to $250,000 (dependent
vehicle conflicts.
on size of intersection
Restricted Movement Barrier
Cut -through traffic and vehicle conflicts
Moderate to high: $25,000 to $50,000
Entrance Barrier — Half Closure
Cut -through traffic and vehicle conflicts
Moderate to high: $25,000 to $50,000
Partial Street Closure — Force Turn
Cut -through traffic and vehicle conflicts
Moderate to high: $25,000 to $50,000
Barrier
Diagonal Diverter
Cut -through traffic and vehicle conflicts
Moderate to high: $25,000 to $50,000
Full Street Closure (Cul-de-sac)
Cut -through traffic and vehicle
High: $50,000 to $75,000
conflicts.
One -Way Street
Cut -through traffic and vehicle
Moderate: $20,000 per street (with
conflicts.
additional construction fees
Arterial Roadway Narrowing — Curb
High speeds; cut -through traffic; and
High: $100,000 per side of street
Extensions
vehicle conflicts
Arterial Roadway Narrowing — Chokers
High speeds; cut -through traffic; and
High: $75,000 per corner (with
vehicle conflicts,
additional landscaping, pavement
treatments, and storm drainage
considerations
City Council Meeting
March 11, 2025
Page 4 of 5
Roadway Narrowing — Angle Parking
Pedestrian safety and bicyclist safety.
Moderate: $500 per sign and $1 per
linear foot of striping (plus additional
maintenance
Landscaping — Parkway and/or Median
High speeds and pedestrian safety.
Variable: $50,000 to $200,000 or more
de endent on landscaping and extent
Table 3: Level Three Traffic Management Measures
Due to the relatively high number of requests for Speed humps, they are considered a special Level
3 measure. To request a speed hump, a resident will fill out the prepared Speed Hump Request
form and submit it along with the Speed Hump Petition Form, which must have signatures from
67% of households along the street. This involves sending a survey to both resident and owner of
the property. However, only one signature from each property will count towards the survey to
ensure that only one signature per property is counted. Once submitted, staff will conduct a
preliminary review of the street segment to determine if it meets the criteria for a speed hump. The
criteria include:
'•. _
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Street
Land Use
Minimum Length
Maximum
Minium
Maximum
Minimum
Maximu
Other
Type
Uninterrupted by
Average
Average
Speed Limit
Critical
m Grade
Criteria
Stop Signs or Traffic
Daily Traffic
Daily
Speed
Signals
Volume
Traffic
Volume
Local
Residential
1,200 ft
2,500
500
25 MPH
8
8%
Not a
vehicles/day
vehicles/day
MPH/25
priority route
+ MPH
and/or a bus
route
Table 4: Speed Hump Eligibility Requirements for Streets
Once initial eligibility is established, staff will conduct an analysis of the street segment, which
may consist of several studies to establish traffic volume and speed, area conditions, accident
history, potential diversion of traffic to adjacent streets, and other factors that are deemed
necessary. This includes making all efforts to install the speed hump at, or as near as possible to,
the original requestor's address. Once necessary data is collected, a staff member will prepare the
design, engineering, and installation fees, after which, the Director of Public Works will provide
the final ministerial approval of the location and have it submitted for consideration and approval
by the Traffic Commission and the City Council. If the proposed location does not meet the stated
eligibility criteria, the requestor will be informed about the decision and provided an explanation.
� •,.:, ..
r t cy,a c�: 1El(ttm�:EitEt�t
Street Segment Length
Maximum Number of Speed Humps
Estimated Total Cost
(including soft cost
660 ft (an eight of a mile)
2
$50,000
1,320 ft (a quarter of a mile)
3
$75,000
Table S: Speed Hump Cost Matrix
By mitigating these concerns, the program will benefit the City by creating a sense of community;
encouraging interactions among neighbors; promote a general feeling of security and safety; and
ensure that residents are afforded the opportunity to enjoy their homes and property.
City Council Meeting
March H , 2025
Page 5 of 5
STAFF RECOMMENDATION
It is recommended that the City Council adopt Resolution 2025-11 to establish the Proposed
Neighborhood Traffic Management Program. This resolution will authorize staff to implement the
program effectively once it is adopted.
FISCAL IMPACT
There is no immediate fiscal impact associated with the adoption of the Neighborhood Traffic
Management Program. However, future expenses associated with the installation, engineering, and
maintenance of each traffic calming measure will vary. A funding source will be identified as each
traffic calming measure application is considered.
ENVIRONMENTAL REVIEW
None
STRATEGIC PLAN IMPACT
None.
PUBLIC NOTICE PROCESS
This item has been noticed through the regular agenda notification process.
Prepared by:
44-
nielle arcia
Public Works Fiscal & Project Manager
by:
of Public Works
Attachment A: Draft Neighborhood Traffic Management Program
Attachment B: Resolution No. 2025-11