CC – Item 4H – Traffic Request for Midblock Crosswalk Along Wells Street, Adjacent to Emma Shuey Elementary SchoolROSEMEAD CITY COUNCIL
STAFF REPORT
TO: THE HONORABLE MAYOR AND CITY COUNCIL
FROM: BEN KIM, CITY MANAGER 0
DATE: OCTOBER 8, 2024
SUBJECT: TRAFFIC REQUEST FOR MIDBLOCK CROSSWALK ALONG WELLS
STREET, ADJACENT TO EMMA SHUEY ELEMENTARY SCHOOL
SUMMARY
At the May 2, 2024, Traffic Commission Meeting, staff presented recommendations and options
for traffic improvements on Wells Street, adjacent to Emma Shuey Elementary School. After
discussion and presentation of the item, the Traffic Commission approved the staff
recommendations for the area as shown on the "Installation Exhibit' in Attachment C. Public
Works Field Services staff will complete all the recommended items. If necessary, additional
materials and supplies may be purchased at a minimal expense to complete the recommended work
and staff would utilize approved Fiscal Year 2024-2025 Traffic Signs and Markers available funds.
On behalf of the City of Rosemead, engineering staff has completed an all -way stop and line -of -
sight review, as well as recommended appropriate improvements at the location of Wells Street,
between Delta Avenue and Walnut Grove Avenue, parallel to Emma Shuey Elementary School.
The City of Rosemead has received a resident request to evaluate the street segment of Wells Street
parallel to Emma Shuey Elementary School and determine if the segment qualifies for the
installation of a midblock crosswalk. The resident expressed concern for pedestrians jaywalking
across Wells Street approaching Emma Shuey Elementary School and stated that pedestrians
jaywalk in the area despite the presence of crossing guards along Wells Street. In response to this
request and on behalf of the City, engineering staff completed a traffic review to determine if a
midblock crosswalk was warranted to be installed along Wells Street adjacent to Emma Shuey
Elementary School, and recommended appropriate measures.
AGENDA ITEM 4.11
City Council Meeting
October 8, 2024
Page 2 of 7
The traffic review included an analysis of the existing roadway conditions, a field review, a
collection of vehicular traffic data, a collection of pedestrian movement counts in the area, and a
review of approximately 3 -years of available collision data.
Existing Conditions:
Wells Street runs east/west and is considered a local road. Wells Street has a speed limit of 25
MPH, has a posted school speed limit of 25 MPH, and is approximately 40 -feet wide. Wells Street
has one lane in each direction and is marked with a single dashed yellow centerline. Parking is
available on the north and south side of Wells Street, except where the curb is marked red or white,
which is a loading and unloading zone. Parking is also restricted due to street sweeping on the
north side of Wells Street, and on the south side of the street parking is restricted on school days,
from 7AM-9AM, and 12PM-3PM. This segment of Wells Street is adjacent to single-family
residential homes located on the north side of the street, and is adjacent to Emma Shuey
Elementary School, located on the south side of Wells Street. It is important to note that there are
two crossing guards posted along the segment of Wells Street between Delta Avenue and Walnut
Grove Avenue. The first crossing guard is posted at Earle Avenue and Wells Street, and the second
crossing guard is posted at Walnut Grove Avenue and Wells Street.
Earle Avenue runs north and south and is considered a local road. Earle Avenue has a prima facie
speed limit of 25 MPH and is approximately 35 -feet wide. Earle Avenue has one lane in each
direction and has no marked centerline. Parking is available on the east and west side of Earle
Avenue, except where the curb is marked red and during street sweeping times. This segment of
Earle Avenue north of the intersection with Wells Street is adjacent to single-family residential
homes located on both sides of the street and is located north of Emma Shuey Elementary School.
There is also a crossing guard posted at the intersection of Earle Avenue and Wells Street during
school drop off and pickup times.
Emma W. Shuey Elementary School is located on the south side of the Wells Avenue, east of the
intersection with Delta Avenue. The student population is approximately 491 students, serving
students from kindergarten through 6th grade. Student age groups range from 5 to 11 years old.
The regular bell schedules for students at Emma Shuey Elementary School are as follows: Monday
through Friday — Start time: 8:00am; for all students, and End Time: 1:45pm for kindergarten, 1:55
for grades 1 st — 3rd, and 2:20 for 4th — 6th grades.
City Council Meeting
October 8, 2024
Page 3 of 7
STAFF RECOMMENDATION
The Traffic Commission voted 5-0 to approve the staff recommendations. It is recommended that
the City Council authorize the following staff recommendations:
1. REMOVE AND REPLACE STOP SIGNS (R1-1) WITH NEW FLASHING STOP
SIGNS (R-1): Remove and Replace existing stop signs with new Flashing Stop Signs (RI -
1) for all three legs at the intersection of Wells Street and Earle Avenue.
a. Remove and replace stop signs at the northwest, northeast, and southwest corners
of the intersection of Wells Street and Earle Avenue, for eastbound, westbound,
and southbound traffic.
b. Flashing Stop Signs are recommended for installation due to the number of
pedestrians crossing at the intersection of Wells Street and Earle Avenue, and to
increase visibility for pedestrians and vehicles at the intersection.
2. INSTALL "ALL -WAY" PLAQUE (R1 -3P) AND RED REFLECTIVE STRIP ON
STOP SIGNPOSTS: Install "All -Way" Plaque (Rl-3P) and Red Reflective Strip beneath
all three stop signs at the intersection of Wells Street and Earle Avenue.
a. Installation of these signs and traffic devices will help bring awareness to drivers
approaching the intersection.
3. REMOVE PEDESTRIAN CROSSING SIGNS SIGNAGE: Pedestrian Crossing Signs
at the north leg and east leg of the intersection of Wells Street and Earle Avenue
a. CAMUTCD Section 713.12 School Crossing Assembly Standard:
i. If used, the School Crossing Assembly B(CA) (see Figure 713-1 or 713-
I (CA)) shall be installed at the school crossing (see Figures 713-4 and 713-
5), or as close to it as possible, and shall consist of a School (S1-1) sign
supplemented with a diagonal downward pointing arrow (W 16-7P) plaque
to show the location of the crossing.
ii. The School Crossing Assembly B(CA) or E(CA) shall not be used at
crossings other than those adjacent to schools and those on established
school pedestrian routes.
iii. The School Crossing Assembly B(CA) or E(CA) shall not be installed on
approaches controlled by a STOP (Rl-1) sign, or YIELD (Rl-2) sign or a
traffic signal. Standard: The School Crosswalk Warning Assembly B(CA)
or E(CA) shall be posted at all yellow school crosswalks that are not
controlled by a STOP (RI -1) sign, a YIELD (RI -2) sign ora traffic signal.
City Council Meeting
October 8, 2024
Page 4 of 7
4. REMOVE AND REPLACE STOP AHEAD SIGNAGE (W3-1) ALONG WELLS
STREET: Remove and Replace Stop Ahead (W3-1) Signage for eastbound and westbound
vehicle approaching the intersection at Wells Street and Earle Avenue.
a. The Stop Ahead signage for both directions of travel along Wells Street is faded,
and should be replaced.
5. REFRESH "STOP AHEAD" PAVEMENT LEGENDS: Refresh "Stop Ahead"
Pavement Legends along Wells Street for eastbound and westbound vehicles approaching
the intersection of Wells Street and Earle Avenue.
6. REMOVE "25 MPH WHEN CHILDREN ARE PRESENT" SIGN (SR4-1) AND
REPLACE WITH PEDESTRIAN CROSSING AHEAD (SW24-3 (CA)) SIGNAGE:
Remove "25 MPH When Children Are Present' Sign (SR4-1) and Replace with Pedestrian
Crossing Ahead (SW24-3 (CA)) Signage along Wells Street for eastbound traffic, located
approximately 45 -feet west of the intersection with Wells Street and Delta Avenue.
7. REMOVE PEDESTRIAN CROSSING AHEAD (SW24-3 (CA)) SIGNAGE AND
REPLACE WITH 25 MPH SPEED LIMIT SIGN (24"X30") (R2-1): Remove
Pedestrian Crossing Ahead (Sw24-3 (CA)) Signage and Replace with 25 MPH Speed Limit
Sign (24"X30") (R2-1) along Wells Street for eastbound traffic approaching the
intersection of Wells Street and Earle Avenue, located at the southeast corner of the
intersection with Wells Street and Delta Avenue.
8. INSTALL "25" PAVEMENT LEGEND ADJACENT TO THE NEW 25 MPH
SPEED LIMIT SIGNS: Install "25" Pavement Legend Adjacent to the new 25 MPH
Speed Limit Signs along Wells Street, to help remind drivers of the speed limit in the area.
9. REMOVE AND REPLACE PEDESTRIAN CROSSING AHEAD (SW24-3) SIGNS:
Remove and Replace Pedestrian Crossing Ahead (SW24-3 (CA)) Signage along Wells
Street for westbound traffic, approximately 150 -feet east of the intersection of Wells Street
and Earle Avenue.
10. REMOVE AND REPLACE SCHOOL SPEED LIMIT SIGNS: Remove "25 MPH
When Children Are Present' Sign (SR4-1) and Replace With 25 MPH Speed Limit Sign
(24"X30") (R2-1) for westbound traffic, approximately 385 -feet east of the intersection of
Wells Street and Earle Avenue.
City Council Meeting
October 8, 2024
Page 5 of 7
a. Wells Street has a regular posted speed of 25 MPH, so the school 25 MPH Speed
Limit When Children Are Present signs do not apply.
11. INSTALL "USE CROSSWALK" WITH ARROW (R9-3bP) SIGN: Install "Use
Crosswalk" With Arrow (R9-3bP) Sign beneath existing signage along Wells Street along
the frontage of Shuey Elementary School for eastbound and westbound traffic along Wells
Street.
a. The arrow on the sign should face towards the crosswalk at intersection of Earle
Avenue and Wells Street.
b. Installation of this signage will help bring awareness to drivers approaching the
school for student drop-off and pickup and encourage pedestrians to use the
crosswalk at the intersection of Wells Street and Earle Avenue.
12. REMOVE AND REPLACE FADED "NO STOPPING ANYTIME" SIGN
(R26(S)(CA)): Remove and Replace faded "No Stopping Anytime" sign (R26(S) (CA))
along the south side of Wells Street, at the frontage of Shuey Elementary School.
13. INSTALL "NO U-TURN" SIGNAGE (R34) ALONG WELLS STREET: Install "No
U -Turn" Signage (R34) along Wells Street between Earle Avenue and the east end of the
school zone for Shuey Elementary School. Install "No U -Turn" signage on existing
signposts along Wells Street, as shown in the recommendations.
a. Installation of the "No U -Turn" signage will alert drivers that making U-turns in
this area is not permitted, per the California Vehicle Code (CVC).
i. CVC Section 22103: No person in a residence district shall make a U-turn
when any other vehicle is approaching from either direction within 200 feet,
except at an intersection when the approaching vehicle is controlled by an
official traffic control device.
ii. CVC Section 22105: No person shall make a U-turn upon any highway
where the driver of such vehicle does not have an unobstructed view for 200
feet in both directions along the highway and of any traffic thereon.
14. INSTALL YELLOW CHANNELIZERS ALONG WELLS STREET: Install
Yellow Channelizers (3' High, Impact Resistant) with yellow bands on flexible anchor
mounted posts in intervals of approximately 25 -feet apart on the yellow center line
along Wells Street, starting at the east leg of the intersection of Earle Avenue and
Wells Street and ending at the east edge of the Southern California Edison (SCE)
Property. The channelizers should be installed with gaps for driveway openings and
vehicle turning access, as shown.
a. CAMUTCD Section 3H.01.
City Council Meeting
October 8, 2024
Page 6 of 7
i. 06 — Channelizers are flexible retroreflective devices for installation within
the roadway to discourage road users from crossing a line or area of the
roadway. Unlike delineators, which indicate the roadway alignment,
channelizers are intended to provide additional guidance and/or restriction
to traffic by supplementing pavement markings and delineation.
ii. 07 — Channelizers may be used for additional emphasis to discourage
median crossings at traffic islands and at lane separations.
iii. 10 — The post shall be flexible with a 2 `/4 inch minimum width, except that
the portion containing the retroreflective unit shall be a minimum width of
3 inch. The post shall be a minimum height of 36 inch above the pavement.
iv. 20 — In locations where a relatively high number of violations occur, the
post spacing should be 25 feet.
15. ADDITIONAL POLICE ENFORCEMENT ALONG WELLS STREET: Additional
Police Enforcement along Wells Steet between Earle Avenue and Walnut Grove Avenue
is recommended, specifically during school drop-off and pickup from Shuey Elementary
School.
FINANCIAL IMPACT
The City of Rosemead Public Works Field Services Division will complete the recommended
items utilizing approved Fiscal Year 2024-2025 Traffic Signs and Markers available funds. All
recommended items will be performed by in-house staff. If necessary, additional materials and
supplies may be purchased at a minimal expense to complete the tasks.
ENVIRONMENTAL REVIEW
The proposed work involves the maintenance and minor alteration of existing public infrastructure;
therefore, the project is Class 1 Categorically Exempt pursuant to the California Environmental
Quality Act (CEQA).
STRATEGIC PLAN IMPACT
The project is consistent with the City of Rosemead's Strategic Plan Goal C - Infrastructure and
Facilities, which is to enhance streets, sidewalks, and public infrastructure; coordinate with
relevant utility agencies regarding safety and enhancements; and modernize facilities by expanding
the use of wireless network technology and renewable energy.
City Council Meeting
October 8, 2024
Page 7 of 7
PUBLIC NOTICE PROCESS
This item has been noticed through the regular agenda notification process.
Prepared by:
'elle Garcia
ublic Works Fiscal and Project Manager
Submitted by:
Albert Leung
Acting Director of Public Works
Attachment A: May 2, 2024 Traffic Commission Staff Report
Attachment B: May 2, 2024 Traffic Commission Minutes
Attachment C: Installation Exhibit
Attachment A
Traffic Commission Staff Report
Dated May 2, 2024
ROSEMEAD TRAFFIC COMMISSION
TO: TRAFFIC COMMISSION
FROM: DIRECTOR OF PUBLIC WORKS
DATE: MAY 2, 2024
STAFF REPORT
SUBJECT: MIDBLOCK CROSSWALK REQUEST ALONG WELLS STREET,
ADJACENT TO EMMA SHUEY ELEMENTARY SCHOOL
SUMMARY
On behalf of the City of Rosemead, engineering staff has completed an all -way stop and line -of -
sight review, as well as recommended appropriate improvements at the location of Wells Street,
between Delta Avenue and Walnut Grove Avenue, parallel to Emma Shuey Elementary School.
The City of Rosemead has received a resident request to evaluate the street segment of Wells Street
parallel to Emma Shuey Elementary School and determine if the segment qualifies for the
installation of a midblock crosswalk. The resident expressed concern for pedestrians jaywalking
across Wells Street approaching Emma Shuey Elementary School, and stated that pedestrians
jaywalk in the area despite the presence of crossing guards along Wells Street. In response to this
request and on behalf of the City, engineering staff completed a traffic review to determine if a
midblock crosswalk was warranted to be installed along Wells Street adjacent to Emma Shuey
Elementary School, and recommended appropriate measures.
ANALYSIS
The traffic review included an analysis of the existing roadway conditions, a field review, a
collection of vehicular traffic data, a collection of pedestrian movement counts in the area, and a
review of approximately 3 -years of available collision data.
Existing Conditions:
Wells Street runs cast/west and is considered a local road. Wells Street has a speed limit of 25
MPH, has a posted school speed limit of 25 MPH, and is approximately 40 -feet wide. Wells Street
has one lane in each direction and is marked with a single dashed yellow centerline. Parking is
Rosemead Traffic Commission Meeting
May 2, 2024
Page 2 of 6
available on the north and south side of Wells Street, except where the curb is marked red or white,
which is a loading and unloading zone. Parking is also restricted due to street sweeping on the
north side of Wells Street, and on the south side of the street parking is restricted on school days,
from 7AM-9AM, and 12PM-3PM. This segment of Wells Street is adjacent to single-family
residential homes located on the north side of the street, and is adjacent to Emma Shuey
Elementary School, located on the south side of Wells Street. It is important to note that there are
two crossing guards posted along the segment of Wells Street between Delta Avenue and Walnut
Grove Avenue. The first crossing guard is posted at Earle Avenue and Wells Street, and the second
crossing guard is posted at Walnut Grove Avenue and Wells Street.
Earle Avenue runs north and south and is considered a local road. Earle Avenue has a prima facie
speed limit of 25 MPH and is approximately 35 -feet wide. Earle Avenue has one lane in each
direction and has no marked centerline. Parking is available on the east and west side of Earle
Avenue, except where the curb is marked red and during street sweeping times. This segment of
Earle Avenue north of the intersection with Wells Street is adjacent to single-family residential
homes located on both sides of the street and is located north of Emma Shuey Elementary School.
There is also a crossing guard posted at the intersection of Earle Avenue and Wells Street during
school drop off and pickup times.
Emma W. Shuey Elementary School is located on the south side of the Wells Avenue, east of the
intersection with Delta Avenue. The student population is approximately 491 students, serving
students from kindergarten through 6th grade. Student age groups range from 5 to 11 years old.
The regular bell schedules for students at Emma Shuey Elementary School are as follows: Monday
through Friday — Start time: 8:OOam; for all students, and End Time: 1:45pm for kindergarten, 1:55
for grades 1 st — 3rd, and 2:20 for 4th — 6th grades.
STAFF RECOMMENDATION
After a thorough review of existing field and traffic conditions and per the guidelines in the
California Manual on Uniform Traffic Control Devices (CAMUTCD), California Vehicle Code
(CVC), and based on engineering judgement, it was determined that the segment of Wells Street
between Delta Avenue and Walnut Grove Avenue does not meet the requirements for the
installation of a midblock crosswalk at this time. However, it was determined that this area along
Wells Street would benefit from the installation of other traffic calming measures.
Please refer to the Installation Exhibit in Attachment A for a conceptual exhibit representation
of the proposed recommendations.
These improvements include:
Rosemead Traffic Commission Meeting
May 2, 2024
Page 3 of 6
1. REMOVE AND REPLACE STOP SIGNS (RI -1) WITH NEW FLASHING STOP
SIGNS (R-1): Remove and Replace existing stop signs with new Flashing Stop Signs (R1-
1) for all three legs at the intersection of Wells Street and Earle Avenue.
a. Remove and replace stop signs at the northwest, northeast, and southwest comers of
the intersection of Wells Street and Earle Avenue, for eastbound, westbound, and
southbound traffic.
b. Flashing Stop Signs are recommended for installation due to the number of pedestrians
crossing at the intersection of Wells Street and Earle Avenue, and to increase visibility
for pedestrians and vehicles at the intersection.
2. INSTALL "ALL -WAY" PLAQUE (R1 -3P) AND RED REFLECTIVE STRIP ON
STOP SIGNPOSTS: Install "All -Way" Plaque (RI -3P) and Red Reflective Strip beneath
all three stop signs at the intersection of Wells Street and Earle Avenue.
a. Installation of these signs and traffic devices will help bring awareness to drivers
approaching the intersection.
3. REMOVE PEDESTRIAN CROSSING SIGNS SIGNAGE: Pedestrian Crossing Signs
at the north leg and east leg of the intersection of Wells Street and Earle Avenue.
a. CAMUTCD Section 7B.12 School Crossing Assembly Standard:
i. If used, the School Crossing Assembly B(CA) (see Figure 713-1 or 7B -I (CA)) shall
be installed at the school crossing (see Figures 713-4 and 713-5), or as close to it as
possible, and shall consist of a School (S1-1) sign supplemented with a diagonal
downward pointing arrow (W16 -7P) plaque to show the location of the crossing.
ii. The School Crossing Assembly B(CA) or E(CA) shall not be used at crossings other
than those adjacent to schools and those on established school pedestrian routes.
iii. The School Crossing Assembly B(CA) or E(CA) shall not be installed on
approaches controlled by a STOP (RI -1) sign, or YIELD (RI -2) sign or a traffic
signal. Standard: The School Crosswalk Warning Assembly B(CA) or E(CA) shall
be posted at all yellow school crosswalks that are not controlled by a STOP (RI -1)
sign, a YIELD (RI -2) sign or a traffic signal.
4. REMOVE AND REPLACE STOP AHEAD SIGNAGE (W3-1) ALONG WELLS
STREET: Remove and Replace Stop Ahead (W3-1) Signage for eastbound and westbound
vehicle approaching the intersection at Wells Street and Earle Avenue.
a. The Stop Ahead signage for both directions of travel along Wells Street is faded, and
should be replaced.
Rosemead Traffic Commission Meeting
May 2, 2024
Page 4 of 6
5. REFRESH "STOP AHEAD" PAVEMENT LEGENDS: Refresh "Stop Ahead"
Pavement Legends along Wells Street for eastbound and westbound vehicles approaching
the intersection of Wells Street and Earle Avenue.
6. REMOVE "25 MPH WHEN CHILDREN ARE PRESENT" SIGN (SR4-1) AND
REPLACE WITH PEDESTRIAN CROSSING AHEAD (SW24-3 (CA)) SIGNAGE:
Remove "25 MPH When Children Are Present' Sign (SR4-1) and Replace with Pedestrian
Crossing Ahead (SW24-3 (CA)) Signage along Wells Street for eastbound traffic, located
approximately 45 -feet west of the intersection with Wells Street and Delta Avenue.
7. REMOVE PEDESTRIAN CROSSING AHEAD (SW24-3 (CA)) SIGNAGE AND
REPLACE WITH 25 MPH SPEED LIMIT SIGN (24"X30") (R2-1): Remove
Pedestrian Crossing Ahead (Sw24-3 (CA)) Signage and Replace with 25 MPH Speed Limit
Sign (24"X30") (R2-1) along Wells Street for eastbound traffic approaching the
intersection of Wells Street and Earle Avenue, located at the southeast corner of the
intersection with Wells Street and Delta Avenue.
8. INSTALL "25" PAVEMENT LEGEND ADJACENT TO THE NEW 25 MPH
SPEED LIMIT SIGNS: Install "25" Pavement Legend Adjacent to the new 25 MPH
Speed Limit Signs along Wells Street, to help remind drivers of the speed limit in the area.
9. REMOVE AND REPLACE PEDESTRIAN CROSSING AHEAD (SW24-3) SIGNS:
Remove and Replace Pedestrian Crossing Ahead (SW24-3 (CA)) Signage along Wells
Street for westbound traffic, approximately 150 -feet east of the intersection of Wells Street
and Earle Avenue.
10. REMOVE AND REPLACE SCHOOL SPEED LIMIT SIGNS: Remove "25 MPH
When Children Are Present' Sign (SR4-1) and Replace With 25 MPH Speed Limit Sign
(24"X30") (R2-1) for westbound traffic, approximately 385 -feet east of the intersection of
Wells Street and Earle Avenue.
a. Wells Street has a regular posted speed of 25 MPH, so the school 25 MPH Speed Limit
When Children Are Present signs do not apply.
11. INSTALL "USE CROSSWALK" WITH ARROW (R9-3bP) SIGN: Install "Use
Crosswalk" With Arrow (R9-3bP) Sign beneath existing signage along Wells Street along
the frontage of Shuey Elementary School for eastbound and westbound traffic along Wells
Street.
a. The arrow on the sign should face towards the crosswalk at intersection of Earle
Avenue and Wells Street.
Rosemead Traffic Commission Meeting
May 2, 2024
Page 5 of 6
b. Installation of this signage will help bring awareness to drivers approaching the school
for student drop-off and pickup and encourage pedestrians to use the crosswalk at the
intersection of Wells Street and Earle Avenue.
12. REMOVE AND REPLACE FADED "NO STOPPING ANYTIME" SIGN (R26(S)
(CA)): Remove and Replace faded "No Stopping Anytime" sign (R26(S) (CA)) along the
south side of Wells Street, at the frontage of Shuey Elementary School.
13. INSTALL "NO U-TURN" SIGNAGE (R3-4) ALONG WELLS STREET: Install "No
U -Tum" Signage (R3-4) along Wells Street between Earle Avenue and the east end of the
school zone for Shuey Elementary School. Install "No U -Tum" signage on existing
signposts along Wells Street, as shown in the recommendations.
a. Installation of the "No U -Tum" signage will alert drivers that making U-turns in this
area is not permitted, per the California Vehicle Code (CVC).
i. CVC Section 22103: No person in a residence district shall make a U-turn when
any other vehicle is approaching from either direction within 200 feet, except at an
intersection when the approaching vehicle is controlled by an official traffic control
device.
ii. CVC Section 22105: No person shall make a U-turn upon any highway where the
driver of such vehicle does not have an unobstructed view for 200 feet in both
directions along the highway and of any traffic thereon.
14. INSTALL YELLOW CHANNELIZERS ALONG WELLS STREET: Install Yellow
Channelizers (3' High, Impact Resistant) with yellow bands on flexible anchor mounted
posts in intervals of approximately 25 -feet apart on the yellow center line along Wells
Street, starting at the east leg of the intersection of Earle Avenue and Wells Street and
ending at the east end of the school campus boundary for Shuey Elementary School. The
channelizers should be installed with gaps for driveway openings and vehicle turning
access, as shown.
a. CAMUTCD Section 3H.01.
i. 06 — Channelizers are flexible retroreflective devices for installation within the
roadway to discourage road users from crossing a line or area of the roadway.
Unlike delineators, which indicate the roadway alignment, channelizers are
intended to provide additional guidance and/or restriction to traffic by
supplementing pavement markings and delineation.
ii. 07 — Channelizers may be used for additional emphasis to discourage median
crossings at traffic islands and at lane separations.
Rosemead Traffic Commission Meeting
May 2, 2024
Paee 6 of 6
iii. 10 — The post shall be flexible with a 2 '/4 inch minimum width, except that the
portion containing the retroreflective unit shall be a minimum width of 3 inch. The
post shall be a minimum height of 36 inch above the pavement.
iv. 20 — In locations where a relatively high number of violations occur, the post
spacing should be 25 feet.
15. ADDITIONAL POLICE ENFORCEMENT ALONG WELLS STREET: Additional
Police Enforcement along Wells Steet between Earle Avenue and Walnut Grove Avenue
is recommended, specifically during school drop-off and pickup from Shuey Elementary
School.
Prepared by:
Allison Richter, Contract Traffic Engineering Division
Attachments:
A. Attachment A — Technical Traffic Engineering Report
TRANSTEch
TO: Traffic Committee
FROM: Traffic Engineering, Transtech Engineers, Inc.
DATE: May 2, 2024
SUBJECT: TRAFFIC REVIEW ALONG WEST WELLS STREET FOR SHUEY ELEMENTARY SCHOOL
The City of Rosemead has received a resident request to perform a traffic review of West Wells Street for
the installation of a mid -block crosswalk, in front of Emma W. Shuey Elementary School. The resident
expressed concern about the high volume of students that cross Wells Street and would like for an
additional crosswalk to be installed midblock. In response to this request and on behalf of the city,
engineering staff has completed a traffic review of this road segment. The segment reviewed is shown
below in Figure 1. The traffic review included an analysis of the existing roadway conditions, a review of
approximately 3 -years of available collision data, an average daily traffic count (ADT), 24-hour speed
survey, school pedestrian counts during drop-off and pick-up times along Shuey Elementary School, and
a field review along Wells Street, between Walnut Grove Avenue and Delta Avenue.
CITY OF ROSEMEAD
,(7h Prepared By: Transtech Engineers, Inc. I Page 1 of 31
KO E AD
TRAFFIC REVIEW ALONG WEST WELLS STREET FOR SHUEY ELEMENTARY SCHOOL
EXISTING CONDITIONS
Figure 2: Existing Conditions along Wells Street, between Earlie Avenue and Walnut Grove Avenue
a_e _
a'N h Sn
'15 -ft 20 -ft � • � -V" 38 -ft 50 -ft A
j 9 _
LEGEND
Pedestrian Crossing END End of Scholl Do Not Enter
® Stop Sign Sign (W11-2) SCHOOL Zone Sign (R2-1) Sign (RS -1)
ZONE
®Stop Ahead Sign
(W3-1)
sreeo School Speed
uMIT Limit Sign
2 5 (SR4-1(CA))
I -W-Downward Arrow
1 Plaque (W36 -7P)
Pedestrians Ahead
I1I���►���
Sign (SW24 — 3 (CA))
AHEAD
Signalized
Intersection
7I No Stopping
SIOPPING Anytime" Sign
AMYNE (R26S (CA))
TI
"No Parking;
PARKING
Tuesday 6AM —
TUESDAY
10AM; Street
6u -1S r
Sweeping"
w
(R30B (CA))
7I No Stopping
SIOPPING Anytime" Sign
AMYNE (R26S (CA))
TI
Existing Red Curb
Wells Street: Within the City of Rosemead, Wells Street is an east/west street that is classified as a Local
Road, based upon the California Road System by Caltrans. This segment of Wells Street has a speed limit
of 25 MPH, and a posted school speed limit of 25 MPH when children are present. Wells Street is
approximately 40 -feet wide with one lane in each direction and is divided by a single yellow dashed
centerline. Each lane of travel is approximately 20 -feet in width for eastbound and westbound vehicles
along Wells Street. This segment of Wells Street, between Delta Ave and Rockhold Avenue, has white
striping along both sides of the street, that visually narrows the road and provides and 8' shoulder used
for parking along Wells Street. Parking is allowed on both sides of the street, except during street
sweeping days on Tuesdays, from 6AM —10AM, and in areas marked with red curb. At the frontage of
Emma W Shuey Elementary School, parking is not allowed between 7AM to SIAM, and between 12PM to
313M during school days. This parking restriction is to allow for passenger loading and unloading along
the south side of the street. It is important to note that white curb is painted along the school frontage,
marking the loading and unloading zone for student drop-off and pickup. The land use in this area of
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 2 of 31
"No Parking;
Passengers Loading
F1Rn16
and Unloading;
7AM to SAM &
w
12pmlq
12PM to 3PM;
mmrca
School Days" Sign
(R30 (CA) Variation)
Existing Red Curb
Wells Street: Within the City of Rosemead, Wells Street is an east/west street that is classified as a Local
Road, based upon the California Road System by Caltrans. This segment of Wells Street has a speed limit
of 25 MPH, and a posted school speed limit of 25 MPH when children are present. Wells Street is
approximately 40 -feet wide with one lane in each direction and is divided by a single yellow dashed
centerline. Each lane of travel is approximately 20 -feet in width for eastbound and westbound vehicles
along Wells Street. This segment of Wells Street, between Delta Ave and Rockhold Avenue, has white
striping along both sides of the street, that visually narrows the road and provides and 8' shoulder used
for parking along Wells Street. Parking is allowed on both sides of the street, except during street
sweeping days on Tuesdays, from 6AM —10AM, and in areas marked with red curb. At the frontage of
Emma W Shuey Elementary School, parking is not allowed between 7AM to SIAM, and between 12PM to
313M during school days. This parking restriction is to allow for passenger loading and unloading along
the south side of the street. It is important to note that white curb is painted along the school frontage,
marking the loading and unloading zone for student drop-off and pickup. The land use in this area of
CITY OF ROSEMEAD
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TRAFFIC REVIEW ALONG WEST WELLS STREET FOR SHUEY ELEMENTARY SCHOOL
Wells Street consists of single-family residential homes, an agricultural area, and parallels Emma W
Shuey Elementary School, which is located on the south side of the street.
Walnut Grove Avenue: Within the City of Rosemead, Walnut Grove Avenue is a north/south street, that
is considered a Minor Arterial Road, based upon the California Road System by Caltrans. This segment of
Walnut Grove Avenue has a speed limit of 40MPH. Walnut Grove Avenue is approximately 64 -feet wide
with two lanes of travel in each direction and has one lane for left turn pockets, for northbound and
southbound vehicles turning onto Wells Street. Parking is allowed on both sides of Walnut Grove
Avenue, except during street sweeping days and in areas marked with red curb. Street sweeping days
are on Tuesdays, from (SAM to LOAM. The land use along this area of Walnut Grove Avenue consists of
single-family residential homes and apartment complexes. At the signalized intersection of Walnut
Grove Avenue and Wells Street, there are marked crosswalks on the east, west, and south legs of the
intersection. There is also a crossing guard posted at the southwest corner of the intersection in the
morning and afternoon during school drop off and pickup for Shuey Elementary School.
Delta Avenue: Within the City of Rosemead, Delta Avenue is a north/south road that is considered a
Local Road, based upon the California Road System by Caltrans. This segment of the Delta Avenue has
prima facie speed limit of 25 MPH. Delta Avenue is approximately 40 -feet wide with one lane of travel in
each direction and has no marked centerline. Parking is allowed on both sides of street, except where
the curb is marked red. At the intersection of Delta Avenue and Wells Street, the north and south legs of
Delta Avenue are offset by approximately 185 -feet. Delta Avenue is stop controlled for northbound and
southbound traffic approaching the intersection with Wells Street.
Earle Avenue: Within the City of Rosemead, Earle Avenue is a north/south road that is considered a
Local Road, based on upon the California Road System by Caltrans. This segment of the Earle Avenue has
prima facie speed limit of 25 MPH. Earle Avenue is approximately 35 -feet wide with one lane of travel in
each direction and has no marked centerline. Parking is allowed on both sides of Earle Avenue, except
during street sweeping days and in areas marked with red curb. Street sweeping days are on Tuesdays,
from 6AM to LOAM. The land use along this area of Earle Avenue consists predominantly of single-family
residential homes. The intersection of Earle Avenue and Wells Street is all -way stop controlled with two
marked crosswalks located on the east and north legs of the intersection. It is also important to note
that there is a crossing guard posted at the northeast corner of the intersection during school drop-off
and pickup from Shuey Elementary School and assists pedestrians crossing the north leg and east leg of
the intersection.
Rockhold Avenue: Within the City of Rosemead, Rockhold Avenue is a north/south road that is
considered a Local Road, based upon the California Road System by Caltrans. This segment of the
Rockhold Avenue stretches from Wells Street to approximately 315 -ft north, where it ends in a Cul -de -
Sac. The has prima facie speed limit for local roads such as Rockhold Avenue is 25 MPH. Rockhold
Avenue is approximately 30 -feet wide with one lane of travel in each direction and has no marked
centerline. Parking is allowed on both sides of street. The intersection of Rockhold Avenue and Wells
Street is not Stop controlled in any direction.
Emma W. Shuey Elementary School: Emma W. Shuey Elementary School is located on the south side of
Wells Avenue, east of the intersection with Delta Avenue. The student population is approximately 491
students, serving students from kindergarten through 611 grade. Student age groups range from 5 to 11
years old. The regular bell schedules for students at Emma Shuey Elementary School are as follows:
_ CITY OF ROSEMEAD
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OE�„rA
TRAFFIC REVIEW ALONG WEST WELLS STREET FOR SHUEY ELEMENTARY SCHOOL
Monday through Friday —Start time: 8:OOam; for all students, and End Time: 1:45pm for kindergarten,
1:55 for grades 1`t — 3rd, and 2:20 for 4"— 6" grades.
PICTURE SUMMARY
�I
Westbound view at the intersection of Wells Street and
Earle Avenue, along the north side of the street.
00AD
Eastbound view of Wells Street, standing on the north
side of the street, adjacent to the front of the school.
Westbound view of Wells Street, standing on the north
side of the street, adjacent to the school ��_parking lot.
`\ AHEAD
y 50. X6
04, 2111111�
A
Westbound view along Wells Street, east of the
intersection of Wells Street and Earle Avenue.
(-
Stop Sign conditions, located along the south side of
Wells Street, for Eastbound direction.
CITY OF ROSEMEAD
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TRAFFIC REVIEW ALONG WEST WELLS STREET FOR SHUEY ELEMENTARY SCHOOL
OA',
AHEAD
Eastbound view along Wells Street approaching Shuey
Elementary School, on south side of street.
CITY OF ROSEMEAD
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TRAFFIC REVIEW ALONG WEST WELLS STREET FOR SHUEY ELEMENTARY SCHOOL
Collision data was obtained from the computerized collision records system maintained by the State of
California called the Statewide Integrated Traffic Records Systems (SWITRS). A review of available
collisions that were reported to SWITRS along the segment of Wells Ave, between Walnut Grove Avenue
and Delta Avenue, was conducted over a 3 -year period between January 2021 through December 2023
(most recent available data at the time of traffic review). Based on the information available, a summary
breakdown of the number of collisions within the studied segment are listed below and shown in Table
1.
2023 — 0 collisions
2022-3 collisions
2021— 0 collisions
Total Collisions: 4
Table 1: Collision Table along Wells Street between Walnut Grove Avenue and Delta Avenue
CITY OF ROSEMEAD
By: Transtech Engineers, Inc. I Page 6 of 31
Severity
3 - Fatal
2 -Severe Injury
Motor
Lighting
Day of
3 -Other Visible
Vehicle,
Collison Factor
Primary
Primary
Secondary
(Day,
Collision
#
Date
Road
Road
Dist.
Time
the
Night,
Type
Injury
Pedestrian,
and Detail
Collision
#bill
Week
4 -Complaint of
Bicycle
Descriptions
Factor
Etc.)
Pain
Involved
5 -Prop Dam
Only (PDO)
EB DRVR
MADE
110/27/22
WELLS
WALNUT
450W
4:03
THU
DARK -ST
REAR-
5
THER MV
IMPROPER
IMPROPER
0
GROVEAVE
END
TURN AND
TURN
REAR-ENDED
EB DRVR
EB DRVR
2
9/28/22
WELLSST
WALNUT
13E
7:37
WED
DAY
AUTO/
4
PED
MAKING RGT
R -O -W PED
1
GROVE AVE
LIGHT
PED
TURN HIT WE
PED
SB LFT TURN
DRVR MADE
3
S/3/22
ELLSS
ROCKHOLD
0
13:00
TUE
DAY
NOT
5
OTHER MV
IMPROPER
IMPROPER
0
AVE
LIGHT
STATED
TURN
URN AND HI
WE DRVR
CITY OF ROSEMEAD
By: Transtech Engineers, Inc. I Page 6 of 31
TRAFFIC REVIEW ALONG WEST WELLS STREET FOR SHUEY ELEMENTARY SCHOOL
Figure 3: Collision Diagram, Wells Street between Walnut Grove Avenue and Earle Avenue.
A
t, r
1
1
�r
s. 0
r
LEGEND
TOTAL PED &BIKE -Crash Type p of Crashes
CRASHES 3
ALL COLLISIONS -Crash Type
(Non -Ped &Bike
Collisions/Crashes)
Location
ri of Gashes
Fatality (Death)
•
0
Severe Injury
(3)
0
Injury - Other Visible
•
0
Injury - Complaint of Pain
•
0
Property Damage Only
•
2
Total
WB
2
AVERAGE DAILY TRAFFIC (ADT)
Average Daily Traffic (ADT) data was obtained from counts taken on Tuesday, March 19, 2024, for Wells
Street west of Walnut Grove Avenue, and along Wells Street west of Delta Avenue. It is important to note
that all counts were taken when schools were in session. A summary of ADT data is shown below in Table
2: Average Daily Traffic (ADT). The ADT summary is attached at the end of the report.
Table 2: Average Daily Traffic (ADT): 03/23/23
Location
Fatality (Death)
0
Severe Injury
•� 0
Injury -Other Visible
0
Injury -Complaint of Pain
1
Property Damage Only
0
Total
1
Average Daily Traffic (ADT) data was obtained from counts taken on Tuesday, March 19, 2024, for Wells
Street west of Walnut Grove Avenue, and along Wells Street west of Delta Avenue. It is important to note
that all counts were taken when schools were in session. A summary of ADT data is shown below in Table
2: Average Daily Traffic (ADT). The ADT summary is attached at the end of the report.
Table 2: Average Daily Traffic (ADT): 03/23/23
Location
Vehicles per Day
Vehicles per Day
Vehicles per Day (vpd)
(vpd)
(vpd)
Wells Street W/O Walnut
EB
WB
TOTAL
Grove Avenue
1,418
1,174
2,592
Wells Street W/O Delta
EB
WB
TOTAL
Avenue
1,202
987
2,189
SPEED SURVEY
To assess the speed at which vehicles were traveling along Wells Avenue between Walnut Grove Avenue
and Delta Avenue, a speed sample was taken over a 24-hour period on Tuesday, March 19, 2024. Based
on the Speed Survey, the 851h percentile speed of vehicles along Wells Avenue, west of Walnut Grove
Avenue, was determined to be 33 MPH. This translates to mean that 85 percent of the vehicles sampled
were traveling at 33 MPH or below, which is 8 MPH above the posted speed limit of 25 MPH.
CITY OF ROSEMEAD
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TRAFFIC REVIEW ALONG WEST WELLS STREET FOR SHUEY ELEMENTARY SCHOOL
Additionally, the 851' percentile speed of vehicles along Wells Street, west of Delta Avenue, was
determined to be 32 MPH. This translates to mean that 85 percent of the vehicles sampled were traveling
at 32 MPH or below, which is 7 MPH above the posted speed limit of 25 MPH. Table 3 below shows the
speed survey results. The speed summary for both locations is attached at the end of the report.
Table 3: Speed Survey along Wells Street West of Earle Avenue (03/19/24)
Dir. of Date/Time of
Location
85%ile Speed
j Speed Limit
Travel Survey
�
Wells Street W/O Walnut Grove
3/19/2024
Avenue
EB/WB
24-hour
33 MPH
25 MPH
3/19/2024
Wells Street W/0 Earle Avenue
EB/WB
32 MPH
25 MPH
24-hour
A review of pedestrians crossing Wells Street adjacent to Shuey Elementary School was conducted on
Thursday, April 18', 2024, and Friday, April 19', 2024. Duringthis review, data was collected to determine
the number of pedestrians crossing Wells Street during school drop-off and pick-up times. To determine
how many pedestrians are crossing Wells Street at the intersection with Earle Avenue, as well as crossing
along Wells Street midblock along the frontage of Emma W. Shuey Elementary School, pedestrian counts
were taken on Thursday, April 18, 2024, and on Friday, April 19, 2024. Counts were taken during school
drop off and school dismissal time between 7:30-8:30AM, and 1:30-2:45PM. Staff conducted counts at
two locations:
(1) at the intersection of Wells Street and Earle Avenue
(2) midblock along the frontage of the school entrance, adjacent to the school parking lot
Figure 4: Wells Street at Earle Avenue, and Wells Street parallel to Shuey Elementary School Review
OS�EVAt
CITY OF ROSEMEAD
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TRAFFIC REVIEW ALONG WEST WELLS STREET FOR SHUEY ELEMENTARY SCHOOL
The pedestrian counts shown in Table 4 and Table 5 tally the number of adult and school age pedestrians
in each leg of the intersection in the morning between 7:30-8:30AM during school drop off, and in the
afternoon between 1:30-2:45PM during school pickup. The counts were divided into 15 -minute
increments in the tables below (Table 4 and Table 5).
It is important to note that at the intersection of Wells Street and Earle Avenue, there is a crossing guard
posted who assists pedestrians crossing the east leg and north leg of the intersection, during the morning
and afternoon drop-off and pickup times for Shuey Elementary School.
Table 4: Summary of Pedestrians Crossing at Intersection of Wells Street and Earle Avenue (location 1), During
Drop-off and Pick-up Times. Thursday, 4/18/2024
TIME
LOCATION OF PEDESTRIAN CROSSING — NORTH LEG AND EAST LEG MARKED CROSSWALK,
WEST LEG NO MARKED CROSSWALK
(Crossing Guard Posted at the North Leg and East Leg of the Intersection.
NORTH LEG EAST LEG
WEST LEG
ADULTS+SCHOOL AGE PED ADULTS + SCHOOL AGE ADULTS + SCHOOL AGE
7:45-8:OOAM
35 68
0
8:00-8:15AM
21 41
0
1:45-2:OOPM
14 38
0
2:00-2:15PM
1 9 17
0
2:15-2:30PM
19 46
0
2:30-2:45PM
7 10
0
TOTALPEDS
98 220
0
Table 5: Summary of Pedestrians Crossing at Wells Street Midblock, During Drop-off and Pick -Up Hours.
Thursday, 4/18/2024 (PM Counts), & Friday, 4/19/2024 (AM Counts)
TIME
LOCATION OF PEDESTRIAN CROSSING— MIDBLOCK ALONG WELLS STREET
(Adjacent to the frontage of Shuey Elementary School)
Location 2
ADULTS
SCHOOL AGE
7:30-7:45AM
12
13
7:45-8:OOAM
10
12
8:00-8:15AM
1
1
1:30-1:45PM
1
0
1:45-2:OOPM
5
5
2:00-2:15PM
0
0
2:15-2:30PM
4
5
TOTALPEDS
33
36
It is important to note that pedestrians were observed crossing midblock along Wells Street east of Shuey
Elementary, near Rockhold Avenue and near the open green space east of Shuey Elementary School.
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I
TRAFFIC REVIEW ALONG WEST WELLS STREET FOR SHUEY ELEMENTARY SCHOOL
FIELD OBSERVATIONS AT EMMA W SHUEY ELEMENTARY SCHOOL
A field observation and review were conducted on Thursday, April 18, 2024, and Friday, April 18, 2024,
along the surroundings of Emma Shuey Elementary School, to observe vehicular and pedestrian
movements during student drop-off and pick-up hours. Observations were conducted during student drop
off times along the frontage of Emma W Shuey Elementary School, from 7:30-8:30AM. It was observed
that there was a high volume of vehicles parked along both sides of Wells Street, as well as on Earle
Avenue. During the drop off time for students, a high volume of vehicles was observed approaching Shuey
Elementary School and created a traffic jam along Wells Street approaching the intersection with Earle
Avenue. The cause of the backup of vehicles during this time was a combination of pedestrians crossing
Wells Street, as well as vehicles performing U-turns in the middle of the street in front of the school.
Many pedestrians crossing Wells Street crossed at the intersection with Earle Avenue, where a crossing
guard is posted to assist pedestrians reach the north and south sides of the street. However, several
pedestrians were also observed crossing midblock along Wells Street. These pedestrians would typically
wait for a pause in traffic, or wait for cars to stop for them, and cross the street near the frontage of the
school. This behavior was observed occurring both during student drop-off and pick-up in the morning
and afternoon. During student drop-off in the morning, most parents would cross midblock with their
students to reach the south side of Wells Street, however some parents would only cross halfway with
their students, encouraging the students to finish crossing the street on their own. During this time, it was
also observed that several parents would exit their vehicles in the middle of the westbound travel lane
while waiting in traffic, and make students exit the vehicle in the middle of the street. Some parents would
then abandon their vehicles to help the students cross the street, while other parents would let the
students cross the street on their own.
Other parents walking the children to school, approaching Shuey Elementary School from Walnut Grove
Avenue, would also opt to cross Wells Street midblock, east of the school. This was to avoid the walk to
the marked crosswalk, that is located approximately 175 -ft west of the school entrance at the intersection
of Wells Street and Earle Avenue. Many parents and students utilized the crosswalks located at this
intersection, however there were several parents and students who would cross Wells Street midblock
closest to where they parked their cars.
Westbound view in front of Shuey Elementary School.
Parent stepping out of their vehicle midblock, to drop off
students east of Shuey Elementary School, and causing a
back-up of traffic.
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc.
TRAFFIC REVIEW ALONG WEST WELLS STREET FOR SHUEY ELEMENTARY SCHOOL
Westbound view along Wells Street, in front of Shuey
Elementary School. Vehicles observed stopping in front
of red curb, encroaching into path of travel. Closer to
the school parking lot entrance, parents and students
observed crossing Wells Street midblock.
Westbound view along Wells Street, in front of Shuey
Elementary School. Vehicle observed attempting to do a
U -tum midblock, approximately 50 -ft east of the
school's entrance.
It was also observed that several vehicles would opt to make a U-turn along Wells Street, to avoid waiting
in traffic to reach the stop -controlled intersection of Wells Street and Earle Avenue. This would typically
occur near the school parking lot entrance and school parking lot exit, where the entrance and exit
driveways are. Despite both parking lot driveways being coned off, vehicles would still make U-turns at
these driveways, to avoid the intersection of Wells Street and Earle Avenue. Vehicles making U-turns here
would cause an issue for traffic flow, for both eastbound and westbound vehicles. This occurred both
during student drop-off and pick-up in the morning and afternoon.
r
OSE� AD
CITY OF ROSEMEAD
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TRAFFIC REVIEW ALONG WEST WELLS STREET FOR SHUEY ELEMENTARY SCHOOL
Eastbound view during school pick-up, vehicles observed
making U-turns in front of the school along Wells Street,
east of Earle Avenue.
Eastbound view during school pick-up, vehicles observed
making U-turns in front of the school along Wells Street,
east of Earle Avenue.
During the morning field review, the crossing guard posted at the intersection of Wells Street and Earle
Avenue was asked some questions about typical morning and afternoon traffic for pedestrians and
vehicles at Shuey Elementary. The crossing guard explained that the morning drop-off is busier with
vehicular and pedestrian traffic, compared to the afternoon pick-up at the school. He explained that
during a typical morning, while many people use the crosswalk at Wells Street and Earle Avenue to get to
school, that many people also jaywalk and cross Wells Street closest to where they park their vehicles.
While he was tried blowing his whistle and calling parents to cross at the intersection, he explained that
several parents will cross midblock with their students anyways. He has also observed vehicles making U-
turns in the middle of the street very regularly, and expressed concern for pedestrians crossing in the
middle of the street when vehicles do this. The crossing guard has seen that parents will not make U-turns
in the middle of the street when there is police presence in the area giving out tickets.
During this time, the school superintendent was also asked some questions about typical drop-off and
pick-up traffic for vehicles and pedestrians. She explained that morning drop-off is busier than afternoon
pickup, with 7:45AM-7:55AM being the busiest time in the morning. This is due to all grades at Shuey
CITY OF ROSEMEAD
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TRAFFIC REVIEW ALONG WEST WELLS STREET FOR SHUEY ELEMENTARY SCHOOL
Elementary School beginning class at the same time, 8:OOAM. In the afternoon, student pickup is not as
busy, due to the staggered student release times over a 40 -minute period. The school superintendent also
explained that traffic used to not be as bad in front of Shuey Elementary School, but that vehicular traffic
and people driving through the area has gotten worse overthe last couple of years. She expressed concern
for students and parents crossing the street midblock along Wells Street during student drop-off and pick-
up. The superintendent also expressed concern for vehicles double parking along Wells Street, causing
significant back-ups in traffic during student drop-off in the mornings. Wells Street is only one lane in each
direction, and is not very wide, so when a car stops in the middle of a travel lane it causes a significant
backup of vehicles.
It is also important to note that there is also a crossing guard posted at the intersection of Wells Street
and Walnut Grove Avenue. This crossing guard is posted at the intersection during morning drop-off and
afternoon pickup times and assists pedestrians crossing the south leg and west leg of the intersection.
CITY OF ROSEMEAD
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�rAD
TRAFFIC REVIEW ALONG WEST WELLS STREET FOR SHILEY ELEMENTARY SCHOOL
Figure 5: Car Movements for Vehicles along Wells Street adjacent to Emma Shuey Elementary School
0`1�
OSE, AD
CITY OF ROSEMEAD
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CITY OF ROSEMEAD
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TRAFFIC REVIEW ALONG WEST WELLS STREET FOR SHUEY ELEMENTARY SCHOOL
Following the school drop-off observations, a review of existing conditions was conducted along Wells
Street between Delta Avenue and Walnut Grove Avenue. This review was completed to determine if any
existing signage, pavement markings, or curb markings need to be replaced in the area, as well as if any
additional traffic devices should be installed.
Eastbound view east of the intersection of Wells Street
and Earle Avenue. Stop Ahead Signage conditions
reviewed, sign is faded.
Midblock Crosswalk Guidance
The installation of all traffic control devices, including midblock crosswalks on public streets are guided
by the California Manual of Uniform Traffic Control (CAMUTCD) Section 36.18, the California Vehicle
Code (CVC), and Federal Highway Administration (FHWA). Per the CAMUTCD, an engineering study
should be performed before a marked crosswalk is installed at any location. The engineering study
should consider the following factors in determining if the installation of a new crosswalk is justified:
1SEI�PAD
CITY OF ROSEMEAD
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TRAFFIC REVIEW ALONG WEST WELLS STREET FOR SHUEY ELEMENTARY SCHOOL
• Number of lanes
• Presence of a median
• Distance from adjacent signalized intersections
• Pedestrian volumes and delays
• Average daily traffic (ADT) volume
• Posted or statutory speed limit or 85th -percentile speed
• Geometry of the location
• Possible consolidation of multiple crossing points
• Availability of street lighting, and other appropriate factors.
The installation of a midblock crosswalk typically occurs where there is shown to be significant
pedestrian desire and need. Uncontrolled crosswalks are marked crosswalks with no traffic control
device and is not recommended unless there is significant need and accompanied with other measures
to alert drivers to pedestrians crossing. Consideration of a pedestrian crosswalk depends heavily on
intensity of pedestrian activity at the location such as a high volume of pedestrians crossing, no other
crossing options within a walkable distance, and the vehicular speed along the route. The CAMUTCD
Section 36.18 states Mid -block pedestrian crossings are generally unexpected by the motorist and
should be discouraged unless, in the opinion of the engineer, there is strong justification in favor of such
installation. Particular attention should be given to roadways with two or more traffic lanes in one
direction as a pedestrian may be hidden from view by a vehicle yielding the right-of-way to a pedestrian.
The US Department of Transportation Federal Highway Administration "Executive Summary and
Recommended Guidelines" for crosswalks has guidelines of where uncontrolled crosswalk could be
considered?'
• Two lane roadways
• Roadway speeds less than 30 mph
• No parking on street segment approaching crossing location
• High pedestrian volume
• Average daily traffic on roadway less than 9,000 vehicles
• Clear sight distance for pedestrian and approaching vehicle
• Well lighted area
• Used to discourage pedestrian crossing at undesirable locations
• Special consideration is given to those locations that are part of a safe route to school program
Some studies suggest that an uncontrolled marked crosswalk gives a pedestrian a false sense of security,
with the markings providing a barrier or some sort of protection. Contrary to pedestrians' expectations a
marked crosswalk does not necessarily result in motorists stopping or yielding to pedestrians. In some
instances, pedestrians are more likely to step out in front of oncoming traffic in a marked crosswalk than
at an unmarked crosswalk. According to the US Department of Transportation Federal Highway
' US Department of Transportation Federal Highway Administration "Executive Summary and
Recommended Guidelines" for crosswalks, Table 1.
CITY OF ROSEMEAD
0 E AZID
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"'R
TRAFFIC REVIEW ALONG WEST WELLS STREET FOR SHUEY ELEMENTARY SCHOOL
Administration "Executive Summary and Recommended Guidelines' for crosswalks, "motorists failing to
yield represented a large percentage of pedestrian crashes in marked crosswalks (41.5%) and unmarked
crosswalks (31.7%)". There were several other contributing factors such as speed of traffic, number of
lanes and age of pedestrians that also contributed to the results.
TRAFFIC CALMING DEVICES AND STRATEGIES
Traffic calming is the process of reducing vehicle speeds using both passive devices, such as signs and
striping, and physical devices such as changes in road elevation or path. As part of this study, traffic
speeds, collisions and traffic volumes were used to assess existing conditions along this segment. The
type, design and placement of traffic calming devices depend upon the road classification, desired traffic
speed and types of traffic issues along Wells Street between Walnut Grove Avenue and Delta Avenue.
There are various traffic calming measures that can reduce the flow and speed of traffic on a street.
The following is a list of common traffic calming measures that can be installed to aid in slowing traffic:
1) Traffic Education Campaign: This consists of flyers, neighborhood meetings, banners and other
notices to assist is making the public aware of the traffic conditions in a certain area.
2) Signage and Pavement Legends: Modifying the signage along the road or change the striping to
narrow travel lanes to effectively slows speeds by changing the travel environment. Signs alert the
Driver to their speed, such as larger speed limit signs or a speed feedback sign. Too many signs can
have an opposite effect on traffic. Therefore, usage of signs should be subject to careful consideration
and compliance with local and regional standards.
3) Targeted Police Enforcement: The police department deploys officers to perform enforcement on
residential streets for at least an hour a day.
RECOMMENDATIONS
After a review of existing field and traffic conditions, the California Manual on Uniform Traffic Control
Devices (CAMUTCD), California Vehicle Code (CVC), and based on the traffic review and engineering
judgement, it was determined that the segment of Wells Avenue, between Walnut Grove Avenue and
Delta Street, would benefit from additional enhancements. The enhancements are listed below and
shown on the Recommendation Exhibit.
At this time, a midblock crosswalk is not being recommended for Wells Street between Earle Avenue and
Walnut Grove Avenue. While it was observed that pedestrians are crossing in the area, there were not
enough student age pedestrians crossing Wells Street midblock to warrant the installation of a crosswalk
here at this time. However, there were still several student and adult age pedestrians crossing midblock
along Wells Street, as well as some vehicles double parking in the middle of the travel lanes to let students
out for school drop off. To help mitigate this, it is recommended that the City put together a pamphlet,
educating parents on the importance of using crosswalks, and distribute the information in coordination
with school officials. By providing more education about crosswalks in this area, it may help mitigate the
number of pedestrians crossing midblock during school drop-off and pickup in the morning and afternoon.
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 17 of 31
0E�A
TRAFFIC REVIEW ALONG WEST WELLS STREET FOR SHUEY ELEMENTARY SCHOOL
While a midblock crosswalk is not being recommended at this time, other traffic calming devices are being
recommended forth is segment along Wells Avenue between Delta Avenue and Walnut Grove Avenue.
It is also recommended that in order to prevent vehicles from performing U-turns along Wells Street at
Shuey Elementary School, some "No U -Turn" signs as well as yellow delineators may be installed to
discourage drivers from performing midblock U-turns in the area. When a field review was conducted at
Shuey Elementary School, it was observed that several vehicles were making U-turns in the middle of the
street and causing backups of traffic along Wells Street. By installing signage and delineators it will help
discourage drivers from making U-turns in this area.
The recommendations are shown in the following Recommendation Exhibits.
Exhibit A: Wells Street at Earle Avenue
1. REMOVE AND REPLACE STOP SIGNS (111-1) WITH NEW FLASHING STOP SIGNS (R-1): Remove and
Replace existing stop signs with new Flashing Stop Signs (111-1) for all three legs at the intersection
of Wells Street and Earle Avenue.
a. Remove and replace stop signs at the northwest, northeast, and southwest corners of
the intersection of Wells Street and Earle Avenue, for eastbound, westbound, and
southbound traffic.
b. Flashing Stop Signs are recommended for installation due to the number of pedestrians
crossing at the intersection of Wells Street and Earle Avenue, and to increase visibility
for pedestrians and vehicles at the intersection.
2. INSTALL "ALL -WAY" PLAQUE (111-311)) AND RED REFLECTIVE STRIP ON STOP SIGNPOSTS: Install
"All -Way" Plaque (111-313) and Red Reflective Strip beneath all three stop signs at the intersection
of Wells Street and Earle Avenue.
a. Installation of these signs and traffic devices will help bring awareness to drivers
approaching the intersection.
3. REMOVE PEDESTRIAN CROSSING SIGNS SIGNAGE: Pedestrian Crossing Signs at the north leg and
east leg of the intersection of Wells Street and Earle Avenue.
a. CAMUTCD Section 78.12 School Crossing Assembly Standard:
i. If used, the School Crossing Assembly B(CA) (see Figure 713-1 or 7B-1(CA)) shall be
installed atthe school crossing (see Figures 713-4 and 713-S), or as close to it as possible,
and shall consist of a School (Sl -1) sign supplemented with a diagonal downward
pointing arrow (W16 -7P) plaque to show the location of the crossing.
ii. The School Crossing Assembly B(CA) or E(CA) shall not be used at crossings other than
those adjacent to schools and those on established school pedestrian routes.
iii. The School Crossing Assembly B(CA) or E(CA) shall not be installed on approaches
controlled by a STOP (R1-1) sign, or YIELD (R1-2) sign or a traffic signal. Standard: The
School Crosswalk Warning Assembly B(CA) or E(CA) shall be posted at all yellow school
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 18 of 31
O E AD
a,.,.�„A
TRAFFIC REVIEW ALONG WEST WELLS STREET FOR SHUEY ELEMENTARY SCHOOL
crosswalks that are not controlled by a STOP (R1-1) sign, a YIELD (Rl-2) signora traffic
signal.
4. REMOVE AND REPLACE STOP AHEAD SIGNAGE (W3-1) ALONG WELLS STREET: Remove and
Replace Stop Ahead (W3-1) Signage for eastbound and westbound vehicle approaching the
intersection at Wells Street and Earle Avenue.
a. The Stop Ahead signage for both directions of travel along Wells Street is faded, and
should be replaced.
S. REFRESH "STOP AHEAD" PAVEMENT LEGENDS: Refresh "Stop Ahead" Pavement Legends along
Wells Street for eastbound and westbound vehicles approaching the intersection of Wells Street
and Earle Avenue.
Exhibit B: Wells Street between Delta Avenue and Shuev Elementary School
6. REMOVE "25 MPH WHEN CHILDREN ARE PRESENT" SIGN (SR4-1) AND REPLACE WITH
PEDESTRIAN CROSSING AHEAD (SW24-3 (CA)) SIGNAGE: Remove "25 MPH When Children Are
Present' Sign (5114-1) and Replace with Pedestrian Crossing Ahead (SW24-3 (CA)) Signage along
Wells Street for eastbound traffic, located approximately 45 -feet west of the intersection with
Wells Street and Delta Avenue.
7. REMOVE PEDESTRIAN CROSSING AHEAD (SW24-3 (CA)) SIGNAGE AND REPLACE WITH 25 MPH
SPEED LIMIT SIGN (24"X30") (112-1): Remove Pedestrian Crossing Ahead (Sw24-3 (CA)) Signage
and Replace with 25 MPH Speed Limit Sign (24"X30") (R2-1) along Wells Street for eastbound
traffic approaching the intersection of Wells Street and Earle Avenue, located at the southeast
corner of the intersection with Wells Street and Delta Avenue.
S. INSTALL "25" PAVEMENT LEGEND ADJACENT TO THE NEW 25 MPH SPEED LIMIT SIGNS: Install
"25" Pavement Legend Adjacent to the new 25 MPH Speed Limit Signs along Wells Street, to help
remind drivers of the speed limit in the area.
Exhibit C: Wells Street between Delta Avenue and Shuev Elementary School
9. REMOVE AND REPLACE PEDESTRIAN CROSSING AHEAD (SW24-3) SIGNS: Remove and Replace
Pedestrian Crossing Ahead (SW24-3 (CA)) Signage along Wells Street for westbound traffic,
approximately 150 -feet east of the intersection of Wells Street and Earle Avenue.
10. REMOVE AND REPLACE SCHOOL SPEED LIMIT SIGNS: Remove "25 MPH When Children Are
Present' Sign (SR4-1) and Replace With 25 MPH Speed Limit Sign (24"X30") (112-1) for westbound
traffic, approximately 385 -feet east of the intersection of Wells Street and Earle Avenue.
a. Wells Street has a regular posted speed of 25 MPH, so the school 25 MPH Speed Limit
When Children Are Present signs do not apply.
Exhibit D: Wells Street between Deka Avenue and Walnut Grove Avenue
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 19 of 31
QO E A .
TRAFFIC REVIEW ALONG WEST WELLS STREET FOR SHUEY ELEMENTARY SCHOOL
11. INSTALL "USE CROSSWALK" WITH ARROW (R9-3bP) SIGN: Install "Use Crosswalk" With Arrow
(R9-3bP) Sign beneath existing signage along Wells Street along the frontage of Shuey Elementary
School for eastbound and westbound traffic along Wells Street.
a. The arrow on the sign should face towards the crosswalk at intersection of Earle Avenue
and Wells Street.
b. Installation of this signage will help bring awareness to drivers approaching the school
for student drop-off and pickup and encourage pedestrians to use the crosswalk at the
intersection of Wells Street and Earle Avenue.
12. REMOVE AND REPLACE FADED "NO STOPPING ANYTIME" SIGN (R26(S) (CA)): Remove and
Replace faded "No Stopping Anytime" sign (R26(S) (CA)) along the south side of Wells Street, at
the frontage of Shuey Elementary School.
13. INSTALL "NO U-TURN" SIGNAGE (R3-4) ALONG WELLS STREET: Install "No U -Turn" Signage (113-
4) along Wells Street between Earle Avenue and the east end of the school zone for Shuey
Elementary School. Install "No U -Turn" signage on existing signposts along Wells Street, as shown
in the recommendations.
a. Installation of the "No U -Turn" signage will alert drivers that making U-turns in this area
is not permitted, per the California Vehicle Code (CVC).
i. CVC Section 22103: No person in a residence district shall make a U-turn when any
other vehicle is approaching from either direction within 200 feet, except at an
intersection when the approaching vehicle is controlled by an official traffic control
device.
ii. CVCSection 22105: No person shall make a U-turn upon any highway where the driver
of such vehicle does not have an unobstructed view for 200 feet in both directions
along the highway and of any traffic thereon.
14. INSTALL YELLOW CHANNELIZERS ALONG WELLS STREET: Install Yellow Channelizers (3' High,
Impact Resistant) with yellow bands on flexible anchor mounted posts in intervals of
approximately 25 -feet apart on the yellow center line along Wells Street, starting at the east leg
of the intersection of Earle Avenue and Wells Street and ending at the east end of the school
campus boundary for Shuey Elementary School. The channelizers should be installed with gaps
for driveway openings and vehicle turning access, as shown.
a. CAM UTCD Section 3H.01.
i. 06 — Channelizers are flexible retroreflective devices for installation within the
roadway to discourage road users from crossing a line or area of the roadway. Unlike
delineators, which indicate the roadway alignment, channelizers are intended to
provide additional guidance and/or restriction to traffic by supplementing pavement
markings and delineation.
ii. 07 — Channelizers may be used for additional emphasis to discourage median
crossings at traffic islands and at lane separations.
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 20 of 31
O E A
TRAFFIC REVIEW ALONG WEST WELLS STREET FOR SHUEY ELEMENTARY SCHOOL
iii. 10 —The post shall be flexible with a 2 X inch minimum width, except that the portion
containing the retroreflective unit shall be a minimum width of 3 inch. The post shall
be a minimum height of 36 inch above the pavement.
iv. 20 — In locations where a relatively high number of violations occur, the post spacing
should be 25 feet.
Figure 3H-101 (CA). Example of Channelizers
2177 . 4 in Max.
r
Rigid Base Flexible Base
SURFACE MOUNTED
Ai F 3 in Minimum
1.5 in Max.
Minimum
3 in 12 in
3 It Retroreflector
2.25 in Minimum
Flexible Post
18 in Min.
BELOW SURFACE ANCHOR
15. ADDITIONAL POLICE ENFORCEMENT ALONG WELLS STREET: Additional Police Enforcement along
Wells Steet between Earle Avenue and Walnut Grove Avenue is recommended, specifically during
school drop-off and pickup from Shuey Elementary School.
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 21 of 31
O E AD
a.ns.,.aro.,,.,—
TRAFFIC REVIEW ALONG WILLARD AVE BETWEEN GARVEY AVE AND DOROTHY ST
ATTACHMENTS
1. Average Daily Traffic (ADT) Counts: 3/19/2024
a. E Wells Street west of Delta Avenue
b. Wells Street west of Walnut Grove Avenue
2. 24 -Hr Speed Survey: 3/19/2024
a. E Wells Street west of Delta Avenue
b. Wells Street west of Walnut Grove Avenue
3. Pedestrian Count Data from Field Reviews during school drop-off and pickup, along Wells
Street adjacent to Shuey Elementary School (4/18/2024, and 4/19/2024)
O 4 A
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 26 of 31
TRAFFIC REVIEW ALONG W ILLARD AVE BETWEEN GARVEY AVE AND DOROTHY ST
Attachment la: Average Daily Traffic (ADT) Counts, E Wells Street west of Delta Avenue
Prepared by NaOonal Dara 8 Surveying Services
VOLUME
E Wells St W/O Delta Ave
Day: Tuesday
Date: 3/19/2024
Qty: Rosemead
Project 8: CA24_020089 002
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 27 of 31
DAILYNB
SB
LB
WB
Total
AM Period
NB
S6
EB
we
TOTAL
PM Period
0:00
0
0
0
0
12:00
0
0
20
14
34
0:15
0
0
0
0
12:15
0
0
23
13
36
0:30
0
0
1
1
2
12:30
0
0
12
15
27
OAS
0
0
1
2
2
3
3
5
12:45
0
' 0
' 16
71
' 14
56
30
127
1:00
0
0
2
0
2
13:00
0.
0
13
10
23
2:15
0
0
0
0
13:15
0,
0
23
11
34
140
0
0
2
0
2
13:30
0
0
17
IS
32
1:45
0
0
0
4
' 0
4
19:45
0
' 0
' 22
75
' 16
52
38
127
2..00
0
0
1
1
2
14:00
0
0
29
21
50
2:15
0
0
0
0
14:15
0
0
22
24
46
2:30
0
0
0
0
14:30
0
0
24
21
45
2A5
0
' 0
1
2
0
1
1
3
14:45
0
0
' 16
91
' 16
82
32
173
3:00
0
0
0
0
15:00
0
0
22
IS
37
3:15
0
0
1
0
1
15AS
0
0
24
21
45
340
0
0
1
0
1
15:30
0
0
48
33
81
3:45
0
0
' 0
2
' 1
1
1
3
15:45
0
' 0
' 25
119
' 20
89
45
208
4:00
0
0
0
0
16:00
0
0
30
16
46
4:15
0
0
0
1
1
16:15
0
0
40
15
55
4.30
0
0
3
5
8
16:30
0
0
26
16
42
4:45
0
' 0
1
4
' 1
7
2
11
16:45
0
' 0
' 22
118
' 13
60
35
178
5:00
0
0
1
0
1
17:00
0
0
37
18
55
SAS
0
0
0
3
3
17:15
0
0
30
38
48
530
0
0
0
0
17:30
0
0
49
28
77
SAS
0
' 0
4
5
4
7
8
12
17:45
0
0
5
121
6
70
11
191
6:00
0
0
0
4
4
18:00
0
0
20
20
40
6:15
0
0
2
5
7
18:15
0
0
28
13
41
6:30
0
0
7
11
18
18:30
0
0
17
16
33
6:45
0
0
3
12
' 6
26
9
38
18:45
0
0
' 17
82
' 13
62
30
144
7:00
0
0
4
5
919:00
0
0
17
8
25
7:15
0
0
10
14
24
19:15
0
0
15
11
26
7:90
0
0
34
21
55
19:30
0
0
12
9
21
7A5
0
' 0
' 58
106
' 31
71
89
177
19:45
0
' 0
' 11
55
' 4
32
15
87
8:00
0
0
22
57
79
20:00
0
0
13
8
21
8:15
0
0
30
41
71
20:15
0
0
9
5
14
8:30
0
0
21
24
45
20:30
0
0
10
6
16
8:45
0
0
' 11
94
' 22
144
33
228
20:45
0
' 0
9
41
4
23
13
64
9:00
0
0
11
22
33
21:00
0
0
9
8
16
SAS
0
0
14
14
28
21:15
0
0
14
9
23
9:30
0
0
6
7
13
21:30
0
0
7
8
15
9:45
0
0
r 12
43
' 18
61
30
104
21:45
0
0
' 3
32
' 4
19
7
61
10:00
0
0
15
15
30
22:00
0
0
5
6
11
10:15
0
0
16
10
26
22:15
0
0
4
2
6
10:30
0
0
19
11
30
22:30
0
0
2
1
3
1OA5
0
0
' 13
63
7
43
20
106
22:45
0
0
6
17
1
10
7
27
11:00
0
0
12
5
17
23:00
0
0
3
4
7
11:15
0
0
14
10
24
23:15
0
0
2
4
6
11:30
0
0
30
17
27
23:30
0
0
1
2
3
11:45
0
0
' 10
46
12
44
22
90
23:45
0
0
1
7
4
14
5
21
TOTALS
373
408
781
TOTALS
829
579
1408
SPUR%
47.896
523%
35.7%
SPLIT%
56.9%
411%
66.3%
DAILYTOTALS
NB
SB
EB
WB
Total
F
a
JU
1,202
987
2,01'89
AMPeak Hour
7:30
7A5
7:30
PM Mak Hour
15:30
19:15
15:30
W kVolume
SN
153
393
PMPk Volume
143
90
In
Pk Hr FaRar
0.621
O.6A
0.826
Pk Hr Fador
0.745
0.662
0.701
7-9Vo:ubo
190
215
40S
4-6VoWme
239
130
369
7-9Pee4cHour
730
7A5
7:30
4 -speak Hour
16A5
16A5
16AS
7-9 Pk Volume
1"
153
344
4.614t Volum•
136
71
315
Pk Hr FMor
0.631
am
0.R6
Pk HrFarbor
0.1!13
am
am
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 27 of 31
TRAFFIC REVIEW ALONG WILLARD AVE BETWEEN GARVEY AVE AND DOROTHY ST
Attachment lb: Average Daily Traffic (ADT) Counts, Wells Street west of Walnut Grove Avenue
Prepared by National Data a surveying SeMaes
VOLUME
Wells St W/O Walnut Grove Ave
Day: Tuesday
Date: 3/19/2024
City: Rosemead
Project#: CA24_020089_001
OSE AID
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 28 of 31
DAILYTOTALS
NI3
NIS
we
ss
ES
We
Total
TOTAL
LB
0
JEII
AM Period
INS SB EB
TOTAL
PM Period
0:000
0
1
0•
1
12:00
0
0
15
10
25
0:15
0
0
2
1
3
12:15
0
0
25
14
39
0:30
0
0
2
1
3
12:30
0
0
13
24
37
0:45
0
0
r 0
5 r 2
4
2
9
12:45
0
0
12
65 15
63
27
128
1:00
0
0
2
0
2
13:00
0
0
17
16
33
1:15
0
0
0
0
13:15
0
0
19
19
38
1:30
0
0
1
0
1
13:30
0
0
3
29
32
1:45
0
0
r 1
4 r 0
1
4
13:45
0
r 0
r 43
82 r 25
89
68
171
2:00
0
0
1
2
3
14:00
0
0
43
25
68
2:15
0
0
0
0
14:15
0
0
48
20
68
2:30
0
0
1
0
1
14:30
0
0
43
32
75
2A5
0
r 0
r 1
3 r 1
3
2
5
1405
0
r e
20
154 r 21
98
41
252
300
0
0
2
0
2
15:00
0
0
22
12
34
3:15
0
0
1
0
1
15:15
0
0
25
28
53
3:30
0
0
4
0
4
15:30
0
0
55
27
82
3:45
0
r 0
r 1
8 r 2
2
3
10
1505
0
r 0
r 25
127 r 27
94
52
221
4:00
0
0
0
1
1
16:00
0
0
32
19
51
4:15
0
0
1
0
1
16:15
0
0
37
17
54
4:30
0
0
3
1
4
16:30
0
0
27
25
52
4:45
0
r 0
r 1
5 r 0
2
1
7
16:45
0
r 0
r 27
123 r 20
81
47
204
SAO
0
0
2
0
2
17:00
0
0
38
21
59
5:15
0
0
1
1
2
17:15
0
0
26
37
63
5:30
0
0
3
1
4
1730
0
0
72
39
111
5:45
0
r 0
r 6
12 r 1
3
7
15
17A5
0
r 0
r 28
164 r 16
113
44
277
6:00
0
0
2
1
3
1800
0
0
27
19
46
SAS
0
0
2
3
5
18:15
0
0
22
16
38
630
0
0
4
9
13
18:30
0
0
11
19
30
6:45
0
r 0
r 5
13 r 5
18
10
31
18A5
0
r 0
15
75 r 8
62
23
137
700
0
0
7
13
20
19:00
0
0
16
14
30
7:15
0
0
15
26
41
19:15
0
0
12
10
22
730
0
0
56
52
108
19:30
0
0
12
6
IS
7A5
0
r 0
r 64
142 r 71
162
135
304
19:45
0
r 0
r 12
52 r 5
35
17
87
8:00
0
0
63
36
99
20:00
0
0
10
8
18
8:15
0
0
32
37
69
20:15
0
0
4
2
6
8:30
0
0
26
21
47
20:30
0
0
6
9
15
8:45
0
r 0
r 17
138 r 14
108
31
246
20A5
0
r 0
r 6
26 r 30
29
16
55
9:00
0
0
14
17
31
21:00
0
0
3
13
16
9:15
0
0
16
it
27
21:15
0
0
9
5
14
9:30
0
0
11
11
22
21:30
0
0
8
8
16
9:45
0
r 0
r 10
51 r 16
55
26
106
21A5
0
r 0
r 3
23 r 3
29
6
52
10:00
0
0
21
18
39
22:00
0
0
4
5
9
10:15
0
0
12
12
24
22:15
0
0
1
6
7
10:90
0
0
16
13
29
22:30
0
0
3
2
5
WAS
0
r 0
r 17
66 r 8
51
25
117
22A5
0
r 0
r 6
14 r 4
17
30
31
1300
0
0
20
10
30
am
0
0
3
2
5
11:15
0
0
15
7
22
23:15
0
0
1
8
9
1130
0
0
10
12
22
23:30
0
0
0
1
1
13A5
0
r 0
r 11
56 r 15
44
26
100
23:45
0
r 0
r 6
10 r 1
12
7
22
TOTALS
503
452
955
TOTALS
915
722
1
1637
SPLIT%
527%
47.3%
364%
9P17T%
1
553%
a61%
63.1%
DAILYTOTALS
NB
retail
"Peak Hour
7:30
7:30
rm
MPeak".
13:,15
16:15
1605
AM Pkvdume
215
]%
III
MtPkVokene
177
117
280
Pk Hr Fatter
0.840
0.690
0.761
Pk Hrra[tda
0.927
0.750
0.631
7-9yolume
MO
270
550
4-69okrnm
AD
154
"1
7-91reak Hour
7.30
7:30
7:30
4-61leakitmn
17:00
15A5
1&49
7-9Pk Volume
215
1%
411
4-6Pk Volume
161
117
260
Pk HrFMlnr
ow
0.690
O.MI
Pk Hr Fa[ttt
0.569
0.750
0.631
OSE AID
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 28 of 31
TRAFFIC REVIEW ALONG WILLARD AVE BETWEEN GARVEY AVE AND DOROTHY ST
Attachment 2a: 24 -Hr Speed Survey, E Wells Street west of Delta Avenue
FiePa,ad W Neuow Dr.a suneea, s..iu.
SPEED
E Wells St W/O Delta Ave
Den Tuesday Ckr. aoumead
Dao: 3/19/2024 Protect •: CA24_020089_X12
summery
M9VWumr
is
116
M
25a
139
70
3
1
0
0
0
C
0
731
Fix, AM
0
0
1
3
1
0
0
0
0
0
0
0
0
5
1:00
0
a
0
3
1
a
0
0
0
O
0
0
0
4
2:00
0
1
0
1
0
1
0
0
0
0
0
0
0
3
3:00
0
0
1
0
2
0
0
0
0
0
a
0
0
3
4:00
0
2
4
1
4
0
0
0
0
0
0
0
0
Il
5:00
1
1
4
3
2
1
0
0
0
0
a
0
0
12
6:00
0
6
7
13
9
2
0
1
0
0
0
0
0
38
7:00
a
50
68
39
9
3
0
0
0
0
0
0
0
177
8:00
7
27
69
74
47
4
0
0
0
0
D
0
0
228
9:00
2
8
26
40
26
0
2
0
0
0
0
0
0
104
10:00
0
7
31
44
22
2
0
0
0
0
0
0
0
106
11:00
0
14
19
33
16
7
1
0
0
0
0
0
0
90
12:00 PM
3
7
30
51
28
7
1
0
0
0
D
0
0
127
13:00
4
11
39
44
24
3
2
0
0
0
0
a
0
127
14:110
2
31
54
56
27
3
0
0
0
0
0
0
0
173
15:00
2
14
55
102
32
3
0
0
0
0
0
0
0
208
16:00
5
I6
59
55
33
8
2
0
0
0
0
0
0
178
17:00
9
22
63
63
W
4
0
a
0
0
0
0
0
191
18:00
a
25
51
33
IS
2
0
0
0
0
0
0
0
144
]9:00a
7
37
33
9
a
1
a
0
a
0
a
D
87
20:00
1
5
14
23
16
5
0
0
0
0
0
0
0
64
21:00
3
5
21
13
14
0
1
0
0
0
61
2200
1
2
7
30
6
1
0
0
0
0
0
0
0
27
233)0
5
4
0
0
0
0
21
%ofTa4k
3%1
12%1
30%
M%j
17%
3%1
M1
c&
1W%
M9VWumr
is
116
M
25a
139
70
3
1
0
0
0
C
0
731
%AM
1%
5%
11%
12%
t%
I%
0%
036
36%
"PWIXwr
7.
7[0
&00
8,00
ie
9:00
6.
a:
Volume
a
so
69
7s
47
7
2
1
II9
Mlval.
a
1W
am
4%
236
e
1
0
0
0
1
%PM
2%
7%
20%
23%
Il%
2%
n,
O%
G%
PM Peak%wr
]8.
M.W
17:00
1510
16=
M-00
13M
21.O
1510
Volume
1B
3l
63
102
33
a
2
1
308
Directional Peak Perloda
AM 7-9
NOON 12-2
PM 4-6
ONPeek Volumes
All Speeds
Volume %
Volume %
Volume %
Volume %
405 '-' 19%
254 12%
369 '-' 17%
1161 '-' 53%
Street Name Direction Percentiles
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 29 of 31
KbSs'-T. D
rmmswir�a...:r.
TRAFFIC REVIEW ALONG WILLARD AVE BETWEEN GARVEY AVE AND DOROTHY ST
Attachment 2b: 24 -Hr Speed Survey, Wells Street west of Walnut Grove Avenue
PryxaC q xrsa ow. a e...a6.e sa.:ua
SPEED
Wells St W/O Walnut Grove Ave
Day: Tuesday Cay: Rosemead
Data: 3/19/2024 Project9:CA24 020089001
summary
AM V.N.
37
114
214
3N
203
36
7
0
0
0
0
a
0
955
0:00 AM
0
0
2
4
2
1
0
0
0
0
0
0
0
9
1:W
0
1
0
2
0
1
0
0
0
0
0
0
0
4
2:00
0
0
1
3
2
0
0
0
0
0
0
0
0
6
3:00
0
2
3
2
2
1
0
0
0
0
0
0
0
10
4:00
1
1
0
4
1
0
0
0
0
0
0
0
0
7
590
0
2
1
7
4
1
0
0
0
0
0
0
0
15
6:00
0
0
3
13
10
3
2
0
0
0
0
0
0
31
7:00
32
so
90
so
20
2
0
0
0
0
0
0
0
301
8:00
3
22
68
87
54
9
3
0
0
0
0
0
0
246
9:00
0
2
15
36
47
5
1
a
0
0
0
0
0
1116
10:00
0
1
14
58
38
5
1
0
0
0
0
0
0
117
11:00
1
3
17
48
23
8
0
0
0
0
0
0
0
200
12:00 PM
5
8
17
46
41
10
1
0
0
0
0
0
0
128
13:00
13
39
49
39
28
3
0
0
0
0
0
0
0
171
14:00
13
44
81
66
42
6
0
0
0
0
0
0
0
252
15:00
4
6
52
92
5a
9
0
0
0
0
0
0
0
221
16:00
1
4
30
102
52
14
1
0
0
0
0
0
0
2D4
17:00
5
17
79
133
54
a
1
0
0
0
0
0
0
277
18:00
3
1
17
59
44
11
2
0
0
0
0
D
0
137
19:00
2
3
17
U
25
3
2
a
0
0
0
0
0
87
20:00
0
2
10
24
11
8
0
0
0
0
0
0
0
55
21:W
1
1
1
19
3
0
0
0
0
0
0
52
22:00
1
2
10
9
]
2
0
0
0
0
0
0
0
31
2390
1
5
5
2
0
0
0
0
0
0
U
T.W�
%o,TuuArI
as
Alaal
242
591
23%1
ass
s^l
SW
23n
115
4%1
14
%1
2592
1
AM V.N.
37
114
214
3N
203
36
7
0
0
0
0
a
0
955
%AM
1%
4%
8%
13%
9x
1%
O%
37%
AM Peak Hour
7:00
7M
7=am
a
Bm
am
7.
Volume
32
80
90
B7
Si
9
3
304
PMvolumus
48
377
611
387
]
a
a
C
a
1437
%PM
2%
5%
15%
24%
15%
3%
0%
63%
M ParakM
13
14.
14
17m
15
us
Hodd
Ved
Volume
13
M
BI
113
58
14
2
277
DkecHcml Peak Pedod9
AM] -9
NOON 12-2
PM"
Oala k1fdumea
A115Peed3
volume %
volume %
Volume %
Va. %
550 " 21%
299 12%
481 19%
1262 4936
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 30 of 31
TRAFFIC REVIEW ALONG WILLARD AVE BETWEEN GARVEY AVE AND DOROTHY 5T
Attachment 3: Pedestrian Count Data from Field Reviews during school drop-off and pickup, along
Wells Street adjacent to Shuey Elementary School (4/18/2024, and 4/19/2024)
Summery of Pedestrians Crossiry at Intervention of Wells Street and Earle Avenue, Dudnt, Drop-off and Pick-up Times. Thursday, 4/18/2024
TIME
LOCATION OF PEDESTRIAN CROSSING—NORTH LEG AND EAST LEG MARKED CROSSWALK,
(Crossing Guard Posted at the North Let, and East Leg of the Intersettion.
WEST LEG NO MARKED CROSSWALK
ADULTS SCHOOLAGE
NORTH LEG EAST LEG
WESTLEG
13
ADULTS ♦ SCHOOL AGE PED ADULTS♦ SCHOOL AGE
ADULTS a SCHOOL AGE
7A54:0OAM
35 68
0
8AP8:1511M
21 41
0
IAS2.1
14 38
0
2-W2:15PM
9 17
0
2.15-2:30 RM19
46
0
23D2:45PM
7 SO
0
TOTAL PEM
98 220
0
Summary of Pedes riaro Creasing a Wells Street Mldbbd, During Dropcff arsd Pkk41p Noun.
Thursday, 4/23/2024IFNI Counts), & Friday, 4/19/2024 (AM Cannes)
TIME
LOCATION OF PEDESTRIAN CROSSING—MIDBLOOK ALONG WELLS STREET
lAdpwrrt to the hontat,a of Shusy Elementary Sdsool)
Loren n2
ADULTS SCHOOLAGE
7:3 7ASAM
12
13
7:454:00AM
10
12
8:0 &LSAM
1
1
1:361:45PM
1
0
IAS-2d10PM
5
5
Z:WZ:IS M
0
0
x:15-x:30PM
4
5
TOTAL PEM
W
M
SE AD
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 31 of 31
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Attachment B
Traffic Commission Minutes
of May 2, 2024
Minutes of the Regular
ROSEMEAD TRAFFIC COMMISSION MEETING
April 4, 2024
The regular meeting of the Rosemead Traffic Commission was called to order by Chair Drange at 7:05 p.m.
in the Council Chambers, 8838 E. Valley Boulevard, Rosemead, California.
FLAG SALUTE: Vice Chair Lang
INVOCATION: Commissioner Chang
PRESENT: Commissioner Chang, Vice -Chair Lang and Chair Drange
ABSENT: Commissioner Hermosillo, Commissioner Nguyen
STAFF PRESENT: Interim City Engineer Leung and Commission Liaison Nguyen
1. PUBLIC COMMENTS None
2. CONSENT CALENDAR
Chair Drange asked Traffic Commissioners if anyone would like to make revisions or additions to the
minutes of March 7, 2024.
Vice Chair Lang made a motion, seconded by Commissioner Chang, to accept consent calendar.
Vote resulted in:
Yes: Chang, Lang, Drange
No: None
Abstain: None
Absent: Hermosillo, Nguyen
3. NEW BUSINESS
A. ALL WAY STOP REQUEST AT MARSHALL STREET AND IVAR AVENUE
Associate Engineer Richter provided a brief description of the item and presented a PowerPoint
presentation of the studies that were conducted.
Associate Engineer Richter explained that the City received a resident request to evaluate the intersection
of Marshall Street and Ivar Avenue, and determine if the intersection qualifies for the installation of an all -
way stop. The resident expressed concern for vehicles speeding through the area along Marshall Street,
and has requested that an ail -way stop or other traffic calming measures be installed at this location. In
response to this request and on behalf of the City, engineering staff completed a traffic review to determine
if an all -way stop was warranted to be installed at the intersection of Marshall Street and Ivar Avenue, and
recommended appropriate measures.
After a thorough review of existing field and traffic conditions and per the guidelines in the California Manual
on Uniform Traffic Control Devices (CAMUTCD), California Vehicle Code (CVC), and based on engineering
judgement, it was determined that the intersection of Marshall Street and Ivar Avenue does not meet the
Rosemead Traffic Commission Meeting
Minutes of April 4, 2024
Page I of 3
requirements for the installation of an all -way stop. However, it was determined that this area along Marshall
Street and Ivar Avenue would benefit from the installation of other traffic calming measures.
Commissioner Chang made a motion, seconded by Vice Chair Lang, to approve staff
recommendations. Vote resulted in:
Yes: Chang, Lang, Drange
No: None
Abstain: None
Absent: Hermosillo, Nguyen
4. MATTERS FROM STAFF
5. COMMISSIONER REPORTS
Interim City Engineer Leung followed up on Chair Drange's comment regarding the bicycle plan, stating he
is looking into the feasibility of implementing the plan as part of future arterial repaving projects. He also
mentioned of a regional transit corridor plan that is in place involving Garvey Avenue.
Chair Drange recalled the representatives with the regional transit corridor spoke at a previous meeting
regarding various routes within the plan and asked I Garvey Avenue was determined to be a route.
Interim City Engineer Leung replied the City of Monterey Park and City of EI Monte accepted and it would be
the prioritized route at this time.
Chair Drange asked if the City is involved with this plan.
Interim City Engineer Leung replied it is in discussion.
Interim City Engineer Leung recalled the commissioner's comment regarding the traffic signal lights at the
intersection where Rio Hondo Avenue, Mission Drive, and Valley Boulevard connect being difficult to see.
He replied traffic engineers looked into it and explained it was intended and designed that way due to the
configuration of the intersection. The item has been resent to traffic engineers for further evaluation.
Chair Orange commented that the issue he experiences at that intersection has to do with the second traffic
signal light being difficult to see and the light is only noticed until after you drive by the first traffic signal at
the intersection when heading east.
Vice Chair Lang added it is also difficult when heading eastbound on Mission Drive and making a left tum on
Valley Boulevard. He commented that the timing of the traffic signal should be looked into.
Vice Chair Lang recalled his comment from the last traffic commission meeting regarding traffic request
turnaround and the concern along Mission Drive near the In -N -Out. He mentioned the traffic overflow
caused by the parking lot is resulting in aggressive drivers consequently not always seeing pedestrians
crossing by Newby Avenue.
Interim City Engineer Leung asked for clarification if the issue is during the evening hours.
Vice Chair Lang replied the traffic congestion is typically seen around 6 PM to 8 PM.
Rosemead Traffic Commission Meeting
Minutes of April 4, 2024
Page 2 of 3
6. ADJOURNMENT
The meeting adjourned at 7:28 p.m. The next Traffic Commission meeting is scheduled for May 2,
2024, at 7:00 p.m. and will take place at the Rosemead City Hall, City Council Chambers, 8838 East
Valley Boulevard.
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Chat
ATTEST:
Noya Wang
Director of Public Works
Rosemead Traffic Commission Meeting
Minutes of April 4, 2024
Page 3 of 3
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