10-19-2021 - City Council Regular Session AgendaCITY OF WEST COVINA
CITY COUNCIL/SUCCESSOR AGENCY
OCTOBER 19, 2021, 7:00 PM
REGULAR MEETING
CITY HALL COUNCIL CHAMBERS
1444 W. GARVEY AVENUE SOUTH
WEST COVINA, CALIFORNIA 91790
Mayor Letty Lopez-Viado
Mayor Pro Tern Dario Castellanos
Councilwoman Rosario Diaz
Councilmember Brian Tabatabai
Councilman Tony Wu
On March 4, 2020, Governor Newsom proclaimed a State of Emergency in California as a result of the threat of COVID-19. On
March 17, 2020, Governor Newsom issued Executive Order N-29-20, suspending certain requirements of the Brown Act
relating to the conduct of public meetings. Pursuant to the Executive Orders, Council Members may attend City Council
meetings telephonically and the City Council is not required to make available a physical location from which members of the
public may observe the meeting and offer public comment.
Due to the ongoing COVID-19 emergency and pursuant to State and County public health directives, Los Angeles County
Department of Health requires that masks be worn indoors regardless of vaccination status
Members of the public may also watch City Council the meeting live on the City's website
at: https://www.westcovina.ore/departments/city-clerk/aQendas-and-meetiniis/current-meetin sp and -a ep ndas under the "Watch
Live" tab or through the West Covina City YouTube channel at www.westcovina.org/LrVE.
If you are experiencing symptoms such as fever or chills, cough, shortness of breath or difficulty breathing, fatigue, or sore
throat, the City requests that you participate in the meeting from home by watching the meeting live via the links set forth above.
EMAILED PUBLIC COMMENT
Members of the public can submit public comments to the City Clerk via e-mail at City Clerkawestcovina.ore. The subject line
should specify "Oral Communications 10/19/2021". Please include your full name and address in your e-mail. All emails
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comments received by the start of the meeting will be made part of the official public record of the meeting.
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AGENDA MATERIAL
Agenda material is available for review at the City Clerk's Office, Room 317 in City Hall, 1444 W. Garvey Avenue South, West Covina and at
www.westcovina.mg. Any writings or documents regarding any item on this agenda, not exempt from public disclosure, provided to a majority of the City
Council that is distributed less than 72 hours before the meeting, will be made available for public inspection in the City Clerk's Office, Room 317 of City Hall
located at 1444 W. Garvey Avenue South, West Covina, during normal business hours.
NOTICE
The City Council will regularly convene on the first and third Tuesday of the month. The West Covina Community Development Commission, West Covina
Public Financing Authority and the West Covina Community Services Foundation are agencies on which the City Council serves as members. Agendas may
contain items for these boards, as necessary.
PUBLIC COMMENTS
ADDRESSING THE CITY COUNCIL
(Per WCMC 2-48, Ordinance No. 2150)
Any person wishing to address the City Council on any matter listed on the agenda or on any other matter within their jurisdiction should complete a
speaker card that is provided at the entrance to the Council Chambers and submit the card to the City Clerk.
Please identify on the speaker card whether you are speaking on an agenda item or non -agenda. Requests to speak on agenda items will be heard prior
to requests to speak on non -agenda items. All comments are limited to five (5) minutes per speaker.
Oral Communications may be limited to thirty (30) minutes, unless speakers addressing agenda items have not concluded.
Any testimony or comments regarding a matter set for a Public Hearing will be heard during the hearing. J1
RULES OFDECORUM
Excerpts from the West Covina Municipal Code and Penal Code pertaining to the Rules of Decorum will be found at the end of agenda.
AGENDA
CITY OF WEST COVINA
CITY COUNCIL/SUCCESSOR AGENCY
TUESDAY OCTOBER 19, 2021, 7:00 PM
REGULAR MEETING
INVOCATION
Led by Pastor Samuel Martinez from Amazing Love Ministries
PLEDGE OF ALLEGIANCE
Led by Mayor Lopez-Viado
ROLL CALL
REPORTING OUT FROM CLOSED SESSION
• Certificate of Recognition to the Overseas Lions Club for donations to the West Covina Senior Center
• Fire Prevention Week Contest Winner
• Presentation by the San Gabriel Valley Mosquito & Vector Control District
• Unit Station Award
• Assistant Fire Chief Mike Browne
• Life Saving Award
is Police Chief Richard Bell
ORAL COMMUNICATIONS - Five (5) minutes per speaker
Please step forward to the podium and state your name and city of residence for the record when recognized by the Mayor.
CITY MANAGER'S REPORT
City Manager's report on current City projects.
CONSENT CALENDAR
All matters listed under CONSENT CALENDAR are considered to be routine and can be acted on by one roll call vote. There will be no separate
discussion of these items unless members of the City Council/Community Development Commission request specific items to be removed from the Consent
Calendar for separate discussion or action.
APPROVAL OF MEETING MINUTES
1) CONSIDERATION OF APPROVAL OF THE OCTOBER 5, 2021, CITY COUNCIL/SUCCESSO
AGENCY REGULAR SESSION MEETING MINUTES.
It is recommended that the City Council approve the October 5, 2021, Regular Session Meeting Minutes.
CITY MANAGER'S OFFICE
2) CONSIDERATION OF AGREEMENT WITH SAN GABRIEL VALLEY CONSERVATION CORPS FOR
JOB TRAINING AND COMMUNITY BEAUTIFICATION
It is recommended that the City Council authorize the City Manager to negotiate and execute a Cooperative
Agreement between the City of West Covina and the San Gabriel Valley Conservation and Services Corps., in
substantially the form as attached and in such final form as approved by the City Attorney.
CKO0A13AIN11MV 13AVAK1320 1 WIII
3) CONSIDERATION OF THE TRAFFIC COMMITTEE MEETING RECOMMENDATIONS FOR TRAFFIC
ENGINEERING IMPROVEMENTS AT VARIOUS LOCATIONS FROM THE MAY 11, 2021, JUNE 8,
2021, JULY 13, 2021, AND AUGUST 10, 2021 TRAFFIC COMMITTEE MEETINGS
It is recommended that the City Council approve the Traffic Committee Meeting recommendations listed below of
various traffic engineering improvements citywide from the following Traffic Committee Meetings held on May 11,
2021, June 8, 2021, July 13, 2021, and August 10, 2021. The below items were unanimously approved and
recommended for installation by the West Covina Traffic Committee for City Council final approval and
consideration.
May 11. 2021 Traffic Committee Meeting Approved Recommendations for City Council Consideration:
TRAFFIC REVIEW ALONG HOLLENBECK STREET AT RIO VERDE DRIVE
a. Request: The City of West Covina received a request to review the traffic conditions for the intersection
of Hollenbeck Street at Rio Verde Drive to evaluate a resident request for all -way stop control at the
intersection. As part of the traffic review the following items were looked at: a review of the existing
roadway conditions, line of sight at the intersection, 5 years of collision history, peak hour traffic counts
as well as a review of the speed sample obtained from the 2017 Citywide Speed Survey.
b. Review Standard: After a thorough review of existing field and traffic conditions and per the California
Manual on Uniform Traffic Control Devices (CAMUTCD), California Vehicle Code (CVC), based on
the traffic review and engineering judgment, it was determined that additional traffic safety measures are
recommended to be installed at the intersection of Hollenbeck Street at Rio Verde Drive. As a part of this
study, a review of the intersection of Hollenbeck Street at Rio Verde Drive was conducted. Based on the
analysis and field review conducted, it was determined that the intersections did not meet the warrants for
the installation of All -Way STOP control.
c. Recommendation: The Traffic Committee unanimously recommended the following items:
i. Install double -sided 36"x36" School Crossing S 1-1 sign with 24"xl2" Downward Facing Arrow
W 16-7P plaque at the uncontrolled marked school crosswalk for NB, SB approaches next to the
crosswalk. The existing non -conforming Pedestrian signs should be replaced. CAMUTCD Section
7B.12.
ii. Install School Crossing AHEAD Warning Sign (S 1-1) (36"06") and Ahead Signage (W 16-9P)
(24"x12") approaching the uncontrolled crosswalk NB and SB approaches.
iii. Install ladder crosswalks in yellow high visibility paint for the east, west, and south legs. The
spacing of the lines should be striped to avoid vehicle wheel path.
iv. Installation of RI-5 "Yield Here to Pedestrian" signage with advanced shark teeth yield lines in
white paint approaching the south and north leg at the uncontrolled crosswalk for both approaches
approximately 20-feet to 60-feet from the crosswalk. CAMUTCD Section 7B.12: For uncontrolled
locations with more than one lane in each direction of travel, advance yield lines (see Section
3B.16) may be used with the `Yield Here to Pedestrians' signs (R1-5 or Rl-5a).
v. Install Retroreflective strip on the sign post to draw attention to the PEDESTRIAN WARNING
signs during the nighttime conditions. CAMUTCD 2A.21: "A retroreflective strip may be used on
regulatory and warning sign supports." The color of the strip should match the background of the
sign. Neon green/yellow would be used for warning sign supports.
2. TRAFFIC REVIEW AT 2328 MERCED AVENUE
a. Request: The City of West Covina received a request for the removal of red curb located in front of the
Veterans of Foreign Wars (VFW) located at 2328 Merced Avenue to review the traffic conditions. As
part of the traffic review the following items were reviewed: A review of existing conditions, Average
Daily Traffic data, and 5-years of collision data were used as part of this red curb removal review.
b. Review Standard: After a thorough review of existing field and traffic conditions and per the California
Manual on Uniform Traffic Control Devices (CAMUTCD), California Vehicle Code (CVC), based on
the traffic review and engineering judgment, it was determined that the red curb located along the south
side of West Merced Avenue in front of the VFW facility be reduced. This will allow the VFW facility
to utilize the curb by designating it as an area for pick up and drop off of passengers.
c. Recommendation: The Traffic Committee unanimously recommended the following items:
i. Remove approximately 100-feet of red curb from the south side of West Merced Avenue, per
CAMUTCD Section 3B.19.
ii. There is approximately 140-feet of existing red curb located along the south side of West Merced
Avenue, directly in front of the VFW facility. The removal of approximately 100-feet would leave
approximately 20-feet of red curb at the either side of the curb adjacent to each of the VFW
driveways.
iii. The removal of approximately 100-feet of red curb will provide approximately 100-feet of
available curb space (4 vehicles to park) to park along the south side of West Merced Avenue.
3. DISCUSSION AND TRAFFIC REVIEW ALONG AZUSA AVENUE SOUTH OF GARVEY AVENUE
NORTH
a. Request/Background: The City received a request to review the northbound right turn lane on Azusa
Avenue at Garvey Avenue. This item was first presented to the Traffic Committee for discussion during
the May 8, 2021 Meeting, and brought back with recommendations to the August 10, 2021 Traffic
Committee Meeting. Please see the August 10, 2021 Traffic Committee Meeting, Item 5, for a list of the
recommendations.
June 8.2021 Traffic Committee Meeting Approved Recommendations for City Council Consideration:
1. LINE OF SIGHT REVIEW ROWLAND AVENUE AT LEAF AVENUE
a. Request: The City of West Covina received a request to review line of sight conditions at the intersection
of Rowland Avenue and Leaf Avenue. The review included evaluating installation of red curb based on
the line of sight analysis to deter vehicles from parking and blocking the view and to increase visibility
for vehicles making turns out of the intersection. As part of the traffic review the following items were
reviewed: existing roadway conditions, approximately six years of collision history, and a line of sight
analysis was completed.
b. Review Standard: After a thorough review of existing field and traffic conditions and per the California
Manual on Uniform Traffic Control Devices (CAMUTCD), California Vehicle Code (CVC), based on
the traffic review and engineering judgment, it was determined that additional red curb should be installed
along the northeast and northwest curb of the Rowland Avenue and Leaf Avenue intersection to prevent
vehicles from parking at the comer and blocking the view. The additional red curb will improve the line
of sight for vehicles exiting Leaf Avenue onto Rowland Avenue.
c. Recommendation: The Traffic Committee unanimously recommended the following items:
i. Install approximately 21-feet of red curb along the north side of Rowland Avenue beginning at end
of curve at Rowland Avenue and Leaf Avenue. The additional red curb will improve line -of -sight
for turning vehicles and will prevent vehicles from parking too close to Leaf Avenue per
CAMUTCD Section 313.23. This will remove approximately one parking space along the north side
of Rowland Avenue, west of Leaf Avenue.
ii. Install approximately 10-feet of red curb and connect to the existing 75-feet of red curb for a total
85-feet of red curb per CAMUTCD 313.23
iii. This will still allow 28 feet of parking for the resident along the north side of Rowland Avenue,
east of Leaf Avenue.
2. STOP SIGN TRAFFIC REVIEW AT SIX INTERSECTION LOCATIONS IN THE CITY
a. Request: At the request of the City of West Covina and various resident requests, Traffic Engineering
staff reviewed the traffic conditions at six existing stop controlled intersections within the City to
promote visibility and recommend upgrades to improve the overall traffic conditions for pedestrians and
vehicles. As part of the traffic review the following items were analyzed at each of the six locations:
existing roadway conditions, 5.5 years of collision history, peak hour traffic counts for pedestrians and
vehicles, as well as field observation of the intersections and vehicular/pedestrian behavior at the STOP
signs. The six locations evaluated are listed below:
1. Location 1: Maplegrove Street and Lark Ellen Avenue
2. Location 2: Fairgrove Avenue and Lark Ellen Avenue
3. Location 3: Merced Avenue and Lark Ellen Avenue
4. Location 4: Vine Avenue and Lark Ellen Avenue
5. Location 5: Walnut Creek Parkway and Glendora Avenue
6. Location 6: Cortez Street and Citrus Street
b. Review Standard: After a thorough review of existing field and traffic conditions and per the California
Manual on Uniform Traffic Control Devices (CAMUTCD), California Vehicle Code (CVC), based on
the traffic review and engineering judgment, various upgrades at each of the six location include a mix
of oversized signage, ahead warning signage, red curb, repainting of limit lines, and stopping flashing
stop signs (where warranted based on collision history and traffic counts), as well as trimming of any
over -grown trees and bushes located in the public right of way that may be blocking the intersection were
recommended. A list of the detailed recommendation per each intersection is listed below. These
recommendations were unanimously recommended by the Traffic Committee.
c. Recommendation: The Traffic Committee unanimously recommended the following items for each of the
six locations as listed below.
i. Location 1: Maplegrove Street and Lark Ellen Avenue:
1. Based on the analysis and study completed, the intersection of Maplegrove Street and Lark
Ellen Avenue does not meet the criteria for installation of flashing stop signs for all -way stop
travel. However, it is recommended that the existing STOP Signs be replaced with oversized
(36"06") STOP signs for all directions for east/west-bound travel along Maplegrove Street
as well as north/south-bound travel along Lark Ellen Avenue, to improve visibility of the
STOP signs for drivers. CAMUTCD Section 2B.03 Table 211-1. Install 4-Way Supplemental
Plaques (RI-3) under each of the STOP signs.
2. Install Red Retroreflective strip on all STOP sign poles/posts to draw attention to the signs
during the nighttime conditions (for all directions). Per CAMUTCD 2A.21: "A
retroreflective strip may be used on regulatory and warning sign supports." The color of the
strip should match the background of the sign. Red color strips should be used for STOP sign
supports.
3. Install a Highly Reflective Neon Yellow Advance Stop Ahead (W3-1) Sign for northbound
traffic along Lark Ellen Avenue approximately 250 feet from Maplegrove Street per
CAMUTCD Section 2C.36.
4. Stop Ahead Pavement Legends: Install stop ahead pavement legends for northbound traffic
along Lark Ellen Avenue approximately 250 feet from Maplegrove Street per CAMUTCD
Section 313.20.
5. Install 10 feet of red curb on the approach side of each STOP sign (SB, EB and WB) to
improve visibility for approaching vehicles to see the STOP sign per CAMUTCD Section
3B.19.
ii. Location 2: Fairgrove Avenue and Lark Ellen Avenue
1. Based on the analysis and study completed, the intersection of Fairgrove Avenue and Lark
Ellen Avenue meets the criteria for installation of flashing stop signs per the CAMUTCD,
City's criteria and based on collision history, field review, traffic counts, and engineering
judgment. It is recommended to remove and replace the existing Stop Signs and replace them
with Solar -Powered LED flashing Stop Signs (RI-1) (36"06") for all directions for
east/west-bound travel along Fairgrove Avenue as well as north/south-bound travel along
Lark Ellen Avenue, to bring attention and improve visibility of stop signs for drivers. (Per
2014 Federal Highway Administration's CAMUTCD section 2A.07 on Retroreflectivity and
Illumination) CAMUTCD Section 2B.03 Table 213-1. Install 4-Way Supplemental Plaques
(RI-3) under each of the STOP signs.
2. Install Red Retroreflective strip on all STOP sign poles/posts to draw attention to the signs
during the nighttime conditions (for all directions). Per CAMUTCD 2A.21: "A
retroreflective strip may be used on regulatory and warning sign supports." The color of the
strip should match the background of the sign. Red color strips should be used for STOP sign
supports.
3. Replacement and Installation of Highly Reflective Neon Yellow Advance Stop Ahead
(W3-1) Signs along the north side of Fairgrove Avenue approximately 200-feet west of Lark
Ellen Avenue as well as along the east side of Lark Ellen Avenue approximately 500-feet
south of Fairgrove Avenue, as per CAMUTCD Section 2C.36.
4. Installation of white crosswalks with white ladder striping at the intersection of Fairgrove
Avenue and Lark Ellen Avenue, as per CAMUTCD section 3B.20-23.
5. Installation of 10' feet of red curb on the approach side of each STOP sign for approaching
vehicles to see the STOP sign (NB, SB, EB and WB), as per CAMUTCD Section 3B.19.
6. Installation of ADA Compliant Truncated Domes on the northeast and southeast comers of
the crosswalk of Fairgrove Avenue and Lark Ellen Avenue.
iii. Location 3: Merced Avenue and Lark Ellen Avenue
1. Based on the analysis and study completed, the intersection of Merced Avenue and Lark
Ellen Avenue meets the criteria for installation of flashing stop signs per the CAMUTCD,
City's criteria and based on collision history, field review, traffic counts, and engineering
judgment. It is recommended to remove and replace the existing Stop Signs and replace them
with Solar -Powered LED flashing Stop Signs (RI-1) (36"06") for all directions
east/west-bound travel along Merced Avenue as well as north/south-bound travel along Lark
Ellen Avenue. This measure will increase visibility of the stop signs for drivers (Per 2014
Federal Highway Administration's CAMUTCD section 2A.07 on Retroreflectivity and
Illumination) CAMUTCD Section 2B.03 Table 213-1. Install 4-Way Supplemental Plaques
(RI-3) under each of the STOP signs.
2. Install Red Retroreflective strip on all STOP sign poles/posts to draw attention to the signs
during the nighttime conditions (for all directions). Per CAMUTCD 2A.21: "A
retroreflective strip may be used on regulatory and warning sign supports." The color of the
strip should match the background of the sign. Red color strips should be used for STOP sign
supports.
3. Install a Highly Reflective Neon Yellow Advance Stop Ahead (W3-1) Sign along the north
side of Merced Avenue approximately 450-feet east of Lark Ellen Avenue for westbound
traffic along Merced Avenue per CAMUTCD Section 2C.36.
4. Install ladder crosswalks in yellow high visibility paint for all existing crosswalks at the
intersection per CAMUTCD section 313.20-23 on Pavement and Curb Markings. The spacing
of the lines should be striped to avoid vehicle wheel path.
iv. Location 4: Vine Avenue and Lark Ellen Avenue
1. The intersection of Vine Avenue and Lark Ellen Avenue meets the criteria for installation of
flashing stop signs per the CAMUTCD, City's criteria and based on collision history, field
review, traffic counts, and engineering judgment. It is recommended to remove and replace
the existing Stop Signs and replace them with Solar -Powered LED flashing Stop Signs
(RI-1) (36"06") for all directions for east/west-bound travel along Vine Avenue as we as
north/south-bound travel along Lark Ellen Avenue to call attention and improve visibility of
stop signs for drivers (Per 2014 Federal Highway Administration's CAMUTCD section
2A.07 on Retroreflectivity and Illumination) CAMUTCD Section 2B.03 Table 2B-1. Install
4-Way Supplemental Plaques (RI-3) under each of the STOP signs.
2. Install Red Retroreflective strip on all STOP sign poles/posts to draw attention to the signs
during the nighttime conditions (for all directions). Per CAMUTCD 2A.21: "A retroreflective
strip may be used on regulatory and warning sign supports." The color of the strip should
match the background of the sign. Red color strips should be used for STOP sign supports.
3. Remove the existing Stop Ahead (W3-1) sign along the eastside of Lark Ellen Avenue
approximately 300-feet south of Vine Avenue and replace with a Highly Reflective Neon
Yellow Advance Stop Ahead (W3-1) Sign for northbound traffic along Lark Ellen Avenue
per CAMUTCD Section 2C.36.
4. Install ladder crosswalks in white high visibility paint for all existing crosswalks at the
intersection per CAMUTCD section 313.20-23 on Pavement and Curb Markings. The spacing
of the lines should be striped to avoid vehicle wheel path.
5. Install 10' feet of red curb on the approach side to the eastbound and westbound STOP sign
for increased visibility of the STOP signs. CAMUTCD Section 3B.19.
v. Location 5: Walnut Creek Parkway and Glendora Avenue
1. Based on the analysis and study completed, the intersection of Walnut Creek Parkway and
Glendora Avenue does meet the criteria for installation of flashing stop signs per the
CAMUTCD, City's criteria and based on collision history, field review, traffic counts, and
engineering judgment. It is recommended to remove and replace the existing Stop Signs and
replace them with solar -powered LED flashing STOP (RI-1) signs (36" x 36") for all
directions for east/west-bound travel along Walnut Creek Parkway and north/south-bound
travel along Glendora Avenue. This aims to call attention and improve visibility of STOP
signs for drivers. (Per 2014 Federal Highway Administration's CAMUTCD Section 2A.07
On Retroreflectivity And Illumination) CAMUTCD Section 2B.03 Table 213-1.
2. Install 4-Way Supplemental Plaques (RI-3) under each of the STOP signs. Install Red
Retroreflective strip on all STOP sign poles/posts to draw attention to the signs during the
nighttime conditions (for all directions). Per CAMUTCD 2A.21: "A retroreflective strip may
be used on regulatory and warning sign supports." The color of the strip should match the
background of the sign. Red color strips should be used for STOP sign supports.
3. Replacement and install Highly Reflective Neon Yellow Advance Stop Ahead (W3-1) Signs
for all directions approaching the all way STOP intersection.
4. Install white crosswalks with white ladder striping for all existing crosswalk legs at the
intersection of Walnut Creek Parkway and Glendora Avenue per CAMUTCD Section
313.20-23 On Pavement And Curb Markings.
vi. Location 6: Cortez Street and Citrus Street
1. Based on the analysis and study completed, the intersection of Citrus Street and Cortez Street
does meet the criteria for installation of flashing stop signs per the CAMUTCD, City's
criteria and based on collision history, field review, traffic counts, and engineering judgment.
It is recommended to remove and replace the existing Stop Signs and replace them
with solar -powered led flashing STOP (RI-1) signs (36" x 36") for east/west-bound travel
along Cortez Street and for north/ south -bound travel along Citrus Street. This aims to call
attention and improve visibility of STOP signs for drivers. (Per 2014 Federal Highway
Administration's CAMUTCD Section 2A.07 On Retroreflectivity And Illumination)
CAMUTCD Section 2B.03 Table 211-1.)
2. Install 4-Way Supplemental Plaques (RI-3) under each of the STOP signs.
3. Install Red Retroreflective strip on all STOP sign poles/posts to draw attention to the signs
during the nighttime conditions (for all directions). Per CAMUTCD 2A.21: "A
retroreflective strip may be used on regulatory and warning sign supports." The color of the
strip should match the background of the sign. Red color strips should be used for STOP sign
supports.
4. Remove and replace the existing STOP ahead with a new highly reflective neon yellow
advance STOP ahead (W3-1) sign per CAMUTCD section 2C.36 approaching the
intersection on Cortez Street for eastbound traffic and approaching the intersection on Citrus
Street for northbound traffic.
5. Install white crosswalks with white ladder striping for all existing crosswalk legs at the
intersection of Cortez Street at Citrus Street. (Per CAMUTCD Section 3B.20-23 On
Pavement And Curb Markings).
6. Install approximately 10' of red curb for the eastbound STOP sign along the north side of
Cortez Street. Install approximately 10' of red curb for the westbound STOP sign along the
south side of Cortez Street (CAMUTCD Section 3B.19).
7. Install ADA compliant truncated domes on the northwest and southwest corners of the
crosswalk of Cortez Street at Citrus Street.
JuIX 13, 2021 Traffic Committee Meeting Approved Recommendations for City Council Consideration:
1. LINE OF SIGHT REVIEW FOR THE SCHOOL DRIVEWAY AT SOUTH HILLS ACADEMY
a. Request: The City of West Covina received a request to review the traffic and parking conditions along
Francisquito Avenue for the exit driveway located at South Hills Academy east of Glenview Road. The
traffic review evaluated the line of sight for vehicles exiting South Hills Academy and turning right onto
Francisquito Avenue to determine if additional red curb should be installed due to parked vehicles close to
the driveway. As part of the traffic review the following items were looked at: existing roadway
conditions, 5.5 years of collision history, and line of sight analysis at the driveway exit.
b. Review Standard: After a thorough review of existing field and traffic conditions and per the California
Manual on Uniform Traffic Control Devices (CAMUTCD), California Vehicle Code (CVC), based on
the traffic review and engineering judgment the traffic study concluded that the line of sight would
improve for exiting vehicles from the South Hills Academy driveway with the addition of some red curb
adjacent to the school driveway on Francisquito Avenue.
c. Recommendation: The Traffic Committee unanimously recommended the following items:
i. Red Curb Installation: Installation of 6 feet of red curb on the west side of the exit driveway per
CAMUTCD Section 313.19. There is approximately 135 feet of regular curb west of the exit
driveway. This will improve the line of sight for exiting vehicles onto Francisquito Avenue.
2. TRAFFIC REVIEW ALONG ROWLAND AVENUE BETWEEN VINCENT AVENUE AND LARK
ELLEN AVENUE
a. Request: The City of West Covina has received a resident request to review traffic calming options along
Rowland Avenue between Sunset Avenue and Vincent Avenue. The resident reported that vehicles may
be using this segment of Rowland Avenue as a cut through route to avoid the heavy traffic on the I-10
freeway. As part of the traffic review the following items were reviewed: existing roadway conditions,
5.5 years of collision history, 24-hour ADT traffic counts, and output from a 24-hour radar speed survey
was analyzed. The traffic review also included an analysis of the existing uncontrolled crosswalks at
Sunset Avenue and Rowland Avenue and at Hartley Street and Rowland Avenue.
b. Review Standard: After a thorough review of existing field and traffic conditions and per the California
Manual on Uniform Traffic Control Devices (CAMUTCD), California Vehicle Code (CVC), based on
the traffic review and engineering judgment, it was determined that additional traffic calming measures is
recommended to be installed along Rowland Avenue between Sunset Avenue and Vincent Avenue.
c. Recommendation: The Traffic Committee unanimously recommended the following items, along
Rowland Avenue between Sunset Avenue and Vincent Avenue:
i. 35 mph Pavement Legend: Install "35" Pavement Legend for both directions of traffic (east/west)
along the (north/south) side of Rowland Avenue opposite the existing speed limit signs along
Rowland Avenue between Sunset Avenue and Vincent Avenue.
ii. Replacement of Signage: Remove the existing 35MPH Speed Limit (R2-1) signs (30x30) and
replace it with oversized (3006) 35MPH Speed Limit Signs (R2-1) along Rowland Avenue
between Sunset Avenue and Vincent Avenue.
iii. Hartley Street and Rowland Avenue Signage Upgrade for the Existing Uncontrolled Crosswalk:
1. Install updated signage as follows: Install double sided 36"x36" Pedestrian Warning Signage
(W l 1-2) with a 24"xl2" downward facing arrow plaque (W 16-7P) underneath the WI 1-2
sign at the uncontrolled crosswalk at both corners of the crosswalk. The downward facing
arrow plaque (W 16-7P) and Pedestrian Warning Signage (W l 1-2) should be facing toward
the crosswalk per CAMUTCD Section 2C.50.
2. Install white Raised Pavement Markers (RPM) lining the crosswalk to increase visibility
during nighttime conditions for the uncontrolled crosswalk.
3. Approach Signage upgrade for the uncontrolled crosswalk at Hartley Street on Rowland
Avenue: Install "Yield Here to Pedestrian" signage (RI-5) per CAMUTCD Section
713.12 with advanced shark teeth yield lines in white paint approaching the south leg
uncontrolled crosswalk for both approaches on Rowland Avenue.
4. Install advanced Shark Teeth Yield lines in white paint approaching the uncontrolled
crosswalk at Hartley Street for both approaches on Rowland Avenue adjacent to the "Yield
Here to Pedestrian" signage (RI-5) at the intersection. For uncontrolled locations with more
than one lane in each direction of travel, advance yield lines (CAMUTCD Section 3B.16)
may be used with the "Yield Here to Pedestrians" signs (RI-5).
5. Install yellow retroreflective strips on all pedestrian sign posts on the ahead sign approaching
the crosswalk and for the signage at the crosswalk. These strips should be yellow and are to
draw attention to the pedestrian warning signs. Per CAMUTCD Section 2A.21: "a
retroreflective strip may be used on regulatory and warning sign supports." The color of the
strip should match the background of the sign.
6. Repaint the existing crosswalk at Hartley Street on Rowland Avenue in ladder striping in
white high visibility paint (spacing of lines selected to avoid wheel path).
7. Replace the existing non -conforming WI 1-2 pedestrian signs on Sunset Avenue approaching
Rowland Avenue for northbound and southbound traffic with updated WI 1-2 pedestrian
signs 36"x36" in fluorescent yellow -green signs with AHEAD (W 16-9p) also in fluorescent
yellow -green. CAMUTCD Section 2C.50.
iv. Rowland Avenue and Sunset Avenue Signage Upgrade for the Uncontrolled South Leg Crosswalk:
1. Install new signage only as follows, leaving the existing RRFB system as is: Install double
sided 36"x36" Pedestrian Warning Signage (WI 1-2) with a 24"xl2" downward facing arrow
plaque (W 16-7P) underneath the W l 1-2 sign at the uncontrolled crosswalk at both comers of
the crosswalk. The downward facing arrow plaque (W 16-7P) and Pedestrian Warning
Signage (WI 1-2) should be facing toward the crosswalk per CAMUTCD Section 2C.50.
2. Install white Raised Pavement Markers (RPM) lining the crosswalk to increase visibility
during nighttime conditions for the uncontrolled south leg crosswalk and for the east leg stop
controlled crosswalk at Sunset Avenue at Rowland Avenue.
3. Approach Signage upgrade for the uncontrolled south leg crosswalk at Sunset Avenue at
Rowland Avenue: Install "Yield Here to Pedestrian" signage (R1-5) per CAMUTCD Section
7B.12 with advanced shark teeth yield lines in white paint approaching the south leg
uncontrolled crosswalk for both approaches on Sunset Avenue at Rowland Avenue.
4. Install advanced Shark Teeth Yield lines in white paint approaching the south leg
uncontrolled crosswalk for both approaches on Sunset Avenue at Rowland Avenue adjacent
to the "Yield Here to Pedestrian" signage (RI-5) at the intersection. For uncontrolled
locations with more than one lane in each direction of travel, advance yield lines
(CAMUTCD Section 3B.16) may be used with the "Yield Here to Pedestrians" signs (RI-5).
5. Install yellow retroreflective strips on all pedestrian sign posts on the ahead sign approaching
the crosswalk and for the signage at the crosswalk. These strips should be yellow and are to
draw attention to the pedestrian warning signs. Per CAMUTCD Section 2A.21: "a
retroreflective strip may be used on regulatory and warning sign supports." The color of the
strip should match the background of the sign.
6. Repaint the existing crosswalks in ladder striping in white high visibility paint (spacing of
lines selected to avoid wheel path). Both crosswalks at the intersection should match.
7. Replace the existing faded STOP Sign at Rowland Avenue and Sunset Avenue with a
(36x36) STOP Sign with a CROSS TRAFFIC DOES NOT STOP Plaque mounted
underneath, along with a red reflective strip mounted to the STOP sign post.
8. Install White Side Stripes along the north and south sides of Rowland Avenue between
Sunset Avenue and Vincent Avenue approximately 8-feet from the curb, leaving 12-feet of
drivable street in each direction. Start striping east of Sunset Avenue and end Striping west of
Vincent Avenue.
3. TRAFFIC REVIEW ALONG STUART AVENUE AND HOLLY OAK DRIVE BETWEEN AZUSA
AVENUE TO LARK ELLEN AVENUE
a. Request: The City of West Covina received a request to review the traffic conditions and evaluate traffic
calming measures and signage along the segment of Holly Oak Drive and Stuart Avenue between Lark
Ellen Avenue to Azusa Avenue. The resident reported vehicles utilizing this segment as a shortcut to
Azusa Avenue or Lark Ellen Avenue instead of the adjacent Garvey Avenue. As part of the traffic
review the following items were looked at: existing roadway conditions, 5.5 years of collision history,
line of sight analysis, as well as a STOP sign evaluation at Stuart Avenue and Holly Oak Drive.
b. Review Standard: After a thorough review of existing field and traffic conditions and per the California
Manual on Uniform Traffic Control Devices (CAMUTCD), California Vehicle Code (CVC), based on
the traffic review and engineering judgment, it was determined that the segment would benefit from a
combination of traffic calming measures to increase motorist awareness of regulatory signage and
increase awareness for the posted speed limit along Holly Oak Drive and Stuart Avenue. The STOP sign
evaluation at Stuart Avenue and Holly Oak Drive did not meet STOP sign warrants as listed in the
CAMUTCD Section 2B.07.
c. Recommendation: The Traffic Committee unanimously recommended the following items:
i. Installation of "25MPH" Pavement Legends (4) next to the existing speed limit signs for the
eastbound and westbound directions on Holly Oak Drive and Stuart Avenue, CAMUTCD Section
313.20.
ii. Installation of a Left Arrow Sign (WI-6) above the east end Object Marker (OMl-3) along Holly
Oak Drive at the curve for eastbound traveling vehicles, as per CAMUTCD Section 2C.12.
iii. Installation of (2) 24"00" KEEP RIGHT (R4-7) signs at both tips of the east end raised median at
the intersection of Holly Oak drive and Stuart Avenue West as well as at the intersection of Holly
Oak Drive and Stuart Avenue East on existing poles within the island, as per CAMUTCD Section
213.20.
iv. Installation of (2) 24"x24" diamond shape reflective object markers (OMl-I) at the east end
median on the same pole as the keep right (R4-7) signs. Remove existing OM2-1 V object markers
on the west end median and install diamond shape reflective object markers (OMl-1) following
CAMUTCD Section 2C.63.
v. Installation of "island alert curb reflectors" at the beginning of each curb at the intersection of
Holly Oak drive and Stuart Avenue West as well as at the intersection of Holly Oak Drive and
Stuart Avenue East (both ends) and repaint curb in yellow paint to improve visibility of the raised
median.
vi. Replace existing faded STOP signs at both intersections of Stuart Avenue and Holly Oak Drive
(East and West Intersections) with STOP (RI-1) signs (30"xX0 at the stop -controlled leg, adding
TRAFFIC FROM LEFT DOES NOT STOP (W4-4aLp) plaque under each stop sign, per
CAMUTCD Section 2B.05.
vii. Installation of a new Stop Bar, STOP pavement legend, and new STOP (RI-1) sign (30"00")
along with a TRAFFIC FROM RIGHT DOES NOT STOP (W4-4aRp) plaque at the east and west
end intersections of Stuart Avenue and Holly Oak Drive, per CAMUTCD Section 2B.05.
viii. Repaint and install double yellow centerline at both intersections and install raised pavement
markers (RPMs) along both sides of the center lines. At the eastern intersection: Install
approximately 60-feet of double yellow centerline (north) and repaint approximately 35-feet of
existing yellow center line (south).
ix. Install RPMs along both sides of center lines. At the western intersection: Install approximately
48-feet of double yellow center line (north) and repaint approximately 45-feet of double yellow
center line (south). Install RPMs along both sides of center lines.
August 10. 2021 Traffic Committee Meeting Anoroved Recommendations for City Council Consideration
1. RED CURB REVIEW AT THE INTERSECTION OF AMANDA STREET AT SYCAMORE STREET
a. Request: The City of West Covina received a request to review the line of sight conditions at the
intersection of Amanda Street and Sycamore Street to improve visibility of vehicles turning from
Sycamore Street onto Amanda Street. As part of the traffic review the following items were looked at:
existing roadway, parking conditions, and a line sight analysis at Amanda Street and Sycamore Street.
b. Review Standard: After a thorough review of existing field and traffic conditions and per the California
Manual on Uniform Traffic Control Devices (CAMUTCD), California Vehicle Code (CVC), based on
the traffic review and engineering judgment, it was determined that red curb be installed on the south side
of Amanda Street, east and west of Sycamore Street. The addition of red curb will improve the visibility
for vehicles turning from Sycamore Street onto Amanda Street.
c. Recommendation: The Traffic Committee unanimously recommended the following items these
measures will increase visibility of vehicles traveling along Sycamore Street:
i. Installation of approximately 15 feet of red curb along the south side of Amanda Street, east of the
Sycamore Street to improve the line of sight for vehicles turning onto Amanda Street. This will
remove approximately 1 parking space along the south side of Amanda Street, CAMUTCD
(Section 3B.19).
ii. Installation of 15 feet of red curb along the south side of Amanda Street, west of the Sycamore
Street in front of the fire hydrant to remind motorist to park 15 feet form a fire hydrant, CVC
(Section 22514). This will improve the line of sight for vehicles turning onto Amanda Street.
2. TRAFFIC REVIEW AT THE INTERSECTION OF CAMERON AVENUE AT S PIMA AVENUE
a. Request: The City of West Covina received a request to review the existing uncontrolled crosswalk in the
east leg at the intersection of Cameron Avenue at Pima Avenue across from Cameron Elementary
School. The review consisted of evaluating the existing in -road pedestrian crosswalk lighting system and
determining replacement of it with a Rectangular Rapid Flashing Beacon (RRFB) system. The placement
of all traffic control devices is dictated by engineering judgment and based on guidelines found in the
CAMUTCD (California Manual on Uniform Traffic Control Devices) and the CVC (California Vehicle
Code). As part of the traffic review the following items were reviewed: existing roadway conditions,
field observations, and 5.5 years of collision history.
b. Review Standard: After a thorough review of existing field and traffic conditions and per the California
Manual on Uniform Traffic Control Devices (CAMUTCD), California Vehicle Code (CVC), based on
the traffic review and engineering judgment, it was determined that the existing school crossing should
be updated with signage, striping, and the existing in road lighting system be replaced with an upgraded
RRFB system.
c. Recommendation: The Traffic Committee unanimously recommended the following items to enhance the
existing uncontrolled east leg school crosswalk at Cameron Avenue and Pima Avenue:
i. Remove and replace the existing in -road light system and pedestrian signage on Cameron Avenue
at South Pima Avenue and replace it with a Rectangular Rapid Flashing Beacon (RRFB) system on
both sides of the crosswalk.
ii. Signage included as part of the RRFB system should be installed as follows: install double sided
36"x36" School Crossing Signage (S 1-1) with a 24"xl2" downward facing arrow plaque (WI 6-7P)
underneath the Sl-1 sign at the uncontrolled marked school crosswalk at both comers of the
crosswalk. The downward facing arrow plaque (W16-7P) and school crossing signage (Sl-1)
should be facing toward the crosswalk per CAMUTCD Section 7B.12.
iii. Repaint the existing east leg uncontrolled crosswalk in ladder striping in yellow high visibility paint
(spacing of lines selected to avoid wheel path) at the intersection of Cameron Avenue and S Pima
Avenue.
iv. Install yellow Raised Pavement Markers (RPM) lining the crosswalk to increase visibility during
nighttime conditions.
v. Install "Yield Here to Pedestrian" signage (RI-5) per CAMUTCD Section 7B.12. with advanced
shark teeth yield lines in white paint approaching the east leg uncontrolled crosswalk for both
approaches on Cameron Avenue.
vi. Install advanced Shark Teeth Yield lines in white paint approaching the east leg uncontrolled
crosswalk for both approaches on Cameron Avenue adjacent to the "Yield Here to Pedestrian"
signage (RI-5) at the intersection. For uncontrolled locations with more than one lane in each
direction of travel, advance yield lines (CAMUTCD Section 3B.16) may be used with the "Yield
Here to Pedestrians" signs (RI-5).
vii. Install 36"x36" advanced School Crossing Ahead Warning signage (SI-1) and install 24"xl2"
"AHEAD" plaque (W 16-9p) underneath the S 1-1 sign for both approaches leading to the east leg
uncontrolled crosswalk on Cameron Avenue to let drivers know of the upcoming uncontrolled
crosswalk.
viii. Install retroreflective strips on all sign posts on the ahead sign approaching the crosswalk and for
the signage at the crosswalk. These strips should be yellow and are to draw attention to the
pedestrian warning signs. Per CAMUTCD Section 2A.21: "a retroreflective strip may be used on
regulatory and warning sign supports." The color of the strip should match the background of the
sign.
3. TRAFFIC REVIEW AT THE INTERSECTION OF CAMERON AVENUE AND EASTHILLS DRIVE
a. Request: The City of West Covina received a request to review the traffic conditions at the intersection of
Cameron Avenue and Easthills Drive to evaluate traffic engineering options to aid exiting vehicles from
Easthills Drive onto Cameron Avenue. As part of the traffic review the following items were looked at:
existing roadway conditions, field assessment, 5.5 years of collision history, a peak hour count at
Cameron Avenue and Easthills Drive was conducted, along with a radar speed survey and ADT count.
b. Review Standard: After a thorough review of existing field and traffic conditions and per the California
Manual on Uniform Traffic Control Devices (CAMUTCD), California Vehicle Code (CVC), based on
the traffic review and engineering judgment, it was determined that the traffic study concluded that the
intersection of Cameron Avenue at Easthills Drive would benefit from traffic improvements and upgrades.
c. Recommendation: The Traffic Committee unanimously recommended the following items:
i. Installation of Side Road Intersection signs (W2-2(L&R)) for eastbound and westbound traffic
along Cameron Avenue leading up to the intersection with Easthills Drive, per CAMUTCD Section
2C.11.
ii. Installation of CROSS TRAFFIC DOES NOT STOP (plaque) (W4-4p) beneath both existing Stop
signs at the intersection of Easthills Drive at Cameron Avenue, per CAMUTCD Section 2C.59.
iii. Installation of "Island alert curb reflectors" at the outside portion of the curb and repaint raised
median island in retroreflective yellow paint to improve visibility at the intersection of Easthills
Drive and Cameron Avenue, per CAMUTCD Section 3I.04.
iv. Installation of Solar Powered Radar Speed Feedback signs on Cameron Avenue West of Grand
Avenue midblock and East of Bananca Street midblock per CAMUTCD Section 2B.13.19. The
Solar Powered Radar Speed Feedback sign should be installed on the same post as existing 45
MPH speed limits signs.
v. Installation of reflective Channelizers around both islands located at the intersection of Cameron
Avenue at Easthills Drive. These yellow flexible channelizer posts with white retroreflective units
in a breakaway anchor should be placed around the perimeter of both islands, per CAMUTCD
Section 3H.01, Section 3I.03, and Section 3I.05. Channelizers may be used for additional emphasis
to discourage median crossings at traffic islands and at lane separations. See CAMUTCD Section
3H.01 and Figure 31-1-101 (CA) for specifications.
vi. Repaint striping, stop and stop bar leading into intersection along Easthills Drive at Cameron
Avenue.
4. LINE OF SIGHT REVIEW AT THE INTERSECTION OF MERCED AVENUE AT GRETTA
AVENUE
a. Request: The City of West Covina received a request to review line of sight conditions at the intersection
of Merced Avenue and Gretta Avenue. The resident is requesting that red curb be added on the northeast
corner of Merced Avenue near Gretta Avenue to increase visibility for vehicles making turns from Gretta
Avenue onto Merced Avenue. As part of the traffic review the following items were reviewed: existing
roadway conditions, 5.5 years of collision history, and line of sight.
b. Review Standard: After a thorough review of existing field and traffic conditions and per the California
Manual on Uniform Traffic Control Devices (CAMUTCD), California Vehicle Code (CVC), based on
the traffic review and engineering judgment, it was determined that the over -grown trees and bushes
blocking the intersection located in the public right of way be trimmed and that red curb should be
installed along the northeast curb of Merced Avenue and Gretta Avenue intersection to prevent vehicles
from parking too close to the comer. The red curb will improve the line of sight for vehicles exiting
Gretta Avenue onto Merced Avenue.
c. Recommendation: The Traffic Committee unanimously recommended the following items:
i. Contact the West Covina Maintenance Division to request trimming of any over -grown trees and
bushes located in the public right of way that may be blocking the intersection.
ii. Install approximately 20-feet of red curb along the north side of Merced Avenue beginning from
the end of curve at of Merced Avenue and Gretta Avenue. The red curb will improve line -of -sight
for left turning vehicles and will prevent vehicles from parking too close to Gretta Avenue.
CAMUTCD Section 313.23, CAMUTCD Section 313.19, and CVC Section 22500.
iii. This will remove approximately 1 parking space and leave a remaining 65-feet of regular curb
along the north side of Merced Avenue, just east of Gretta Avenue.
iv. Repaint STOP Street Markings and Stop Bar located on southbound Gretta Avenue approaching
Merced Avenue.
v. Add "Cross Traffic Does Not Stop" (W44P) plaque under the existing STOP sign (R1-1) for
southbound traffic on Gretta Avenue. CAMUTCD Section 2C.59.
5. TRAFFIC REVIEW ALONG AZUSA AVE AT GARVEY AVE NORTH
a. Request: The City of West Covina received a request to review the northbound right turn only lane on
Azusa Avenue at Garvey Avenue North. The request was to conduct a traffic review of the northbound
right turn only lane on Azusa Avenue at Garvey Avenue to evaluate deterring vehicles in that lane from
merging to the through lane continuing north on Azusa Avenue. As part of the traffic review the
following items were looked at: a review of the existing roadway conditions and 5 years of collision
history. Peak hour traffic counts as well as a review of the speed sample obtained from the 2017
Citywide Speed Survey were also analyzed. This item was first presented to the Traffic Committee for
discussion during the May 8, 2021 Meeting, and brought back with recommendations to the August 10,
2021 Traffic Committee Meeting.
b. Review Standard: After a thorough review of existing field and traffic conditions and per the California
Manual on Uniform Traffic Control Devices (CAMUTCD), California Vehicle Code (CVC), based on
the traffic review and engineering judgment, it was determined that the intersection of Azusa Avenue at
Garvey Avenue North would benefit from upgraded pavement markings and flexible channelizers to
increase driver awareness that the northbound far -right turn only lane on Azusa Avenue heading
northbound is for right turn only traffic and not through movements.
c. Recommendation: The Traffic Committee unanimously recommended the following items:
i. Install Lane Line Extension pavement markings that separate the far -right northbound right turn
lane from other lanes along Azusa Avenue, at the intersection of Garvey Avenue North, in order to
provide drivers with an additional reminder that the far -right lane is for right turn only movements.
ii. Install Lane Line Extension pavement markings at the intersection of Azusa Avenue and Garvey
Avenue North for right turning vehicles from Azusa Avenue onto Garvey Avenue North. Lane line
extensions in the intersection should be solid white lines at the same width as the line markings
they extend in reflective white paint, per CAMUTCD Section 313.08.
iii. Install Flexible Channelizers on top of added white line extension that separates the far -right
northbound right turn lane from the other lane. 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, per CAMUTCD 311.01.
6. TRAFFIC REVIEW AT THE INTERSECTION OF WILLOW AVENUE AND MERCED AVENUE
a. Request: The City of West Covina received a request to review the traffic and parking conditions at the
corner of Willow Avenue and Merced Avenue due to difficulty in entering/existing the driveway as well
as conduct a traffic review of the intersection. This intersection is an all -way STOP controlled
intersection. As part of the traffic review the following items were looked at: existing roadway and
parking conditions, traffic analysis, and a 5-year collision history.
b. Review Standard: After a thorough review of existing field and traffic conditions and per the California
Manual on Uniform Traffic Control Devices (CAMUTCD), California Vehicle Code (CVC), based on
the traffic review and engineering judgment, it was determined that red curb be installed on the northwest
side of Willow Avenue between the existing crosswalk and the driveway located at the 1211 S Willow
Avenue property. This will not impact parking, and it will prevent vehicles from encroaching into the
resident's driveway. It was also recommended to paint red curb between all existing Stop signs and
existing crosswalk lines at the intersection of Willow Avenue and Merced Avenue, as well as update the
existing signage and pavement striping at the 4-Way Stop controlled intersection.
c. Recommendation: The Traffic Committee unanimously recommended the following items:
i. Paint approximately 20 feet of red curb east of the driveway located at the 1211 Willow Avenue
property per CAMUTCD Section 313.19, CVC Section 22500.
ii. Paint 20 feet of red curb on the approach side of each STOP sign to improve visibility for
approaching vehicles of the STOP sign and to improve the view of pedestrians per CAMUTCD
Section 3B.19.
iii. Remove and replace the existing faded STOP Ahead Signs (W3-1) with highly reflective neon
yellow advance STOP Ahead (W3-1) signs per CAMUTCD Section 2C.36
iv. Repaint STOP ahead pavement legends and existing crosswalks with ladder stripes: Refresh
existing STOP ahead pavement legends for all directions of travel along Merced Avenue and
Willow Avenue as well as repaint existing crosswalks with white paint and ladder striping per
CAMUTCD Section 3B.20 and CAMUTCD Figure 313-19(CA)
v. Remove and replace the existing STOP signs with reflective 30"00" STOP (R1-1) signs at each
approach and the mini -islands, adding a 4-way plaque under each STOP sign, and adding reflective
posts in red reflective tape for each direction at the intersection of Willow Avenue and Merced
Avenue, to improve visibility of stop signs for drivers per CAMUTCD Section 213.03 Table 213-1
vi. Install red reflective strips all STOP sign posts for all directions: Place red reflective strips on post
of the (6 qty) STOP signs at the intersection of Willow Avenue and Merced Avenue per
CAMUTCD Section 2A.07
vii. Repaint mini -islands curbs located along Merced Avenue for both directions: Install "Island alert
curb reflectors" at the outside portion of the curb and repaint raised median island in retroreflective
yellow paint to improve visibility per CAMUTCD Section 3I.04. These reflectors increase visibility
for nighttime driving.
viii. Restripe the centerline in all directions and yellow channelizing lines leading to the mini -islands.
ix. Replace damaged RPMs with new yellow RPMs approaching the mini -islands: Remove the
damaged sets of RPMs and replace with new Yellow RPMs leading up to the mini islands located
along Merced Avenue in both directions.
FINANCE DEPARTMENT
4) CONSIDERATION OF CONTRACT FOR AN ENTERPRISE RESOURCE PLANNING SYSTEM
It is recommended that the City Council:
1. Award contract for Request for Proposals ("RFP") No. 13-008 for an Enterprise Resource Planning ("ERP")
System to Tyler Technologies Inc.
2. Authorize the City Manager to negotiate and execute an agreement with Tyler Technologies Inc., in
substantially the form attached and in such final form as approved by the City Attorney; and
3. Approve a purchase order to Tyler Technologies Inc. totaling $871,436 for the software licenses, annual fees,
data conversion, implementation services, and estimated travel associated with the software conversion.
4. Authorize up to a 25% contingency allocation, totaling $217,589, for additional applications, services, and data
conversions deemed necessary to ensure a fully functional system.
5. Authorize the remaining project budget, in the amount of $410,975, for other products and services necessary to
ensure successful migration to the new software including but not limited to project management, additional
hardware or software, and infrastructure upgrades. Products and services to be rendered by undetermined
vendors following the City's procurement requirements.
6. Authorize the City Manager to approve any and all purchases and execute any and all agreements for products
and services within the remaining project budget of $410,975.
FIRE DEPARTMENT
5) CONSIDERATION OF PURCHASE OF FIRE DEPARTMENT FLEET VEHICLES, ACCEPTING STATE
BUDGET FUNDING AND APPROVING BUDGET AMENDMENT
It is recommended that the City Council take the following actions:
1. In accordance with West Covina Municipal Code Chapter 2, Article VII, Division 2, Sec. 2-333(i)(2), and the
findings of the West Covina Finance Department/Purchasing Officer, find that the Sourcewell/72 Hour LLC
dba: National Auto Fleet Group Contract #060920-NAF satisfies West Covina's bidding requirements and
authorize the purchase of two (2) 2022 Dodge Ram Chassis with Leader ambulance upfit to complete two (2)
rescue ambulances in the amount of $556,252.33 with a 15% contingency (including sales tax, delivery, and
options) from National Auto Fleet Group.
2. In accordance with West Covina Municipal Code Chapter 2, Article VII, Division 2, Sec. 2-333(i)(2), and the
findings of the West Covina Finance Department/Purchasing Officer, find that the Soureewell/Pierce
Manufacturing Inc., Contract #022818-PMI satisfies West Covina's bidding requirements and authorize the
purchase of two (2) Pierce Arrow XT Fire Engines and one (1) Pierce Arrow XT 107' Quint capable Truck
company, in the amount of $3,646,991.86 (including sales tax, delivery, and options) from Pierce
Manufacturing Inc. Prepayment to obtain additional discounts.
3. In accordance with West Covina Municipal Code Chapter 2, Article VII, Division 2, Sec. 2-333(i)(2), and the
findings of the West Covina Finance Department/Purchasing Officer, find that the Sourcewell/72 Hour LLC
dba: National Auto Fleet Group Contract #120716-NAF satisfies West Covina's bidding requirements, and
authorize the purchase of one (1) 2022 Chevy Special Service Vehicle in the amount of $79,841.51 (including
sales tax, delivery, and options) from National Auto Fleet Group.
4. Accept and appropriate the 2021 State Budget Funding for the City of West Covina (AB 170, Section 174, Fire
and Public Safety which can be found on page 349), in the amount of $350,000 for West Covina Fire
Department for the purchase of fire engines and authorize the City Manager to execute all related agreements,
and
5. In accordance with West Covina Municipal Code Chapter 2, Article VII, Division 2, Sec. 2-333(i)(2), and the
findings of the West Covina Finance Department/Purchasing Officer, find that the GSA Contract No.
GS-35F-0143R satisfies West Covina's bidding requirements, and authorize the purchase of mobile data
communications equipment in the amount of $20,894.79 from Acura Systems International Inc., to be installed
by Leader Emergency Vehicles in the new ambulances and Pierce Manufacturing Inc. in new fire apparatus.
6. Adopt the attached resolution authorizing the necessary budget amendment:
RESOLUTION NO.2021-100 - A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WEST
COVINA, CALIFORNIA, ADOPTING A BUDGET AMENDMENT FOR THE FISCAL YEAR
COMMENCING JULY 1, 2021, AND ENDING JUNE 30, 2022 (2021 STATE BUDGET FUNDING AB
170/RECOVERY FUNDS)
I1I DI\:71�[!3y
PUBLIC HEARINGS
6) CONSIDERATION OF A MITIGATED NEGATIVE DECLARATION OF ENVIRONMENTAL IMPACT,
GENERAL PLAN AMENDMENT NO. 20-03, ZONE CHANGE NO.20-04, PRECISE PLAN NO. 20-48,
TREE REMOVAL PERMIT NO.21-12, TENTATIVE PARCEL MAP NO.83444, AND DEVELOPMENT
AGREEMENT NO.21-01 TO RE -PURPOSE AN EXISTING 177,240 SQUARE FOOT BUILDING AS AN
AMAZON DELIVERY STATION AT 1211 BADILLO STREET
It is recommended that the City Council conduct a public hearing, and thereafter adopt the following resolutions:
RESOLUTION NO.2021-103 - A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WEST
COVINA, CALIFORNIA, CERTIFYING THE MITIGATED NEGATIVE DECLARATION OF
ENVIRONMENTAL IMPACT FOR GENERAL PLAN AMENDMENT NO 20-03, ZONE CHANGE
NO.20-04, PRECISE PLAN NO.20-48, TENTATIVE PARCEL MAP NO. 83444, AND
DEVELOPMENT AGREEMENT NO.21-01, PURSUANT TO THE CALIFORNIA
ENVIRONMENTAL QUALITY ACT OF 1970, AS AMENDED.
RESOLUTION NO.2021-106- A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WEST
COVINA, CALIFORNIA, APPROVING GENERAL PLAN AMENDMENT NO.20-03 TO CHANGE
THE GENERAL PLAN DESIGNATION AT 1211 E. BADILLO STREET FROM CIVIC: PUBLIC
INSTITUTION TO INDUSTRIAL
RESOLUTION NO.2021-104- A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WEST
COVINA, CALIFORNIA, APPROVING PRECISE PLAN NO.20-08 AND TREE REMOVAL
PERMIT NO.21-12 AT 1211 E. BADILLO STREET
RESOLUTION NO.2021-105 - A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WEST
COVINA, CALIFORNIA, APPROVING OF TENTATIVE PARCEL MAP NO.83444 AT 1211 E.
BADILLO STREET
It is recommended that the City Council conduct the public hearing and then introduce, by title only, further reading
waived, the following Ordinances:
ORDINANCE NO. 2489 - AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF WEST
COVINA, CALIFORNIA, APPROVING ZONE CHANGE NO.20-04 TO CHANGE THE ZONING
DESIGNATION AT 1211 E. BADILLO STREET TO MANUFACTURING (M-1)
ORDINANCE NO. 2490 - AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF WEST
COVINA, CALIFORNIA APPROVING DEVELOPMENT AGREEMENT NO.21-01, A
DEVELOPMENT AGREEMENT BETWEEN THE CITY OF WEST COVINA AND AG WEST
COVINA OWNERS LLC FOR THE DEVELOPMENT OF THE AMAZON DELIVERY STATION
DAX9PROJECT
7) CONSIDERATION OF ZONE CHANGE NO.20-04 AND ADOPTION OF ORDINANCE NO.2473, CODE
AMENDMENT RELATED TO RESIDENTIAL -AGRICULTURE (R-A) AND SINGLE-FAMILY
RESIDENTIAL (R-1) STANDARDS
It is recommended that the City Council adopt the following Ordinance:
ORDINANCE NO. 2473 - AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF WEST
COVINA, CALIFORNIA APPROVING CODE AMENDMENT NO.20-04, CODE AMENDMENT
RELATED TO RESIDENTIAL -AGRICULTURE (R-A) AND SINGLE-FAMILY RESIDENTIAL (R-1)
STANDARD
MAYOR/COUNCILMEMBERS REPORTS
AB 1234 Conference and Meeting Report (verbal, if any)
(In accordance with AB 1234, Councilmembers shall make a briefreport or file a written report on any
meeting/event/conference attended at City expense)
CITY COUNCIL REQUESTS FOR REPORTS. STUDIES OR INVESTIGATION
(Per City of West Covina Standing Rules 4 f - Requests for reports, studies, or investigations that are not readily available
must beplaced on the City Council/Successor Agency agenda as items of business and must be approved by a majority of
the City Council/Successor Agency Board.)
CITY COUNCIL COMMENTS
Next Tentative City Council Meeting
Regular Meeting November 2, 2021 7:00 PM
11 RULES OF DECORUM
The following are excerpts from the West Covina Municipal Code.:
Sec. 2-48. Manner of addressing council; time limit; persons addressing may be swom.
& Each person addressing the council shall step up to the rostrum, shall give his or her name and city of residence in an audible tone of voice for the
record and unless further time is granted by the council, shall limit his or her address to five (5) minutes.
b The city council may establish a limit on the duration of oral communications.
C. All remarks shall be addressed to the council as a body and not to any member thereof No person, other than the council and the person having the
floor, shall be permitted to enter into any discussion, either directly or through a member of the council, without the permission of the presiding officer.
No question shall be asked of a councilmember except through the presiding officer.
d The presiding officer may require any person to be sworn as a witness before addressing the council on any subject. Any such person who, having
taken an oath that he or she will testify truthfully, willfully and contrary to such oath states as true any material matter which he knows to be false may
be held to answer criminally and subject to the penalty prescribed for perjury by the provisions of the Penal Code of the state.
Sec. 2-50. Decorum --Required.
& while the council is in session, the members shall preserve order and decorum, and a member shall neither, by conversation or otherwise, delay or
disrupt the proceedings or the peace of the council nor interrupt any member while speaking or refuse to obey the orders of the council or its presiding
officer, except as otherwise herein provided.
b Members of the public shall not willfully disrupt the meeting or act in a manner that actually impairs the orderly conduct of the meeting. For the
purposes of this code, "willfully disrupt' includes, but is not limited to, continuing to do any of the following after being warned by the Mayor that
continuing to do so will be a violation of the law:
8 Addressing the Mayor and City Council without first being recognized.
b Persisting in addressing a subject or subjects, other than that before the Mayor and City Council.
0 Repetitiously addressing the same subject.
d Failing to relinquish the podium when directed to do so.
0 From the audience, interrupting or attempting to interrupt, a speaker, the Mayor, a council member, or a staff member or shouting or attempting
to shout over a speaker, the Mayor, a council member or a staff member.
i As a speaker, interrupting or attempting to interrupt the Mayor, a council member, or a staff member, or shouting over or attempting to shout
over the Mayor, a council member, or a staff member. Nothing in this section or any rules of the council shall be construed to prohibit public
criticism of the policies, procedures, programs, or services of the City or of the acts or omissions of the City Council. It shall be unlawful to
violate the provisions of this Section.
If any subsection, sentence, clause, or phrase or word of this Section 2-50 is for any reason held to be invalid or unconstitutional, such decision shall not affect
the validity of the remaining portions of this Section. The City Council hereby declares that it would have passed this section and each subsection, sentence,
clause and phrase thereof, irrespective of the fact that any one or more subsections, sentences, clauses, phrases or words had been declared invalid or
unconstitutional.
See. 2-52. Persons authorized to be within council area.
No person, except city officials, their representatives and members of the news media shall be permitted within the rail in front of the council chamber without
the express consent of the council.
The following are excerpts from the Penal Code
148(a) (1) Every Person who willfully resists, delays, or obstructs any public officer, peace officer, or an emergency medical technician, as defined in Division
2.5 (commencing with Section 1797) of the Health and Safety code, in the discharge or attempt to discharge any duty of his or her office or employment, when
no other punishment is prescribed, shall be punished by a fine not exceeding one thousand dollars ($1,000), or by imprisonment in a countyjail not to exceed
one year, or by both that fine and imprisonment.
403 Every person who, without authority of law, willfully disturbs or breaks up any assembly or meeting that is not unlawful in its character, other than an
assembly or meeting referred to in Section 303 of the Penal Code or Section 18340 of the Elections Code, is guilty of a misdemeanor.