Beverly Hills City Council
February 4, 2026

AGENDA REPORT
Meeting Date: February 4, 2026
Item Number:

To: Honorable Mayor & City Council
From: Daren Grilley, Assistant Director of Public Works/City Engineer Jessie Holzer Carpenter, PTP, Transportation Manager
Subject: PLANNED INSTALLATION OF ALL-WAY STOP CONTROL AT

WHITWORTH DRIVE/OAKHURST DRIVE
Attachments: 1. January 6, 2026, Traffic and Parking Commission Staff Report

RECOMMENDATION
This report is for information only.

INTRODUCTION
On January 6, 2026, the Traffic and Parking Commission approved the establishment of all-way stop control at the intersection of Whitworth Drive and Oakhurst Drive. Per Section 7-1-3(A) of the Beverly Hills Municipal Code, the Traffic and Parking Commission has the authority to install or remove stop signs within the city.

DISCUSSION
As described in Attachment 1, the City received multiple community requests for all-way stop control at the Whitworth Drive/Oakhurst Drive intersection due to the high volumes of pedestrian and vehicular traffic navigating this intersection, especially during the Harkem Hillel Hebrew Academy arrival and departure times; drivers speeding to the signal at Whitworth Drive/Doheny Drive; limited visibility of north-south drivers due to the presence of on-street parked vehicles; lack of driver awareness of pedestrians crossing Whitworth Drive; and frequent observations of collisions by residents.

In response to the influx of community requests, the City completed a traffic study to review potential all-way stop control at Whitworth Drive/Oakhurst Drive. While the intersection does not meet the primary traffic volume and collision warrants established in the California Manual on Uniform Traffic Control Devices (CA MUTCD), it does meet several other CA MUTCD criteria that may be considered, including the need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes, BEVERL
HILLS
Meeting Date: February 4, 2026

stopping sight distance limitations, and traffic operational characteristics of similar residential streets. Staff presented the results of the traffic study to the Traffic and Parking Commission on January 6, 2026 (Attachment 1), and the Commission voted 5-0 to approve the establishment of all-way stop control.

FISCAL IMPACT
The cost of installing the necessary signage and markings is available in the approved budget for the Annual Street Sign and Striping CIP (No. 00863).

Shana Epstein,
Director of Public Works
Approved By
Attachment 1

CITY OF BEVERLY HILLS

PUBLIC WORKS DEPARTMENT

TRAFFIC AND PARKING COMMISSION
TO: Traffic and Parking Commission
FROM: Jessie Holzer Carpenter, PTP, Transportation Planner DATE: January 6, 2026
SUBJECT: Request for Approval of All-way Stop Control at Whitworth Drive/Oakhurst Drive
ATTACHMENT: 1. Turning Movement Counts

2. Speed Survey

3. Public Notice

RECOMMENDATION
Staff recommends that the Traffic and Parking Commission approve the establishment of all-way stop control at the intersection of Whitworth Drive and Oakhurst Drive.

INTRODUCTION
This report summarizes an evaluation of all-way stop control at Whitworth Drive/Oakhurst Drive and outlines how all-way stop control at this intersection meets multiple criteria established in the California Manual on Uniform Traffic Control Devices (CA MUTCD).

Per section 7-1-3(A) of the Beverly Hills Municipal Code, the Traffic and Parking Commission has the authority to install or remove stop signs within the city.

BACKGROUND
The City has received multiple recent requests from residents for all-way stop control at the Whitworth Drive/Oakhurst Drive intersection. Reasons for the requests include the high volumes of pedestrian and vehicular traffic navigating this intersection, especially during school arrival and departure times; drivers speeding to the signal at Whitworth Drive/Doheny Drive; limited visibility of north-south drivers due to the presence of on-street parked vehicles; lack of driver awareness of pedestrians crossing Whitworth Drive; and frequent observations by residents of collisions.

Whitworth Drive and Oakhurst Drive are local residential streets that intersect at the southern boundary of Beverly Hills. Whitworth Drive runs east-west, while Oakhurst Drive extends northsouth; both streets accommodate a single travel lane in each direction with on-street parking. The boundary between Beverly Hills and Los Angeles is approximately along the center of Whitworth Drive. Traffic control at this location consists of stop signs governing both directions of Oakhurst Drive, while Whitworth Drive is uncontrolled in both directions.

The Harkem Hillel Hebrew Academy, serving students from Pre-Nursery (age two) through Middle School, is situated approximately 500 feet north of the intersection. Although a crossing guard is stationed at Whitworth Drive and Doheny Drive, many students and families utilize the Whitworth Drive/Oakhurst Drive intersection as a pedestrian route to and from campus. The school directs carpool traffic eastbound on Olympic Boulevard, then south on Doheny Drive to the designated loading zone. Once they have dropped off or picked up students, drivers naturally proceed westbound on Whitworth Drive, passing through the Whitworth Drive/Oakhurst Drive intersection.

DISCUSSION
In spring 2025 after receiving an influx of resident requests, the City initiated a traffic study to review potential all-way stop control at the Whitworth Drive/Oakhurst Drive intersection.

The CA MUTCD has warrants that should be considered when deciding to install all-way stop control, including vehicle/pedestrian volumes and collision history. It also identifies other potential criteria that may be considered, including:
• The need to control left-turn conflicts;
• The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes;
• Locations where a road user, after stopping, cannot see conflicting traffic and is not able to negotiate the intersection unless conflicting cross traffic is also required to stop; and • An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristics where multi-way stop control would improve traffic operational characteristics of the intersection.

The intersection of Whitworth Drive/Oakhurst Drive does not meet the traffic volume and collision warrants for all-way stop control, but it is important to note that neither the Beverly Hills nor Los Angeles Police Department files reports for non-injury crashes. The CA MUTCD does not specify the severity of collisions required to satisfy the warrant and given the frequency at which residents observe property damage only crashes, it is possible that this warrant would be satisfied if all collisions were reported. However, the Whitworth Drive/Oakhurst Drive intersection does meet several of the other criteria that may be considered.

The following sections discuss which CA MUTCD considerations are met to support establishment of all-way stop control at Whitworth Drive/Oakhurst Drive. Additionally, the Los Angeles Department of Transportation (LADOT) has indicated support for all-way stop control at this intersection and that they are preparing formal documentation that conditions meet their established all-way stop control guidelines.

Vehicle and Pedestrian Conflicts
First, there is a need to control vehicle and pedestrian conflicts near the school, which generates high pedestrian volumes. Like other east-west streets in Beverly Hills, Whitworth Drive experiences neighborhood cut-through traffic from drivers avoiding congestion on major boulevards. As shown in Attachment 1, on weekdays between 7 AM and 7 PM, almost 4,000 vehicles traverse this intersection. The periods with the highest vehicle volumes are the morning commute period from 7-9 AM (663 vehicles), the afternoon student departure period from 3-5 PM (1,119 vehicles), and the evening commute period from 5-7 PM (966 vehicles). During the morning commute period from 7-9 AM, approximately 57% of vehicles traveling through the intersection are heading westbound and during the afternoon commute period from 5-7 PM, approximately 60% of vehicles traveling through the intersection are heading eastbound, which is consistent with commuter travel patterns.

On weekdays between 7 AM and 7 PM, almost 500 pedestrians also traverse this intersection, and they must navigate the currently uncontrolled east-west traffic. While vehicle volumes are moderately higher than similar intersections, pedestrian volumes are significantly higher, thus the potential for conflict is also much higher. During the morning commute period from 7-9 AM, which overlaps with student arrival times, there are approximately 663 vehicles traveling through the intersection, 78% of which are traveling in the east-west direction; during this period, there are also 85 pedestrians crossing. Similarly, between 3-5 PM, which includes student departure times, there are approximately 1,119 vehicles traveling through the intersection, 83% of which are traveling in the east-west direction; during this period, there are also 102 pedestrians crossing.

During the afternoon commute period from 5-7 PM, there are approximately 966 vehicles traveling through the intersection, 84% of which are traveling in the east-west direction; during this period, there are also 82 pedestrians crossing.

All-way stop control would help reduce conflicts, especially during school arrival and departure times, between pedestrians walking to and from school, drivers exiting the carpool line via westbound Whitworth Drive, and drivers using Whitworth Drive during peak commute hours.

Stopping Sight Distance
Second, when vehicles are parked on Whitworth Drive near the intersection, it can be challenging for north-south drivers on Oakhurst Drive, after stopping, to see east-west conflicting traffic and are thus not able to negotiate the intersection. This issue is amplified when parked vehicles include taller models, further impacting sight distance of north-south drivers, and when east-west vehicles are moving at higher speeds, as north-south drivers have less time to judge the gap in traffic and determine if it’s safe to cross.

As shown in Attachment 2, while the 85th percentile speed on this segment of Whitworth Drive is only 22 MPH, maximum speeds are between 35-39 MPH and these occur during the daytime when vehicle (and pedestrian) volumes at this intersection are higher.

All-way stop control would improve visibility of oncoming traffic and make it easier for north-south drivers to judge when it is safer to traverse the intersection.

Traffic Operational Characteristics
Finally, Whitworth Drive and Oakhurst Drive are two residential streets of similar design and operating characteristics and all-way stop control would improve traffic operation at their intersection. Within the Beverly Hills city limits, the Whitworth Drive/Oakhurst Drive intersection is one of only three out of 13 intersections along Whitworth Drive without all-way stop control.

Residents report that this inconsistency is confusing for north-south drivers who expect east-west cross traffic to stop at Oakhurst Drive, which is one of the possible factors resulting in nonreported, property damage only traffic collisions.

All-way stop control would reduce confusion and potentially also reduce crashes.

Community Engagement
To advise residents of this meeting, notices were mailed to Beverly Hills households within 500 feet of the Whitworth Drive/Oakhurst Drive intersection. Additionally, staff provided a copy of the notice to Harkem Hillel Hebrew Academy, who have expressed support for the proposal for improved safety, but concern that the addition of all-way stop control may increase congestion that impacts the carpool line, as well as cut-through traffic along Oakhurst Drive to access the carpool line on Olympic Boulevard.

Next Steps
If approved, and pending formal approval anticipated from the City of Los Angeles, staff will coordinate with LADOT to install two additional stop signs and pavement markings to control traffic along eastbound and westbound Whitworth Drive at Oakhurst Drive.

FISCAL IMPACT
There is no direct fiscal impact associated with this item. The cost of installing the necessary signage and markings is available in the approved budget for the Annual Street Sign and Striping CIP (No. 00863).

T1425
DATE: LOCATION: PROJECT #: SC5684
Wed, Oct 29, 25 NORTH & SOUTH: LOCATION #: 1
EAST & WEST: CONTROL: STOP N/S
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0 0 0 0 0
7:00 AM 0 1 1 2 3 1 0 7 2 2 8 0 27 0 0 0 0 0
7:15 AM 1 2 3 1 3 0 0 9 0 1 20 1 41 0 0 0 1 1
7:30 AM 2 6 7 1 2 0 1 13 3 1 38 1 75 0 0 0 0 0
7:45 AM 0 7 12 3 2 4 3 23 2 5 81 6 148 0 0 0 0 0
8:00 AM 1 9 10 1 0 2 0 17 3 4 40 1 88 0 0 0 0 0
8:15 AM 0 4 6 0 4 2 0 16 1 2 50 1 86 0 0 0 0 0
8:30 AM 0 6 4 1 4 3 2 15 1 4 48 4 92 0 0 0 0 0
8:45 AM 3 9 9 3 1 1 1 21 0 3 53 1 105 0 0 0 0 0
VOLUMES 7 44 52 12 19 13 7 121 12 22 338 15 663 0 0 0 1 1 APPROACH % 7% 43% 50% 27% 43% 30% 5% 86% 9% 6% 90% 4%
APP/DEPART 103 / 66 44 / 53 140 / 186 376 / 358 0

BEGIN PEAK HR
VOLUMES 1 26 32 5 10 11 5 71 7 15 219 12 414 0 0 0 0
APPROACH % 2% 44% 54% 19% 38% 42% 6% 86% 8% 6% 89% 5%
PEAK HR FACTOR 0.738 0.722 0.741 0.668 0.699
APP/DEPART 59 / 43 26 / 32 83 / 108 246 / 231 0
9:00 AM 4 5 5 3 2 5 2 19 2 1 65 4 117 0 0 0 0 0
9:15 AM 6 5 2 1 2 1 2 13 2 1 50 2 87 0 0 0 0 0
9:30 AM 0 5 2 4 4 1 0 17 0 2 41 0 76 0 0 0 0 0
9:45 AM 1 3 2 2 3 2 0 18 0 0 23 1 55 0 0 0 0 0
10:00 AM 1 3 3 1 0 2 1 8 2 0 21 2 44 1 0 0 0 1
10:15 AM 3 4 2 2 0 1 2 18 1 2 21 1 57 0 0 0 0 0
10:30 AM 1 1 3 0 6 1 0 22 1 4 17 1 57 0 0 1 0 1
10:45 AM 3 4 3 2 2 0 1 15 2 0 12 5 49 0 0 0 0 0
VOLUMES 19 30 22 15 19 13 8 130 10 10 250 16 544 1 0 1 0 2 APPROACH % 26% 42% 31% 32% 40% 28% 5% 87% 7% 4% 91% 6%
APP/DEPART 72 / 54 47 / 40 149 / 167 276 / 283 0

BEGIN PEAK HR
VOLUMES 11 18 11 10 11 9 4 67 4 4 179 7 335 0 0 0 0
APPROACH % 28% 45% 28% 33% 37% 30% 5% 89% 5% 2% 94% 4%
PEAK HR FACTOR 0.714 0.750 0.815 0.679 0.716
APP/DEPART 40 / 29 30 / 19 75 / 88 190 / 199 0
11:00 AM 0 3 0 0 2 2 0 23 1 2 14 5 52 1 0 0 1 2
11:15 AM 3 2 2 3 1 4 1 16 0 0 17 2 51 0 0 0 0 0
11:30 AM 2 9 4 1 6 1 2 20 0 2 16 3 66 0 0 0 0 0
11:45 AM 1 3 1 3 2 3 1 31 4 0 11 1 61 2 0 0 0 2
12:00 PM 1 3 2 2 6 3 3 12 2 1 10 0 45 0 0 0 1 1
12:15 PM 1 7 1 1 8 2 2 29 1 1 18 3 74 0 0 0 0 0
12:30 PM 1 3 4 1 4 1 0 18 2 1 27 2 64 0 0 0 1 1
12:45 PM 0 2 4 4 2 1 2 11 0 1 16 2 45 0 0 0 0 0
VOLUMES 9 32 18 15 31 17 11 160 10 8 129 18 464 3 0 0 3 6 APPROACH % 15% 52% 29% 24% 49% 27% 6% 88% 6% 5% 82% 11% APP/DEPART 62 / 61 63 / 52 181 / 196 158 / 155 0

BEGIN PEAK HR
VOLUMES 5 22 8 7 22 9 8 92 7 4 55 7 249 2 0 0 1
APPROACH % 14% 59% 22% 18% 58% 24% 7% 86% 7% 6% 82% 10% PEAK HR FACTOR 0.617 0.864 0.743 0.761 0.841
APP/DEPART 37 / 37 38 / 35 107 / 108 67 / 69 0
Oakhurst Dr

NORTH SIDE
Whitworth Dr WEST SIDE EAST SIDE Whitworth Dr

SOUTH SIDE
Oakhurst Dr

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL 7:00 AM 2 3 3 1 9 2 3 3 1 9 0 0 0 0 0
7:15 AM 5 0 0 0 5 5 0 0 0 5 0 0 0 0 0
7:30 AM 5 1 1 1 8 4 0 1 1 6 1 1 0 0 2
7:45 AM 9 4 1 0 14 8 4 1 0 13 1 0 0 0 1
8:00 AM 16 6 3 0 25 15 6 3 0 24 1 0 0 0 1
8:15 AM 4 3 1 0 8 4 3 1 0 8 0 0 0 0 0
8:30 AM 6 2 1 2 11 4 2 1 2 9 2 0 0 0 2
8:45 AM 6 2 1 2 11 6 2 1 2 11 0 0 0 0 0
TOTAL 53 21 11 6 91 48 20 11 6 85 5 1 0 0 6
9:00 AM 6 0 0 3 9 5 0 0 3 8 1 0 0 0 1
9:15 AM 3 5 2 2 12 3 5 2 2 12 0 0 0 0 0
9:30 AM 8 3 0 1 12 6 3 0 1 10 2 0 0 0 2
9:45 AM 6 2 1 3 12 6 2 1 3 12 0 0 0 0 0
10:00 AM 3 3 1 1 8 3 2 1 1 7 0 1 0 0 1
10:15 AM 3 1 1 2 7 3 1 1 2 7 0 0 0 0 0
10:30 AM 6 6 1 0 13 6 6 1 0 13 0 0 0 0 0
10:45 AM 4 2 0 0 6 2 2 0 0 4 2 0 0 0 2
TOTAL 39 22 6 12 79 34 21 6 12 73 5 1 0 0 6
11:00 AM 2 4 0 0 6 1 4 0 0 5 1 0 0 0 1
11:15 AM 2 3 3 1 9 1 3 3 1 8 1 0 0 0 1
11:30 AM 5 3 0 3 11 5 3 0 3 11 0 0 0 0 0
11:45 AM 0 2 3 0 5 0 1 2 0 3 0 1 1 0 2
12:00 PM 0 2 2 0 4 0 2 2 0 4 0 0 0 0 0
12:15 PM 7 8 4 1 20 7 8 4 1 20 0 0 0 0 0
12:30 PM 2 5 2 0 9 2 4 2 0 8 0 1 0 0 1
12:45 PM 2 0 0 0 2 2 0 0 0 2 0 0 0 0 0
TOTAL 20 27 14 5 66 18 25 13 5 61 2 2 1 0 5

BICYCLE & SCOOTER CROSSINGS
AM 7 AM 11 AM 7
7:45 AM
AM 11
11:30 AM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
AM 9
9:00 AM
AM 9

U-TURNS
Oakhurst Dr Oakhurst Dr Whitworth Dr Whitworth Dr

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Beverly Hills
Oakhurst Dr
Whitworth Dr
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T2624
DATE: LOCATION: PROJECT #: SC5684
Wed, Oct 29, 25 NORTH & SOUTH: LOCATION #: 1
EAST & WEST: CONTROL: STOP N/S
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0 0 0 0 0
1:00 PM 2 3 1 2 4 5 1 15 2 0 21 2 58 0 0 0 0 0
1:15 PM 2 3 3 2 0 1 3 21 2 3 22 2 64 0 0 0 0 0
1:30 PM 4 1 3 5 1 3 1 26 2 4 14 3 67 0 0 0 0 0
1:45 PM 2 7 3 1 2 1 1 30 2 0 10 1 60 2 0 0 0 2
2:00 PM 3 5 3 4 0 2 2 27 1 2 11 3 63 0 0 0 0 0
2:15 PM 3 2 4 4 3 4 1 34 2 1 20 3 81 0 0 0 0 0
2:30 PM 2 3 4 2 1 1 4 50 1 3 26 2 99 1 0 0 1 2
2:45 PM 1 7 3 5 3 1 2 56 6 4 18 2 108 0 0 0 0 0
VOLUMES 19 31 24 25 14 18 15 259 18 17 142 18 604 3 0 0 1 4 APPROACH % 25% 40% 31% 44% 25% 32% 5% 89% 6% 10% 80% 10% APP/DEPART 77 / 64 57 / 52 292 / 309 178 / 179 0

BEGIN PEAK HR
VOLUMES 9 17 14 15 7 8 9 167 10 10 75 10 353 1 0 0 1
APPROACH % 22% 41% 34% 50% 23% 27% 5% 90% 5% 10% 78% 10% PEAK HR FACTOR 0.932 0.682 0.727 0.750 0.817
APP/DEPART 41 / 36 30 / 28 186 / 197 96 / 92 0
3:00 PM 2 5 2 2 3 1 4 72 3 1 17 7 119 0 0 0 0 0
3:15 PM 2 7 1 6 4 0 7 79 0 3 24 11 144 0 1 0 1 2
3:30 PM 3 1 6 1 4 0 3 90 3 3 44 6 164 0 0 0 0 0
3:45 PM 0 4 4 6 5 3 7 88 4 2 22 17 162 0 0 0 0 0
4:00 PM 1 8 23 4 1 1 8 72 4 6 20 1 149 0 0 0 0 0
4:15 PM 2 4 11 6 2 2 0 73 2 3 29 5 139 0 0 0 0 0
4:30 PM 4 4 4 5 3 5 4 46 5 2 28 3 113 0 0 0 0 0
4:45 PM 2 8 2 3 3 4 4 64 8 7 18 4 127 0 0 0 0 0
VOLUMES 16 41 53 33 25 16 37 584 29 27 202 54 1,119 0 1 0 1 2 APPROACH % 15% 37% 48% 44% 33% 21% 6% 90% 4% 10% 71% 19% APP/DEPART 110 / 133 75 / 81 650 / 671 284 / 234 0

BEGIN PEAK HR
VOLUMES 6 20 34 17 14 4 25 329 11 14 110 35 621 0 1 0 1 APPROACH % 10% 33% 57% 47% 39% 11% 7% 90% 3% 9% 69% 22% PEAK HR FACTOR 0.469 0.643 0.922 0.755 0.947
APP/DEPART 60 / 81 36 / 39 365 / 381 160 / 120 0
5:00 PM 1 6 6 0 4 4 3 96 3 1 30 7 161 0 0 0 0 0
5:15 PM 0 5 10 2 2 3 5 80 3 0 23 1 134 1 0 0 0 1
5:30 PM 1 8 5 3 6 3 2 70 3 2 19 4 126 0 0 0 0 0
5:45 PM 1 4 3 5 1 4 4 68 4 0 19 10 123 0 0 0 1 1
6:00 PM 5 2 6 2 0 1 3 62 5 5 17 3 111 0 0 0 0 0
6:15 PM 0 7 6 2 2 3 3 65 2 3 27 3 123 0 0 0 1 1
6:30 PM 0 2 1 3 10 0 2 64 1 2 20 1 106 0 0 0 0 0
6:45 PM 1 0 7 5 2 2 3 31 3 2 22 1 79 0 0 0 0 0
VOLUMES 9 34 44 22 27 20 25 536 24 15 177 30 966 1 0 0 2 3 APPROACH % 10% 39% 50% 32% 39% 29% 4% 92% 4% 7% 79% 13% APP/DEPART 88 / 89 69 / 67 585 / 604 224 / 206 0

BEGIN PEAK HR
VOLUMES 3 23 24 10 13 14 14 314 13 3 91 22 546 1 0 0 1
APPROACH % 6% 45% 47% 27% 35% 38% 4% 92% 4% 3% 78% 19%
PEAK HR FACTOR 0.797 0.771 0.836 0.770 0.848
APP/DEPART 51 / 59 37 / 30 341 / 349 117 / 108 0
Oakhurst Dr

NORTH SIDE
Whitworth Dr WEST SIDE EAST SIDE Whitworth Dr

SOUTH SIDE
Oakhurst Dr

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL 1:00 PM 2 4 0 1 7 2 4 0 1 7 0 0 0 0 0
1:15 PM 2 1 1 1 5 1 1 1 1 4 1 0 0 0 1
1:30 PM 1 5 0 3 9 1 5 0 3 9 0 0 0 0 0
1:45 PM 5 7 0 1 13 5 7 0 1 13 0 0 0 0 0
2:00 PM 2 9 0 1 12 2 9 0 1 12 0 0 0 0 0
2:15 PM 4 1 1 2 8 3 1 1 1 6 1 0 0 1 2
2:30 PM 3 2 3 2 10 3 2 3 2 10 0 0 0 0 0
2:45 PM 0 7 0 2 9 0 7 0 2 9 0 0 0 0 0
TOTAL 19 36 5 13 73 17 36 5 12 70 2 0 0 1 3
3:00 PM 4 4 0 1 9 2 3 0 1 6 2 1 0 0 3
3:15 PM 9 4 0 0 13 8 4 0 0 12 1 0 0 0 1
3:30 PM 3 2 0 0 5 3 2 0 0 5 0 0 0 0 0
3:45 PM 16 6 11 4 37 15 6 11 4 36 1 0 0 0 1
4:00 PM 6 4 3 3 16 6 4 3 3 16 0 0 0 0 0
4:15 PM 5 5 1 1 12 5 3 1 1 10 0 2 0 0 2
4:30 PM 3 5 0 1 9 3 5 0 1 9 0 0 0 0 0
4:45 PM 4 4 2 0 10 3 3 2 0 8 1 1 0 0 2
TOTAL 50 34 17 10 111 45 30 17 10 102 5 4 0 0 9
5:00 PM 7 2 1 2 12 7 2 1 2 12 0 0 0 0 0
5:15 PM 1 3 1 2 7 1 1 1 2 5 0 2 0 0 2
5:30 PM 4 3 0 2 9 4 3 0 2 9 0 0 0 0 0
5:45 PM 3 2 0 0 5 2 2 0 0 4 1 0 0 0 1
6:00 PM 3 8 1 1 13 3 7 1 1 12 0 1 0 0 1
6:15 PM 9 3 2 2 16 9 1 2 2 14 0 2 0 0 2
6:30 PM 11 4 0 2 17 11 4 0 2 17 0 0 0 0 0
6:45 PM 1 6 0 3 10 1 6 0 2 9 0 0 0 1 1
TOTAL 39 31 5 14 89 38 26 5 13 82 1 5 0 1 7

PEDESTRIAN CROSSINGS BICYCLE & SCOOTER CROSSINGS
PM 13 PM 15 PM 16
ALL PED + BIKE & SCOOTER
PM 13
2:00 PM
PM 15
3:15 PM
PM 16
5:00 PM

U-TURNS
Oakhurst Dr Oakhurst Dr Whitworth Dr Whitworth Dr
Queue EB PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Beverly Hills
Oakhurst Dr
Whitworth Dr
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154 43 69 42 TOTAL 181
63 17 31 15 AM 11 61
47 13 19 15 AM 9 54
44 13 19 12 AM 7 66
376 276 158 810
796 155 283 358
15 16 18 49
338 250 129 717
TOTAL
AM 11
AM 9AM 7
22 10
8 40
26 11
8 7
AM 7AM 9
AM 11
TOTAL
411 160 130 121
32 10 10 12
186 167 196 549
470 181 149 140
53 AM 7 7 44 52 103
40 AM 9 19 30 22 72
52 AM 11 9 32 18 62
145 TOTAL 35 106 92 237
94 29 43 22 TOTAL 109
38 9 22 7 AM 11 37
30 9 11 10 AM 9 29
26 11 10 5 AM 7 43
246 190
67 503
499
69 199 231
12 7 7
26 219 179
55 453
TOTAL
AM 11
AM 9AM 7
AM 7 7:45 AM
8:45 AM
15 4 4
23 17
8 4 5
AM 9 9:00 AM
#N/A
AM 7AM 9
AM 11
TOTAL
230
92 67 71
AM 11 11:30 AM
12:45 PM
18 7 4 7
108
88 108 304
265 107
75 83
32 AM 7 1 26 32 59
19 AM 9 11 18 11 40
35 AM 11 5 22 8 37
86 Total 17 66 51 136
Oakhurst Dr
Oakhurst Dr
Oakhurst Dr
Whitworth Dr
Whitworth Dr

PEAK HOUR
AimTD LLC

TURNING MOVEMENT COUNTS
Oakhurst Dr
Whitworth Dr
Whitworth Dr
SC5684

ALL HOURS
Beverly Hills
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201 54 66 80 TOTAL 286
69 20 27 22 PM 16 89
75 16 25 33 PM 15 133
57 18 14 25 PM 13 64
178 284 224 686
619 206 234 179
18 54 30
102
142 202 177 521
TOTAL
PM 16PM 15PM 13
17 27 15 59
77 25 37 15
PM 13PM 15PM 16
TOTAL
1,379
536 584 259
71 24 29 18
309 671 604
1,584
1,527
585 650 292
52 PM 13 19 31 24 77
81 PM 15 16 41 53 110
67 PM 16 9 34 44 88
200 TOTAL 44 106 121 275
103 26 34 42 TOTAL 176
37 14 13 10 PM 16 59
36 4 14 17 PM 15 81
30 8 7 15 PM 13 36
96 160 117 373
320 108 120
92 10 35 22 67
75 110
91 276
TOTAL
PM 16PM 15PM 13
PM 13 2:00 PM
2:45 PM
10 14
3 27
48 14 25
9 PM 15 3:15 PM
#N/A
PM 13PM 15PM 16
TOTAL
810 314 329 167
PM 16 5:00 PM
6:45 PM
34 13 11 10
197 381 349 927
892 341 365 186
28 PM 13 9 17 14 41
39 PM 15 6 20 34 60
30 PM 16 3 23 24 51
97 Total 18 60 72 152
Oakhurst Dr
AimTD LLC

TURNING MOVEMENT COUNTS
Oakhurst Dr
Whitworth Dr
Whitworth Dr
SC5684

ALL HOURS
Oakhurst Dr
Oakhurst Dr
Whitworth Dr
Whitworth Dr

PEAK HOUR
Beverly Hills
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SPEED1 Whitworth Dr between Palm Dr and Doheny Dr. Project# sc5684 Eastbound
PREPARED BY: AimTD 714 253 7888 [email protected]
Time 5-14 15-19 20-24 25-29 30-34 35-39 40-44 45-49 50-54 55-59 60-64 65-69 70-74 75+ TOTAL %VEHICLES 12:00:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
12:15:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
12:30:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0.05%
12:45:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
1:00:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
1:15:00 AM 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0.09%
1:30:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
1:45:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
2:00:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
2:15:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0.05%
2:30:00 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0.09%
2:45:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
3:00:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
3:15:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
3:30:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
3:45:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
4:00:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
4:15:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
4:30:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
4:45:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0.09%
5:00:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
5:15:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
5:30:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
5:45:00 AM 0 0 4 0 0 0 0 0 0 0 0 0 0 0 4 0.18%
6:00:00 AM 2 0 1 1 0 0 0 0 0 0 0 0 0 0 4 0.18%
6:15:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0.05%
6:30:00 AM 1 3 1 0 0 0 0 0 0 0 0 0 0 0 5 0.23%
6:45:00 AM 2 3 0 1 0 0 0 0 0 0 0 0 0 0 6 0.28%
7:00:00 AM 0 2 3 1 1 0 0 0 0 0 0 0 0 0 7 0.32%
7:15:00 AM 3 5 4 2 0 0 0 0 0 0 0 0 0 0 14 0.65%
7:30:00 AM 1 8 6 3 0 0 0 0 0 0 0 0 0 0 18 0.83%
7:45:00 AM 3 4 4 5 1 0 0 0 0 0 0 0 0 0 17 0.78%
8:00:00 AM 4 5 5 2 0 0 0 0 0 0 0 0 0 0 16 0.74%
8:15:00 AM 3 5 12 0 1 0 0 0 0 0 0 0 0 0 21 0.97%
8:30:00 AM 4 9 2 4 0 0 0 0 0 0 0 0 0 0 19 0.88%
8:45:00 AM 4 11 11 2 0 0 0 0 0 0 0 0 0 0 28 1.29%
9:00:00 AM 3 10 6 3 1 0 0 0 0 0 0 0 0 0 23 1.06%
9:15:00 AM 4 12 7 0 0 0 0 0 0 0 0 0 0 0 23 1.06%
9:30:00 AM 11 4 8 4 0 0 0 0 0 0 0 0 0 0 27 1.24%
9:45:00 AM 2 3 3 0 0 0 0 0 0 0 0 0 0 0 8 0.37%
10:00:00 AM 6 8 3 2 0 0 0 0 0 0 0 0 0 0 19 0.88%
10:15:00 AM 7 5 5 1 1 0 0 0 0 0 0 0 0 0 19 0.88%
10:30:00 AM 1 11 5 0 0 0 0 0 0 0 0 0 0 0 17 0.78%
10:45:00 AM 2 6 4 5 0 0 0 0 0 0 0 0 0 0 17 0.78%
11:00:00 AM 7 9 2 2 0 0 0 0 0 0 0 0 0 0 20 0.92%
11:15:00 AM 0 11 3 2 0 0 0 0 0 0 0 0 0 0 16 0.74%
11:30:00 AM 4 9 11 4 0 0 0 0 0 0 0 0 0 0 28 1.29%
11:45:00 AM 3 10 7 2 0 0 0 0 0 0 0 0 0 0 22 1.01%
AM TOTAL 79 156 121 46 5 0 0 0 0 0 0 0 0 0 407 18.76%
PERCENTAGE 19.4% 38.3% 29.7% 11.3% 1.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% CUMULATIVE 79 235 356 402 407 407 407 407 407 407 407 407 407 407 PERCENTAGE 19.4% 57.7% 87.5% 98.8% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 15th Percentile 10 Mean Speed Average 15
50th Percentile 15 10 MPH Pace Speed 11-20
85th Percentile 20 Number in Pace 263
95th Percentile 23 Percent in Pace 65%
SPEED1 Whitworth Dr between Palm Dr and Doheny Dr. Project# sc5684 Eastbound
PREPARED BY: AimTD 714 253 7888 [email protected]
Time 5-14 15-19 20-24 25-29 30-34 35-39 40-44 45-49 50-54 55-59 60-64 65-69 70-74 75+ TOTAL %VEHICLES 12:00:00 PM 0 5 13 3 0 0 0 0 0 0 0 0 0 0 21 0.97%
12:15:00 PM 2 13 4 0 0 0 0 0 0 0 0 0 0 0 19 0.88%
12:30:00 PM 4 11 4 5 1 0 0 0 0 0 0 0 0 0 25 1.15%
12:45:00 PM 5 14 6 0 0 0 0 0 0 0 0 0 0 0 25 1.15%
1:00:00 PM 0 14 5 1 0 0 0 0 0 0 0 0 0 0 20 0.92%
Wednesday, October 22, 2025
Wednesday, October 22, 2025
I
1:15:00 PM 7 21 7 1 0 0 0 0 0 0 0 0 0 0 36 1.66%
1:30:00 PM 3 13 4 7 0 0 0 0 0 0 0 0 0 0 27 1.24%
1:45:00 PM 8 17 12 1 0 0 0 0 0 0 0 0 0 0 38 1.75%
2:00:00 PM 2 25 10 2 0 0 0 0 0 0 0 0 0 0 39 1.80%
2:15:00 PM 6 28 5 2 0 0 0 0 0 0 0 0 0 0 41 1.89%
2:30:00 PM 11 28 7 2 1 0 0 0 0 0 0 0 0 0 49 2.26%
2:45:00 PM 6 20 15 2 0 0 0 0 0 0 0 0 0 0 43 1.98%
3:00:00 PM 12 34 18 0 1 0 0 0 0 0 0 0 0 0 65 3.00%
3:15:00 PM 36 32 14 2 0 0 0 0 0 0 0 0 0 0 84 3.87%
3:30:00 PM 56 31 7 0 1 0 0 0 0 0 0 0 0 0 95 4.38%
3:45:00 PM 71 27 5 2 0 0 0 0 0 0 0 0 0 0 105 4.84%
4:00:00 PM 17 63 12 1 0 0 0 0 0 0 0 0 0 0 93 4.29%
4:15:00 PM 3 80 0 0 0 0 0 0 0 0 0 0 0 0 83 3.83%
4:30:00 PM 0 66 0 0 0 0 0 0 0 0 0 0 0 0 66 3.04%
4:45:00 PM 29 27 0 0 0 0 0 0 0 0 0 0 0 0 56 2.58%
5:00:00 PM 55 19 7 0 0 0 0 0 0 0 0 0 0 0 81 3.73%
5:15:00 PM 13 30 20 3 0 0 0 0 0 0 0 0 0 0 66 3.04%
5:30:00 PM 39 39 11 0 0 0 0 0 0 0 0 0 0 0 89 4.10%
5:45:00 PM 51 40 8 1 1 1 0 0 0 0 0 0 0 0 102 4.70%
6:00:00 PM 11 50 12 3 0 0 0 0 0 0 0 0 0 0 76 3.50%
6:15:00 PM 21 43 6 2 0 0 0 0 0 0 0 0 0 0 72 3.32%
6:30:00 PM 4 37 11 1 0 0 0 0 0 0 0 0 0 0 53 2.44%
6:45:00 PM 9 29 2 3 0 0 0 0 0 0 0 0 0 0 43 1.98%
7:00:00 PM 7 12 9 0 0 0 0 0 0 0 0 0 0 0 28 1.29%
7:15:00 PM 1 8 8 2 0 0 0 0 0 0 0 0 0 0 19 0.88%
7:30:00 PM 4 1 5 2 0 0 0 0 0 0 0 0 0 0 12 0.55%
7:45:00 PM 1 4 3 0 0 0 0 0 0 0 0 0 0 0 8 0.37%
8:00:00 PM 3 7 6 0 0 0 0 0 0 0 0 0 0 0 16 0.74%
8:15:00 PM 3 4 3 1 0 0 0 0 0 0 0 0 0 0 11 0.51%
8:30:00 PM 0 1 1 1 0 0 0 0 0 0 0 0 0 0 3 0.14%
8:45:00 PM 1 1 4 0 0 0 0 0 0 0 0 0 0 0 6 0.28%
9:00:00 PM 1 2 2 0 0 0 0 0 0 0 0 0 0 0 5 0.23%
9:15:00 PM 1 2 3 1 0 0 0 0 0 0 0 0 0 0 7 0.32%
9:30:00 PM 2 2 1 1 0 0 0 0 0 0 0 0 0 0 6 0.28%
9:45:00 PM 1 3 2 0 1 0 0 0 0 0 0 0 0 0 7 0.32%
10:00:00 PM 1 2 1 0 0 0 0 0 0 0 0 0 0 0 4 0.18%
10:15:00 PM 0 3 4 0 0 0 0 0 0 0 0 0 0 0 7 0.32%
10:30:00 PM 0 3 2 0 0 0 0 0 0 0 0 0 0 0 5 0.23%
10:45:00 PM 2 2 2 0 0 0 0 0 0 0 0 0 0 0 6 0.28%
11:00:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
11:15:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
11:30:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
11:45:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
PM TOTAL 509 913 281 52 6 1 0 0 0 0 0 0 0 0 1,762 81.24% PERCENTAGE 28.9% 51.8% 15.9% 3.0% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% CUMULATIVE 509 1,422 1,703 1,755 1,761 1,762 1,762 1,762 1,762 1,762 1,762 1,762 1,762 1,762 PERCENTAGE 28.9% 80.7% 96.7% 99.6% 99.9% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 15th Percentile 9 Mean Speed Average 14
50th Percentile 14 10 MPH Pace Speed 8-17
85th Percentile 19 Number in Pace 314
95th Percentile 23 Percent in Pace 18%
DAY TOTAL 588 1,069 402 98 11 1 0 0 0 0 0 0 0 0 2,169
PERCENTAGE 27.1% 49.3% 18.5% 4.5% 0.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 2,169 100.00%

27.1% 76.4% 94.9% 99.4% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 85th Percentile 19
SPEED1 Whitworth Dr between Palm Dr and Doheny Dr. Project# sc5684 Westbound
PREPARED BY: AimTD 714 253 7888 [email protected]
Time 5-14 15-19 20-24 25-29 30-34 35-39 40-44 45-49 50-54 55-59 60-64 65-69 70-74 75+ TOTAL %VEHICLES 12:00:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
12:15:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
12:30:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
12:45:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0.06%
1:00:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
1:15:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
1:30:00 AM 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0.06%
1:45:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
2:00:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
2:15:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
2:30:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
2:45:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
3:00:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
3:15:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
3:30:00 AM 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0.06%
3:45:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
4:00:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0.06%
4:15:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0.06%
4:30:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
4:45:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
5:00:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
5:15:00 AM 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0.13%
5:30:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 4 0.26%
5:45:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2 0.13%
6:00:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
6:15:00 AM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 3 0.19%
6:30:00 AM 1 0 1 0 1 0 0 0 0 0 0 0 0 0 3 0.19%
6:45:00 AM 3 2 1 2 0 0 0 0 0 0 0 0 0 0 8 0.52%
7:00:00 AM 1 1 1 2 0 0 0 0 0 0 0 0 0 0 5 0.32%
7:15:00 AM 0 2 5 2 3 0 0 0 0 0 0 0 0 0 12 0.78%
7:30:00 AM 3 11 21 15 3 0 0 0 0 0 0 0 0 0 53 3.43%
7:45:00 AM 5 11 28 14 3 0 0 0 0 0 0 0 0 0 61 3.95%
8:00:00 AM 11 24 26 9 2 0 0 0 0 0 0 0 0 0 72 4.66%
8:15:00 AM 4 5 23 12 0 0 0 0 0 0 0 0 0 0 44 2.85%
8:30:00 AM 7 12 27 11 2 0 0 0 0 0 0 0 0 0 59 3.82%
8:45:00 AM 6 14 15 15 2 0 0 0 0 0 0 0 0 0 52 3.37%
9:00:00 AM 2 9 29 7 1 0 0 0 0 0 0 0 0 0 48 3.11%
9:15:00 AM 9 7 26 13 2 0 0 0 0 0 0 0 0 0 57 3.69%
9:30:00 AM 3 6 18 11 0 0 0 0 0 0 0 0 0 0 38 2.46%
9:45:00 AM 3 8 13 7 0 0 0 0 0 0 0 0 0 0 31 2.01%
10:00:00 AM 1 14 5 8 1 0 0 0 0 0 0 0 0 0 29 1.88%
10:15:00 AM 4 10 8 4 0 0 0 0 0 0 0 0 0 0 26 1.68%
10:30:00 AM 2 16 6 3 1 0 0 0 0 0 0 0 0 0 28 1.81%
10:45:00 AM 1 8 11 3 0 0 0 0 0 0 0 0 0 0 23 1.49%
11:00:00 AM 1 8 2 6 1 0 0 0 0 0 0 0 0 0 18 1.17%
11:15:00 AM 1 9 3 2 1 0 0 0 0 0 0 0 0 0 16 1.04%
11:30:00 AM 0 11 5 3 0 0 0 0 0 0 0 0 0 0 19 1.23%
11:45:00 AM 2 13 1 2 0 0 0 0 0 0 0 0 0 0 18 1.17%
AM TOTAL 73 209 280 151 23 0 0 0 0 0 0 0 0 0 736 47.67% PERCENTAGE 9.9% 28.4% 38.0% 20.5% 3.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% CUMULATIVE 73 282 562 713 736 736 736 736 736 736 736 736 736 736 PERCENTAGE 9.9% 38.3% 76.4% 96.9% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 15th Percentile 11 Mean Speed Average 17
50th Percentile 17 10 MPH Pace Speed 12-21
85th Percentile 22 Number in Pace 300
95th Percentile 24 Percent in Pace 41%
SPEED1 Whitworth Dr between Palm Dr and Doheny Dr. Project# sc5684 Westbound
PREPARED BY: AimTD 714 253 7888 [email protected]
Time 5-14 15-19 20-24 25-29 30-34 35-39 40-44 45-49 50-54 55-59 60-64 65-69 70-74 75+ TOTAL %VEHICLES 12:00:00 PM 3 7 5 3 1 0 0 0 0 0 0 0 0 0 19 1.23%
12:15:00 PM 0 6 11 2 2 0 0 0 0 0 0 0 0 0 21 1.36%
12:30:00 PM 4 3 10 3 0 0 0 0 0 0 0 0 0 0 20 1.30%
12:45:00 PM 4 8 8 3 0 0 0 0 0 0 0 0 0 0 23 1.49%
1:00:00 PM 4 7 6 2 1 0 0 0 0 0 0 0 0 0 20 1.30%
1:15:00 PM 1 5 15 5 0 1 0 0 0 0 0 0 0 0 27 1.75%
1:30:00 PM 1 9 4 5 0 0 0 0 0 0 0 0 0 0 19 1.23%
1:45:00 PM 3 5 6 5 0 0 0 0 0 0 0 0 0 0 19 1.23%
Wednesday, October 22, 2025
Wednesday, October 22, 2025
I
2:00:00 PM 3 11 6 1 0 0 0 0 0 0 0 0 0 0 21 1.36%
2:15:00 PM 2 8 8 5 1 0 0 0 0 0 0 0 0 0 24 1.55%
2:30:00 PM 0 9 16 2 0 0 0 0 0 0 0 0 0 0 27 1.75%
2:45:00 PM 0 10 9 2 0 0 0 0 0 0 0 0 0 0 21 1.36%
3:00:00 PM 6 14 3 1 0 0 0 0 0 0 0 0 0 0 24 1.55%
3:15:00 PM 4 13 2 0 0 0 0 0 0 0 0 0 0 0 19 1.23%
3:30:00 PM 13 9 2 1 0 0 0 0 0 0 0 0 0 0 25 1.62%
3:45:00 PM 17 11 8 1 0 0 0 0 0 0 0 0 0 0 37 2.40%
4:00:00 PM 8 24 5 2 0 0 0 0 0 0 0 0 0 0 39 2.53%
4:15:00 PM 16 19 0 0 0 0 0 0 0 0 0 0 0 0 35 2.27%
4:30:00 PM 7 27 0 0 0 0 0 0 0 0 0 0 0 0 34 2.20%
4:45:00 PM 15 7 0 0 0 0 0 0 0 0 0 0 0 0 22 1.42%
5:00:00 PM 8 15 7 1 0 0 0 0 0 0 0 0 0 0 31 2.01%
5:15:00 PM 0 11 12 0 0 0 0 0 0 0 0 0 0 0 23 1.49%
5:30:00 PM 4 22 8 0 0 0 0 0 0 0 0 0 0 0 34 2.20%
5:45:00 PM 8 13 4 2 0 0 0 0 0 0 0 0 0 0 27 1.75%
6:00:00 PM 4 12 5 0 0 0 0 0 0 0 0 0 0 0 21 1.36%
6:15:00 PM 1 11 12 2 0 0 0 0 0 0 0 0 0 0 26 1.68%
6:30:00 PM 5 12 6 2 0 0 0 0 0 0 0 0 0 0 25 1.62%
6:45:00 PM 1 9 8 1 1 0 0 0 0 0 0 0 0 0 20 1.30%
7:00:00 PM 3 6 6 1 0 0 0 0 0 0 0 0 0 0 16 1.04%
7:15:00 PM 4 3 1 2 0 0 0 0 0 0 0 0 0 0 10 0.65%
7:30:00 PM 2 5 2 3 0 0 0 0 0 0 0 0 0 0 12 0.78%
7:45:00 PM 1 1 3 1 0 0 0 0 0 0 0 0 0 0 6 0.39%
8:00:00 PM 1 1 3 0 0 0 0 0 0 0 0 0 0 0 5 0.32%
8:15:00 PM 0 2 4 0 0 0 0 0 0 0 0 0 0 0 6 0.39%
8:30:00 PM 0 1 4 0 0 0 0 0 0 0 0 0 0 0 5 0.32%
8:45:00 PM 2 3 3 0 0 0 0 0 0 0 0 0 0 0 8 0.52%
9:00:00 PM 0 3 2 0 0 0 0 0 0 0 0 0 0 0 5 0.32%
9:15:00 PM 1 0 2 1 0 0 0 0 0 0 0 0 0 0 4 0.26%
9:30:00 PM 2 2 0 0 0 0 0 0 0 0 0 0 0 0 4 0.26%
9:45:00 PM 0 2 2 1 0 0 0 0 0 0 0 0 0 0 5 0.32%
10:00:00 PM 2 0 1 0 0 0 0 0 0 0 0 0 0 0 3 0.19%
10:15:00 PM 1 2 2 0 0 0 0 0 0 0 0 0 0 0 5 0.32%
10:30:00 PM 1 1 4 0 0 0 0 0 0 0 0 0 0 0 6 0.39%
10:45:00 PM 0 2 1 0 1 0 0 0 0 0 0 0 0 0 4 0.26%
11:00:00 PM 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0.06%
11:15:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
11:30:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
11:45:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
PM TOTAL 163 351 226 60 7 1 0 0 0 0 0 0 0 0 808 52.33%
PERCENTAGE 20.2% 43.4% 28.0% 7.4% 0.9% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% CUMULATIVE 163 514 740 800 807 808 808 808 808 808 808 808 808 808 PERCENTAGE 20.2% 63.6% 91.6% 99.0% 99.9% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 15th Percentile 10 Mean Speed Average 15
50th Percentile 14 10 MPH Pace Speed 10-19
85th Percentile 20 Number in Pace 302
95th Percentile 23 Percent in Pace 37%
DAY TOTAL 236 560 506 211 30 1 0 0 0 0 0 0 0 0 1,544
PERCENTAGE 15.3% 36.3% 32.8% 13.7% 1.9% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.00% 1,544 100.00%

15.3% 51.6% 84.3% 98.0% 99.9% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.00% 85th Percentile 21

I I I I I I I I I I I I I
SPEED1 Whitworth Dr between Palm Dr and Doheny Dr. Project# sc5684 Combined
PREPARED BY: AimTD 714 253 7888 [email protected]
Time 5-14 15-19 20-24 25-29 30-34 35-39 40-44 45-49 50-54 55-59 60-64 65-69 70-74 75+ TOTAL %VEHICLES 12:00:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
12:15:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
12:30:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0.03%
12:45:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0.03%
1:00:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
1:15:00 AM 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0.05%
1:30:00 AM 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0.03%
1:45:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
2:00:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
2:15:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0.03%
2:30:00 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0.05%
2:45:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
3:00:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
3:15:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
3:30:00 AM 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0.03%
3:45:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
4:00:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0.03%
4:15:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0.03%
4:30:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
4:45:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0.05%
5:00:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
5:15:00 AM 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0.05%
5:30:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 4 0.11%
5:45:00 AM 0 1 5 0 0 0 0 0 0 0 0 0 0 0 6 0.16%
6:00:00 AM 2 0 1 1 0 0 0 0 0 0 0 0 0 0 4 0.11%
6:15:00 AM 0 1 3 0 0 0 0 0 0 0 0 0 0 0 4 0.11%
6:30:00 AM 2 3 2 0 1 0 0 0 0 0 0 0 0 0 8 0.22%
6:45:00 AM 5 5 1 3 0 0 0 0 0 0 0 0 0 0 14 0.38%
7:00:00 AM 1 3 4 3 1 0 0 0 0 0 0 0 0 0 12 0.32%
7:15:00 AM 3 7 9 4 3 0 0 0 0 0 0 0 0 0 26 0.70%
7:30:00 AM 4 19 27 18 3 0 0 0 0 0 0 0 0 0 71 1.91%
7:45:00 AM 8 15 32 19 4 0 0 0 0 0 0 0 0 0 78 2.10%
8:00:00 AM 15 29 31 11 2 0 0 0 0 0 0 0 0 0 88 2.37%
8:15:00 AM 7 10 35 12 1 0 0 0 0 0 0 0 0 0 65 1.75%
8:30:00 AM 11 21 29 15 2 0 0 0 0 0 0 0 0 0 78 2.10%
8:45:00 AM 10 25 26 17 2 0 0 0 0 0 0 0 0 0 80 2.15%
9:00:00 AM 5 19 35 10 2 0 0 0 0 0 0 0 0 0 71 1.91%
9:15:00 AM 13 19 33 13 2 0 0 0 0 0 0 0 0 0 80 2.15%
9:30:00 AM 14 10 26 15 0 0 0 0 0 0 0 0 0 0 65 1.75%
9:45:00 AM 5 11 16 7 0 0 0 0 0 0 0 0 0 0 39 1.05%
10:00:00 AM 7 22 8 10 1 0 0 0 0 0 0 0 0 0 48 1.29%
10:15:00 AM 11 15 13 5 1 0 0 0 0 0 0 0 0 0 45 1.21%
10:30:00 AM 3 27 11 3 1 0 0 0 0 0 0 0 0 0 45 1.21%
10:45:00 AM 3 14 15 8 0 0 0 0 0 0 0 0 0 0 40 1.08%
11:00:00 AM 8 17 4 8 1 0 0 0 0 0 0 0 0 0 38 1.02%
11:15:00 AM 1 20 6 4 1 0 0 0 0 0 0 0 0 0 32 0.86%
11:30:00 AM 4 20 16 7 0 0 0 0 0 0 0 0 0 0 47 1.27%
11:45:00 AM 5 23 8 4 0 0 0 0 0 0 0 0 0 0 40 1.08%
AM TOTAL 152 365 401 197 28 0 0 0 0 0 0 0 0 0 1,143 30.78% PERCENTAGE 13.3% 31.9% 35.1% 17.2% 2.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% CUMULATIVE 152 517 918 1,115 1,143 1,143 1,143 1,143 1,143 1,143 1,143 1,143 1,143 1,143 PERCENTAGE 13.3% 45.2% 80.3% 97.6% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 15th Percentile 10 Mean Speed Average 16
50th Percentile 16 10 MPH Pace Speed 11-20
85th Percentile 22 Number in Pace 307
95th Percentile 24 Percent in Pace 27%
SPEED1 Whitworth Dr between Palm Dr and Doheny Dr. Project# sc5684 Combined
PREPARED BY: AimTD 714 253 7888 [email protected]
Time 5-14 15-19 20-24 25-29 30-34 35-39 40-44 45-49 50-54 55-59 60-64 65-69 70-74 75+ TOTAL %VEHICLES 12:00:00 PM 3 12 18 6 1 0 0 0 0 0 0 0 0 0 40 1.08%
12:15:00 PM 2 19 15 2 2 0 0 0 0 0 0 0 0 0 40 1.08%
12:30:00 PM 8 14 14 8 1 0 0 0 0 0 0 0 0 0 45 1.21%
12:45:00 PM 9 22 14 3 0 0 0 0 0 0 0 0 0 0 48 1.29%
Wednesday, October 22, 2025
Wednesday, October 22, 2025
I I I
1:00:00 PM 4 21 11 3 1 0 0 0 0 0 0 0 0 0 40 1.08%
1:15:00 PM 8 26 22 6 0 1 0 0 0 0 0 0 0 0 63 1.70%
1:30:00 PM 4 22 8 12 0 0 0 0 0 0 0 0 0 0 46 1.24%
1:45:00 PM 11 22 18 6 0 0 0 0 0 0 0 0 0 0 57 1.54%
2:00:00 PM 5 36 16 3 0 0 0 0 0 0 0 0 0 0 60 1.62%
2:15:00 PM 8 36 13 7 1 0 0 0 0 0 0 0 0 0 65 1.75%
2:30:00 PM 11 37 23 4 1 0 0 0 0 0 0 0 0 0 76 2.05%
2:45:00 PM 6 30 24 4 0 0 0 0 0 0 0 0 0 0 64 1.72%
3:00:00 PM 18 48 21 1 1 0 0 0 0 0 0 0 0 0 89 2.40%
3:15:00 PM 40 45 16 2 0 0 0 0 0 0 0 0 0 0 103 2.77%
3:30:00 PM 69 40 9 1 1 0 0 0 0 0 0 0 0 0 120 3.23%
3:45:00 PM 88 38 13 3 0 0 0 0 0 0 0 0 0 0 142 3.82%
4:00:00 PM 25 87 17 3 0 0 0 0 0 0 0 0 0 0 132 3.56%
4:15:00 PM 19 99 0 0 0 0 0 0 0 0 0 0 0 0 118 3.18%
4:30:00 PM 7 93 0 0 0 0 0 0 0 0 0 0 0 0 100 2.69%
4:45:00 PM 44 34 0 0 0 0 0 0 0 0 0 0 0 0 78 2.10%
5:00:00 PM 63 34 14 1 0 0 0 0 0 0 0 0 0 0 112 3.02%
5:15:00 PM 13 41 32 3 0 0 0 0 0 0 0 0 0 0 89 2.40%
5:30:00 PM 43 61 19 0 0 0 0 0 0 0 0 0 0 0 123 3.31%
5:45:00 PM 59 53 12 3 1 1 0 0 0 0 0 0 0 0 129 3.47%
6:00:00 PM 15 62 17 3 0 0 0 0 0 0 0 0 0 0 97 2.61%
6:15:00 PM 22 54 18 4 0 0 0 0 0 0 0 0 0 0 98 2.64%
6:30:00 PM 9 49 17 3 0 0 0 0 0 0 0 0 0 0 78 2.10%
6:45:00 PM 10 38 10 4 1 0 0 0 0 0 0 0 0 0 63 1.70%
7:00:00 PM 10 18 15 1 0 0 0 0 0 0 0 0 0 0 44 1.19%
7:15:00 PM 5 11 9 4 0 0 0 0 0 0 0 0 0 0 29 0.78%
7:30:00 PM 6 6 7 5 0 0 0 0 0 0 0 0 0 0 24 0.65%
7:45:00 PM 2 5 6 1 0 0 0 0 0 0 0 0 0 0 14 0.38%
8:00:00 PM 4 8 9 0 0 0 0 0 0 0 0 0 0 0 21 0.57%
8:15:00 PM 3 6 7 1 0 0 0 0 0 0 0 0 0 0 17 0.46%
8:30:00 PM 0 2 5 1 0 0 0 0 0 0 0 0 0 0 8 0.22%
8:45:00 PM 3 4 7 0 0 0 0 0 0 0 0 0 0 0 14 0.38%
9:00:00 PM 1 5 4 0 0 0 0 0 0 0 0 0 0 0 10 0.27%
9:15:00 PM 2 2 5 2 0 0 0 0 0 0 0 0 0 0 11 0.30%
9:30:00 PM 4 4 1 1 0 0 0 0 0 0 0 0 0 0 10 0.27%
9:45:00 PM 1 5 4 1 1 0 0 0 0 0 0 0 0 0 12 0.32%
10:00:00 PM 3 2 2 0 0 0 0 0 0 0 0 0 0 0 7 0.19%
10:15:00 PM 1 5 6 0 0 0 0 0 0 0 0 0 0 0 12 0.32%
10:30:00 PM 1 4 6 0 0 0 0 0 0 0 0 0 0 0 11 0.30%
10:45:00 PM 2 4 3 0 1 0 0 0 0 0 0 0 0 0 10 0.27%
11:00:00 PM 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0.03%
11:15:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
11:30:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
11:45:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00%
PM TOTAL 672 1,264 507 112 13 2 0 0 0 0 0 0 0 0 2,570 69.22% PERCENTAGE 26.1% 49.2% 19.7% 4.4% 0.5% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% CUMULATIVE 672 1,936 2,443 2,555 2,568 2,570 2,570 2,570 2,570 2,570 2,570 2,570 2,570 2,570 PERCENTAGE 26.1% 75.3% 95.1% 99.4% 99.9% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 15th Percentile 10 Mean Speed Average 15
50th Percentile 15 10 MPH Pace Speed 11-20
85th Percentile 21 Number in Pace 311
95th Percentile 24 Percent in Pace 12%
DAY TOTAL 824 1,629 908 309 41 2 0 0 0 0 0 0 0 0 3,713
PERCENTAGE 22.2% 43.9% 24.5% 8.3% 1.1% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 3,713 100.00%

22.2% 66.1% 90.5% 98.8% 99.9% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 85th Percentile 22
PROJECT:

AM Period EB WB PM Period EB WB
0:00 0 0 12:00 21 19
0:15 0 0 12:15 19 21
0:30 1 0 12:30 25 20
0:45 0 1 1 1 2 12:45 25 90 23 83 173
1:00 0 0 13:00 20 20
1:15 2 0 13:15 36 27
1:30 0 1 13:30 27 19
1:45 0 2 0 1 3 13:45 38 121 19 85 206
2:00 0 0 14:00 39 21
2:15 1 0 14:15 41 24
2:30 2 0 14:30 49 27
2:45 0 3 0 0 3 14:45 43 172 21 93 265
3:00 0 0 15:00 65 24
3:15 0 0 15:15 84 19
3:30 0 1 15:30 95 25
3:45 0 0 0 1 1 15:45 105 349 37 105 454
4:00 0 1 16:00 93 39
4:15 0 1 16:15 83 35
4:30 0 0 16:30 66 34
4:45 2 2 0 2 4 16:45 56 298 22 130 428
5:00 0 0 17:00 81 31
5:15 0 2 17:15 66 23
5:30 0 4 17:30 89 34
5:45 4 4 2 8 12 17:45 102 338 27 115 453
6:00 4 0 18:00 76 21
6:15 1 3 18:15 72 26
6:30 5 3 18:30 53 25
6:45 6 16 8 14 30 18:45 43 244 20 92 336
7:00 7 5 19:00 28 16
7:15 14 12 19:15 19 10
7:30 18 53 19:30 12 12
7:45 17 56 61 131 187 19:45 8 67 6 44 111
8:00 16 72 20:00 16 5
8:15 21 44 20:15 11 6
8:30 19 59 20:30 3 5
8:45 28 84 52 227 311 20:45 6 36 8 24 60
9:00 23 48 21:00 5 5
9:15 23 57 21:15 7 4
9:30 27 38 21:30 6 4
9:45 8 81 31 174 255 21:45 7 25 5 18 43
10:00 19 29 22:00 4 3
10:15 19 26 22:15 7 5
10:30 17 28 22:30 5 6
10:45 17 72 23 106 178 22:45 6 22 4 18 40
11:00 20 18 23:00 0 1
11:15 16 16 23:15 0 0
11:30 28 19 23:30 0 0
11:45 22 86 18 71 157 23:45 0 0 0 1 1
Total Vol. 407 736 1143 1762 808 2570
EB WB Combined
2169 1544 3713
Split % 35.6% 64.4% 30.8% 68.6% 31.4% 69.2%
Peak Hour 8:45 7:45 8:00 15:15 15:45 15:30
Volume 101 236 311 377 145 512
P.H.F. 0.90 0.82 0.88 0.90 0.93 0.90
Wednesday, October 22, 2025 sc5684
SPEED1 Whitworth Dr between Palm Dr and Doheny Dr. AimTD 714 253 7888 [email protected] Daily Totals
AM PM
PREPARED BY: AimTD 714 253 7888 [email protected]
WHAT:
• Pavement spot repairs throughout the City.
•
WHAT:

WHEN:

WHERE:

MEETING NOTICE
City of Beverly Hills
Public Works Department
345 Foothill Road
Beverly Hills, CA 90210
www.beverlyhills.org
For questions:
askBH- Customer Relations
Tel: 310.285.1000
Email: [email protected]
Traffic and Parking Commission
meeting to review proposed all-way
stop control at the intersection of
Whitworth Drive and Oakhurst
Drive.

DATE: Tuesday, January 6, 2026
TIME: 9:00 a.m., or as soon there-
after as the matter may be
heard
The meeting will be held at Beverly
Hills City Hall Room 280-A,
broadcast live on BHTV Channel 10
on Spectrum Cable, and webcast
live at
www.beverlyhills.org/watchlive
Project: Traffic and Parking
Commission Meeting –
Whitworth/Oakhurst All-Way Stop
Control
Dear Community Member,
The Public Works Department is recommending installation of all-way stop control at the intersection of Whitworth Drive and Oakhurst Drive.

Currently, there are stop signs on both directions of Oakhurst Drive. Based on evaluation of traffic and other conditions at this location, the addition of two stop signs to control east and west traffic on Whitworth is recommended to increase safety for motorists and pedestrians. As this is a shared jurisdiction intersection with the City of Los Angeles, Beverly Hills staff is coordinating with Los Angeles Department of Transportation on this project.

Whitworth Drive/Oakhurst Drive Intersection
MORE INFORMATION & PUBLIC COMMENT:

The Traffic and Parking Commission agenda and staff report with more information will be available by January 2, 2026, online at www.beverlyhills.org/TPCAgendas.

Persons wishing to comment on this item are invited to participate in the January 6, 2026, Traffic and Parking Commission meeting and/or submit written comments.

Public comment can be offered electronically prior to and during the meeting by emailing [email protected]. Oral public comment can be offered during the meeting by calling 310-288-2288. Any communication received by the City becomes part of the public record.

Live meeting coverage will be available via BHTV Channel 10 on Spectrum Cable and webcast live at www.beverlyhills.org/watchlive. If you are an individual with a disability and need a reasonable modification or accommodation pursuant to the Americans with Disabilities Act (ADA), please contact (310) 285-1000 prior to the meeting for assistance.

YOUR DOLLARS AT WORK

PUBLIC WORKS DEPARTMENT

OLYMPIC BLVD
Hillel
Hebrew
Academy
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