Beverly Hills City Council
September 20, 2022

SCENARIO COMPARISON
Since the publication of the Draft and Final EIR, the Project description has been modified to reduce the number of vehicles utilizing the motor court. The potential site access alternative would further reduce the number of vehicles utilizing the motor court. Table 1 summarizes the number of vehicles exiting the motor court under the original Project description in the EIR, the updated Project description reflected in the May 2022 Local Transportation Study, and in the potential site access alternative.

Table 1
Vehicle Demand Exiting Project Motor Court – PM Peak Hour Original EIR Project
Description
EIR Project Description
with Down Ramp from
Motor Court
Updated Project
Description
Potential Site
Access Alternative
235 vehicles 140 vehicles 148 vehicles 116 vehicles
During the public hearing process, the Planning Commission requested that a down ramp from the motor court to the subterranean parking garage be incorporated into the Project design. This down ramp would be used by valet drivers to enter the parking garage and would eliminate the need for valet drivers to exit the motor court onto South Santa Monica Boulevard and then travel on North Beverly Drive to enter the reconfigured alley and parking garage entrance. In the original Project description, a total of 235 vehicles (as shown in Table 1) were making the rightturn movement out of the motor court in the PM peak hour with 95 of these vehicles being driven by valet drivers. Therefore, adding a down ramp would have reduced the number of vehicles exiting the motor court from 235 to 140 vehicles during the PM peak hour (235 total - 95 valet =140 vehicles). The updated Project description results in a similar reduction in vehicles exiting the motor court. The revised land uses and site operations reduces the number of vehicles exiting the motor court from 235 vehicles in the Draft EIR to 148 vehicles, a reduction of 87 vehicles in the PM peak hour. The potential site access alternative would further reduce vehicle demand to 116 vehicles exiting the motor court during the PM peak hour.

Cheval Blanc Beverly Hills
May 16, 2022

The reduction in vehicle demand in the motor court would also result in a reduction in average delay for vehicles exiting the motor court in the PM peak hour. Table 2 summarizes the average delay for vehicles exiting the motor court under the original Project description in the EIR, the updated Project description reflected in the May 2022 Local Transportation Study, and in the potential site access alternative.

Table 2
Motor Court Traffic Operations – PM Peak Hour
Scenario Original EIR Project
Description
Updated Project
Description
Potential Site Access
Alternative
Existing plus Project

68.3 seconds/vehicle
LOS F

36.4 seconds/vehicle
LOS E

29.8 seconds/vehicle
LOS D
Future plus Project

89.8 seconds/vehicle
LOS F

42.8 seconds/vehicle
LOS E

33.8 seconds/vehicle
LOS D
* Average vehicle delay for vehicles exiting the motor court in the PM peak hour.

In comparison to the results reported in the EIR, the delay for vehicles exiting the motor court is substantially lower with the updated Project description and is further reduced with the potential site access alternative.

Attachment 16
Hirsch Green Alley Study
Dated 1.18.22
13333 Ventura Boulevard, Suite 204 Sherman Oaks, California 91423 Phone 818.325.0530 Fax 818.325.0534 Hirsch/Green Transportation Consulting, Inc.

IRSCH
REEN
January 18, 2022
Mr. Masa Alkire, AICP
Principal Planner
Department of Community Development, Planning Division
City of Beverly Hills
455 North Rexford Drive
Beverly Hills, California 90210
RE: Updated Responses to April 10, 2020 Beverly Hills Department of Community Planning Initial Review Comment Letter on Cheval Blanc Hotel Specific Plan Project (PL2000138) Dear Mr. Alkire,
This letter provides updated responses to the traffic and/or access-related comments contained in the City of Beverly Hills April 10, 2020 Department of Community Planning initial review letter regarding the proposed Cheval Blanc Hotel Specific Plan Project at 468 North Rodeo Drive; a copy of the Department’s letter (including applicable supporting comments from Fehr & Peers, the City’s contract traffic engineering consultant) is provided in the attachments. Specifically, this document addresses comments noted under the “Planning and Zoning Comments” heading (“Project Description Attachments” subheading, page 6) of the City’s letter, including a request to study the traffic conditions in the north-south alley currently bisecting the project site (proposed to be modified by the project), as well as the effects of the project’s access and construction activities on the alley operations. The following discussions also incorporate revisions to the project itself in response to comments received on the City’s Draft Environmental Impact Report (“DEIR”).

Alley Study
The subject alley is an approximately 20-foot wide, one-way southbound facility located mid-block between Rodeo Drive and Beverly Drive that connects South Santa Monica Boulevard on the north with Wilshire Boulevard on the south, as shown in Figure 1. Within the immediate vicinity of the proposed project, the alley provides access to loading and employee/customer parking areas for a variety of commercial and retail businesses fronting along both Rodeo Drive and Beverly Drive between South Santa Monica Boulevard and Brighton Way, along with an exit-only driveway for a private/public parking garage at 421 North Beverly Drive. The subject project proposes to vacate the portion of the alley adjacent to its currently individual parcels (in order to merge the separate project sites) and relocate the alley entrance to Beverly Drive, as indicated in Figure 2.

As part of the City’s initial review comments on the proposed project, Fehr & Peers noted that a study of the current (and anticipated future) operations of the alley should be provided to identify whether the proposed alley reconfiguration would impact other businesses using the alley.

EXISTING ALLEY EXISTING ALLEY EXISTING ALLEY DRIVE BEVERLY DRIVE RODEO CAMDEN DRIVE

SANTA MONICA

LITTLE SANTA MONICA

BOULEVARD

BOULEVARD

BRIGHTON WAY

DAYTON WAY WILSHIRE

BOULEVARD

PROJECT SITE

PROJECT SITE AND EXISTING ALLEY LOCATION
FIGURE 1 CHEVAL BLANC HOTEL (BEVERLY HILLS) \ PHOTO-GENERAL AREA -1 4/28/2020 2 N
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN
RODEO

LITTLE SANTA MONICA BOULEVARD DRIVE DRIVE BEVERLY RODEO

LITTLE SANTA MONICA BOULEVARD DRIVE DRIVE BEVERLY

RELOCATED ALLEY ENTRANCE

PROJECT SITE LAYOUT AND

ALLEY ACCESS RECONFIGURATION
FIGURE 2 CHEVAL BLANC HOTEL (BEVERLY HILLS) \ EXISTING-PROPOSED SITE PHOTO 12/23/2021 3 IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN

EXISTING SITE LAYOUT

PROPOSED SITE LAYOUT
N
Letter to Mr. Masa Alkire
January 18, 2022

Alley Traffic Volumes
The amount of traffic currently using the alley was identified through a series of 24-hour counts conducted at the alley’s South Santa Monica Boulevard entrance in April and May of 2019, including a total of eight weekdays, two Saturdays, and two Sundays (a total of 12 survey days).

These counts represent typical weekday and weekend conditions during weeks with no holidays or other notable special events, with area schools and businesses exhibiting normal operations, and seasonal weather conditions (temperatures, rainfall, etc.) throughout the count period.

The results of the counts indicate that on weekdays, the alley exhibited an eight-day average of approximately 718 total vehicles per day, including a maximum of about 801 vehicles per day.

The majority (about 67 percent) of these vehicles entered the alley via an eastbound right turn from South Santa Monica Boulevard, with the remainder entering from the westbound direction via a left turn move. Further, most of the observed alley traffic consisted of typical automobiles (654 vehicles per day, or about 91 percent) and single-unit (SU-30 or SU-40) delivery trucks (58 vehicles per day, or about eight percent), with garbage trucks and motorcycles making up the rest of the traffic (each averaging three vehicles per day, or about 0.5 percent of the total).

These daily averages are generally maintained during each of the three weekday “peak periods” (morning, mid-day, and afternoon/evening) examined for the purposes of this study. Specifically, during the AM peak hour (which typically occurred within the period from 8:30 AM to 9:45 AM), the alley accommodated an average of 110 total vehicles (with a maximum of 123 vehicles), including 103 automobiles (approximately 94 percent), six delivery trucks (roughly five percent), and one motorcycle. During the mid-day peak hour (which varied widely for each individual day, but with all occurring between 12:00 noon and 2:00 PM), an average of about 59 total vehicles (maximum of 75 vehicles) accessed the alley, including 52 automobiles (about 88 percent) and seven delivery trucks (about 12 percent), while during the weekday afternoon/evening peak hour (which also varied by day, although all occurred during the period between 3:00 PM and 5:15 PM), an average of about 48 total vehicles (including a maximum of 63 vehicles) entered the alley, including 43 automobiles (about 90 percent) and five delivery trucks (about 10 percent). As with the overall daily conditions, most of the peak hour alley traffic (between about 56 and 73 percent) entered via a right turn from South Santa Monica Boulevard.

Overall traffic in the alley on weekends was substantially lower than during the weekdays, with two-day averages of about 597 total vehicles per day (maximum of 610 total vehicles per day) on Saturdays, and of about 279 total vehicles per day (maximum of 283 vehicles per day) on Sundays.

Again, most of this traffic (around 70 percent for each day) entered the alley via a right turn from South Santa Monica Boulevard, and was comprised primarily of typical automobiles, including about 570 vehicles per day (about 95 percent) on Saturdays, and about 274 vehicles per day (about 98 percent) on Sundays. The remaining average daily Saturday traffic consisted primarily Letter to Mr. Masa Alkire
January 18, 2022

of single-unit delivery trucks (23 vehicles, or approximately four percent of the total), although three garbage trucks and one semi-trailer truck were also observed. However, while the averages suggest that a semi-trailer truck could be expected to access the alley on any typical Saturday, it is of note that only one semi-trailer truck used the alley during the 12-day observation period, on Saturday May 11, 2019 at 11:30 AM. On Sundays, in addition to the 274 daily automobiles, an average of five single-unit delivery trucks per day were observed (about two percent of the total daily traffic for that day); no other types of vehicles utilized the subject alley on Sundays.

During the AM peak hour on Saturday (from 8:45 AM to 9:45 AM for both count days), the alley exhibited an average total traffic demand of about 98 vehicles (and a maximum of 100 vehicles), including 96 automobiles (approximately 98 percent), and two delivery trucks (about two percent), while during the mid-day peak hour (between 12:00 noon and 1:00 PM for both observed days), an average (and maximum) of about 61 total vehicles utilized the alley, including 58 automobiles (about 95 percent) and three single-unit delivery trucks (about five percent). During the Saturday afternoon/evening peak hour (which occurred from 3:00 PM to 4:00 PM on both of the count days), an average of approximately 53 total vehicles (with a maximum of 59 vehicles) used the alley, including 50 automobiles (about 94 percent) and three delivery trucks (about six percent).

Again, the majority of the Saturday peak hour traffic (between about 58 and 74 percent) entered the alley via an eastbound right turn from South Santa Monica Boulevard.

Finally, on Sunday, during the AM peak hour (occurring generally between 8:00 AM and 9:30 AM), an average of approximately 14 total vehicles (maximum of 16 total vehicles) utilized the alley, including 13 automobiles (about 93 percent), and one delivery truck (about seven percent).

During the Sunday mid-day peak hour (generally between 12:00 noon and 1:15 PM), an average (and maximum) of approximately 25 total vehicles, including 24 automobiles (about 96 percent) and one delivery truck (about four percent) used the alley, along with an average (and maximum) of about 38 total vehicles (all automobiles) during the Sunday afternoon/evening peak hour (which occurred during the overall time period between 3:15 PM to 4:45 PM). As with both the weekday and Saturday conditions described previously, most of the Sunday peak hour traffic (about 64 to 72 percent) entered the alley via a right turn from South Santa Monica Boulevard.

The average alley traffic volumes for the weekday daily (24-hour) and various peak hour periods are shown in Figure 3(a), while the average alley volumes during these same periods are shown for Saturday and Sunday conditions in Figures 3(b) and 3(c), respectively. The alley traffic counts for each of the individual surveyed days are provided in the attachments to this document.

As identified previously in Figure 2, the project’s proposed relocation of the alley entrance from its existing location to Beverly Drive will require that vehicles currently making the right turn into the alley instead continue eastward on South Santa Monica Boulevard to Beverly Drive, where they would then turn right onto Beverly Drive in order to access the new alley entrance. However, Little Santa Monica Boulevard Alley
Little Santa Monica Boulevard Alley
445
38 0
0 2
485

MOTORCYCLE
SEMI

GARBAGE

DELIVERY
AUTO
TOTAL
209
20 3
0 1
233

MOTORCYCLE
SEMI

GARBAGE

DELIVERY
AUTO
TOTAL
Little Santa Monica Boulevard AlleyLittle Santa Monica Boulevard Alley

DAILY AM PEAK HOUR

MID-DAY PEAK HOUR PM PEAK HOUR
57 4
0 0
1 62

MOTORCYCLE
SEMI

GARBAGE

DELIVERY
AUTO
TOTAL
46 2
0 0
0 48

MOTORCYCLE
SEMI

GARBAGE

DELIVERY
AUTO
TOTAL
36 5
0 0
0 41

MOTORCYCLE
SEMI

GARBAGE

DELIVERY
AUTO
TOTAL
16 2
0 0
0 18

MOTORCYCLE
SEMI

GARBAGE

DELIVERY
AUTO
TOTAL
31 4
0 0
0 35

MOTORCYCLE
SEMI

GARBAGE

DELIVERY
AUTO
TOTAL
12 1
0 0
0 13

MOTORCYCLE
SEMI

GARBAGE

DELIVERY
AUTO
TOTAL

EXISTING ALLEY TRAFFIC VOLUMES
WEEKDAY (8-DAY AVERAGE)
FIGURE 3(a) CHEVAL BLANC HOTEL (BEVERLY HILLS) \ ALLEY VOLUMES (WEEKDAY) 4/24/2020 6 N
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN
Little Santa Monica Boulevard Alley
Little Santa Monica Boulevard Alley
386
14 1
1 0
402

MOTORCYCLE
SEMI

GARBAGE

DELIVERY
AUTO
TOTAL
184
9 2
0 0
195

MOTORCYCLE
SEMI

GARBAGE

DELIVERY
AUTO
TOTAL
Little Santa Monica Boulevard AlleyLittle Santa Monica Boulevard Alley

DAILY AM PEAK HOUR

MID-DAY PEAK HOUR PM PEAK HOUR
56 1
0 0
0 57

MOTORCYCLE
SEMI

GARBAGE

DELIVERY
AUTO
TOTAL
40 1
0 0
0 41

MOTORCYCLE
SEMI

GARBAGE

DELIVERY
AUTO
TOTAL
42 2
0 0
0 44

MOTORCYCLE
SEMI

GARBAGE

DELIVERY
AUTO
TOTAL
16 1
0 0
0 17

MOTORCYCLE
SEMI

GARBAGE

DELIVERY
AUTO
TOTAL
37 2
0 0
0 39

MOTORCYCLE
SEMI

GARBAGE

DELIVERY
AUTO
TOTAL
13 1
0 0
0 14

MOTORCYCLE
SEMI

GARBAGE

DELIVERY
AUTO
TOTAL

EXISTING ALLEY TRAFFIC VOLUMES
SATURDAY (2-DAY AVERAGE)
FIGURE 3(b) CHEVAL BLANC HOTEL (BEVERLY HILLS) \ ALLEY VOLUMES (SATURDAY) 4/24/2020 7 N
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN
Little Santa Monica Boulevard Alley
Little Santa Monica Boulevard Alley
190
3 0
0 0
193

MOTORCYCLE
SEMI

GARBAGE

DELIVERY
AUTO
TOTAL
84 2
0 0
0 86

MOTORCYCLE
SEMI

GARBAGE

DELIVERY
AUTO
TOTAL
Little Santa Monica Boulevard AlleyLittle Santa Monica Boulevard Alley

DAILY AM PEAK HOUR

MID-DAY PEAK HOUR PM PEAK HOUR
9 0
0 0
0 9

MOTORCYCLE
SEMI

GARBAGE

DELIVERY
AUTO
TOTAL
4 1
0 0
0 5

MOTORCYCLE
SEMI

GARBAGE

DELIVERY
AUTO
TOTAL
17 1
0 0
0 18

MOTORCYCLE
SEMI

GARBAGE

DELIVERY
AUTO
TOTAL
7 0
0 0
0 7

MOTORCYCLE
SEMI

GARBAGE

DELIVERY
AUTO
TOTAL
27 0
0 0
0 27

MOTORCYCLE
SEMI

GARBAGE

DELIVERY
AUTO
TOTAL
11 0
0 0
0 11

MOTORCYCLE
SEMI

GARBAGE

DELIVERY
AUTO
TOTAL

EXISTING ALLEY TRAFFIC VOLUMES
SUNDAY (2-DAY AVERAGE)
FIGURE 3(c) CHEVAL BLANC HOTEL (BEVERLY HILLS) \ ALLEY VOLUMES (SUNDAY) 4/24/2020 8 N
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN
Letter to Mr. Masa Alkire
January 18, 2022

while this “redistribution” of the eastbound traffic entering the alley would likely increase the number of vehicles travelling through the intersection of South Santa Monica Boulevard and Beverly Drive, as described earlier, any such additional traffic would be relatively nominal, with a maximum of about 72 vehicles per hour during any of the typical weekday “peak hour” periods (AM, Mid-day, PM), and a maximum of approximately 65 vehicles per hour during any of these time periods on typical weekends (specifically, on Saturdays). This potential increase in traffic at the subject intersection would equate to only about one or two new vehicles per signal cycle, assuming that none of the existing eastbound alley traffic diverts to other travel routes following the relocation of the alley entrance, and further, would be right turns, some of which could occur as a “right-turn on red” move when eastbound South Santa Monica Boulevard traffic is stopped.

The number of vehicles passing through this intersection along the other approaches would be essentially unchanged, although they would exhibit somewhat different travel patterns (changing from southbound right turns to southbound through movements, from westbound through moves to westbound left turns, and eliminating the northbound left turn move). Therefore, the impacts of the proposed relocation of the alley entrance alone on the operations of the intersection of South Santa Monica Boulevard and Beverly Drive are expected to be minimal. Additionally, under the current configuration, large trucks (including both single-unit and semi-trailer trucks) entering the alley from the curb lane of eastbound South Santa Monica Boulevard must typically “swing wide” into the inboard eastbound lane (and potentially, into the westbound inboard lane and oncoming traffic) to make the turn without impacting the buildings on either side of the alley.

As detailed later in this document, due to the wider curb lane (including on-street parking) on southbound Beverly Drive, such large trucks will be able to access the relocated alley entrance without encroaching into the adjacent (or oncoming) lane.

Alley Access and Operations
In addition to the relocation of the alley entrance, the proposed alley reconfiguration will require that vehicles using the alley make a 90-degree turn from the new east-west oriented portion of the alley (from Beverly Drive) in order to access the existing and unaffected north-south segment.

As a result, additional evaluations were performed to assure that all of the various vehicle types observed accessing the alley could make this maneuver. As described earlier, the majority of the vehicles using the alley are typical automobiles (including light trucks, such as pickups and vans), although a number of larger single-unit delivery trucks and garbage trucks were also identified, along with one semi-trailer truck. Further, although not observed during the alley traffic counts, the reconfigured alley must also accommodate certain emergency vehicles, such as fire trucks.

Therefore, the turning movement evaluations were conducted for each type of vehicle that was either directly observed during the alley traffic counts or are anticipated to use the alley, including typical single-unit delivery trucks (SU-30 and SU-40), a semi-trailer truck (WB-40) of the size Letter to Mr. Masa Alkire
January 18, 2022

typically used for urban area deliveries, a typical garbage truck, two types of fire/rescue trucks similar to or larger than are used by the City1, and an “articulated” ladder truck per specifications provided by the Beverly Hills Fire Department. The results of these evaluations, which are based on the project’s current ground floor plan (dated “December 9, 2021”), are shown graphically in the attachments, indicate that all of these vehicle types will be able to make the left turn from the relocated portion of the alley to the remaining segment with little or no difficulty. Therefore, the proposed reconfiguration of the alley would not limit its use by any of the observed vehicle types, and since the portions of the alley south of the project site will be unaffected by its development, no significant impact to the existing operations of the alley for its other users are anticipated.

Additionally, vehicular access to the alley will be provided at all times during construction of the proposed project, so that no disruption in alley service for the existing businesses to the south of the project site will occur. As detailed in the proposed project’s construction management plan (submitted under separate cover), the construction of the project will occur in multiple phases, with the first phase(s) involving the demolition of the eastern half of the project site, currently occupied by the Paley Center for Media building and adjacent 449 Beverly Drive building, and the subsequent excavation of that area in order to construct the project’s subterranean levels.

Vehicular access to the alley from its existing access location on South Santa Monica Boulevard will be maintained throughout this portion of the project’s construction activities. This phase will also include the construction of the new segment of the alley, between Beverly Drive and the existing alley, atop the subterranean levels. Once the new alley segment has been completed, it will be connected to the remaining north-south portion of the alley, and the existing entrance from South Santa Monica Boulevard (along with the portions of the alley north of the new segment) will be closed and ultimately removed during subsequent phases of the project’s construction.

Note that the connection of the new alley segment with the remainder of the existing alley may require a temporary and short-duration closure of all access to the alley, although it is expected that this procedure can be accomplished during late weekday or weekend evening hours (with permission from the City) when alley activity is nominal to minimize impacts to alley operations.

As a result, based on these evaluations, the proposed alley reconfiguration will not affect access for any of the vehicle types observed to use that facility, up to and including semi-trailer trucks.

Therefore, since neither the physical configuration nor the operational conditions of the portions of the alley south of the project site will be affected, the proposed relocation of the alley entrance is not anticipated to result in any significant impacts to other (non-project) users of the alley.

1 The City of Beverly Hills Fire Department provided specifications for a Caterpillar C12 Urban Search and Rescue Vehicle (“USRV”) [e-mail from Dept. Fire Chief J. Matsch, August 6, 2019]. The AutoTurn software used for evaluating turn movements does not include this vehicle. Therefore, turning movements are provided for the Zahnen Rescue Unit, which is two inches shorter in overall length, but with a 24” longer wheelbase, than the Caterpillar C12 USRV. In addition, turning movements are also provided for the Smeal Aerial RM 55-foot vehicle, which is 24” longer overall than the Caterpillar C12 USRV.

Letter to Mr. Masa Alkire
January 18, 2022

Alley Access to Proposed Project Loading Docks and Subterranean Parking As also shown earlier in Figure 2, vehicular access to the proposed project’s on-site loading bays will be provided from the relocated portion of the alley. Delivery vehicles using the loading bays will enter the project site from the (relocated) alley, and then back into either of the two bays; once the loading/unloading activity is completed, the trucks will then exit the site into the alley to continue southward through the remaining north-south portion of the alley toward Brighton Way.

New studies of the operations of the updated configuration of the project’s loading bay area indicated that a typical SU-30 (single-unit) delivery truck, which is the type and size of vehicle anticipated to serve the proposed project, can accomplish the maneuvers necessary to access either of the two loading bays entirely within the project site, although it is also anticipated that multiple vehicle moves (all of which will be accommodated wholly within the project site, as shown in the attached graphics) will be required in order to exit from “loading bay 1” (the interior of the two loading bays) when another vehicle is occupying the adjacent (outermost) “loading bay 2”.

Additionally, while larger trucks are not anticipated to utilize the proposed project’s loading bays, a supplemental evaluation of the potential use of an SU-40 (single-unit) truck was conducted.

As detailed in the earlier alley study prepared by our firm (dated “April 20, 2020”), that evaluation identified that an SU-40 truck could also enter and exit both of the loading bays, although such vehicles could encounter difficulty (due to their additional length and larger turning radii) when attempting to enter “loading bay 2” or exit from “loading bay 1”, particularly when another vehicle is occupying the adjacent loading bay. These moves would require that the SU-40 truck encroach into the alley (backing up into the alley to provide the correct orientation). Due to these issues, the project will prohibit the use of “loading bay 1” by SU-40 trucks, although the loading bays have been redesigned to allow for the use of “loading bay 2” by SU-40 trucks without requiring multiple vehicle movements or encroachment into the alley. Graphics illustrating the entry and exit maneuvers of an SU-30 truck for both loading bays, and an SU-40 truck for “loading bay 2”, both for when the adjacent bay is being used, are provided in the attachments.

However, it is of note that the loading bays are located in an area that will be used by vehicles returning from the proposed project’s subterranean parking levels to the on-site porte cochere.

Therefore, while adequate vehicular access to the project’s on-site loading bays will be provided, in order to avoid conflicts with both “internal” (on-site) project-related vehicular circulation and general (non-project) alley operations, it is recommended that all deliveries to the project site that require the use of the loading bays be scheduled during the “off-peak” periods of the day, when traffic activity at the project site and/or in the alley are expected to be reduced. Further, during the delivery truck loading dock “entering” and “exiting” maneuvers, attendants should be provided to direct and/or control project and alley traffic, to further ensure that potential conflicts do not occur, and that acceptable vehicular circulation in the alley on the project site is maintained.

Letter to Mr. Masa Alkire
January 18, 2022

Summary and Conclusions
The evaluations of the Cheval Blanc Hotel Specific Plan Project’s proposed relocation of the alley entry from its current location on South Santa Monica Boulevard to Beverly Drive indicate that no significant impacts to vehicular access or to the operations of the alley are expected.

Further, the location and operations of the project’s loading bays will be acceptable, and will not significantly impact the alley, although it is recommended that the project schedule deliveries for off-peak times, and provide attendants to assure that conflicts with alley traffic do not occur.

Please review the preceding and attached information and analyses, and feel free to contact me if you have any questions or comments.

Sincerely,
Ron Hirsch, P.E.

Principal
Cc: Ms. Deborah Quick, Perkins Coie

Attachments

ATTACHMENTS

CITY OF BEVERLY HILLS DEPARTMENT OF COMMUNITY PLANNING
INITIAL REVIEW COMMENT LETTER (APRIL 10, 2020)
CHEVAL BLANC HOTEL SPECIFIC PLAN PROJECT (PL2000138)

April 10, 2020
Deborah E. Quick
Morgan, Lewis & Bockius, LLP
One Market, Spear Street Tower
San Francisco, CA, 94105
RE: Initial Review of submitted application for the proposed Cheval Blanc Hotel Specific Plan Project (Specific Plan, Zoning Map and Zone Text Amendment, General Plan Amendment, Vesting Tentative Parcel Map, Encroachment Agreement, and Development Agreement) located at 468 North Rodeo Drive (PL2000138).

Dear Ms. Quick:

Staff has conducted a review of the above application, which was submitted to the City on March 12, 2020. At this time, the submitted application and plans have been deemed incomplete. Please note that due to the need for certain City staff to focus on providing essential City services during the on-going covid-19 pandemic, complete comments are not available from all City departments at this time. Responses to the following information requests and provided comments are required to continue evaluation of your application:

PLANNING AND ZONING COMMENTS
Project Plans
1) G001 – PARCEL, NUMBERS AND SITE AREA: Also identify the total parcel size of 55,606 SF as an additional line item as this is the size of the project site if the parcel map is approved.
2) G001 – FLOOR AREA AND FLOOR AREA RATIO: Add additional row “Gross Site Area – 55,606 SF”. In the ON PLANS column provide the actual PROPOSED MAX. FAR TOTAL SITE calculation (4.06?), move the 4.2 FAR calculation to the SPECIFIC PLAN MAX. column. Also move the 3.9 PROPOSED MAX. FAR ABOVE GRADE figure to the SPECIFIC PLAN MAX. column, provide the actual FAR (3.78?) in the ON PLANS column.
3) G001- Add a table that provides floor area by use type: “Hotel” (breakdown by subcategory, such as “Member Club”, “Public Restaurant”, “Hotel Restaurant”, “Spa/Wellness Center”), “Retail”, “Exempt Space” and “Total”. This table will be 





 
 






used as a reference in the future regulation amendments proposed in the Draft Specific Plan.
4) G001- BUILDING HEIGHT – ZONING: delete ZONING from title. Retitle the text at the beginning of this section as “Current C-3 Height Requirement”. Modify the table REQUESTED HEIGHT/STORIES into ON PLANS column and SPECIFIC PLAN MAX. column. Create rows in this table to clearly identify the maximum height allowed for the various portions of the building. See comments in the height section of the attached Specific Plan markup for further information. 5) G001- BUILDING HEIGHT: The “calculation of the height of the building” paragraph needs to be substantially rewritten, as the proposed height measurement for this Project does not match the cited BHMC section. See the comments on the Draft Specific Plan, and update this section. The list of allowable height exemptions can reference the appropriate section of Cheval Blanc Specific Plan instead of being listed in their entirety on the cover sheet. 6) G001- CODE PARKING ANALYSIS: Retitle text at beginning of this section as “Current Requirements”. Retitle the table “Requested Parking Requirements”.

Rename columns “Provided Spaces On Plans” and “Specific Plan Required Spaces” and fill the table in with applicable information. Rename “Ratio” column “Required Ratio”. Add rows to document parking credits the Project will utilize (in lieu parking, 50% hotel parking for retail credit, 15% project reduction credit). See comments in Draft Specific Plan regarding the 15% reduction credit. The credit rows should be filled in with negative numbers. The required and provided columns will then both have totals based on the sum of all rows included in the table.
7) G001- COMMERCIAL LOADING: Rename text at beginning of section “Current Requirements”. Change end of section to “Requested Loading Requirements”.

Provide a table that includes columns: “Required Loading Space Type”, “Required Loading Space Size”, “Specific Plan Loading Space Requirement”, and “Provided Loading Spaces”.
8) G003- PLOT PLAN: Label location of height datum point. Provide elevation of height datum point. Label Pedestrian Plaza.
9) G003- PLOT PLAN: Clarify “Zero Lot Line No Setback” label. Is this a Specific Plan regulation, if so, include a setback regulation in the specific plan, and include a setback table on sheet G001 that identifies required and provided building setbacks. Identify the actual building distance from the lot line on the plot plan.

There appears to be space between the lot line and the proposed building at both locations labeled “Zero Lot Line, No Setback”.

10)G004- SITE CROSS SECTION: On each section, provide depth measurements from the ground surface to the top of the underground encroachments. The depth 





 
 






of these encroachments must meet or exceed the depth requirement proposed in the Draft Specific Plan (10 feet).
11)G004- SITE CROSS SECTION: Indicate the height datum elevation as a line across each elevation. Building height measurement should originate from this line. Provide a building height envelope line that visually represents the requested maximum building heights that are included in the Draft Specific Plan. 12)A101 to A103- BASEMENT LEVELS: Provide directional indicators for one way and two way drive aisles; provide dimension for drive aisle widths (one way and two way); on each sheet provide measurements for typical stall sizes for standard spaces, tandem spaces, compact spaces, and loading bays; provide measurements indicating additional required clearances from obstructions, such as building columns; label each tandem stall; provide ramp slope information for both transition slopes and main slopes.
13)A101 to A103- BASEMENT LEVELS: Revise the PARKING SUMMARY table on each sheet to identify tandem spaces on a per stall basis. This will double the number of spaces. This will allow the table to sum correctly and better mesh with the regulations requested in the draft Specific Plan.
14)A101 to A103- BASEMENT LEVELS: Provide electric vehicle charging information on applicable levels. The Green Building Code requires that a certain number of vehicle charging stations be provided. In addition vehicle charging was identified as a project feature in Section 4.9 of the draft Specific Plan. 15)A103- B1: Identify location of bicycle parking and bicycle amenities compliant with the Green Building Code and Sections 4.4.D and 4.9 of the draft Specific Plan. 16)A103- B1: The back-up area for Loading Bay 1 does not appear to be compliant with the loading space access requirements of 4.4.C. There appears to be a conflict with the most eastern parallel space.
17)A111- A192 All floor plans: Provide setback distances of the structure from property lines. At the ground level it appears that the building is setback from the southern interior property lines. Upper levels of the building are stepped back from the property line, provide information on those step back distances. 18)A111- GROUND LEVEL: Include directional information on vehicle drive aisles and ramps, provide width of drive vehicle drive aisles. Provide slope information for ramps.
19)A111- GROUND LEVEL: The configuration of the two truck loading bays appears to conflict with the draft Specific Plan’s minimum drive aisle requirement for one way traffic.






 
 






20) CIRCULATION COMMENT: Provide a separate exhibit that provides turning radius information (AutoTURN) for vehicles that could access the site, such as identified delivery vehicle types, emergency vehicles and standard passenger vehicles.
21)A111- GROUND LEVEL: Label taxi/ride share spaces. Provide dimensions for all loading/drop-off and valet vehicle spaces in the motor court. 22)A121- SECOND LEVEL: Provide more detailed information regarding the dimensions and configuration of the Porte Cochere, as this sheet is referenced in draft Specific Plan Section 4.3 as the control on the size and attachment of this feature.
23) A151- 5th LEVEL: Provide height of glass guardrail and landscaped planter box located on guestroom balconies, provide height of operable awning. 24)A161- 6th LEVEL: Provide height for the following features: cabana shade structures, main shade structure, acoustic barrier, and exterior rooftop bar. 25)A171- 7th LEVEL: Provide building step back measurements; provide height of acoustic barrier, glass guardrail, and operable awnings on guestroom balconies. 26)A181- 8th LEVEL: Provide building step back measurements: provide height of acoustic barrier, glass guardrail, and operable awnings on guestroom balconies. 27) A191- 9th LEVEL: Provide building step back measurements: provide height of acoustic barrier, glass guardrail, planters for landscaping, trellis, shade structure, and operable awnings on guestroom balcony.
28)A192- LOW ROOF PLAN: Provide distance of mechanical enclosure from property lines. Provide height of screen wall.
29)A193- HIGH ROOF PLAN: Provide height of rooftop features. 30)ALL FLOOR AREA DIAGRAMS: Provide a floor area total for each of the use types that are color coded on each diagram sheet. Add an additional sheet that provides a table that tallies the floor area identified on each level. This new sheet should match the information in the new table requested on G001 (see Comment 3 above). Create a separate Outdoor Areas category, do not combine it with exempt space (MEP, Cores, shafts). Provide separate calculations for outdoor dining areas and other outdoor space. On each sheet provide the area of each elevator lobby exclusion.
31)ALL ELEVATIONS AND SECTIONS: Add the height datum as a line across the elevation. Provide a building height envelope that indicates the maximum allowable heights of the building. Include rooftop features on all elevations and indicate the height of the rooftop features. Include measurement on sections 





 
 






identifying the depth of the portions of Level B2 that project beyond the property line.

Project Description
1) Provide more information on the Private Club use. This Project Description discussion should inform the regulations that you add to the draft Specific Plan that are applicable to the Private Club. The operation of the club within the hotel facilities, hours of operation, membership and guest policy should all be addressed. Questions include: the maximum number of members, the maximum occupancy of the club, the number of allowable guests per member, how will events be held at the club, and how does the lobby entrance on Beverly drive operate for pedestrians and vehicles? The operation of the Private Club could inform parking demand and should be directly addressed in the parking demand analysis.
2) Add information to the construction phasing discussion that address when the alley realignment will occur. This information will be an important consideration when construction related traffic impacts are analyzed. Also see the Public Works Engineering comments in this letter.
3) The appropriate recommended export hauling route will need to be discussed with the City’s Traffic Engineer.
4) Provide specific in lieu parking information, including a copy of the covenant recorded against the property.
5) P.1 and P.5- Update to include proposed parcel size (1.275 acres), identify the 1.2 acres is exclusive of the alley area.
6) P.3- According to the plans the Private Club entrance is from Beverly Drive, not the alley.
7) P.8- Allowable construction hours in Beverly Hills start at 8 AM: BHMC 5-1-205. update Phase 1 information to reflect this requirement. 8) P.9- Provide a basis for the use of a 25% bulking/fluff factor. 9) P.11- Provide verification information that the cited privately owned sites have surplus parking available above the required parking for those sites, that can be used to provide construction employee parking for this Project. 10)P.11- Table 4: Why are operational hours identified as extended hours? That is a specific permit type in the BHMC that this Project does not require. 





 
 






11) P.12- Application types: The application includes a submittal for a Vesting Tentative Parcel Map, not a Tract Map. Add Specific Plan to the list of requested entitlements.

Project Description Attachments
Exhibit 1 – Parking Demand Analysis
1) Please review the City’s Traffic Engineer comments below and review the comments of the City’s traffic peer reviewer (Attachment 2) regarding Parking Demand and the Motor Court.
2) Table 3 – Parking Tabulation: identify in lieu parking as a row in the table and include the number of in lieu spaces as a negative number. Include a row in the table for the 15% reduction and include a negative number of spaces to account for the reduction. The 170 space total identified in this table does not match the project plans.

Exhibit 2- Valet Parking Management Plan
3) Please review the comments of the City’s traffic peer reviewer (Attachment 2) regarding the valet parking plan.
4) Please provide more information as to when drive aisle stacked parking will be used. Is this intended for occasional use, such as during events or other functions of the Private Club?
Additional Traffic Peer Review Comments
5) Submit an Alley Study. Please review the City’s traffic peer reviewer comments regarding submittal of an alley study for the Project.

Exhibit 3- Loading and Deliveries Narrative
6) The 12’ by 35’ spaces located on the ground level appear to conflict with the required drive aisle for vehicles exiting the ramp from B1, please clarify whether there is a conflict.
7) Provide information to describe an SU-30 truck and proof that this would be the largest delivery vehicle that would visit the site. Provide information whether the provided spaces are large enough for an SU-30 truck.
8) Provide a weekly or monthly estimated delivery schedule that includes both retail and hotel deliveries. It should include delivery type, size of vehicle used, and number of deliveries per week/month.






 
 






9) Please clarify the statement “if the City of Beverly Hills is hosting a large event”.

What does the statement refer to?
Exhibits 4 through 7
Thank you for providing two Historic Resource Assessments and building permit records for two of the sites. This information will be peer reviewed as part of the CEQA environmental review process.
10) Preliminary comment: The two assessments should analyze the National and California register criteria separately, and specifically with respect to the criteria relating to the significance of buildings that are less than 50 years old.

Exhibits 8 though 12
Thank you for providing the five geotechnical and seismic reports. These will be reviewed as part of the CEQA environmental review of the Project.

Draft Specific Plan
1) Please review the comments included in the attached marked-up Draft Specific Plan (Attachment 1) and resubmit a revised version of this document.

Draft Specific Plan Figures
1) Figure 3- EXISTING SITE CONDITIONS: Provide the boundaries of the existing parcels on the exhibit.
2) Figure 5- MODIFIED ZONING AND LAND USE: The zoning and general plan maps will need to be updated to also include the M-PD-5 zoning and land use designation.
3) Figure 6- SPECIFIC PLAN LAND USE CONCEPTS: The east elevation identifies retail at the corner of North Beverly Drive and South Santa Monica Boulevard. This appears to be inaccurate.
4) Figure 7- BUILDING PLACEMENT: This figure is cited on page 7 of the Draft Specific Plan as controlling the size and configuration of the pedestrian plaza. If the figure is used for this purpose additional information needs to be included regarding the plaza, including : plaza dimensions, art location, as well as distances from obstructions for the art piece location, and ADA paths of travel in plaza. 5) Figure 8-SURROUNDING CIRCULATION: Provide the City’s street classifications of the streets included in this exhibit.
6) Figure 9- SITE CIRCULATION: Provide directional information for alleys, on-site drive aisles and ramps.






 
 






7) Figures 10 to 12- PARKING PLANS: Update based on comments provided for the parking levels on the Plans.
8) Figure 13 to 18- UTILITY PLANS: These will need to be updated as more information becomes available.
9) Figure 29- AT-GRADE LOADING SPACES: Provide a separate exhibit to provide more detailed information regarding the utility yard and SCE capacitor yard. This exhibit should include screening information, access information, and provide information on the appearance from North Beverly Drive. 10)Figure 30- BUILDING HIEGHT: Identify 266’ elevation as the height datum point for the project. Identify that all heights in exhibit are measured from the datum point. Label each height with the building feature that is measured (i.e. Rodeo Drive adjacent commercial, pool deck area, penthouse pool deck, etc.). Provide a table on this sheet that lists the height limitations of the Specific Plan. 11) Figure 31- OUTDOOR DINING GROUND FLOOR: Provide overall dimensions and area of outdoor dining area. Provide dimensions and area of outdoor dining on the public right of way and the outdoor dining on private property. Provide unobstructed width for adjacent sidewalk. Provide distance measurement between outdoor dining area and obstructions (i.e. tree well to the east) 12)Figure 32- OUTDOOR DINING LEVEL 6 & 7: Provide the area of each identified outdoor dining area, add a table that totals outdoor dining areas of the Project. 13)Figures 35 and 36- ELEVATIONS: Add a line that indicates project height datum.

Provide height measurements to different features on each elevation. Identify the maximum height envelope. Show rooftop structures.
14)Figures 39 and 40- OUTDOOR LIVE ENTERTAINMENT: Identify height of acoustic barriers.

Vesting Tentative Parcel Map
1) Increase the differentiation between the lines used for “Existing Lot Line” and “Proposed Easement”.

2) The area delineated by “Proposed Underground Building Limits” do not appear to match the configuration of underground parking as shown in the project plans.

Encroachment Permit (Subsurface Encroachment)
1) Add a request letter to the application requesting the encroachment and articulating why the encroachment is proposed.






 
 






2) Submit the encroachment fee ($8490).
3) Submit the legal description and plat for the encroachment area for review.

Application
1) Attachment #4: Update to add Specific Plan and modify Vesting Tentative Tract Map to Vesting Tentative Parcel Map. Modify Encroachment Permit request to identify subsurface parking structure and remove above surface awnings.

Traffic Engineer Comments

1. Include an additional 1-FT width for parking spaces adjacent to obstructions/walls.

2. Include 26- foot-back up space for standard, compact, and tandem spaces.

3. Include “entrance” and “internal” ramp slopes.

4. Stack spaces shall meet the City’s parallel parking standard guideline.

5. Check with Community Development/ Public Works regarding statement: “[t]en (10) feet below grade, parking spaces and aisles may extend under the public sidewalk up to the existing cub.”

6. Reduce compacted parking limitation from 25% to 10%.

7. Provide more information regarding “In Lieu Parking” to ensure those spaces are allocated to the uses permitted by BHMC Title 10, Article 33.

Public Works Department Comments
1) Please review the attached April 2, 2020 Memorandum from the Civil Engineering Division of the Public Works Department (Attachment 3).

Urban Designer Comments
Historic Preservation and Preliminary Architectural Review Comments General Comments – Technical Reports

1. At this time, materials related to the historic nature of the subject properties that has been provided by the applicant include:
a. Historic Resource Assessment Report for 461 North Beverly Drive (Paley Center)
b. Historic Resource Assessment Report for 468 North Rodeo Drive (formerly Brooks Brothers)
c. Overview building permit history






 
 






2. In the environmental document that will be prepared for the proposed project (whether an EIR or other), a comprehensive overview of all of the subject properties’ architectural descriptions and histories should be provided. a. Please explain the decision to provide Historic Assessment Reports on two properties only. An analysis should be provided initially studying each property and explaining why further historic analysis was not required. b. Permit history documentation has been provided loosely by the applicant.

This information should be reviewed and synthesized by the applicant’s historic consultant and included in the comprehensive overview. c. Additional background on 461 North Beverly Drive (Paley Center) should also be provided to conclude the evaluation of the Master Architect’s work with an understanding of any publications in which the structure had appeared and/or any design awards received (See Section 6, etc.).

3. Based on the scope of the project and the historic assessment reports provided, a peer review will be required, to be conducted by the City’s historic consultant, Ostashay & Associates Consulting, for which a deposit is required to be remitted.

Additional peer review will be required of the environmental document when it is prepared (i.e. EIR or other).

Architectural Comments – Preview – Drawing Set

1. Consider closely vehicular circulation that extends beyond the building footprint and onto City streets, etc. A careful review of this component of the project, in conjunction with a traffic analysis, should be undertaken to ensure vehicular circulation does not negatively impact pedestrian circulation and busy existing traffic patterns at the site (south Santa Monica Boulevard and North Beverly Drive).

General Plan: CIR 1.4a Strive to maintain vehicle flow on City roadways and intersections. Congestion may be accepted, provided that provisions are made to improve the overall system and/or promote non-motorized transportation, such as bicycling and walking, as part of a development or City-initiated project. (Imp. 3.7)
General Plan: CIR 6.7 Multi-Modal Design. Require proposed development projects to implement site designs and on-site amenities that support alternative modes of transportation, and consider TDM programs with achievable trip reduction goals as partial mitigation for project traffic impacts. (Imp. 3.7)
General Plan: LU 2.8 Pedestrian-Active Streets. Require that buildings in business districts be oriented to, and actively engage the street through design features such as build-to lines, articulated and modulated façades, ground floor transparency such as large windows, and the limitation of parking entries directly on the street. Parking ingress and egress should be accessed from alleys where feasible. (Imp. 2.1)






 
 






General Plan: LU 11.4 Parking in Pedestrian-Oriented Districts. Require that driveways be minimized in pedestrian oriented commercial districts to avoid interruptions in the continuity of the pedestrian shopping experience, prioritizing driveway locations to side streets and alleys wherever feasible. (Imp. 2.1, 2.2)

2. In the current iteration of the design, the hotel lobby is sequestered within the massing at the ground level and accessible only through the vehicular circulation area off of South Santa Monica Boulevard. A pedestrian presence for the hotel may be considered off of the major City arterials, e.g., North Rodeo Drive to complement the proposed retail district and to afford general public access.

Further consideration of a pedestrian friendly public entrance for the main programming of the project would also create a visual presence on the main street-facing elevation(s) and better inform the architecture as it addresses the public way.

General Plan: LU 11.3 Retail Street Frontages. Require that development and street frontages in districts containing retail uses be designed and developed to promote pedestrian activity including: (a) location and orientation of the building to the sidewalk; (b) transparency of and direct access to the ground floor elevation from the sidewalk; (c) articulation of street-facing elevations to promote interest and sense of quality; (d) inclusion of uses and public spaces that extend interior functions to the sidewalk such as cafes and plazas; and (e) use of pedestrian oriented signage and lighting. (Imp. 2.1, 2.2)

3. Further consideration may also be given to creating a more uniquely contemporary architectural expression in design and materiality that responds to our own time, while imbuing the sense of timeless elegance suggested in the current design iteration.

General Plan: LU 2.4 Architectural and Site Design. Require that new construction and renovation of existing buildings and properties exhibit a high level of excellence in site planning, architectural design, building materials, use of sustainable design and construction practices, landscaping, and amenities that contribute to the City’s distinctive image and complement existing development. (Imp. 2.2, 2.3)
General Plan: LU 11.2 Site Planning and Architectural Design. Require that commercial and office properties and buildings are planned and designed to exhibit a high level of site and architectural design quality and excellence. (Imp. 2.1, 2.2)
Plan Review Engineer (Building Safety) Comments
The purpose of this review is for a high-level preliminary conceptual review only. This is not a comprehensive plan review and or concept review. Other corrections may follow, after complete plans are submitted that are suitable for a thorough review. 





 
 






Additional comments will follow when complete and fully dimensioned plans are submitted for thorough plan review.

1. Since the proposed project is a high-rise building, it shall comply with all the applicable requirements of Section 403 of 2019 CBC including but not limited to:
x 403.3.3 Secondary water supply
x 403.5.1 Remoteness of interior exit stairways
x 403.5.2 Additional interior exit stairway
x 403.6 Elevators (including enclosed elevator lobbies)

2. Please clarify whether nonseparated occupancies are used per Section 508.3 of 2019 CBC.

3. The building elements shall have a fire-resistance rating not less than that specified in Table 601 and exterior walls shall have a fire-resistance rating not less than that specified in Table 602. Where required to have a fire-resistance rating by Table 601, building elements shall comply with the applicable provisions of Section 703.2. The protection of openings, ducts and air transfer openings in building elements shall not be required unless required by other provisions of this code.

4. The maximum area of unprotected and protected openings permitted in an exterior wall in any story of a building shall not exceed the percentages specified in Table 705.8. Please provide required calculation to verify the maximum area of openings on the south and west (facing alley) sides of the building.

5. Please provide complete egress analyses for each space, story and entire building and show compliance with the corresponding sections in CH 10 of CBC:
x Occupant Load (Section 1004)
x Means of egress sizing (Section 1005)
x Number of exits and exit access doorways (Section 1006); Egress from each space (1006.2) and egress from stories or occupied roof (1006.3) x Separation between required exits (1007.1)
x Accessible means of egress (Section 1009)
x Exit access travel distance (Section 1017) and common path of egress travel distance (Table 1006.2.1)
x Exit discharge (Section 1028)

6. Exits shall discharge directly to the exterior of the building. The exit discharge shall be at grade or shall provide a direct path of egress travel to grade. The exit discharge shall not reenter a building. The combined use of Exceptions 1 and 2 shall not exceed 50 percent of the number and minimum width or required capacity of the required exits. (Section 1028)
The exits discharge the occupants to a location where it is still under the building.

Please clarify.






 
 






7. Provide required number of exits in the Members Club area at third level, Spa in 4th and 5th levels and the restaurant in 6th floor.

8. Guest rooms shall comply with the accessibility requirements of CH. 11B and minimum number of guest rooms with mobility features and with communication features shall comply with Tables 11B-224.2 and 11B-224.4, respectively.

9. A complete and detailed construction means and method is required to elaborate all construction phases in detail including but not limited to shoring, excavation, haul route, tower crane installation, traffic control plan, etc.

10.Please clarify and elaborate fire department access to all sides of the building specially in the south, west and south west sides from the alley.

11.Please show a complete accessible path of travel from public way AND accessible parking spaces to all floors.

12.Please delineate long-term and short-term bicycle parking spaces with the minimum required vs provided bicycle parking stalls.

13.Please clarify and show the location and number of EVCS and accessible EVCS spaces on plans.

Should you have any questions regarding the above comments, please feel free to contact me at (310) 285-1135, or by email at [email protected].

Sincerely,
____________________________________
Masa Alkire, AICP, Principal Planner
Attachments:

Attachment 1: Draft Specific Plan Mark-up
Attachment 2: City Traffic Peer Reviewer Memo
Attachment 3: Public Works Engineering Memo






 
 





600 Wilshire Boulevard, Suite 1050, Los Angeles, CA 90017 (213) 261-3050 www.fehrandpeers.com

CHEVAL BLANC

INITIAL REVIEW OF SITE PLAN, SITE ACCESS AND PARKING
Specific Plan (March 12, 2020)
No transportation comments on Specific Plan; noted items below that relate to the other studies submitted to ensure consistency and clarity on project description.

Luxury hotel with private club, restaurant, lounge, bar and other appurtenant uses, ground floor and second floor retail:
- Up to 115 hotel rooms
- Member’s club – 7 KSF
- Restaurant – 20 KSF
- Retail - 24 KSF
- Parking – 172 spaces
- Motor Court – 9 pick-up/drop-off spaces (including 2 ridesharing spaces) + Truck loading may be used for pick-up/drop-off during peak event times
- Loading – Two truck loading spaces (35-feet)
Existing uses consist of approximately 57 KSF retail and 65 parking spaces:
- Brooks Brothers - 20,265 square feet and six surface parking spaces - Celine - 6,895 square feet and nine surface parking spaces - Formerly the Paley Center for Media - 23,351 square feet, five surface parking spaces and 45 underground parking spaces
- Three small retail shops (a beauty supply store, a jewelry store, and a pop-up shop) and a storage facility - 6,276 square feet
Parking Analysis Study (March 10, 2020)
Parking Demand
- Empirical Data for Beverly Hills and Vicinity: Confirm that 3 Year Trend of Luxury Hotel Overnight Drive-In Rates (page 6) reflects Hotels in Beverly Hills - The method for estimating hotel overnight demand and guest demand is reasonable (page 7):
o 38 overnight guest parking spaces (25% of demand)

o 115 transient visitor parking spaces (74% of demand)
o 153 total parking spaces
- Comments on Table 2 – Parking Demand for the Cheval Blanc Project:
o Total visitor parking demand of 153 spaces is reasonable based on data provided o The reduction of 94 parking spaces due to lack of banquet facilities may be unreasonable due to the following:
§ The study is assuming that 94 of the 264 parking spaces at the Peninsula are devoted to public assembly (36% of parking) for a 2,630 square foot banquet facility and reducing the demand at the Cheval Blanc by 94 spaces since it doesn’t have banquet facilities.
§ The transient parking demand of 75% of total guest parking accounts for some banquet use but the extent of banquets/special events is unclear. Since this is based on average daily demand, the extent of banquet/special event parking may be low when averaged throughout the week, and therefore subtracting 94 spaces from this demand may not be reasonable.
§ The amount of public assembly parking required per BHMC (1 space per 28 SF) for each of the hotels may be misleading; in comparing the BHMC code requirements to the total amount of parking provided at the hotels, the percentage of parking demand being assigned to the assembly space is 36% at the Peninsula (94 of 264 total spaces) and 83% at the Waldorf Astoria (261 of 314 total spaces).
§ The proposed hotel has a 7,000 square foot private club. The parking demand for the club is not factored into the parking demand and could be similar to, or potentially higher, than the 2,630 square feet of public assembly space at the Peninsula Hotel.
o It is unclear how the retail demand of 69 spaces is calculated. § Does the demand include retail and restaurant space?
§ Does the demand include the 50% credit for retail uses associated with hotels as noted in Table 1?
§ Does the demand factor in the in-lieu parking credits for existing retail uses? o No data is provided on how the employee parking demand of 30% of 120 employees per shift was developed.
- Comments on Table 3 – Parking Tabulations from Cheval Blanc Specific Plan

o It appears that the only difference in parking demand between Table 1 and Table 3 is the 23 additional parking spaces required for BOH in Table 1. It is unclear why the BOH operations were not included in Table 3.
- General Comment on Parking Demand: It appears that if the BHMC requirements were applied to the project as shown in Table 1 and the study clearly accounted for the in-lieu parking credits of 49 spaces noted in Table 3, then the project would be able to show that it is meeting it’s required parking demand through a combination of on-site supply and off-site in-lieu parking.

Motor Court
- Total demand is estimated at 11 spaces; project is proposing 9 spaces - Total demand does not account for 7,000 sf private club - In comparison to other hotels, the motor court appears to be sufficient to accommodate expected demand
- Point of clarification – Does motor court provide vehicle egress from underground parking onto South Santa Monica Boulevard? If so, vehicle queuing capacity in the motor court for vehicles exiting onto South Santa Monica Boulevard should also be shown on the site plan.

Valet Parking Management Plan
- The overall assumptions and conclusions of the valet management plan are reasonable - The valet study includes additional detail on the number of standard and tandem spaces that would be helpful to incorporate into the overall parking study; more clarification on who is using the standard vs. tandem spaces in comparison to their anticipated parking demand should be incorporated into the parking study.
- In addition, the valet study shows how additional parking demand can be met, if needed, through stacked parking in the drive aisles. Stacked parking would provide 64 additional parking spaces. Given that the project is not meeting BHMC parking requirements, it would be helpful for the parking study to note that demand during peak periods or special events associated with the private club could be accommodated through this additional stacked parking.

Additional Comments
- Request Alley Study – An alley study should be prepared in consideration of the other existing uses that may be impacted by the realignment of the alley. The alley study should contain the following:
o Existing daily traffic volumes entering alley from S. Santa Monica Boulevard and exiting alley onto Brighton Way (including AM and PM peak hour turning movement volumes so that directionality of travel to/from the alley is known) o Number and type/size of trucks utilizing existing alley o Diagrams showing how trucks and emergency access vehicles will access realigned alley and turning movement radius for east/west to north/south alley transition o Summary of any impacts to adjacent business resulting from alley realignment o Maintaining alley access during construction

CHEVAL BLANC HOTEL

TRAFFIC VOLUME COUNTS

ONE-WAY (SOUTHBOUND) ALLEY BETWEEN RODEO DRIVE AND BEVERLY DRIVE

SOUTH SANTA MONICA BOULEVARD ENTRANCE

ALLEY ACCESS VEHICLE COUNT SUMMARIES

DAY/DATE AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL Tuesday, April 23, 2019
Daily 483 30 1 0 2 516 208 13 3 0 2 226 691 43 4 0 4 742 AM Peak Hour 61 1 0 0 0 62 45 2 2 0 0 49 106 3 2 0 0 111 (8:45 - 9:45 AM) Mid-Day Peak Hour 37 4 0 0 0 41 17 0 0 0 0 17 54 4 0 0 0 58 (12:00 N - 1:00 PM)
PM Peak Hour 36 8 0 0 1 45 10 1 0 0 0 11 46 9 0 0 1 56 (3:30 - 4:30 PM) Monday, May 13, 2019
Daily 369 39 0 0 1 409 164 23 3 0 0 190 533 62 3 0 1 599 AM Peak Hour 57 3 0 0 1 61 41 4 0 0 0 45 98 7 0 0 1 106 (8:45 - 9:45 AM) Mid-Day Peak Hour 25 8 0 0 0 33 9 3 0 0 0 12 34 11 0 0 0 45 (12:00 N - 1:00 PM) PM Peak Hour 24 4 0 0 0 28 8 1 0 0 0 9 32 5 0 0 0 37
(3:30 - 4:30 PM)
Tuesday, May 14, 2019
Daily 440 44 0 0 4 488 226 19 2 0 1 248 666 63 2 0 5 736 AM Peak Hour 65 5 00 2 72 50 0 0 0 1 51 115 5 0 0 3 123 (8:45 - 9:45 AM) Mid-Day Peak Hour 35 7 0 0 0 42 17 1 0 0 0 18 52 8 0 0 0 60 (1:00 - 2:00 PM)
PM Peak Hour 30 0 0 0 0 30 16 0 0 0 0 16 46 0 0 0 0 46
(4:00 - 5:00 PM)
Monday, May 20, 2019
Daily 380 35 0 0 2 417 187 16 3 0 2 208 567 51 3 0 4 625 AM Peak Hour 53 7 0 0 1 61 36 1 0 0 0 37 89 8 0 0 1 98 (8:45 - 9:45 AM) Mid-Day Peak Hour 29 5 0 0 0 34 14 3 0 0 0 17 43 8 0 0 0 51 (12:00 N - 1:00 PM) PM Peak Hour 28 1 0 0 0 29 8 1 0 0 0 9 36 2 0 0 0 38
(4:15 - 5:15 PM)
Tuesday, May 21, 2019
Daily 505 40 1 0 0 546 225 27 3 0 0 255 730 67 4 0 0 801 AM Peak Hour 51 4 1 0 0 56 53 3 0 0 0 56 104 7 1 0 0 112 (8:45 - 9:45 AM) Mid-Day Peak Hour 27 5 0 0 0 32 18 3 0 0 0 21 45 8 0 0 0 53 (12:45 - 1:45 PM) PM Peak Hour 30 4 0 0 0 34 12 2 0 0 0 14 42 6 0 0 0 48
(3:00 - 4:00 PM)
Wednesday, May 22, 2019
Daily 435 49 1 1 1 487 211 23 2 0 0 236 646 72 3 1 1 723 AM Peak Hour 53 5 0 0 0 58 50 1 0 0 0 51 103 6 0 0 0 109 (8:45 - 9:45 AM)
Mid-Day Peak Hour 36 2 0 0 1 39 18 2 0 0 0 20 54 4 0 0 1 59 (1:00 - 2:00 PM) PM Peak Hour 23 5 0 0 0 28 9 1 0 0 0 10 32 6 0 0 0 38
(3:15 - 4:15 PM)
Thursday, May 23, 2019
Daily 485 38 0 0 0 523 230 24 2 0 0 256 715 62 2 0 0 779 AM Peak Hour 61 3 0 0 0 64 39 1 0 0 0 40 100 4 0 0 0 104 (8:30 - 9:30 AM)
Mid-Day Peak Hour 46 3 0 0 0 49 20 1 0 0 0 21 66 4 0 0 0 70 (12:45 - 1:45 PM) PM Peak Hour 35 3 0 0 0 38 11 3 0 0 0 14 46 6 0 0 0 52 (3:00 - 4:00 PM) Friday, May 24, 2019
Daily 462 30 0 0 2 494 219 15 2 0 3 239 681 45 2 0 5 733 AM Peak Hour 56 4 0 0 1 61 50 1 0 0 1 52 106 5 0 0 2 113 (8:45 - 9:45 AM) Mid-Day Peak Hour 53 4 0 0 0 57 18 0 0 0 0 18 71 4 0 0 0 75 (12:15 - 1:15 PM) PM Peak Hour 39 3 0 0 0 42 20 1 0 0 0 21 59 4 0 0 0 63 (3:00 - 4:00 PM) Weekday Average (8 Days)
Daily 445 38 0 0 2 485 209 20 3 0 1 233 654 58 3 0 3 718 AM Peak Hour 57 4 0 0 1 62 46 2 0 0 0 48 103 6 0 0 1 110 Mid-Day Peak Hour 36 5 0 0 0 41 16 2 0 0 0 18 52 7 0 0 0 59 PM Peak Hour 31 4 0 0 0 35 12 1 0 0 0 13 43 5 0 0 0 48
Maximums (by category)
Daily 505 49 1 1 4 230 27 3 0 3 730 72 4 1 5
AM Peak Hour 65 7 1 0 2 53 4 2 0 1 115 8 2 0 3
Mid-Day Peak Hour 53 8 0 0 1 20 3 0 0 0 71 11 0 0 1
PM Peak Hour 39 8 0 0 1 20 3 0 0 0 59 9 0 0 1

CHEVAL BLANC HOTEL PROJECT

SUMMARY OF CURRENT WEEKDAY ALLEY TRAFFIC ACTIVITY

ONE-WAY SOUTHBOUND ALLEY BETWEEN SANTA MONICA BOULEVARD (S) AND BRIGHTON WAY

EASTBOUND RIGHT-TURN ENTRY WESTBOUND LEFT-TURN ENTRY TOTAL ALLEY VOLUMES

DAY/DATE AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL Saturday, May 11, 2019
Daily 384 11 11 0 397 201 10 2 0 0 213 585 21 3 1 0 610 AM Peak Hour 49 0 0 0 0 49 50 1 0 0 0 51 99 1 0 0 0 100 (8:45 - 9:45 AM) Mid-Day Peak Hour 42 1 0 0 0 43 14 1 0 0 0 15 56 2 0 0 0 58 (12:00 N - 1:00 PM) PM Peak Hour 43 2 0 0 0 45 13 1 0 0 0 14 56 3 0 0 0 59 (3:00 - 4:00 PM) Saturday, May 18, 2019
Daily 387 16 1 0 0 404 166 8 2 0 0 176 553 24 3 0 0 580 AM Peak Hour 63 2 0 0 0 65 29 1 0 0 0 30 92 3 0 0 0 95 (8:45 - 9:45 AM) Mid-Day Peak Hour 41 2 0 0 0 43 17 0 0 0 0 17 58 2 0 0 0 60 (12:00 N - 1:00 PM) PM Peak Hour 30 2 0 0 0 32 13 0 0 0 0 13 43 2 0 0 0 45 (3:00 - 4:00 PM) Saturday Average (2 Days)
Daily 386 14 1 1 0 402 184 9 2 0 0 195 570 23 3 1 0 597 AM Peak Hour 56 1 0 0 0 57 40 1 0 0 0 41 96 2 0 0 0 98
Mid-Day Peak Hour 42 2 0 0 0 44 16 1 0 0 0 17 58 3 0 0 0 61 PM Peak Hour 37 2 0 0 0 39 13 1 0 0 0 14 50 3 0 0 0 53
Maximums (by category)
Daily 387 16 1 1 0 201 10 2 0 0 585 24 3 1 0
AM Peak Hour 63 2 0 0 0 50 1 0 0 0 99 3 0 0 0
Mid-Day Peak Hour 42 2 0 0 0 17 1 0 0 0 58 2 0 0 0
PM Peak Hour 43 2 0 0 0 13 1 0 0 0 56 3 0 0 0

CHEVAL BLANC HOTEL PROJECT

SUMMARY OF CURRENT SATURDAY ALLEY TRAFFIC ACTIVITY

ONE-WAY SOUTHBOUND ALLEY BETWEEN SANTA MONICA BOULEVARD (S) AND BRIGHTON WAY

EASTBOUND RIGHT-TURN ENTRY WESTBOUND LEFT-TURN ENTRY TOTAL ALLEY VOLUMES

DAY/DATE AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL Sunday, May 12, 2019
Daily 179 1 0 0 0 180 91 1 0 0 0 92 270 2 0 0 0 272
AM Peak Hour 8 0 0 0 0 8 3 0 0 0 0 3 11 0 0 0 0 11
(8:00 - 9:00 AM)
Mid-Day Peak Hour 16 1 0 0 0 17 7 0 0 0 0 7 23 1 0 0 0 24 (12:00 N - 1:00 PM) PM Peak Hour 26 0 0 0 0 26 10 0 0 0 0 10 36 0 0 0 0 36 (3:45 - 4:45 PM) Sunday, May 19, 2019
Daily 201 4 0 0 0 205 76 2 0 0 0 78 277 6 0 0 0 283
AM Peak Hour 10 0 0 0 0 10 51 0 0 0 6 15 1 0 0 0 16 (8:30 - 9:30 AM) Mid-Day Peak Hour 18 0 0 0 0 18 6 0 0 0 0 6 24 0 0 0 0 24 (12:15 - 1:15 PM) PM Peak Hour 27 0 0 0 0 27 11 0 0 0 0 11 38 0 0 0 0 38 (3:15 - 4:15 PM) Sunday Average (2 Days)
Daily 190 3 0 0 0 193 84 2 0 0 0 86 274 5 0 0 0 279
AM Peak Hour 9 0 0 0 0 9 4 1 0 0 0 5 13 1 0 0 0 14
Mid-Day Peak Hour 17 1 0 0 0 18 7 0 0 0 0 7 24 1 0 0 0 25 PM Peak Hour 27 0 0 0 0 27 11 0 0 0 0 11 38 0 0 0 0 38
Maximums (by category)
Daily 201 4 0 0 0 91 2 0 0 0 277 6 0 0 0
AM Peak Hour 10 0 0 0 0 5 1 0 0 0 15 1 0 0 0
Mid-Day Peak Hour 18 1 0 0 0 7 0 0 0 0 24 1 0 0 0
PM Peak Hour 27 0 0 0 0 11 0 0 0 0 38 0 0 0 0

CHEVAL BLANC HOTEL PROJECT

SUMMARY OF CURRENT SUNDAY ALLEY TRAFFIC ACTIVITY

ONE-WAY SOUTHBOUND ALLEY BETWEEN SANTA MONICA BOULEVARD (S) AND BRIGHTON WAY

EASTBOUND RIGHT-TURN ENTRY WESTBOUND LEFT-TURN ENTRY TOTAL ALLEY VOLUMES

INDIVIDUAL ALLEY ACCESS VEHICLE COUNT DATA SHEETS

WEEKDAY COUNTS
Tuesday April 23, 2019

INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: HIRSCH/GREEN TRANSPORTATION CONSULTING, INC.

PROJECT: CHEVAL BLANC HOTEL - BEVERLY HILLS
DATE:

PERIOD: 24-HOUR
INTERSECTION: N/S ALLEY (ONE-WAY SB)

E/W SANTA MONICA BOULEVARD (S)
15 MINUTE
(START TIME) AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:00 AM 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 1
1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 1
2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:45 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 0 1
3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
4:30 AM 2 0 0 0 0 2 2 0 1 0 0 3 4 0 1 0 0 5
4:45 AM 2 0 0 0 0 2 1 0 0 0 0 1 3 0 0 0 0 3
5:00 AM 3 0 0 0 0 3 1 0 0 0 0 1 4 0 0 0 0 4
5:15 AM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
5:30 AM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
5:45 AM 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 1
6:00 AM 2 0 0 0 0 2 2 0 0 0 0 2 4 0 0 0 0 4
6:15 AM 3 0 1 0 0 4 1 0 0 0 0 1 4 0 1 0 0 5
6:30 AM 6 0 0 0 0 6 2 0 0 0 0 2 8 0 0 0 0 8
6:45 AM 6 0 0 0 0 6 1 0 0 0 0 1 7 0 0 0 0 7
7:00 AM 4 0 0 0 0 4 2 0 0 0 0 2 6 0 0 0 0 6
7:15 AM 6 0 0 0 0 6 4 0 0 0 0 4 10 0 0 0 0 10
7:30 AM 4 0 0 0 0 4 3 0 0 0 0 3 7 0 0 0 0 7
7:45 AM 6 0 0 0 0 6 7 0 0 0 0 7 13 0 0 0 0 13
8:00 AM 7 0 0 0 0 7 2 0 0 0 0 2 9 0 0 0 0 9
8:15 AM 7 0 0 0 0 7 3 0 0 0 0 3 10 0 0 0 0 10
8:30 AM 8 0 0 0 0 8 5 0 0 0 0 5 13 0 0 0 0 13
8:45 AM 13 1 0 0 0 14 10 1 1 0 0 12 23 2 1 0 0 26
9:00 AM 22 0 0 0 0 22 7 0 0 0 0 7 29 0 0 0 0 29
9:15 AM 14 0 0 0 0 14 17 1 0 0 0 18 31 1 0 0 0 32
9:30 AM 12 0 0 0 0 12 11 0 1 0 0 12 23 0 1 0 0 24
9:45 AM 13 1 0 0 0 14 6 0 0 0 0 6 19 1 0 0 0 20
10:00 AM 15 0 0 0 0 15 4 2 0 0 0 6 19 2 0 0 0 21
10:15 AM 9 1 0 0 0 10 8 0 0 0 0 8 17 1 0 0 0 18
10:30 AM 12 1 0 0 0 13 5 0 0 0 0 5 17 1 0 0 0 18
10:45 AM 12 2 0 0 0 14 2 0 0 0 0 2 14 2 0 0 0 16
11:00 AM 10 2 0 0 0 12 1 0 0 0 0 1 11 2 0 0 0 13
11:15 AM 11 0 0 0 0 11 4 1 0 0 0 5 15 1 0 0 0 16
11:30 AM 5 1 0 0 1 7 0 1 0 0 0 1 5 2 0 0 1 8
11:45 AM 7 0 0 0 0 7 3 0 0 0 0 3 10 0 0 0 0 10
12:00 PM 9 1 0 0 0 10 6 0 0 0 0 6 15 1 0 0 0 16
12:15 PM 9 1 0 0 0 10 7 0 0 0 0 7 16 1 0 0 0 17
12:30 PM 11 2 0 0 0 13 2 0 0 0 0 2 13 2 0 0 0 15
12:45 PM 8 0 0 0 0 8 2 0 0 0 0 2 10 0 0 0 0 10
1:00 PM 6 0 0 0 0 6 2 0 0 0 0 2 8 0 0 0 0 8
1:15 PM 12 2 0 0 0 14 3 2 0 0 0 5 15 4 0 0 0 19
1:30 PM 12 0 0 0 0 12 3 0 0 0 0 3 15 0 0 0 0 15
1:45 PM 8 0 0 0 0 8 3 0 0 0 0 3 11 0 0 0 0 11

TOTAL ENTRY
TUESDAY, APRIL 23, 2019

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY
DATA PROVIDED BY:

NATIONAL DATA AND SURVEYING SERVICES
1535 S. LA CIENEGA BOULEVARD
LOS ANGELES, CALIFORNIA 90035
PH: (323) 782-0090
WWW.NDSDATA.COM

INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: HIRSCH/GREEN TRANSPORTATION CONSULTING, INC.

PROJECT: CHEVAL BLANC HOTEL - BEVERLY HILLS
DATE:

PERIOD: 24-HOUR
INTERSECTION: N/S ALLEY (ONE-WAY SB)

E/W SANTA MONICA BOULEVARD (S)
15 MINUTE
(START TIME) AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL

TOTAL ENTRY
TUESDAY, APRIL 23, 2019

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY
2:00 PM 9 1 0 0 0 10 3 0 0 0 1 4 12 1 0 0 1 14
2:15 PM 5 2 0 0 0 7 4 0 0 0 0 4 9 2 0 0 0 11
2:30 PM 5 0 0 0 0 5 2 1 0 0 0 3 7 1 0 0 0 8
2:45 PM 6 0 0 0 0 6 4 0 0 0 1 5 10 0 0 0 1 11
3:00 PM 13 1 0 0 0 14 1 0 0 0 0 1 14 1 0 0 0 15
3:15 PM 8 1 0 0 0 9 1 0 0 0 0 1 9 1 0 0 0 10
3:30 PM 11 5 0 0 0 16 1 0 0 0 0 1 12 5 0 0 0 17
3:45 PM 7 1 0 0 0 8 3 0 0 0 0 3 10 1 0 0 0 11
4:00 PM 10 2 0 0 0 12 2 1 0 0 0 3 12 3 0 0 0 15
4:15 PM 8 0 0 0 1 9 4 0 0 0 0 4 12 0 0 0 1 13
4:30 PM 6 0 0 0 0 6 3 0 0 0 0 3 9 0 0 0 0 9
4:45 PM 7 0 0 0 0 7 4 0 0 0 0 4 11 0 0 0 0 11
5:00 PM 8 0 0 0 0 8 3 0 0 0 0 3 11 0 0 0 0 11
5:15 PM 10 0 0 0 0 10 5 0 0 0 0 5 15 0 0 0 0 15
5:30 PM 8 0 0 0 0 8 1 0 0 0 0 1 9 0 0 0 0 9
5:45 PM 7 1 0 0 0 8 2 0 0 0 0 2 9 1 0 0 0 10
6:00 PM 7 0 0 0 0 7 2 0 0 0 0 2 9 0 0 0 0 9
6:15 PM 9 0 0 0 0 9 1 0 0 0 0 1 10 0 0 0 0 10
6:30 PM 7 0 0 0 0 7 4 0 0 0 0 4 11 0 0 0 0 11
6:45 PM 6 0 0 0 0 6 2 1 0 0 0 3 8 1 0 0 0 9
7:00 PM 5 0 0 0 0 5 3 0 0 0 0 3 8 0 0 0 0 8
7:15 PM 5 0 0 0 0 5 0 0 0 0 0 0 5 0 0 0 0 5
7:30 PM 3 0 0 0 0 3 1 0 0 0 0 1 4 0 0 0 0 4
7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 PM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
8:15 PM 1 1 0 0 0 2 1 0 0 0 0 1 2 1 0 0 0 3
8:30 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
8:45 PM 1 0 0 0 0 1 2 0 0 0 0 2 3 0 0 0 0 3
9:00 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:30 PM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
9:45 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
10:00 PM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:30 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
10:45 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 0 1
11:00 PM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
11:15 PM 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 1
11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

TOTALS AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AM 144 2 1 0 0 147 92 3 3 0 0 98 236 5 4 0 0 245
MIDDAY 156 13 0 0 1 170 55 6 0 0 0 61 211 19 0 0 1 231
PM 183 15 0 0 1 199 61 4 0 0 2 67 244 19 0 0 3 266
DAILY 483 30 1 0 2 516 208 13 3 0 2 226 691 43 4 0 4 742

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY TOTAL ENTRY DATA PROVIDED BY:

NATIONAL DATA AND SURVEYING SERVICES
1535 S. LA CIENEGA BOULEVARD
LOS ANGELES, CALIFORNIA 90035
PH: (323) 782-0090
WWW.NDSDATA.COM
Monday May 13, 2019

INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: HIRSCH/GREEN TRANSPORTATION CONSULTING, INC.

PROJECT: CHEVAL BLANC HOTEL - BEVERLY HILLS
DATE:

PERIOD: 24-HOUR
INTERSECTION: N/S ALLEY (ONE-WAY SB)

E/W SANTA MONICA BOULEVARD (S)
15 MINUTE
(START TIME) AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:30 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 0 1
12:45 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:15 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 1
2:15 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
2:30 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 AM 1 0 0 0 0 1 3 0 0 0 0 3 4 0 0 0 0 4
3:15 AM 0 0 0 0 0 0 1 1 0 0 0 2 1 1 0 0 0 2
3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 AM 1 0 0 0 0 1 0 1 0 0 0 1 1 1 0 0 0 2
4:15 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 0 1
4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 AM 2 0 0 0 0 2 2 0 0 0 0 2 4 0 0 0 0 4
5:00 AM 5 0 0 0 0 5 1 0 0 0 0 1 6 0 0 0 0 6
5:15 AM 2 0 0 0 0 2 2 0 0 0 0 2 4 0 0 0 0 4
5:30 AM 1 0 0 0 0 1 0 0 1 0 0 1 1 0 1 0 0 2
5:45 AM 3 0 0 0 0 3 2 0 0 0 0 2 5 0 0 0 0 5
6:00 AM 2 0 0 0 0 2 1 1 0 0 0 2 3 1 0 0 0 4
6:15 AM 1 0 0 0 0 1 2 0 0 0 0 2 3 0 0 0 0 3
6:30 AM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
6:45 AM 2 1 0 0 0 3 1 1 1 0 0 3 3 2 1 0 0 6
7:00 AM 7 0 0 0 0 7 0 0 0 0 0 0 7 0 0 0 0 7
7:15 AM 4 0 0 0 0 4 2 0 0 0 0 2 6 0 0 0 0 6
7:30 AM 4 0 0 0 0 4 4 0 0 0 0 4 8 0 0 0 0 8
7:45 AM 7 0 0 0 0 7 5 0 0 0 0 5 12 0 0 0 0 12
8:00 AM 6 0 0 0 0 6 2 0 0 0 0 2 8 0 0 0 0 8
8:15 AM 7 2 0 0 0 9 1 0 0 0 0 1 8 2 0 0 0 10
8:30 AM 7 0 0 0 0 7 7 0 0 0 0 7 14 0 0 0 0 14
8:45 AM 18 0 0 0 1 19 8 0 0 0 0 8 26 0 0 0 1 27
9:00 AM 12 1 0 0 0 13 16 0 0 0 0 16 28 1 0 0 0 29
9:15 AM 19 2 0 0 0 21 12 2 0 0 0 14 31 4 0 0 0 35
9:30 AM 8 0 0 0 0 8 5 2 0 0 0 7 13 2 0 0 0 15
9:45 AM 6 1 0 0 0 7 9 1 0 0 0 10 15 2 0 0 0 17
10:00 AM 6 1 0 0 0 7 0 1 0 0 0 1 6 2 0 0 0 8
10:15 AM 11 2 0 0 0 13 8 1 0 0 0 9 19 3 0 0 0 22
10:30 AM 3 4 0 0 0 7 3 0 0 0 0 3 6 4 0 0 0 10
10:45 AM 17 1 0 0 0 18 1 0 0 0 0 1 18 1 0 0 0 19
11:00 AM 5 0 0 0 0 5 2 0 0 0 0 2 7 0 0 0 0 7
11:15 AM 6 0 0 0 0 6 1 0 0 0 0 1 7 0 0 0 0 7
11:30 AM 11 1 0 0 0 12 5 1 0 0 0 6 16 2 0 0 0 18
11:45 AM 9 0 0 0 0 9 0 1 0 0 0 1 9 1 0 0 0 10
12:00 PM 7 1 0 0 0 8 5 0 0 0 0 5 12 1 0 0 0 13
12:15 PM 8 5 0 0 0 13 2 0 0 0 0 2 10 5 0 0 0 15
12:30 PM 6 2 0 0 0 8 1 1 0 0 0 2 7 3 0 0 0 10
12:45 PM 4 0 0 0 0 4 1 2 0 0 0 3 5 2 0 0 0 7
1:00 PM 6 0 0 0 0 6 3 1 0 0 0 4 9 1 0 0 0 10
1:15 PM 2 0 0 0 0 2 2 0 0 0 0 2 4 0 0 0 0 4
1:30 PM 9 1 0 0 0 10 2 0 0 0 0 2 11 1 0 0 0 12
1:45 PM 3 1 0 0 0 4 4 0 0 0 0 4 7 1 0 0 0 8

TOTAL ENTRY
MONDAY, MAY 13, 2019

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY
DATA PROVIDED BY:

NATIONAL DATA AND SURVEYING SERVICES
1535 S. LA CIENEGA BOULEVARD
LOS ANGELES, CALIFORNIA 90035
PH: (323) 782-0090
WWW.NDSDATA.COM

INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: HIRSCH/GREEN TRANSPORTATION CONSULTING, INC.

PROJECT: CHEVAL BLANC HOTEL - BEVERLY HILLS
DATE:

PERIOD: 24-HOUR
INTERSECTION: N/S ALLEY (ONE-WAY SB)

E/W SANTA MONICA BOULEVARD (S)
15 MINUTE
(START TIME) AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL

TOTAL ENTRY
MONDAY, MAY 13, 2019

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY
2:00 PM 8 1 0 0 0 9 3 0 0 0 0 3 11 1 0 0 0 12
2:15 PM 7 4 0 0 0 11 3 1 0 0 0 4 10 5 0 0 0 15
2:30 PM 10 1 0 0 0 11 4 1 0 0 0 5 14 2 0 0 0 16
2:45 PM 6 1 0 0 0 7 1 0 0 0 0 1 7 1 0 0 0 8
3:00 PM 6 0 0 0 0 6 0 1 0 0 0 1 6 1 0 0 0 7
3:15 PM 7 0 0 0 0 7 0 0 0 0 0 0 7 0 0 0 0 7
3:30 PM 9 1 0 0 0 10 4 1 0 0 0 5 13 2 0 0 0 15
3:45 PM 2 2 0 0 0 4 0 0 0 0 0 0 2 2 0 0 0 4
4:00 PM 6 0 0 0 0 6 1 0 0 0 0 1 7 0 0 0 0 7
4:15 PM 7 1 0 0 0 8 3 0 0 0 0 3 10 1 0 0 0 11
4:30 PM 7 1 0 0 0 8 1 0 0 0 0 1 8 1 0 0 0 9
4:45 PM 3 0 0 0 0 3 2 0 0 0 0 2 5 0 0 0 0 5
5:00 PM 4 0 0 0 0 4 3 0 0 0 0 3 7 0 0 0 0 7
5:15 PM 3 0 0 0 0 3 1 0 0 0 0 1 4 0 0 0 0 4
5:30 PM 6 0 0 0 0 6 1 0 0 0 0 1 7 0 0 0 0 7
5:45 PM 10 0 0 0 0 10 3 0 0 0 0 3 13 0 0 0 0 13
6:00 PM 2 0 0 0 0 2 1 0 0 0 0 1 3 0 0 0 0 3
6:15 PM 3 0 0 0 0 3 0 0 0 0 0 0 3 0 0 0 0 3
6:30 PM 3 1 0 0 0 4 3 0 0 0 0 3 6 1 0 0 0 7
6:45 PM 3 0 0 0 0 3 0 0 0 0 0 0 3 0 0 0 0 3
7:00 PM 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 1
7:15 PM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
7:30 PM 3 0 0 0 0 3 0 0 0 0 0 0 3 0 0 0 0 3
7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 PM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:15 PM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
10:30 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
10:45 PM 2 0 0 0 0 2 0 1 0 0 0 1 2 1 0 0 0 3
11:00 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

TOTALS AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AM 130 7 0 0 1 138 88 10 3 0 0 101 218 17 3 0 1 239
MIDDAY 113 19 0 0 0 132 40 8 0 0 0 48 153 27 0 0 0 180
PM 126 13 0 0 0 139 36 5 0 0 0 41 162 18 0 0 0 180
DAILY 369 39 0 0 1 409 164 23 3 0 0 190 533 62 3 0 1 599

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY TOTAL ENTRY DATA PROVIDED BY:

NATIONAL DATA AND SURVEYING SERVICES
1535 S. LA CIENEGA BOULEVARD
LOS ANGELES, CALIFORNIA 90035
PH: (323) 782-0090
WWW.NDSDATA.COM
Tuesday May 14, 2019

INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: HIRSCH/GREEN TRANSPORTATION CONSULTING, INC.

PROJECT: CHEVAL BLANC HOTEL - BEVERLY HILLS
DATE:

PERIOD: 24-HOUR
INTERSECTION: N/S ALLEY (ONE-WAY SB)

E/W SANTA MONICA BOULEVARD (S)
15 MINUTE
(START TIME) AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL 12:00 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
12:15 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:00 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
1:15 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:15 AM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
2:30 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
2:45 AM 2 0 0 0 0 2 1 0 0 0 0 1 3 0 0 0 0 3
3:00 AM 1 1 0 0 0 2 0 0 0 0 0 0 1 1 0 0 0 2
3:15 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
3:30 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 0 1
3:45 AM 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 1
4:00 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
4:15 AM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
4:30 AM 1 0 0 0 0 1 0 0 1 0 0 1 1 0 1 0 0 2
4:45 AM 4 0 0 0 0 4 1 0 0 0 0 1 5 0 0 0 0 5
5:00 AM 3 0 0 0 1 4 4 0 0 0 0 4 7 0 0 0 1 8
5:15 AM 3 1 0 0 0 4 0 0 0 0 0 0 3 1 0 0 0 4
5:30 AM 4 0 0 0 0 4 0 0 0 0 0 0 4 0 0 0 0 4
5:45 AM 2 0 0 0 0 2 2 0 0 0 0 2 4 0 0 0 0 4
6:00 AM 2 0 0 0 0 2 1 0 0 0 0 1 3 0 0 0 0 3
6:15 AM 2 0 0 0 0 2 0 1 0 0 0 1 2 1 0 0 0 3
6:30 AM 4 0 0 0 0 4 0 0 0 0 0 0 4 0 0 0 0 4
6:45 AM 2 0 0 0 0 2 4 0 0 0 0 4 6 0 0 0 0 6
7:00 AM 4 0 0 0 0 4 2 0 0 0 0 2 6 0 0 0 0 6
7:15 AM 4 0 0 0 0 4 2 0 1 0 0 3 6 0 1 0 0 7
7:30 AM 10 0 0 0 0 10 8 0 0 0 0 8 18 0 0 0 0 18
7:45 AM 1 1 0 0 0 2 8 1 0 0 0 9 9 2 0 0 0 11
8:00 AM 5 1 0 0 0 6 4 1 0 0 0 5 9 2 0 0 0 11
8:15 AM 9 1 0 0 0 10 6 0 0 0 0 6 15 1 0 0 0 16
8:30 AM 12 0 0 0 0 12 5 0 0 0 0 5 17 0 0 0 0 17
8:45 AM 18 1 0 0 1 20 10 0 0 0 1 11 28 1 0 0 2 31
9:00 AM 22 2 0 0 0 24 18 0 0 0 0 18 40 2 0 0 0 42
9:15 AM 14 2 0 0 1 17 13 0 0 0 0 13 27 2 0 0 1 30
9:30 AM 11 0 0 0 0 11 9 0 0 0 0 9 20 0 0 0 0 20
9:45 AM 12 2 0 0 1 15 8 1 0 0 0 9 20 3 0 0 1 24
10:00 AM 8 1 0 0 0 9 10 1 0 0 0 11 18 2 0 0 0 20
10:15 AM 14 1 0 0 0 15 3 0 0 0 0 3 17 1 0 0 0 18
10:30 AM 4 1 0 0 0 5 4 1 0 0 0 5 8 2 0 0 0 10
10:45 AM 7 1 0 0 0 8 4 0 0 0 0 4 11 1 0 0 0 12
11:00 AM 10 0 0 0 0 10 5 0 0 0 0 5 15 0 0 0 0 15
11:15 AM 9 2 0 0 0 11 2 2 0 0 0 4 11 4 0 0 0 15
11:30 AM 9 2 0 0 0 11 2 0 0 0 0 2 11 2 0 0 0 13
11:45 AM 6 1 0 0 0 7 7 2 0 0 0 9 13 3 0 0 0 16
12:00 PM 5 1 0 0 0 6 5 0 0 0 0 5 10 1 0 0 0 11
12:15 PM 11 0 0 0 0 11 0 0 0 0 0 0 11 0 0 0 0 11
12:30 PM 7 2 0 0 0 9 3 0 0 0 0 3 10 2 0 0 0 12
12:45 PM 6 0 0 0 0 6 5 0 0 0 0 5 11 0 0 0 0 11
1:00 PM 10 0 0 0 0 10 2 1 0 0 0 3 12 1 0 0 0 13
1:15 PM 10 2 0 0 0 12 3 0 0 0 0 3 13 2 0 0 0 15
1:30 PM 8 3 0 0 0 11 8 0 0 0 0 8 16 3 0 0 0 19
1:45 PM 7 2 0 0 0 9 4 0 0 0 0 4 11 2 0 0 0 13

TOTAL ENTRY
TUESDAY, MAY 14, 2019

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY
DATA PROVIDED BY:

NATIONAL DATA AND SURVEYING SERVICES
1535 S. LA CIENEGA BOULEVARD
LOS ANGELES, CALIFORNIA 90035
PH: (323) 782-0090
WWW.NDSDATA.COM

INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: HIRSCH/GREEN TRANSPORTATION CONSULTING, INC.

PROJECT: CHEVAL BLANC HOTEL - BEVERLY HILLS
DATE:

PERIOD: 24-HOUR
INTERSECTION: N/S ALLEY (ONE-WAY SB)

E/W SANTA MONICA BOULEVARD (S)
15 MINUTE
(START TIME) AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL

TOTAL ENTRY
TUESDAY, MAY 14, 2019

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY
2:00 PM 6 3 0 0 0 9 3 1 0 0 0 4 9 4 0 0 0 13
2:15 PM 11 3 0 0 0 14 3 2 0 0 0 5 14 5 0 0 0 19
2:30 PM 7 0 0 0 0 7 6 1 0 0 0 7 13 1 0 0 0 14
2:45 PM 7 0 0 0 0 7 3 0 0 0 0 3 10 0 0 0 0 10
3:00 PM 5 1 0 0 0 6 5 0 0 0 0 5 10 1 0 0 0 11
3:15 PM 7 1 0 0 0 8 4 1 0 0 0 5 11 2 0 0 0 13
3:30 PM 2 1 0 0 0 3 3 0 0 0 0 3 5 1 0 0 0 6
3:45 PM 2 0 0 0 0 2 1 0 0 0 0 1 3 0 0 0 0 3
4:00 PM 8 0 0 0 0 8 5 0 0 0 0 5 13 0 0 0 0 13
4:15 PM 9 0 0 0 0 9 2 0 0 0 0 2 11 0 0 0 0 11
4:30 PM 9 0 0 0 0 9 7 0 0 0 0 7 16 0 0 0 0 16
4:45 PM 4 0 0 0 0 4 2 0 0 0 0 2 6 0 0 0 0 6
5:00 PM 7 0 0 0 0 7 1 0 0 0 0 1 8 0 0 0 0 8
5:15 PM 7 2 0 0 0 9 0 0 0 0 0 0 7 2 0 0 0 9
5:30 PM 6 1 0 0 0 7 0 0 0 0 0 0 6 1 0 0 0 7
5:45 PM 9 0 0 0 0 9 1 0 0 0 0 1 10 0 0 0 0 10
6:00 PM 5 0 0 0 0 5 1 0 0 0 0 1 6 0 0 0 0 6
6:15 PM 5 1 0 0 0 6 1 0 0 0 0 1 6 1 0 0 0 7
6:30 PM 3 0 0 0 0 3 0 0 0 0 0 0 3 0 0 0 0 3
6:45 PM 4 0 0 0 0 4 0 0 0 0 0 0 4 0 0 0 0 4
7:00 PM 2 0 0 0 0 2 1 0 0 0 0 1 3 0 0 0 0 3
7:15 PM 5 0 0 0 0 5 0 0 0 0 0 0 5 0 0 0 0 5
7:30 PM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 PM 3 0 0 0 0 3 0 0 0 0 0 0 3 0 0 0 0 3
9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:45 PM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:15 PM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
10:30 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
10:45 PM 1 0 0 0 0 1 0 1 0 0 0 1 1 1 0 0 0 2
11:00 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
11:15 PM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
11:30 PM 2 0 0 0 0 2 0 1 0 0 0 1 2 1 0 0 0 3
11:45 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1

TOTALS AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AM 161 12 0 0 4 177 109 5 2 0 1 117 270 17 2 0 5 294
MIDDAY 131 19 0 0 0 150 67 7 0 0 0 74 198 26 0 0 0 224
PM 148 13 0 0 0 161 50 7 0 0 0 57 198 20 0 0 0 218
DAILY 440 44 0 0 4 488 226 19 2 0 1 248 666 63 2 0 5 736

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY TOTAL ENTRY DATA PROVIDED BY:

NATIONAL DATA AND SURVEYING SERVICES
1535 S. LA CIENEGA BOULEVARD
LOS ANGELES, CALIFORNIA 90035
PH: (323) 782-0090
WWW.NDSDATA.COM
Monday May 20, 2019

INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: HIRSCH/GREEN TRANSPORTATION CONSULTING, INC.

PROJECT: CHEVAL BLANC HOTEL - BEVERLY HILLS
DATE:

PERIOD: 24-HOUR
INTERSECTION: N/S ALLEY (ONE-WAY SB)

E/W SANTA MONICA BOULEVARD (S)
15 MINUTE
(START TIME) AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:15 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 0 1
12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:00 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 1
2:15 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
2:30 AM 4 0 0 0 0 4 2 0 0 0 0 2 6 0 0 0 0 6
2:45 AM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
3:00 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1
3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 AM 6 0 0 0 0 6 0 0 0 0 0 0 6 0 0 0 0 6
4:30 AM 2 0 0 0 0 2 2 0 0 0 0 2 4 0 0 0 0 4
4:45 AM 5 0 0 0 0 5 0 0 1 0 0 1 5 0 1 0 0 6
5:00 AM 4 0 0 0 0 4 1 1 0 0 0 2 5 1 0 0 0 6
5:15 AM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 AM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
6:00 AM 5 1 0 0 0 6 2 1 0 0 0 3 7 2 0 0 0 9
6:15 AM 2 0 0 0 0 2 1 0 0 0 0 1 3 0 0 0 0 3
6:30 AM 0 1 0 0 0 1 1 0 2 0 0 3 1 1 2 0 0 4
6:45 AM 5 0 0 0 0 5 1 0 0 0 0 1 6 0 0 0 0 6
7:00 AM 3 0 0 0 0 3 1 0 0 0 0 1 4 0 0 0 0 4
7:15 AM 5 0 0 0 0 5 0 0 0 0 0 0 5 0 0 0 0 5
7:30 AM 3 0 0 0 0 3 5 0 0 0 0 5 8 0 0 0 0 8
7:45 AM 9 0 0 0 0 9 5 0 0 0 0 5 14 0 0 0 0 14
8:00 AM 8 0 0 0 0 8 5 0 0 0 0 5 13 0 0 0 0 13
8:15 AM 7 2 0 0 0 9 5 0 0 0 0 5 12 2 0 0 0 14
8:30 AM 4 0 0 0 0 4 6 0 0 0 0 6 10 0 0 0 0 10
8:45 AM 13 1 0 0 1 15 12 0 0 0 0 12 25 1 0 0 1 27
9:00 AM 13 3 0 0 0 16 5 0 0 0 0 5 18 3 0 0 0 21
9:15 AM 16 3 0 0 0 19 12 1 0 0 0 13 28 4 0 0 0 32
9:30 AM 11 0 0 0 0 11 7 0 0 0 0 7 18 0 0 0 0 18
9:45 AM 10 0 0 0 0 10 5 0 0 0 0 5 15 0 0 0 0 15
10:00 AM 9 0 0 0 0 9 3 1 0 0 0 4 12 1 0 0 0 13
10:15 AM 9 1 0 0 0 10 9 1 0 0 0 10 18 2 0 0 0 20
10:30 AM 3 3 0 0 0 6 5 0 0 0 0 5 8 3 0 0 0 11
10:45 AM 6 0 0 0 0 6 2 0 0 0 0 2 8 0 0 0 0 8
11:00 AM 5 2 0 0 0 7 1 0 0 0 0 1 6 2 0 0 0 8
11:15 AM 6 0 0 0 0 6 3 0 0 0 0 3 9 0 0 0 0 9
11:30 AM 6 1 0 0 0 7 1 0 0 0 0 1 7 1 0 0 0 8
11:45 AM 17 0 0 0 0 17 3 1 0 0 0 4 20 1 0 0 0 21
12:00 PM 9 2 0 0 0 11 5 1 0 0 0 6 14 3 0 0 0 17
12:15 PM 5 1 0 0 0 6 3 2 0 0 0 5 8 3 0 0 0 11
12:30 PM 10 2 0 0 0 12 3 0 0 0 0 3 13 2 0 0 0 15
12:45 PM 5 0 0 0 0 5 3 0 0 0 0 3 8 0 0 0 0 8
1:00 PM 4 0 0 0 0 4 7 0 0 0 1 8 11 0 0 0 1 12
1:15 PM 4 0 0 0 0 4 3 0 0 0 0 3 7 0 0 0 0 7
1:30 PM 7 0 0 0 0 7 4 1 0 0 1 6 11 1 0 0 1 13
1:45 PM 9 3 0 0 0 12 2 0 0 0 0 2 11 3 0 0 0 14

TOTAL ENTRY
MONDAY, MAY 20, 2019

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY
DATA PROVIDED BY:

NATIONAL DATA AND SURVEYING SERVICES
1535 S. LA CIENEGA BOULEVARD
LOS ANGELES, CALIFORNIA 90035
PH: (323) 782-0090
WWW.NDSDATA.COM

INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: HIRSCH/GREEN TRANSPORTATION CONSULTING, INC.

PROJECT: CHEVAL BLANC HOTEL - BEVERLY HILLS
DATE:

PERIOD: 24-HOUR
INTERSECTION: N/S ALLEY (ONE-WAY SB)

E/W SANTA MONICA BOULEVARD (S)
15 MINUTE
(START TIME) AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL

TOTAL ENTRY
MONDAY, MAY 20, 2019

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY
2:00 PM 11 0 0 0 0 11 5 0 0 0 0 5 16 0 0 0 0 16
2:15 PM 10 0 0 0 0 10 1 1 0 0 0 2 11 1 0 0 0 12
2:30 PM 6 1 0 0 0 7 3 1 0 0 0 4 9 2 0 0 0 11
2:45 PM 5 1 0 0 0 6 3 0 0 0 0 3 8 1 0 0 0 9
3:00 PM 4 0 0 0 1 5 1 1 0 0 0 2 5 1 0 0 1 7
3:15 PM 2 2 0 0 0 4 1 0 0 0 0 1 3 2 0 0 0 5
3:30 PM 3 0 0 0 0 3 2 1 0 0 0 3 5 1 0 0 0 6
3:45 PM 2 0 0 0 0 2 2 0 0 0 0 2 4 0 0 0 0 4
4:00 PM 4 2 0 0 0 6 2 0 0 0 0 2 6 2 0 0 0 8
4:15 PM 9 0 0 0 0 9 2 0 0 0 0 2 11 0 0 0 0 11
4:30 PM 8 0 0 0 0 8 3 1 0 0 0 4 11 1 0 0 0 12
4:45 PM 4 1 0 0 0 5 1 0 0 0 0 1 5 1 0 0 0 6
5:00 PM 7 0 0 0 0 7 2 0 0 0 0 2 9 0 0 0 0 9
5:15 PM 4 0 0 0 0 4 3 0 0 0 0 3 7 0 0 0 0 7
5:30 PM 11 1 0 0 0 12 1 0 0 0 0 1 12 1 0 0 0 13
5:45 PM 5 0 0 0 0 5 2 0 0 0 0 2 7 0 0 0 0 7
6:00 PM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
6:15 PM 3 0 0 0 0 3 0 0 0 0 0 0 3 0 0 0 0 3
6:30 PM 5 0 0 0 0 5 3 0 0 0 0 3 8 0 0 0 0 8
6:45 PM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
7:00 PM 2 0 0 0 0 2 1 0 0 0 0 1 3 0 0 0 0 3
7:15 PM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
7:30 PM 0 0 0 0 0 0 3 0 0 0 0 3 3 0 0 0 0 3
7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
8:15 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 PM 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 1
9:00 PM 1 0 0 0 0 1 2 0 0 0 0 2 3 0 0 0 0 3
9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:30 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
9:45 PM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
10:00 PM 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 1
10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:30 PM 3 0 0 0 0 3 0 0 0 0 0 0 3 0 0 0 0 3
10:45 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
11:00 PM 4 0 0 0 0 4 0 0 0 0 0 0 4 0 0 0 0 4
11:15 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:45 PM 0 0 0 0 0 0 2 0 0 0 0 2 2 0 0 0 0 2

TOTALS AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AM 143 12 0 0 1 156 80 4 3 0 0 87 223 16 3 0 1 243
MIDDAY 114 15 0 0 0 129 57 7 0 0 2 66 171 22 0 0 2 195
PM 123 8 0 0 1 132 50 5 0 0 0 55 173 13 0 0 1 187
DAILY 380 35 0 0 2 417 187 16 3 0 2 208 567 51 3 0 4 625

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY TOTAL ENTRY DATA PROVIDED BY:

NATIONAL DATA AND SURVEYING SERVICES
1535 S. LA CIENEGA BOULEVARD
LOS ANGELES, CALIFORNIA 90035
PH: (323) 782-0090
WWW.NDSDATA.COM
Tuesday May 21, 2019

INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: HIRSCH/GREEN TRANSPORTATION CONSULTING, INC.

PROJECT: CHEVAL BLANC HOTEL - BEVERLY HILLS
DATE:

PERIOD: 24-HOUR
INTERSECTION: N/S ALLEY (ONE-WAY SB)

E/W SANTA MONICA BOULEVARD (S)
15 MINUTE
(START TIME) AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:45 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
2:00 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
2:15 AM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
2:30 AM 6 0 0 0 0 6 1 0 0 0 0 1 7 0 0 0 0 7
2:45 AM 3 0 0 0 0 3 1 0 0 0 0 1 4 0 0 0 0 4
3:00 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 0 1
3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 0 1
3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 AM 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 1
4:15 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
4:30 AM 2 0 0 0 0 2 0 0 1 0 0 1 2 0 1 0 0 3
4:45 AM 10 1 0 0 0 11 1 0 0 0 0 1 11 1 0 0 0 12
5:00 AM 5 0 0 0 0 5 1 0 0 0 0 1 6 0 0 0 0 6
5:15 AM 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 1
5:30 AM 6 0 0 0 0 6 1 2 0 0 0 3 7 2 0 0 0 9
5:45 AM 3 0 0 0 0 3 0 2 0 0 0 2 3 2 0 0 0 5
6:00 AM 6 0 0 0 0 6 2 1 0 0 0 3 8 1 0 0 0 9
6:15 AM 2 1 0 0 0 3 0 0 0 0 0 0 2 1 0 0 0 3
6:30 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
6:45 AM 6 1 0 0 0 7 2 0 0 0 0 2 8 1 0 0 0 9
7:00 AM 4 0 0 0 0 4 2 1 0 0 0 3 6 1 0 0 0 7
7:15 AM 6 1 0 0 0 7 2 0 1 0 0 3 8 1 1 0 0 10
7:30 AM 5 0 0 0 0 5 11 0 0 0 0 11 16 0 0 0 0 16
7:45 AM 8 1 0 0 0 9 9 1 0 0 0 10 17 2 0 0 0 19
8:00 AM 6 0 0 0 0 6 4 0 0 0 0 4 10 0 0 0 0 10
8:15 AM 9 1 0 0 0 10 3 0 0 0 0 3 12 1 0 0 0 13
8:30 AM 12 0 0 0 0 12 3 0 1 0 0 4 15 0 1 0 0 16
8:45 AM 14 0 1 0 0 15 12 1 0 0 0 13 26 1 1 0 0 28
9:00 AM 16 2 0 0 0 18 10 0 0 0 0 10 26 2 0 0 0 28
9:15 AM 10 0 0 0 0 10 20 2 0 0 0 22 30 2 0 0 0 32
9:30 AM 11 2 0 0 0 13 11 0 0 0 0 11 22 2 0 0 0 24
9:45 AM 16 2 0 0 0 18 6 0 0 0 0 6 22 2 0 0 0 24
10:00 AM 12 1 0 0 0 13 4 1 0 0 0 5 16 2 0 0 0 18
10:15 AM 14 1 0 0 0 15 9 0 0 0 0 9 23 1 0 0 0 24
10:30 AM 7 0 0 0 0 7 3 0 0 0 0 3 10 0 0 0 0 10
10:45 AM 11 3 0 0 0 14 7 0 0 0 0 7 18 3 0 0 0 21
11:00 AM 9 1 0 0 0 10 5 1 0 0 0 6 14 2 0 0 0 16
11:15 AM 10 2 0 0 0 12 2 0 0 0 0 2 12 2 0 0 0 14
11:30 AM 7 0 0 0 0 7 3 1 0 0 0 4 10 1 0 0 0 11
11:45 AM 17 0 0 0 0 17 2 1 0 0 0 3 19 1 0 0 0 20
12:00 PM 11 2 0 0 0 13 1 0 0 0 0 1 12 2 0 0 0 14
12:15 PM 8 3 0 0 0 11 3 1 0 0 0 4 11 4 0 0 0 15
12:30 PM 6 0 0 0 0 6 4 0 0 0 0 4 10 0 0 0 0 10
12:45 PM 7 0 0 0 0 7 4 0 0 0 0 4 11 0 0 0 0 11
1:00 PM 5 2 0 0 0 7 2 2 0 0 0 4 7 4 0 0 0 11
1:15 PM 5 2 0 0 0 7 9 0 0 0 0 9 14 2 0 0 0 16
1:30 PM 10 1 0 0 0 11 3 1 0 0 0 4 13 2 0 0 0 15
1:45 PM 3 1 0 0 0 4 4 1 0 0 0 5 7 2 0 0 0 9

TOTAL ENTRY
TUESDAY, MAY 21, 2019

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY
DATA PROVIDED BY:

NATIONAL DATA AND SURVEYING SERVICES
1535 S. LA CIENEGA BOULEVARD
LOS ANGELES, CALIFORNIA 90035
PH: (323) 782-0090
WWW.NDSDATA.COM

INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: HIRSCH/GREEN TRANSPORTATION CONSULTING, INC.

PROJECT: CHEVAL BLANC HOTEL - BEVERLY HILLS
DATE:

PERIOD: 24-HOUR
INTERSECTION: N/S ALLEY (ONE-WAY SB)

E/W SANTA MONICA BOULEVARD (S)
15 MINUTE
(START TIME) AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL

TOTAL ENTRY
TUESDAY, MAY 21, 2019

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY
2:00 PM 11 0 0 0 0 11 3 0 0 0 0 3 14 0 0 0 0 14
2:15 PM 16 1 0 0 0 17 1 1 0 0 0 2 17 2 0 0 0 19
2:30 PM 7 0 0 0 0 7 2 0 0 0 0 2 9 0 0 0 0 9
2:45 PM 10 1 0 0 0 11 7 0 0 0 0 7 17 1 0 0 0 18
3:00 PM 7 1 0 0 0 8 1 0 0 0 0 1 8 1 0 0 0 9
3:15 PM 9 1 0 0 0 10 2 0 0 0 0 2 11 1 0 0 0 12
3:30 PM 6 0 0 0 0 6 4 2 0 0 0 6 10 2 0 0 0 12
3:45 PM 8 2 0 0 0 10 5 0 0 0 0 5 13 2 0 0 0 15
4:00 PM 7 0 0 0 0 7 1 0 0 0 0 1 8 0 0 0 0 8
4:15 PM 9 0 0 0 0 9 1 1 0 0 0 2 10 1 0 0 0 11
4:30 PM 9 1 0 0 0 10 2 0 0 0 0 2 11 1 0 0 0 12
4:45 PM 6 0 0 0 0 6 5 1 0 0 0 6 11 1 0 0 0 12
5:00 PM 8 0 0 0 0 8 1 0 0 0 0 1 9 0 0 0 0 9
5:15 PM 8 0 0 0 0 8 3 0 0 0 0 3 11 0 0 0 0 11
5:30 PM 6 0 0 0 0 6 2 0 0 0 0 2 8 0 0 0 0 8
5:45 PM 8 0 0 0 0 8 3 0 0 0 0 3 11 0 0 0 0 11
6:00 PM 2 1 0 0 0 3 1 0 0 0 0 1 3 1 0 0 0 4
6:15 PM 5 0 0 0 0 5 3 0 0 0 0 3 8 0 0 0 0 8
6:30 PM 10 0 0 0 0 10 3 0 0 0 0 3 13 0 0 0 0 13
6:45 PM 13 0 0 0 0 13 1 0 0 0 0 1 14 0 0 0 0 14
7:00 PM 3 0 0 0 0 3 0 0 0 0 0 0 3 0 0 0 0 3
7:15 PM 1 0 0 0 0 1 2 0 0 0 0 2 3 0 0 0 0 3
7:30 PM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 PM 3 0 0 0 0 3 1 0 0 0 0 1 4 0 0 0 0 4
8:15 PM 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 1
8:30 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
9:30 PM 3 0 0 0 0 3 0 0 0 0 0 0 3 0 0 0 0 3
9:45 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
10:00 PM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
10:15 PM 3 0 0 0 0 3 0 0 0 0 0 0 3 0 0 0 0 3
10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:00 PM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
11:15 PM 3 0 0 0 0 3 0 1 0 0 0 1 3 1 0 0 0 4
11:30 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
11:45 PM 1 1 0 0 0 2 0 0 0 0 0 0 1 1 0 0 0 2

TOTALS AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AM 172 12 1 0 0 185 104 12 3 0 0 119 276 24 4 0 0 304
MIDDAY 142 19 0 0 0 161 65 9 0 0 0 74 207 28 0 0 0 235
PM 191 9 0 0 0 200 56 6 0 0 0 62 247 15 0 0 0 262
DAILY 505 40 1 0 0 546 225 27 3 0 0 255 730 67 4 0 0 801

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY TOTAL ENTRY DATA PROVIDED BY:

NATIONAL DATA AND SURVEYING SERVICES
1535 S. LA CIENEGA BOULEVARD
LOS ANGELES, CALIFORNIA 90035
PH: (323) 782-0090
WWW.NDSDATA.COM
Wednesday May 22, 2019

INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: HIRSCH/GREEN TRANSPORTATION CONSULTING, INC.

PROJECT: CHEVAL BLANC HOTEL - BEVERLY HILLS
DATE:

PERIOD: 24-HOUR
INTERSECTION: N/S ALLEY (ONE-WAY SB)

E/W SANTA MONICA BOULEVARD (S)
15 MINUTE
(START TIME) AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:45 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 0 1
1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:45 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1
2:00 AM 3 0 0 0 0 3 1 0 0 0 0 1 4 0 0 0 0 4
2:15 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
2:30 AM 0 0 0 0 0 0 2 0 0 0 0 2 2 0 0 0 0 2
2:45 AM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 AM 1 0 0 1 0 2 0 0 0 0 0 0 1 0 0 1 0 2
3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 AM 3 0 0 0 0 3 0 0 1 0 0 1 3 0 1 0 0 4
4:30 AM 3 0 0 0 0 3 0 0 0 0 0 0 3 0 0 0 0 3
4:45 AM 6 0 0 0 0 6 0 0 0 0 0 0 6 0 0 0 0 6
5:00 AM 4 0 0 0 0 4 2 0 0 0 0 2 6 0 0 0 0 6
5:15 AM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
5:30 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
5:45 AM 3 0 0 0 0 3 1 0 0 0 0 1 4 0 0 0 0 4
6:00 AM 6 2 0 0 0 8 0 2 0 0 0 2 6 4 0 0 0 10
6:15 AM 3 1 0 0 0 4 0 0 1 0 0 1 3 1 1 0 0 5
6:30 AM 2 1 1 0 0 4 0 0 0 0 0 0 2 1 1 0 0 4
6:45 AM 1 0 0 0 0 1 2 0 0 0 0 2 3 0 0 0 0 3
7:00 AM 4 0 0 0 0 4 2 0 0 0 0 2 6 0 0 0 0 6
7:15 AM 2 1 0 0 0 3 0 1 0 0 0 1 2 2 0 0 0 4
7:30 AM 2 1 0 0 0 3 7 1 0 0 0 8 9 2 0 0 0 11
7:45 AM 8 0 0 0 0 8 8 0 0 0 0 8 16 0 0 0 0 16
8:00 AM 4 0 0 0 0 4 4 0 0 0 0 4 8 0 0 0 0 8
8:15 AM 16 1 0 0 0 17 4 0 0 0 0 4 20 1 0 0 0 21
8:30 AM 6 0 0 0 0 6 3 0 0 0 0 3 9 0 0 0 0 9
8:45 AM 14 1 0 0 0 15 10 1 0 0 0 11 24 2 0 0 0 26
9:00 AM 19 1 0 0 0 20 14 0 0 0 0 14 33 1 0 0 0 34
9:15 AM 11 1 0 0 0 12 14 0 0 0 0 14 25 1 0 0 0 26
9:30 AM 9 2 0 0 0 11 12 0 0 0 0 12 21 2 0 0 0 23
9:45 AM 10 2 0 0 0 12 6 0 0 0 0 6 16 2 0 0 0 18
10:00 AM 13 2 0 0 0 15 2 2 0 0 0 4 15 4 0 0 0 19
10:15 AM 15 1 0 0 0 16 6 3 0 0 0 9 21 4 0 0 0 25
10:30 AM 15 0 0 0 0 15 1 0 0 0 0 1 16 0 0 0 0 16
10:45 AM 5 3 0 0 0 8 2 0 0 0 0 2 7 3 0 0 0 10
11:00 AM 9 1 0 0 0 10 3 0 0 0 0 3 12 1 0 0 0 13
11:15 AM 16 0 0 0 0 16 5 1 0 0 0 6 21 1 0 0 0 22
11:30 AM 14 0 0 0 0 14 5 2 0 0 0 7 19 2 0 0 0 21
11:45 AM 8 1 0 0 0 9 6 0 0 0 0 6 14 1 0 0 0 15
12:00 PM 13 4 0 0 0 17 2 1 0 0 0 3 15 5 0 0 0 20
12:15 PM 2 0 0 0 0 2 2 0 0 0 0 2 4 0 0 0 0 4
12:30 PM 5 0 0 0 0 5 4 1 0 0 0 5 9 1 0 0 0 10
12:45 PM 6 1 0 0 0 7 5 0 0 0 0 5 11 1 0 0 0 12
1:00 PM 12 1 0 0 1 14 4 0 0 0 0 4 16 1 0 0 1 18
1:15 PM 7 1 0 0 0 8 3 0 0 0 0 3 10 1 0 0 0 11
1:30 PM 10 0 0 0 0 10 7 0 0 0 0 7 17 0 0 0 0 17
1:45 PM 7 0 0 0 0 7 4 2 0 0 0 6 11 2 0 0 0 13

TOTAL ENTRY
WEDNESDAY, MAY 22, 2019

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY
DATA PROVIDED BY:

NATIONAL DATA AND SURVEYING SERVICES
1535 S. LA CIENEGA BOULEVARD
LOS ANGELES, CALIFORNIA 90035
PH: (323) 782-0090
WWW.NDSDATA.COM

INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: HIRSCH/GREEN TRANSPORTATION CONSULTING, INC.

PROJECT: CHEVAL BLANC HOTEL - BEVERLY HILLS
DATE:

PERIOD: 24-HOUR
INTERSECTION: N/S ALLEY (ONE-WAY SB)

E/W SANTA MONICA BOULEVARD (S)
15 MINUTE
(START TIME) AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL

TOTAL ENTRY
WEDNESDAY, MAY 22, 2019

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY
2:00 PM 4 4 0 0 0 8 2 0 0 0 0 2 6 4 0 0 0 10
2:15 PM 4 0 0 0 0 4 3 0 0 0 0 3 7 0 0 0 0 7
2:30 PM 12 1 0 0 0 13 4 1 0 0 0 5 16 2 0 0 0 18
2:45 PM 8 0 0 0 0 8 8 0 0 0 0 8 16 0 0 0 0 16
3:00 PM 3 1 0 0 0 4 3 0 0 0 0 3 6 1 0 0 0 7
3:15 PM 4 1 0 0 0 5 2 1 0 0 0 3 6 2 0 0 0 8
3:30 PM 5 1 0 0 0 6 3 0 0 0 0 3 8 1 0 0 0 9
3:45 PM 7 1 0 0 0 8 3 0 0 0 0 3 10 1 0 0 0 11
4:00 PM 7 2 0 0 0 9 1 0 0 0 0 1 8 2 0 0 0 10
4:15 PM 2 0 0 0 0 2 2 0 0 0 0 2 4 0 0 0 0 4
4:30 PM 3 2 0 0 0 5 1 1 0 0 0 2 4 3 0 0 0 7
4:45 PM 6 2 0 0 0 8 3 0 0 0 0 3 9 2 0 0 0 11
5:00 PM 5 0 0 0 0 5 1 0 0 0 0 1 6 0 0 0 0 6
5:15 PM 2 0 0 0 0 2 2 0 0 0 0 2 4 0 0 0 0 4
5:30 PM 3 0 0 0 0 3 2 0 0 0 0 2 5 0 0 0 0 5
5:45 PM 7 0 0 0 0 7 0 0 0 0 0 0 7 0 0 0 0 7
6:00 PM 5 1 0 0 0 6 1 0 0 0 0 1 6 1 0 0 0 7
6:15 PM 5 0 0 0 0 5 1 0 0 0 0 1 6 0 0 0 0 6
6:30 PM 9 0 0 0 0 9 1 0 0 0 0 1 10 0 0 0 0 10
6:45 PM 8 0 0 0 0 8 2 0 0 0 0 2 10 0 0 0 0 10
7:00 PM 2 0 0 0 0 2 2 0 0 0 0 2 4 0 0 0 0 4
7:15 PM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
7:30 PM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
7:45 PM 2 0 0 0 0 2 2 0 0 0 0 2 4 0 0 0 0 4
8:00 PM 2 2 0 0 0 4 0 0 0 0 0 0 2 2 0 0 0 4
8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 PM 0 1 0 0 0 1 1 0 0 0 0 1 1 1 0 0 0 2
8:45 PM 0 0 0 0 0 0 2 0 0 0 0 2 2 0 0 0 0 2
9:00 PM 1 0 0 0 0 1 0 1 0 0 0 1 1 1 0 0 0 2
9:15 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
9:30 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
9:45 PM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
10:00 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
10:15 PM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
10:30 PM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
10:45 PM 2 0 0 0 0 2 1 0 0 0 0 1 3 0 0 0 0 3
11:00 PM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
11:15 PM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
11:30 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
11:45 PM 0 0 0 0 0 0 1 1 0 0 0 2 1 1 0 0 0 2

TOTALS AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AM 145 15 1 1 0 162 93 6 2 0 0 101 238 21 3 1 0 263
MIDDAY 157 15 0 0 1 173 61 12 0 0 0 73 218 27 0 0 1 246 PM 133 19 0 0 0 152 57 5 0 0 0 62 190 24 0 0 0 214
DAILY 435 49 1 1 1 487 211 23 2 0 0 236 646 72 3 1 1 723

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY TOTAL ENTRY DATA PROVIDED BY:

NATIONAL DATA AND SURVEYING SERVICES
1535 S. LA CIENEGA BOULEVARD
LOS ANGELES, CALIFORNIA 90035
PH: (323) 782-0090
WWW.NDSDATA.COM
Thursday May 23, 2019

INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: HIRSCH/GREEN TRANSPORTATION CONSULTING, INC.

PROJECT: CHEVAL BLANC HOTEL - BEVERLY HILLS
DATE:

PERIOD: 24-HOUR
INTERSECTION: N/S ALLEY (ONE-WAY SB)

E/W SANTA MONICA BOULEVARD (S)
15 MINUTE
(START TIME) AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL 12:00 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:30 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 0 1
12:45 AM 2 1 0 0 0 3 0 0 0 0 0 0 2 1 0 0 0 3
1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:30 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 1 0 0 0 1 1 0 0 0 0 1 1 1 0 0 0 2
2:15 AM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
2:30 AM 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 1
2:45 AM 1 0 0 0 0 1 2 0 0 0 0 2 3 0 0 0 0 3
3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
3:30 AM 1 0 0 0 0 1 0 1 0 0 0 1 1 1 0 0 0 2
3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 AM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
4:15 AM 6 0 0 0 0 6 0 0 0 0 0 0 6 0 0 0 0 6
4:30 AM 1 0 0 0 0 1 0 0 1 0 0 1 1 0 1 0 0 2
4:45 AM 5 0 0 0 0 5 0 0 0 0 0 0 5 0 0 0 0 5
5:00 AM 2 0 0 0 0 2 1 1 0 0 0 2 3 1 0 0 0 4
5:15 AM 1 0 0 0 0 1 1 1 0 0 0 2 2 1 0 0 0 3
5:30 AM 4 0 0 0 0 4 1 0 0 0 0 1 5 0 0 0 0 5
5:45 AM 2 1 0 0 0 3 2 0 0 0 0 2 4 1 0 0 0 5
6:00 AM 1 0 0 0 0 1 0 1 0 0 0 1 1 1 0 0 0 2
6:15 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
6:30 AM 4 0 0 0 0 4 2 0 0 0 0 2 6 0 0 0 0 6
6:45 AM 1 0 0 0 0 1 1 0 1 0 0 2 2 0 1 0 0 3
7:00 AM 7 0 0 0 0 7 1 0 0 0 0 1 8 0 0 0 0 8
7:15 AM 4 0 0 0 0 4 1 1 0 0 0 2 5 1 0 0 0 6
7:30 AM 3 0 0 0 0 3 9 0 0 0 0 9 12 0 0 0 0 12
7:45 AM 5 0 0 0 0 5 6 1 0 0 0 7 11 1 0 0 0 12
8:00 AM 6 0 0 0 0 6 4 0 0 0 0 4 10 0 0 0 0 10
8:15 AM 9 1 0 0 0 10 5 0 0 0 0 5 14 1 0 0 0 15
8:30 AM 15 0 0 0 0 15 4 0 0 0 0 4 19 0 0 0 0 19
8:45 AM 18 2 0 0 0 20 7 0 0 0 0 7 25 2 0 0 0 27
9:00 AM 17 0 0 0 0 17 13 0 0 0 0 13 30 0 0 0 0 30
9:15 AM 11 1 0 0 0 12 15 1 0 0 0 16 26 2 0 0 0 28
9:30 AM 10 0 0 0 0 10 8 0 0 0 0 8 18 0 0 0 0 18
9:45 AM 6 1 0 0 0 7 6 0 0 0 0 6 12 1 0 0 0 13
10:00 AM 11 2 0 0 0 13 6 2 0 0 0 8 17 4 0 0 0 21
10:15 AM 10 1 0 0 0 11 9 1 0 0 0 10 19 2 0 0 0 21
10:30 AM 10 3 0 0 0 13 6 0 0 0 0 6 16 3 0 0 0 19
10:45 AM 14 0 0 0 0 14 7 0 0 0 0 7 21 0 0 0 0 21
11:00 AM 11 1 0 0 0 12 5 3 0 0 0 8 16 4 0 0 0 20
11:15 AM 13 2 0 0 0 15 3 1 0 0 0 4 16 3 0 0 0 19
11:30 AM 12 0 0 0 0 12 7 1 0 0 0 8 19 1 0 0 0 20
11:45 AM 9 2 0 0 0 11 8 1 0 0 0 9 17 3 0 0 0 20
12:00 PM 16 2 0 0 0 18 2 0 0 0 0 2 18 2 0 0 0 20
12:15 PM 4 0 0 0 0 4 5 1 0 0 0 6 9 1 0 0 0 10
12:30 PM 7 2 0 0 0 9 2 0 0 0 0 2 9 2 0 0 0 11
12:45 PM 8 0 0 0 0 8 7 1 0 0 0 8 15 1 0 0 0 16
1:00 PM 12 1 0 0 0 13 2 0 0 0 0 2 14 1 0 0 0 15
1:15 PM 13 1 0 0 0 14 5 0 0 0 0 5 18 1 0 0 0 19
1:30 PM 13 1 0 0 0 14 6 0 0 0 0 6 19 1 0 0 0 20
1:45 PM 10 2 0 0 0 12 1 0 0 0 0 1 11 2 0 0 0 13

TOTAL ENTRY
THURSDAY, MAY 23, 2019

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY
DATA PROVIDED BY:

NATIONAL DATA AND SURVEYING SERVICES
1535 S. LA CIENEGA BOULEVARD
LOS ANGELES, CALIFORNIA 90035
PH: (323) 782-0090
WWW.NDSDATA.COM

INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: HIRSCH/GREEN TRANSPORTATION CONSULTING, INC.

PROJECT: CHEVAL BLANC HOTEL - BEVERLY HILLS
DATE:

PERIOD: 24-HOUR
INTERSECTION: N/S ALLEY (ONE-WAY SB)

E/W SANTA MONICA BOULEVARD (S)
15 MINUTE
(START TIME) AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL

TOTAL ENTRY
THURSDAY, MAY 23, 2019

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY
2:00 PM 13 0 0 0 0 13 4 0 0 0 0 4 17 0 0 0 0 17
2:15 PM 5 1 0 0 0 6 1 1 0 0 0 2 6 2 0 0 0 8
2:30 PM 6 0 0 0 0 6 1 0 0 0 0 1 7 0 0 0 0 7
2:45 PM 12 1 0 0 0 13 7 0 0 0 0 7 19 1 0 0 0 20
3:00 PM 8 1 0 0 0 9 3 1 0 0 0 4 11 2 0 0 0 13
3:15 PM 10 1 0 0 0 11 2 1 0 0 0 3 12 2 0 0 0 14
3:30 PM 11 1 0 0 0 12 3 1 0 0 0 4 14 2 0 0 0 16
3:45 PM 6 0 0 0 0 6 3 0 0 0 0 3 9 0 0 0 0 9
4:00 PM 9 0 0 0 0 9 1 0 0 0 0 1 10 0 0 0 0 10
4:15 PM 7 1 0 0 0 8 1 0 0 0 0 1 8 1 0 0 0 9
4:30 PM 6 0 0 0 0 6 1 0 0 0 0 1 7 0 0 0 0 7
4:45 PM 5 0 0 0 0 5 2 0 0 0 0 2 7 0 0 0 0 7
5:00 PM 7 0 0 0 0 7 3 0 0 0 0 3 10 0 0 0 0 10
5:15 PM 8 1 0 0 0 9 1 0 0 0 0 1 9 1 0 0 0 10
5:30 PM 4 0 0 0 0 4 3 0 0 0 0 3 7 0 0 0 0 7
5:45 PM 10 2 0 0 0 12 5 0 0 0 0 5 15 2 0 0 0 17
6:00 PM 3 0 0 0 0 3 2 0 0 0 0 2 5 0 0 0 0 5
6:15 PM 4 0 0 0 0 4 1 0 0 0 0 1 5 0 0 0 0 5
6:30 PM 4 0 0 0 0 4 2 0 0 0 0 2 6 0 0 0 0 6
6:45 PM 15 0 0 0 0 15 4 0 0 0 0 4 19 0 0 0 0 19
7:00 PM 3 0 0 0 0 3 0 0 0 0 0 0 3 0 0 0 0 3
7:15 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
7:30 PM 1 1 0 0 0 2 1 0 0 0 0 1 2 1 0 0 0 3
7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 PM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 PM 0 0 0 0 0 0 2 0 0 0 0 2 2 0 0 0 0 2
9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 PM 0 0 0 0 0 0 1 1 0 0 0 2 1 1 0 0 0 2
9:30 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:15 PM 3 0 0 0 0 3 0 0 0 0 0 0 3 0 0 0 0 3
10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:45 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:45 PM 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 1

TOTALS AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AM 148 8 0 0 0 156 93 8 2 0 0 103 241 16 2 0 0 259
MIDDAY 173 20 0 0 0 193 81 11 0 0 0 92 254 31 0 0 0 285 PM 164 10 0 0 0 174 56 5 0 0 0 61 220 15 0 0 0 235
DAILY 485 38 0 0 0 523 230 24 2 0 0 256 715 62 2 0 0 779

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY TOTAL ENTRY DATA PROVIDED BY:

NATIONAL DATA AND SURVEYING SERVICES
1535 S. LA CIENEGA BOULEVARD
LOS ANGELES, CALIFORNIA 90035
PH: (323) 782-0090
WWW.NDSDATA.COM
Friday May 24, 2019

INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: HIRSCH/GREEN TRANSPORTATION CONSULTING, INC.

PROJECT: CHEVAL BLANC HOTEL - BEVERLY HILLS
DATE:

PERIOD: 24-HOUR
INTERSECTION: N/S ALLEY (ONE-WAY SB)

E/W SANTA MONICA BOULEVARD (S)
15 MINUTE
(START TIME) AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL 12:00 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
12:15 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1
12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:45 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
1:00 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 1
2:15 AM 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 1
2:30 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 0 1
2:45 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
3:00 AM 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 1
3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 AM 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 1
3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 AM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
4:15 AM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
4:30 AM 1 0 0 0 0 1 0 0 1 0 0 1 1 0 1 0 0 2
4:45 AM 2 0 0 0 0 2 1 0 0 0 0 1 3 0 0 0 0 3
5:00 AM 7 0 0 0 0 7 0 0 0 0 0 0 7 0 0 0 0 7
5:15 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 0 1
5:30 AM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
5:45 AM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
6:00 AM 3 1 0 0 0 4 4 0 0 0 0 4 7 1 0 0 0 8
6:15 AM 0 0 0 0 0 0 5 0 1 0 0 6 5 0 1 0 0 6
6:30 AM 3 0 0 0 0 3 1 1 0 0 0 2 4 1 0 0 0 5
6:45 AM 2 0 0 0 0 2 1 0 0 0 0 1 3 0 0 0 0 3
7:00 AM 3 0 0 0 0 3 2 0 0 0 0 2 5 0 0 0 0 5
7:15 AM 5 0 0 0 0 5 1 0 0 0 0 1 6 0 0 0 0 6
7:30 AM 6 0 0 0 0 6 5 0 0 0 0 5 11 0 0 0 0 11
7:45 AM 15 0 0 0 0 15 3 0 0 0 0 3 18 0 0 0 0 18
8:00 AM 6 0 0 0 0 6 4 1 0 0 0 5 10 1 0 0 0 11
8:15 AM 13 1 0 0 0 14 3 0 0 0 0 3 16 1 0 0 0 17
8:30 AM 9 0 0 0 1 10 6 0 0 0 0 6 15 0 0 0 1 16
8:45 AM 17 2 0 0 1 20 9 0 0 0 0 9 26 2 0 0 1 29
9:00 AM 17 0 0 0 0 17 19 0 0 0 1 20 36 0 0 0 1 37
9:15 AM 13 1 0 0 0 14 11 0 0 0 0 11 24 1 0 0 0 25
9:30 AM 9 1 0 0 0 10 11 1 0 0 0 12 20 2 0 0 0 22
9:45 AM 8 0 0 0 0 8 8 1 0 0 0 9 16 1 0 0 0 17
10:00 AM 12 0 0 0 0 12 3 0 0 0 0 3 15 0 0 0 0 15
10:15 AM 8 2 0 0 0 10 2 2 0 0 0 4 10 4 0 0 0 14
10:30 AM 9 2 0 0 0 11 6 0 0 0 0 6 15 2 0 0 0 17
10:45 AM 10 1 0 0 0 11 2 2 0 0 1 5 12 3 0 0 1 16
11:00 AM 9 1 0 0 0 10 2 0 0 0 0 2 11 1 0 0 0 12
11:15 AM 11 1 0 0 0 12 3 0 0 0 0 3 14 1 0 0 0 15
11:30 AM 9 0 0 0 0 9 8 0 0 0 0 8 17 0 0 0 0 17
11:45 AM 9 2 0 0 0 11 5 1 0 0 0 6 14 3 0 0 0 17
12:00 PM 9 1 0 0 0 10 1 2 0 0 0 3 10 3 0 0 0 13
12:15 PM 7 0 0 0 0 7 9 0 0 0 0 9 16 0 0 0 0 16
12:30 PM 14 1 0 0 0 15 3 0 0 0 0 3 17 1 0 0 0 18
12:45 PM 7 1 0 0 0 8 3 0 0 0 0 3 10 1 0 0 0 11
1:00 PM 25 2 0 0 0 27 3 0 0 0 0 3 28 2 0 0 0 30
1:15 PM 6 0 0 0 0 6 3 0 0 0 0 3 9 0 0 0 0 9
1:30 PM 16 0 0 0 0 16 5 0 0 0 0 5 21 0 0 0 0 21
1:45 PM 6 0 0 0 0 6 9 0 0 0 0 9 15 0 0 0 0 15

TOTAL ENTRY
FRIDAY, MAY 24, 2019

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY
DATA PROVIDED BY:

NATIONAL DATA AND SURVEYING SERVICES
1535 S. LA CIENEGA BOULEVARD
LOS ANGELES, CALIFORNIA 90035
PH: (323) 782-0090
WWW.NDSDATA.COM

INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: HIRSCH/GREEN TRANSPORTATION CONSULTING, INC.

PROJECT: CHEVAL BLANC HOTEL - BEVERLY HILLS
DATE:

PERIOD: 24-HOUR
INTERSECTION: N/S ALLEY (ONE-WAY SB)

E/W SANTA MONICA BOULEVARD (S)
15 MINUTE
(START TIME) AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL

TOTAL ENTRY
FRIDAY, MAY 24, 2019

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY
2:00 PM 8 4 0 0 0 12 1 0 0 0 0 1 9 4 0 0 0 13
2:15 PM 9 0 0 0 0 9 1 0 0 0 0 1 10 0 0 0 0 10
2:30 PM 11 0 0 0 0 11 3 0 0 0 0 3 14 0 0 0 0 14
2:45 PM 5 0 0 0 0 5 3 0 0 0 0 3 8 0 0 0 0 8
3:00 PM 10 2 0 0 0 12 7 0 0 0 0 7 17 2 0 0 0 19
3:15 PM 10 0 0 0 0 10 3 0 0 0 0 3 13 0 0 0 0 13
3:30 PM 12 1 0 0 0 13 3 1 0 0 0 4 15 2 0 0 0 17
3:45 PM 7 0 0 0 0 7 7 0 0 0 0 7 14 0 0 0 0 14
4:00 PM 6 1 0 0 0 7 3 0 0 0 0 3 9 1 0 0 0 10
4:15 PM 6 0 0 0 0 6 0 0 0 0 0 0 6 0 0 0 0 6
4:30 PM 5 0 0 0 0 5 1 0 0 0 0 1 6 0 0 0 0 6
4:45 PM 4 0 0 0 0 4 3 0 0 0 1 4 7 0 0 0 1 8
5:00 PM 6 0 0 0 0 6 3 1 0 0 0 4 9 1 0 0 0 10
5:15 PM 5 1 0 0 0 6 1 0 0 0 0 1 6 1 0 0 0 7
5:30 PM 7 0 0 0 0 7 1 0 0 0 0 1 8 0 0 0 0 8
5:45 PM 8 0 0 0 0 8 1 0 0 0 0 1 9 0 0 0 0 9
6:00 PM 5 0 0 0 0 5 2 0 0 0 0 2 7 0 0 0 0 7
6:15 PM 6 0 0 0 0 6 1 0 0 0 0 1 7 0 0 0 0 7
6:30 PM 2 0 0 0 0 2 2 0 0 0 0 2 4 0 0 0 0 4
6:45 PM 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 1
7:00 PM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
7:15 PM 0 0 0 0 0 0 2 0 0 0 0 2 2 0 0 0 0 2
7:30 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
7:45 PM 1 0 0 0 0 1 2 0 0 0 0 2 3 0 0 0 0 3
8:00 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
8:15 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 PM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:45 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:30 PM 3 0 0 0 0 3 0 0 0 0 0 0 3 0 0 0 0 3
10:45 PM 3 0 0 0 0 3 0 0 0 0 0 0 3 0 0 0 0 3
11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

TOTALS AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AM 148 7 0 0 2 157 101 6 2 0 1 110 249 13 2 0 3 267
MIDDAY 167 14 0 0 0 181 67 7 0 0 1 75 234 21 0 0 1 256
PM 147 9 0 0 0 156 51 2 0 0 1 54 198 11 0 0 1 210
DAILY 462 30 0 0 2 494 219 15 2 0 3 239 681 45 2 0 5 733

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY TOTAL ENTRY DATA PROVIDED BY:

NATIONAL DATA AND SURVEYING SERVICES
1535 S. LA CIENEGA BOULEVARD
LOS ANGELES, CALIFORNIA 90035
PH: (323) 782-0090
WWW.NDSDATA.COM

SATURDAY COUNTS
Saturday May 11, 2019

INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: HIRSCH/GREEN TRANSPORTATION CONSULTING, INC.

PROJECT: CHEVAL BLANC HOTEL - BEVERLY HILLS
DATE:

PERIOD: 24-HOUR
INTERSECTION: N/S ALLEY (ONE-WAY SB)

E/W SANTA MONICA BOULEVARD (S)
15 MINUTE
(START TIME) AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
4:30 AM 0 0 0 0 0 0 2 0 0 0 0 2 2 0 0 0 0 2
4:45 AM 4 0 0 0 0 4 0 0 0 0 0 0 4 0 0 0 0 4
5:00 AM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
5:15 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 0 1
5:30 AM 2 1 0 0 0 3 0 0 1 0 0 1 2 1 1 0 0 4
5:45 AM 0 0 0 0 0 0 1 0 1 0 0 2 1 0 1 0 0 2
6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:15 AM 2 0 0 0 0 2 1 0 0 0 0 1 3 0 0 0 0 3
6:30 AM 2 0 0 0 0 2 1 0 0 0 0 1 3 0 0 0 0 3
6:45 AM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
7:00 AM 0 0 0 0 0 0 2 0 0 0 0 2 2 0 0 0 0 2
7:15 AM 1 0 1 0 0 2 2 0 0 0 0 2 3 0 1 0 0 4
7:30 AM 5 0 0 0 0 5 3 0 0 0 0 3 8 0 0 0 0 8
7:45 AM 3 0 0 0 0 3 4 0 0 0 0 4 7 0 0 0 0 7
8:00 AM 5 0 0 0 0 5 1 1 0 0 0 2 6 1 0 0 0 7
8:15 AM 4 0 0 0 0 4 3 0 0 0 0 3 7 0 0 0 0 7
8:30 AM 6 0 0 0 0 6 6 0 0 0 0 6 12 0 0 0 0 12
8:45 AM 9 0 0 0 0 9 15 0 0 0 0 15 24 0 0 0 0 24
9:00 AM 19 0 0 0 0 19 11 0 0 0 0 11 30 0 0 0 0 30
9:15 AM 9 0 0 0 0 9 15 1 0 0 0 16 24 1 0 0 0 25
9:30 AM 12 0 0 0 0 12 9 0 0 0 0 9 21 0 0 0 0 21
9:45 AM 8 0 0 0 0 8 5 0 0 0 0 5 13 0 0 0 0 13
10:00 AM 7 0 0 0 0 7 3 0 0 0 0 3 10 0 0 0 0 10
10:15 AM 6 1 0 0 0 7 5 0 0 0 0 5 11 1 0 0 0 12
10:30 AM 2 3 0 0 0 5 8 0 0 0 0 8 10 3 0 0 0 13
10:45 AM 5 0 0 0 0 5 7 0 0 0 0 7 12 0 0 0 0 12
11:00 AM 6 1 0 0 0 7 2 0 0 0 0 2 8 1 0 0 0 9
11:15 AM 8 0 0 0 0 8 5 0 0 0 0 5 13 0 0 0 0 13
11:30 AM 11 0 0 1 0 12 5 0 0 0 0 5 16 0 0 1 0 17
11:45 AM 8 0 0 0 0 8 3 1 0 0 0 4 11 1 0 0 0 12
12:00 PM 14 0 0 0 0 14 4 0 0 0 0 4 18 0 0 0 0 18
12:15 PM 9 0 0 0 0 9 5 1 0 0 0 6 14 1 0 0 0 15
12:30 PM 14 1 0 0 0 15 3 0 0 0 0 3 17 1 0 0 0 18
12:45 PM 5 0 0 0 0 5 2 0 0 0 0 2 7 0 0 0 0 7
1:00 PM 9 0 0 0 0 9 2 0 0 0 0 2 11 0 0 0 0 11
1:15 PM 9 0 0 0 0 9 6 0 0 0 0 6 15 0 0 0 0 15
1:30 PM 6 0 0 0 0 6 2 0 0 0 0 2 8 0 0 0 0 8
1:45 PM 5 0 0 0 0 5 4 1 0 0 0 5 9 1 0 0 0 10

TOTAL ENTRY
SATURDAY, MAY 11, 2019

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY
DATA PROVIDED BY:

NATIONAL DATA AND SURVEYING SERVICES
1535 S. LA CIENEGA BOULEVARD
LOS ANGELES, CALIFORNIA 90035
PH: (323) 782-0090
WWW.NDSDATA.COM

INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: HIRSCH/GREEN TRANSPORTATION CONSULTING, INC.

PROJECT: CHEVAL BLANC HOTEL - BEVERLY HILLS
DATE:

PERIOD: 24-HOUR
INTERSECTION: N/S ALLEY (ONE-WAY SB)

E/W SANTA MONICA BOULEVARD (S)
15 MINUTE
(START TIME) AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL

TOTAL ENTRY
SATURDAY, MAY 11, 2019

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY
2:00 PM 8 0 0 0 0 8 3 0 0 0 0 3 11 0 0 0 0 11
2:15 PM 5 0 0 0 0 5 3 0 0 0 0 3 8 0 0 0 0 8
2:30 PM 13 0 0 0 0 13 4 1 0 0 0 5 17 1 0 0 0 18
2:45 PM 12 0 0 0 0 12 2 0 0 0 0 2 14 0 0 0 0 14
3:00 PM 9 0 0 0 0 9 4 0 0 0 0 4 13 0 0 0 0 13
3:15 PM 7 1 0 0 0 8 2 1 0 0 0 3 9 2 0 0 0 11
3:30 PM 9 1 0 0 0 10 5 0 0 0 0 5 14 1 0 0 0 15
3:45 PM 18 0 0 0 0 18 2 0 0 0 0 2 20 0 0 0 0 20
4:00 PM 6 0 0 0 0 6 0 1 0 0 0 1 6 1 0 0 0 7
4:15 PM 5 0 0 0 0 5 3 0 0 0 0 3 8 0 0 0 0 8
4:30 PM 12 0 0 0 0 12 2 0 0 0 0 2 14 0 0 0 0 14
4:45 PM 12 0 0 0 0 12 0 0 0 0 0 0 12 0 0 0 0 12
5:00 PM 11 0 0 0 0 11 1 0 0 0 0 1 12 0 0 0 0 12
5:15 PM 9 0 0 0 0 9 5 0 0 0 0 5 14 0 0 0 0 14
5:30 PM 6 0 0 0 0 6 4 0 0 0 0 4 10 0 0 0 0 10
5:45 PM 3 0 0 0 0 3 4 0 0 0 0 4 7 0 0 0 0 7
6:00 PM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
6:15 PM 4 0 0 0 0 4 1 0 0 0 0 1 5 0 0 0 0 5
6:30 PM 0 0 0 0 0 0 2 0 0 0 0 2 2 0 0 0 0 2
6:45 PM 2 0 0 0 0 2 1 0 0 0 0 1 3 0 0 0 0 3
7:00 PM 2 0 0 0 0 2 2 0 0 0 0 2 4 0 0 0 0 4
7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 PM 3 0 0 0 0 3 1 0 0 0 0 1 4 0 0 0 0 4
7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 PM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
8:15 PM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
8:30 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
8:45 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 PM 0 1 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1
9:30 PM 0 1 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1
9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:00 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
11:15 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
11:30 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
11:45 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 0 1

TOTALS AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AM 95 1 1 0 0 97 82 3 2 0 0 87 177 4 3 0 0 184
MIDDAY 124 6 0 1 0 131 66 3 0 0 0 69 190 9 0 1 0 200
PM 165 4 0 0 0 169 53 4 0 0 0 57 218 8 0 0 0 226
DAILY 384 11 1 1 0 397 201 10 2 0 0 213 585 21 3 1 0 610

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY TOTAL ENTRY DATA PROVIDED BY:

NATIONAL DATA AND SURVEYING SERVICES
1535 S. LA CIENEGA BOULEVARD
LOS ANGELES, CALIFORNIA 90035
PH: (323) 782-0090
WWW.NDSDATA.COM
Saturday May 18, 2019

INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: HIRSCH/GREEN TRANSPORTATION CONSULTING, INC.

PROJECT: CHEVAL BLANC HOTEL - BEVERLY HILLS
DATE:

PERIOD: 24-HOUR
INTERSECTION: N/S ALLEY (ONE-WAY SB)

E/W SANTA MONICA BOULEVARD (S)
15 MINUTE
(START TIME) AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL 12:00 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:30 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 0 1
12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:15 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
2:30 AM 2 0 0 0 0 2 1 0 0 0 0 1 3 0 0 0 0 3
2:45 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 AM 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 1
3:45 AM 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 1
4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
4:30 AM 2 0 0 0 0 2 2 0 1 0 0 3 4 0 1 0 0 5
4:45 AM 4 0 0 0 0 4 0 1 0 0 0 1 4 1 0 0 0 5
5:00 AM 3 0 0 0 0 3 2 0 0 0 0 2 5 0 0 0 0 5
5:15 AM 3 0 0 0 0 3 0 0 0 0 0 0 3 0 0 0 0 3
5:30 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
5:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 0 1
6:00 AM 2 0 0 0 0 2 2 0 0 0 0 2 4 0 0 0 0 4
6:15 AM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
6:30 AM 2 0 0 0 0 2 1 0 0 0 0 1 3 0 0 0 0 3
6:45 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
7:00 AM 1 0 0 0 0 1 1 1 0 0 0 2 2 1 0 0 0 3
7:15 AM 2 1 0 0 0 3 1 0 0 0 0 1 3 1 0 0 0 4
7:30 AM 4 0 0 0 0 4 0 0 0 0 0 0 4 0 0 0 0 4
7:45 AM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
8:00 AM 4 0 1 0 0 5 1 0 0 0 0 1 5 0 1 0 0 6
8:15 AM 7 0 0 0 0 7 1 0 0 0 0 1 8 0 0 0 0 8
8:30 AM 9 0 0 0 0 9 5 0 0 0 0 5 14 0 0 0 0 14
8:45 AM 12 1 0 0 0 13 12 0 0 0 0 12 24 1 0 0 0 25
9:00 AM 19 0 0 0 0 19 8 0 0 0 0 8 27 0 0 0 0 27
9:15 AM 18 1 0 0 0 19 3 0 0 0 0 3 21 1 0 0 0 22
9:30 AM 14 0 0 0 0 14 6 1 0 0 0 7 20 1 0 0 0 21
9:45 AM 3 0 0 0 0 3 2 0 0 0 0 2 5 0 0 0 0 5
10:00 AM 7 0 0 0 0 7 5 0 0 0 0 5 12 0 0 0 0 12
10:15 AM 9 2 0 0 0 11 3 0 0 0 0 3 12 2 0 0 0 14
10:30 AM 7 0 0 0 0 7 5 0 0 0 0 5 12 0 0 0 0 12
10:45 AM 10 1 0 0 0 11 4 0 0 0 0 4 14 1 0 0 0 15
11:00 AM 9 0 0 0 0 9 3 0 0 0 0 3 12 0 0 0 0 12
11:15 AM 8 0 0 0 0 8 2 0 0 0 0 2 10 0 0 0 0 10
11:30 AM 10 0 0 0 0 10 2 0 0 0 0 2 12 0 0 0 0 12
11:45 AM 5 2 0 0 0 7 2 0 0 0 0 2 7 2 0 0 0 9
12:00 PM 8 0 0 0 0 8 3 0 0 0 0 3 11 0 0 0 0 11
12:15 PM 14 0 0 0 0 14 2 0 0 0 0 2 16 0 0 0 0 16
12:30 PM 6 0 0 0 0 6 4 0 0 0 0 4 10 0 0 0 0 10
12:45 PM 13 2 0 0 0 15 8 0 0 0 0 8 21 2 0 0 0 23
1:00 PM 5 0 0 0 0 5 5 0 0 0 0 5 10 0 0 0 0 10
1:15 PM 5 1 0 0 0 6 2 0 0 0 0 2 7 1 0 0 0 8
1:30 PM 8 0 0 0 0 8 10 0 0 0 0 10 18 0 0 0 0 18
1:45 PM 10 1 0 0 0 11 6 0 0 0 0 6 16 1 0 0 0 17

TOTAL ENTRY
SATURDAY, MAY 18, 2019

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY
DATA PROVIDED BY:

NATIONAL DATA AND SURVEYING SERVICES
1535 S. LA CIENEGA BOULEVARD
LOS ANGELES, CALIFORNIA 90035
PH: (323) 782-0090
WWW.NDSDATA.COM

INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: HIRSCH/GREEN TRANSPORTATION CONSULTING, INC.

PROJECT: CHEVAL BLANC HOTEL - BEVERLY HILLS
DATE:

PERIOD: 24-HOUR
INTERSECTION: N/S ALLEY (ONE-WAY SB)

E/W SANTA MONICA BOULEVARD (S)
15 MINUTE
(START TIME) AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL

TOTAL ENTRY
SATURDAY, MAY 18, 2019

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY
2:00 PM 11 0 0 0 0 11 6 0 0 0 0 6 17 0 0 0 0 17
2:15 PM 13 0 0 0 0 13 2 1 0 0 0 3 15 1 0 0 0 16
2:30 PM 7 0 0 0 0 7 3 1 0 0 0 4 10 1 0 0 0 11
2:45 PM 7 0 0 0 0 7 6 0 0 0 0 6 13 0 0 0 0 13
3:00 PM 11 1 0 0 0 12 5 0 0 0 0 5 16 1 0 0 0 17
3:15 PM 8 0 0 0 0 8 2 0 0 0 0 2 10 0 0 0 0 10
3:30 PM 6 1 0 0 0 7 3 0 0 0 0 3 9 1 0 0 0 10
3:45 PM 5 0 0 0 0 5 3 0 0 0 0 3 8 0 0 0 0 8
4:00 PM 5 0 0 0 0 5 1 0 0 0 0 1 6 0 0 0 0 6
4:15 PM 8 0 0 0 0 8 3 0 0 0 0 3 11 0 0 0 0 11
4:30 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
4:45 PM 6 1 0 0 0 7 2 0 0 0 0 2 8 1 0 0 0 9
5:00 PM 5 0 0 0 0 5 0 0 0 0 0 0 5 0 0 0 0 5
5:15 PM 3 0 0 0 0 3 3 0 0 0 0 3 6 0 0 0 0 6
5:30 PM 6 0 0 0 0 6 1 0 0 0 0 1 7 0 0 0 0 7
5:45 PM 7 0 0 0 0 7 1 0 0 0 0 1 8 0 0 0 0 8
6:00 PM 6 0 0 0 0 6 2 0 0 0 0 2 8 0 0 0 0 8
6:15 PM 4 1 0 0 0 5 1 0 0 0 0 1 5 1 0 0 0 6
6:30 PM 3 0 0 0 0 3 1 0 0 0 0 1 4 0 0 0 0 4
6:45 PM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
7:30 PM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 PM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
8:45 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:00 PM 2 0 0 0 0 2 0 1 0 0 0 1 2 1 0 0 0 3
10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:30 PM 2 0 0 0 0 2 0 1 0 0 0 1 2 1 0 0 0 3
10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:45 PM 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 1

TOTALS AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AM 120 3 1 0 0 124 51 4 2 0 0 57 171 7 3 0 0 181
MIDDAY 134 9 0 0 0 143 66 0 0 0 0 66 200 9 0 0 0 209
PM 133 4 0 0 0 137 49 4 0 0 0 53 182 8 0 0 0 190
DAILY 387 16 1 0 0 404 166 8 2 0 0 176 553 24 3 0 0 580

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY TOTAL ENTRY DATA PROVIDED BY:

NATIONAL DATA AND SURVEYING SERVICES
1535 S. LA CIENEGA BOULEVARD
LOS ANGELES, CALIFORNIA 90035
PH: (323) 782-0090
WWW.NDSDATA.COM

SUNDAY COUNTS
Sunday May 12, 2019

INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: HIRSCH/GREEN TRANSPORTATION CONSULTING, INC.

PROJECT: CHEVAL BLANC HOTEL - BEVERLY HILLS
DATE:

PERIOD: 24-HOUR
INTERSECTION: N/S ALLEY (ONE-WAY SB)

E/W SANTA MONICA BOULEVARD (S)
15 MINUTE
(START TIME) AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:15 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 AM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 AM 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 1
5:45 AM 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 1
6:00 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:30 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
6:45 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
7:00 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
7:15 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 0 1
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
8:15 AM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
8:30 AM 2 0 0 0 0 2 1 0 0 0 0 1 3 0 0 0 0 3
8:45 AM 3 0 0 0 0 3 2 0 0 0 0 2 5 0 0 0 0 5
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 1 0 0 0 0 1 2 0 0 0 0 2 3 0 0 0 0 3
9:30 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
9:45 AM 2 0 0 0 0 2 1 0 0 0 0 1 3 0 0 0 0 3
10:00 AM 3 0 0 0 0 3 2 0 0 0 0 2 5 0 0 0 0 5
10:15 AM 3 0 0 0 0 3 1 0 0 0 0 1 4 0 0 0 0 4
10:30 AM 5 0 0 0 0 5 2 0 0 0 0 2 7 0 0 0 0 7
10:45 AM 3 0 0 0 0 3 9 0 0 0 0 9 12 0 0 0 0 12
11:00 AM 3 0 0 0 0 3 5 0 0 0 0 5 8 0 0 0 0 8
11:15 AM 4 0 0 0 0 4 9 0 0 0 0 9 13 0 0 0 0 13
11:30 AM 7 0 0 0 0 7 4 0 0 0 0 4 11 0 0 0 0 11
11:45 AM 7 0 0 0 0 7 3 0 0 0 0 3 10 0 0 0 0 10
12:00 PM 4 1 0 0 0 5 2 0 0 0 0 2 6 1 0 0 0 7
12:15 PM 4 0 0 0 0 4 2 0 0 0 0 2 6 0 0 0 0 6
12:30 PM 5 0 0 0 0 5 1 0 0 0 0 1 6 0 0 0 0 6
12:45 PM 3 0 0 0 0 3 2 0 0 0 0 2 5 0 0 0 0 5
1:00 PM 5 0 0 0 0 5 1 0 0 0 0 1 6 0 0 0 0 6
1:15 PM 3 0 0 0 0 3 1 0 0 0 0 1 4 0 0 0 0 4
1:30 PM 2 0 0 0 0 2 2 0 0 0 0 2 4 0 0 0 0 4
1:45 PM 2 0 0 0 0 2 2 0 0 0 0 2 4 0 0 0 0 4

TOTAL ENTRY
SUNDAY, MAY 12, 2019

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY
DATA PROVIDED BY:

NATIONAL DATA AND SURVEYING SERVICES
1535 S. LA CIENEGA BOULEVARD
LOS ANGELES, CALIFORNIA 90035
PH: (323) 782-0090
WWW.NDSDATA.COM

INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: HIRSCH/GREEN TRANSPORTATION CONSULTING, INC.

PROJECT: CHEVAL BLANC HOTEL - BEVERLY HILLS
DATE:

PERIOD: 24-HOUR
INTERSECTION: N/S ALLEY (ONE-WAY SB)

E/W SANTA MONICA BOULEVARD (S)
15 MINUTE
(START TIME) AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL

TOTAL ENTRY
SUNDAY, MAY 12, 2019

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY
2:00 PM 5 0 0 0 0 5 2 0 0 0 0 2 7 0 0 0 0 7
2:15 PM 11 0 0 0 0 11 3 0 0 0 0 3 14 0 0 0 0 14
2:30 PM 8 0 0 0 0 8 3 0 0 0 0 3 11 0 0 0 0 11
2:45 PM 5 0 0 0 0 5 2 0 0 0 0 2 7 0 0 0 0 7
3:00 PM 2 0 0 0 0 2 2 0 0 0 0 2 4 0 0 0 0 4
3:15 PM 5 0 0 0 0 5 0 0 0 0 0 0 5 0 0 0 0 5
3:30 PM 5 0 0 0 0 5 1 0 0 0 0 1 6 0 0 0 0 6
3:45 PM 6 0 0 0 0 6 2 0 0 0 0 2 8 0 0 0 0 8
4:00 PM 9 0 0 0 0 9 4 0 0 0 0 4 13 0 0 0 0 13
4:15 PM 6 0 0 0 0 6 1 0 0 0 0 1 7 0 0 0 0 7
4:30 PM 5 0 0 0 0 5 3 0 0 0 0 3 8 0 0 0 0 8
4:45 PM 5 0 0 0 0 5 1 0 0 0 0 1 6 0 0 0 0 6
5:00 PM 3 0 0 0 0 3 1 0 0 0 0 1 4 0 0 0 0 4
5:15 PM 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 1
5:30 PM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
5:45 PM 4 0 0 0 0 4 3 0 0 0 0 3 7 0 0 0 0 7
6:00 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:30 PM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
6:45 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 PM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
7:30 PM 2 0 0 0 0 2 1 0 0 0 0 1 3 0 0 0 0 3
7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 PM 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 1
8:15 PM 2 0 0 0 0 2 1 0 0 0 0 1 3 0 0 0 0 3
8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 PM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
9:30 PM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:15 PM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:45 PM 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 1
11:00 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

TOTALS AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AM 18 0 0 0 0 18 9 1 0 0 0 10 27 1 0 0 0 28
MIDDAY 63 1 0 0 0 64 48 0 0 0 0 48 111 1 0 0 0 112
PM 98 0 0 0 0 98 34 0 0 0 0 34 132 0 0 0 0 132
DAILY 179 1 0 0 0 180 91 1 0 0 0 92 270 2 0 0 0 272

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY TOTAL ENTRY DATA PROVIDED BY:

NATIONAL DATA AND SURVEYING SERVICES
1535 S. LA CIENEGA BOULEVARD
LOS ANGELES, CALIFORNIA 90035
PH: (323) 782-0090
WWW.NDSDATA.COM
Sunday May 19, 2019

INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: HIRSCH/GREEN TRANSPORTATION CONSULTING, INC.

PROJECT: CHEVAL BLANC HOTEL - BEVERLY HILLS
DATE:

PERIOD: 24-HOUR
INTERSECTION: N/S ALLEY (ONE-WAY SB)

E/W SANTA MONICA BOULEVARD (S)
15 MINUTE
(START TIME) AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL 12:00 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
12:15 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 AM 0 0 0 0 0 0 2 0 0 0 0 2 2 0 0 0 0 2
4:45 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
5:00 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:00 AM 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 1
6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:45 AM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1
7:30 AM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
8:30 AM 4 0 0 0 0 4 1 0 0 0 0 1 5 0 0 0 0 5
8:45 AM 3 0 0 0 0 3 2 0 0 0 0 2 5 0 0 0 0 5
9:00 AM 2 0 0 0 0 2 0 1 0 0 0 1 2 1 0 0 0 3
9:15 AM 1 0 0 0 0 1 2 0 0 0 0 2 3 0 0 0 0 3
9:30 AM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
9:45 AM 4 0 0 0 0 4 2 0 0 0 0 2 6 0 0 0 0 6
10:00 AM 1 0 0 0 0 1 5 0 0 0 0 5 6 0 0 0 0 6
10:15 AM 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 1
10:30 AM 6 0 0 0 0 6 2 0 0 0 0 2 8 0 0 0 0 8
10:45 AM 7 0 0 0 0 7 3 0 0 0 0 3 10 0 0 0 0 10
11:00 AM 5 0 0 0 0 5 5 0 0 0 0 5 10 0 0 0 0 10
11:15 AM 9 0 0 0 0 9 4 0 0 0 0 4 13 0 0 0 0 13
11:30 AM 4 0 0 0 0 4 2 0 0 0 0 2 6 0 0 0 0 6
11:45 AM 9 0 0 0 0 9 4 0 0 0 0 4 13 0 0 0 0 13
12:00 PM 4 0 0 0 0 4 0 0 0 0 0 0 4 0 0 0 0 4
12:15 PM 3 0 0 0 0 3 2 0 0 0 0 2 5 0 0 0 0 5
12:30 PM 7 0 0 0 0 7 3 0 0 0 0 3 10 0 0 0 0 10
12:45 PM 4 0 0 0 0 4 0 0 0 0 0 0 4 0 0 0 0 4
1:00 PM 4 0 0 0 0 4 1 0 0 0 0 1 5 0 0 0 0 5
1:15 PM 3 0 0 0 0 3 1 0 0 0 0 1 4 0 0 0 0 4
1:30 PM 1 0 0 0 0 1 3 0 0 0 0 3 4 0 0 0 0 4
1:45 PM 5 0 0 0 0 5 2 0 0 0 0 2 7 0 0 0 0 7

TOTAL ENTRY
SUNDAY, MAY 19, 2019

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY
DATA PROVIDED BY:

NATIONAL DATA AND SURVEYING SERVICES
1535 S. LA CIENEGA BOULEVARD
LOS ANGELES, CALIFORNIA 90035
PH: (323) 782-0090
WWW.NDSDATA.COM

INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: HIRSCH/GREEN TRANSPORTATION CONSULTING, INC.

PROJECT: CHEVAL BLANC HOTEL - BEVERLY HILLS
DATE:

PERIOD: 24-HOUR
INTERSECTION: N/S ALLEY (ONE-WAY SB)

E/W SANTA MONICA BOULEVARD (S)
15 MINUTE
(START TIME) AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL

TOTAL ENTRY
SUNDAY, MAY 19, 2019

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY
2:00 PM 6 0 0 0 0 6 0 1 0 0 0 1 6 1 0 0 0 7
2:15 PM 5 1 0 0 0 6 0 0 0 0 0 0 5 1 0 0 0 6
2:30 PM 5 0 0 0 0 5 1 0 0 0 0 1 6 0 0 0 0 6
2:45 PM 9 0 0 0 0 9 1 0 0 0 0 1 10 0 0 0 0 10
3:00 PM 3 1 0 0 0 4 1 0 0 0 0 1 4 1 0 0 0 5
3:15 PM 6 0 0 0 0 6 3 0 0 0 0 3 9 0 0 0 0 9
3:30 PM 9 0 0 0 0 9 3 0 0 0 0 3 12 0 0 0 0 12
3:45 PM 6 0 0 0 0 6 2 0 0 0 0 2 8 0 0 0 0 8
4:00 PM 6 0 0 0 0 6 3 0 0 0 0 3 9 0 0 0 0 9
4:15 PM 2 0 0 0 0 2 1 0 0 0 0 1 3 0 0 0 0 3
4:30 PM 3 0 0 0 0 3 3 0 0 0 0 3 6 0 0 0 0 6
4:45 PM 3 0 0 0 0 3 0 0 0 0 0 0 3 0 0 0 0 3
5:00 PM 6 0 0 0 0 6 0 0 0 0 0 0 6 0 0 0 0 6
5:15 PM 2 0 0 0 0 2 1 0 0 0 0 1 3 0 0 0 0 3
5:30 PM 5 0 0 0 0 5 1 0 0 0 0 1 6 0 0 0 0 6
5:45 PM 2 0 0 0 0 2 1 0 0 0 0 1 3 0 0 0 0 3
6:00 PM 4 0 0 0 0 4 0 0 0 0 0 0 4 0 0 0 0 4
6:15 PM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
6:30 PM 1 0 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 2
6:45 PM 2 0 0 0 0 2 2 0 0 0 0 2 4 0 0 0 0 4
7:00 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
7:15 PM 4 0 0 0 0 4 1 0 0 0 0 1 5 0 0 0 0 5
7:30 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
7:45 PM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
8:00 PM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
8:15 PM 1 1 0 0 0 2 0 0 0 0 0 0 1 1 0 0 0 2
8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:45 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:15 PM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
10:30 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
10:45 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1
11:00 PM 2 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 2
11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:45 PM 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1

TOTALS AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AUTOS DELIVERY GARBAGE SEMI MC TOTAL AM 24 1 0 0 0 25 12 1 0 0 0 13 36 2 0 0 0 38
MIDDAY 72 0 0 0 0 72 38 0 0 0 0 38 110 0 0 0 0 110
PM 105 3 0 0 0 108 26 1 0 0 0 27 131 4 0 0 0 135
DAILY 201 4 0 0 0 205 76 2 0 0 0 78 277 6 0 0 0 283

EASTBOUND RIGHT TURN ENTRY WESTBOUND LEFT TURN ENTRY TOTAL ENTRY DATA PROVIDED BY:

NATIONAL DATA AND SURVEYING SERVICES
1535 S. LA CIENEGA BOULEVARD
LOS ANGELES, CALIFORNIA 90035
PH: (323) 782-0090
WWW.NDSDATA.COM

RELOCATED ALLEY VEHICULAR ACCESS TURNING MOVEMENT DIAGRAMS

UP DN UP

FOR REFERENCE
1' OFFSET FROM CURB
TYPICAL SINGLE-UNIT (SU-30) DELIVERY TRUCK

ALLEY ACCESS
++FIGNO ++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN CHEVAL BLANC HOTEL (BEVERLY HILLS) \ VEHICLE ACCESS (VER 15A) (12-23-2021) 12/23/2021 FOR REFERENCE - 1' OFFSET FROM PHYSICAL OBSTACLE

UP DN UP

FOR REFERENCE
1' OFFSET FROM CURB
TYPICAL SINGLE-UNIT (SU-40) DELIVERY TRUCK

ALLEY ACCESS
++FIGNO ++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN CHEVAL BLANC HOTEL (BEVERLY HILLS) \ VEHICLE ACCESS (VER 15A) (12-23-2021) 12/23/2021 FOR REFERENCE - 1' OFFSET FROM PHYSICAL OBSTACLE

UP DN UP

FOR REFERENCE
1' OFFSET FROM CURB
TYPICAL SEMI-TRAILER (WB-40) TRUCK

ALLEY ACCESS
++FIGNO ++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN CHEVAL BLANC HOTEL (BEVERLY HILLS) \ VEHICLE ACCESS (VER 15A) (12-23-2021) 12/23/2021 FOR REFERENCE - 1' OFFSET FROM PHYSICAL OBSTACLE

UP DN UP

FOR REFERENCE
1' OFFSET FROM CURB

TYPICAL GARBAGE TRUCK

ALLEY ACCESS
++FIGNO ++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN CHEVAL BLANC HOTEL (BEVERLY HILLS) \ VEHICLE ACCESS (VER 15A) (12-23-2021) 12/23/2021 FOR REFERENCE - 1' OFFSET FROM PHYSICAL OBSTACLE

UP DN UP

FOR REFERENCE
1' OFFSET FROM CURB

FIRE/SEARCH AND RESCUE APPARATUS

SIMILAR TO BEVERLY HILLS FIRE DEPARTMENT VEHICLE

ALLEY ACCESS
++FIGNO ++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN CHEVAL BLANC HOTEL (BEVERLY HILLS) \ VEHICLE ACCESS (VER 15A) (12-23-2021) 12/23/2021 FOR REFERENCE - 1' OFFSET FROM PHYSICAL OBSTACLE

UP DN UP

FOR REFERENCE
1' OFFSET FROM CURB

SMEAL AERIAL FIRE APPARATUS
(APPROXIMATELY 24" LONGER IN OVERALL LENGTH THAN BHFD USAR VEHICLE)

ALLEY ACCESS
++FIGNO ++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN CHEVAL BLANC HOTEL (BEVERLY HILLS) \ VEHICLE ACCESS (VER 15A) (12-23-2021) 12/23/2021 FOR REFERENCE - 1' OFFSET FROM PHYSICAL OBSTACLE

UP DN UP

FOR REFERENCE
1' OFFSET FROM CURB
++FIGNO ++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN FOR REFERENCE - 1' OFFSET FROM PHYSICAL OBSTACLE CHEVAL BLANC HOTEL (BEVERLY HILLS) \ VEHICLE ACCESS (VER 15A) (12-23-2021) 1/17/2022 BEVERLY HILLS 100' LADDER TILLER PIERCE ARROW VXL7010

ALLEY ACCESS

PROPOSED PROJECT LOADING BAY VEHICULAR ACCESS DIAGRAMS
UP FOR REFERENCE 1' OFFSET FROM CURB
TYPICAL SINGLE-UNIT (SU-30) DELIVERY TRUCK
LOADING BAY #1 (ENTRY)
++FIGNO
++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN 12/23/2021 CHEVAL BLANC BEVERY HILLS \ VEHICLE ACCESS (VER 15A) (12-23-2021)

FOR REFERENCE
- 1' OFFSET FROM PHYSICAL OBSTACLE
UP FOR REFERENCE 1' OFFSET FROM CURB
TYPICAL SINGLE-UNIT (SU-30) DELIVERY TRUCK
LOADING BAY #1 (EXIT)
++FIGNO
++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN 12/23/2021 CHEVAL BLANC BEVERY HILLS \ VEHICLE ACCESS (VER 15A) (12-23-2021)

FOR REFERENCE
- 1' OFFSET FROM PHYSICAL OBSTACLE
UP FOR REFERENCE 1' OFFSET FROM CURB
TYPICAL SINGLE-UNIT (SU-30) DELIVERY TRUCK
LOADING BAY #2 (ENTRY)
++FIGNO
++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN 12/23/2021 CHEVAL BLANC BEVERY HILLS \ VEHICLE ACCESS (VER 15A) (12-23-2021)

FOR REFERENCE
- 1' OFFSET FROM PHYSICAL OBSTACLE
UP FOR REFERENCE 1' OFFSET FROM CURB
TYPICAL SINGLE-UNIT (SU-30) DELIVERY TRUCK
LOADING BAY #2 (EXIT)
++FIGNO
++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN 12/23/2021 CHEVAL BLANC BEVERY HILLS \ VEHICLE ACCESS (VER 15A) (12-23-2021)

FOR REFERENCE
- 1' OFFSET FROM PHYSICAL OBSTACLE
UP FOR REFERENCE 1' OFFSET FROM CURB
TYPICAL SINGLE-UNIT (SU-40) DELIVERY TRUCK
LOADING BAY #2 (ENTRY)
++FIGNO
++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN 12/23/2021 CHEVAL BLANC BEVERY HILLS \ VEHICLE ACCESS (VER 15A) (12-23-2021)

FOR REFERENCE
- 1' OFFSET FROM PHYSICAL OBSTACLE
UP FOR REFERENCE 1' OFFSET FROM CURB
TYPICAL SINGLE-UNIT (SU-40) DELIVERY TRUCK
LOADING BAY #2 (EXIT)
++FIGNO
++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN 12/23/2021 CHEVAL BLANC BEVERY HILLS \ VEHICLE ACCESS (VER 15A) (12-23-2021)

FOR REFERENCE
- 1' OFFSET FROM PHYSICAL OBSTACLE
UP FOR REFERENCE 1' OFFSET FROM CURB
TYPICAL SINGLE-UNIT (SU-30) DELIVERY TRUCK
LOADING BAY #1 (ENTRY)
(WITH SU-40 OCCUPYING LOADING BAY #2)
++FIGNO
++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN 12/23/2021 CHEVAL BLANC BEVERY HILLS \ VEHICLE ACCESS (VER 15A) (12-23-2021)

FOR REFERENCE
- 1' OFFSET FROM PHYSICAL OBSTACLE
UP FOR REFERENCE 1' OFFSET FROM CURB
TYPICAL SINGLE-UNIT (SU-30) DELIVERY TRUCK
LOADING BAY #1 (EXIT)
(WITH SU-40 OCCUPYING LOADING BAY #2)
++FIGNO
++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN 12/23/2021 CHEVAL BLANC BEVERY HILLS \ VEHICLE ACCESS (VER 15A) (12-23-2021)

FOR REFERENCE
- 1' OFFSET FROM PHYSICAL OBSTACLE
Attachment 17
Applicant Letter Regarding
Reversed Alley Turn Sweeps
Dated 2.23.22
155966411.1
Deborah Elisabeth Quick
[email protected]
D. +1.415.344.7157
F. +1.415.344.7050
February 23, 2022

VIA EMAIL
Mr. Masa Alkire
Project Manager
City of Beverly Hills
455 N. Rexford Drive
Beverly Hills, CA 90210
Re: Cheval Blanc Beverly Hills Specific Plan Project
Dear Mr. Alkire:

Perkins Coie LLP, on behalf of our client Cheval Blanc (a division of LVMH Hospitality, also the “Applicant”), hereby provides an update regarding our ongoing conversations with Hermès Paris, Giorgio Armani Corporation, and Chanel, Inc., regarding the Cheval Blanc Specific Plan Project (the “Project”), as the Project is defined in the February 24, 2022 Planning Commission Report (the “February 24 Staff Report”), pursuant to the direction of the Planning Commission at the February 10, 2022 hearing.

This letter also provides responses to the revised conditions of approval for the Project included in the February 24 Staff Report.

1. Alley Relocation and Construction Management
Attached hereto as Exhibit A please find correspondence addressed to Gail Wheeler, Esq., of Hermès Paris (“Hermès”), Hank Rouda, Esq., of Giorgio Armani Corporation (“Armani”), and Maryann Lawrence, Esq., of Chanel, Inc. (“Chanel”), dated February 23, 2022.

The letter provides Cheval Blanc’s understanding of, and responses to Hermès’, Armani’s and Chanel’s proposal, presented to Cheval Blanc yesterday, for changes to the operation of the alley that currently runs parallel to North Rodeo Drive and North Beverly Drive and that vehicles enter off of South Santa Monica Boulevard and exit onto Brighton Way. The Project proposes to relocate that portion of the alley which currently bisects the Project site to an east-west orientation, so that vehicles would enter the alley off of North Beverly Drive and exit onto Brighton Way.

Hermès, Armani and Chanel propose to reverse the flow of the alley so that: 1) vehicles would enter the alley from Brighton Way and travel north, and then 2) turn right onto the relocated portion of the alley, continuing to the east and exiting the alley onto North Beverly Drive. Under their proposal, the alley would remain one-way.

Mr. Masa Alkire
February 23, 2022

155966411.1
Cheval Blanc has studied whether the reversal of flow proposal could be implemented without changes to the Project design. As explained in our attached letter, approval of the Project as currently designed would not preclude any application to the City that Hermès, Armani and/or Chanel might wish to make in the future requesting that the flow of traffic in the alley be reversed.

For the reasons explained in our letter, Cheval Blanc declines to incorporate the reversal of flow proposal into the Project.

In addition, our attached letter confirms our understanding that Hermès’, Armani’s and Chanel’s concerns regarding the Project are limited to: 1) pursuit of the reversal of flow proposal discussed above; and 2) their desire that a dedicated point of contact be available to address any issues that may arise during construction. The February 24 Staff Report includes the following proposed condition of approval 35:

The Developer shall designate a Construction Relations Officer. The Construction Relations Officer shall be directly accessible to the public by telephone in the event that the public has any concerns regarding the maintenance of the site or the project construction activities. The name and telephone number of the Construction Relations Officer shall be transmitted to the Director of Community Development Director and owners and occupants of properties located on the east side of the 400 block of North Rodeo Drive and the west side of the 400 block of North Beverly Drive. In addition, the Applicant shall post the name and telephone number of the Construction Relations Officer on the site in a location readily visible to the general public as approved by the Community Development Director and on the Project’s publicly accessible webpage. Said signs and website posting shall also include the name and number of a City contact from the Community Development Department. The Developer representative’s telephone number provided shall be manned during construction hours.

This condition of approval is acceptable to Cheval Blanc.

2. Draft Conditions of Approval in February 24 Staff Report.

Our letter to you of February 10, 2022, provided Cheval Blanc’s responses to the Conditions for Consideration included in the February 10 Staff Report. This letter provides Cheval Blanc’s responses to the revisions and additions to those Conditions for Consideration, now presented as draft conditions of approval.
(a) The edit to the draft condition of approval 12 is acceptable to Cheval Blanc.

Mr. Masa Alkire
February 23, 2022

155966411.1
(b) The edit to draft condition of approval 17 is acceptable to Cheval Blanc. (c) The edit to draft condition of approval 18 is acceptable to Cheval Blanc. (d) The edit to draft condition of approval 20 is acceptable to Cheval Blanc. (e) Draft condition of approval 24 provides that “[n]o loading for any use on the Project Site shall occur on North Rodeo Drive, South Santa Monica Boulevard, North Beverly Drive or in the alley adjacent to the Project.” We understand that, in response to concerns expressed by the Commission and commenters on the Project, staff has developed a proposal to provide a vehicle stopping area on North Beverly Drive, to the north of the entrance to the relocated alley. This area is proposed to provide a flexible passenger and deliveries loading area to accommodate transportation network companies (e.g., taxi, Uber, Lyft, etc.), allow for valet service during peak periods, and provide a van delivery option during non-peak hours. An edit to draft condition of approval 24 to allow for the staff proposal is acceptable to Cheval Blanc.
(f) Draft condition of approval 25 is acceptable to Cheval Blanc. (g) Draft condition of approval 29 is acceptable to Cheval Blanc. (h) Draft condition of approval 35, as noted above, is acceptable to Cheval Blanc.

Please let me know if you require anything else. We look forward to the February 24, 2022 hearing.

Sincerely,
Perkins Coie LLP
Deborah Elisabeth Quick
cc: Dennis Ferrazzano, Esq.

Attachment.

ATTACHMENT A
Letter to Gail Wheeler, Esq., of Hermès Paris,
Hank Rouda, Esq., of Giorgio Armani Corporation, and
Maryann Lawrence, Esq., of Chanel, Inc.
(February 23, 2022)
155963757.1
Deborah Elisabeth Quick
[email protected]
D. +1.415.344.7157
F. +1.415.344.7050
February 23, 2022

VIA E-MAIL
Gail Wheeler, Esq.

Vice President – General Counsel
Legal Department
Hermès Paris
55 East 59th Street
New York, NY 10022
Maryann Lawrence, Esq.

Managing Counsel
Chanel, Inc.

Legal Department USA
9 West 57th Street
New York, NY 10019
Hank Rouda, Esq.

General Counsel & Senior Vice President
Giorgio Armani Corporation
335 Madison Avenue
New York, NY 10017
Re: Cheval Blanc Beverly Hills Specific Plan Project - Alley Relocation and Construction Management
Dear Ms. Wheeler, Mr. Rouda and Ms. Lawrence:

Yesterday, February 22, 2022, Louise Firestone, General Counsel to LVMH North America, and I participated in a videoconference with you regarding the application of Cheval Blanc (a division of LVMH Hospitality), to the City of Beverly Hills (the “City”) for approval of the Cheval Blanc Beverly Hills Specific Plan Project (the “Project”), as defined in the February 10, 2022 Planning Commission Report (the “February 10 Staff Report”). Also participating in the videoconference were Ryan Kelly and Diana Skidmore of KOA Corporation (“KOA,” who are providing traffic engineering and consulting services to you), and Jill Wagner of Gruen Associates and Ron Hirsch of Hirsch/Green Transportation Consulting, Inc. (respectively, local architects and traffic engineers for the Project).

Perkins Coie LLP, on behalf of Cheval Blanc, hereby responds to a proposal you and KOA Corporation presented at yesterday’s meeting regarding changes to the operation of the alley that currently runs parallel to North Rodeo Drive and North Beverly Drive and that vehicles enter off of South Santa Monica Boulevard and exit onto Brighton Way. The Project proposes to relocate that portion of the alley which currently bisects the Project site to an east-west orientation, so that vehicles would enter the alley off of North Beverly Drive and exit onto Brighton Way. This letter also confirms our understanding of your current position on your other, remaining concern regarding the Project.

Gail Wheeler, Esq.

Hank Rouda, Esq.

Maryann Lawrence, Esq.

February 23, 2022

155963757.1

1. Proposal to reverse the flow of the alley.

Attached at Exhibit A hereto is a proposal, presented yesterday by KOA Corporation, to reverse the flow of the alley so that: 1) vehicles would enter the alley from Brighton Way and travel north, and then 2) turn right onto the relocated portion of the alley, continuing to the east and exiting the alley onto North Beverly Drive. Under this proposal, the alley would remain oneway.

Your proposal also includes recommendations to 1) increase the dimension of the public easement at the southeast corner of the junction between the north-south portion of the alley meets the east-west portion of the alley, and 2) widen the east-west portion of the ally by 5’.

Mr. Kelly stated, however, that these recommendations are not required in order to implement a reversal in the alley’s direction of travel, per KOA’s analysis.

With regard to your recommendations to increase the southeast corner clearance and widen the relocated alley, these proposals are inconsistent with the current structural column placement of the Project. We therefore studied whether we could revise our structural system. Unfortunately, the columns in this area of the Project are placed at their widest span. We then looked at whether we could add an additional set of columns; however, that would conflict with our ramping system. That conflict cannot be resolved, in turn, without triggering significant and potentially irreconcilable conflicts with building systems and functions throughout our three basement levels and our upper stories on the east wing of our building.

We then studied whether the alley flow could be reversed without implementing the increased corner clearance and widening of the relocated alley. Attached at Exhibit B are vehicle sweeps for all of the vehicle types observed to use the alley per the Hirsch/Green Transportation Alley Study dated January 18, 2022. These demonstrate that that it is theoretically possible to reverse the flow of the alley without changing the Project’s design. We can therefore assure you that approval of the Project as currently designed would not preclude any application to the City that you might wish to make in the future requesting that the flow of traffic in the alley be reversed.

Your separate, future application would of course be supported by your own consultants’ detailed analyses for City staff’s peer review, and the City’s consideration of that application would then proceed through the City’s normal review procedures, including providing notice to all of the landowners and tenants with whom you and Cheval Blanc share the alley. For those reasons, we decline to incorporate a request to reverse the flow of the alley into the Project.

Gail Wheeler, Esq.

Hank Rouda, Esq.

Maryann Lawrence, Esq.

February 23, 2022

155963757.1

2. Construction management.

Mr. Rouda stated in our meeting yesterday that your concerns regarding the Project are limited to: 1) pursuit of the reversal of flow proposal discussed above; and 2) desire that a dedicated point of contact be available to address any issues that may arise during construction. The City’s staff report for the February 24, 2022 hearing includes the following proposed condition of approval 35:

The Developer shall designate a Construction Relations Officer. The Construction Relations Officer shall be directly accessible to the public by telephone in the event that the public has any concerns regarding the maintenance of the site or the project construction activities. The name and telephone number of the Construction Relations Officer shall be transmitted to the Director of Community Development Director and owners and occupants of properties located on the east side of the 400 block of North Rodeo Drive and the west side of the 400 block of North Beverly Drive. In addition, the Applicant shall post the name and telephone number of the Construction Relations Officer on the site in a location readily visible to the general public as approved by the Community Development Director and on the Project’s publicly accessible webpage. Said signs and website posting shall also include the name and number of a City contact from the Community Development Department. The Developer representative’s telephone number provided shall be manned during construction hours.

This condition of approval is acceptable to Cheval Blanc, and I trust will allay your remaining concern.

Please do not hesitate to contact me with any questions.

Sincerely,
Perkins Coie LLP
Deborah Elisabeth Quick
cc: Louise Firestone, Esq.

Dennis Ferrazzano, Esq.

GIORGIO
ARMANI
HERMES N. RODEO DRIVE
S. SANTA MONICA BLVD.

BRIGHTON WAY
CHANEL
Cheval Blanc Inbound/Outbound Traffic Flow
Inbound/Outbound Traffic Flow for all other Alley Users LEGEND

RECOMMENDATION TO INCREASE

CORNER CLEARANCE

RECOMMENDATION TO WIDEN
ALLEY BY 5 FEET N. BEVERLY DRIVE

UP DN UP

FOR REFERENCE
1' OFFSET FROM CURB
++FIGNO ++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN FOR REFERENCE - 1' OFFSET FROM PHYSICAL OBSTACLE
BEVERLY HILLS 100' LADDER TILLER PIERCE ARROW VXL7010
ALLEY ACCESS CHEVAL BLANC HOTEL (BEVERLY HILLS) \ VEHICLE ACCESS (VER 18) (REVERSE) (2-22-2022) 2/22/2022

UP DN UP

FOR REFERENCE
1' OFFSET FROM CURB
++FIGNO ++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN FOR REFERENCE - 1' OFFSET FROM PHYSICAL OBSTACLE
BEVERLY HILLS 100' LADDER TILLER PIERCE ARROW VXL7010
ALLEY ACCESS CHEVAL BLANC HOTEL (BEVERLY HILLS) \ VEHICLE ACCESS (VER 18) (REVERSE) (2-22-2022) 2/22/2022

UP DN UP

FOR REFERENCE
1' OFFSET FROM CURB
++FIGNO ++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN FOR REFERENCE - 1' OFFSET FROM PHYSICAL OBSTACLE
BEVERLY HILLS 100' LADDER TILLER PIERCE ARROW VXL7010
ALLEY ACCESS CHEVAL BLANC HOTEL (BEVERLY HILLS) \ VEHICLE ACCESS (VER 18) (REVERSE) (2-22-2022) 2/22/2022 UP
DN
UP

FOR REFERENCE
1' OFFSET FROM CURB
++FIGNO
++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN

FOR REFERENCE
- 1' OFFSET FROM PHYSICAL OBSTACLE
BEVERLY HILLS 100' LADDER TILLER PIERCE ARROW VXL7010

ALLEY ACCESS
CHEVAL BLANC HOTEL (BEVERLY HILLS) \ VEHICLE ACCESS (VER 18) (REVERSE) (2-22-2022) 2/22/2022 (ALTERNATIVE 2 - REMOVAL/RELOCATION OF ALLEY LOADING ZONE SOUTH OF PROJECT SITE) UP
DN
UP

FOR REFERENCE
1' OFFSET FROM CURB
++FIGNO
++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN

FOR REFERENCE
- 1' OFFSET FROM PHYSICAL OBSTACLE
BEVERLY HILLS 100' LADDER TILLER PIERCE ARROW VXL7010

ALLEY ACCESS
CHEVAL BLANC HOTEL (BEVERLY HILLS) \ VEHICLE ACCESS (VER 18) (REVERSE) (2-22-2022) 2/22/2022 (ALTERNATIVE 2 - REMOVAL/RELOCATION OF ALLEY LOADING ZONE SOUTH OF PROJECT SITE) UP
DN
UP

FOR REFERENCE
1' OFFSET FROM CURB
++FIGNO
++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN

FOR REFERENCE
- 1' OFFSET FROM PHYSICAL OBSTACLE
BEVERLY HILLS 100' LADDER TILLER PIERCE ARROW VXL7010

ALLEY ACCESS
CHEVAL BLANC HOTEL (BEVERLY HILLS) \ VEHICLE ACCESS (VER 18) (REVERSE) (2-22-2022) 2/22/2022 (ALTERNATIVE 2 - REMOVAL/RELOCATION OF ALLEY LOADING ZONE SOUTH OF PROJECT SITE)

UP DN UP

FOR REFERENCE
1' OFFSET FROM CURB

FIRE/SEARCH AND RESCUE APPARATUS

SIMILAR TO BEVERLY HILLS FIRE DEPARTMENT VEHICLE

ALLEY ACCESS
++FIGNO ++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN FOR REFERENCE - 1' OFFSET FROM PHYSICAL OBSTACLE CHEVAL BLANC HOTEL (BEVERLY HILLS) \ VEHICLE ACCESS (VER 18) (REVERSE) (2-22-2022) 2/22/2022

UP DN UP

FOR REFERENCE
1' OFFSET FROM CURB

FIRE/SEARCH AND RESCUE APPARATUS

SIMILAR TO BEVERLY HILLS FIRE DEPARTMENT VEHICLE

ALLEY ACCESS
++FIGNO ++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN FOR REFERENCE - 1' OFFSET FROM PHYSICAL OBSTACLE CHEVAL BLANC HOTEL (BEVERLY HILLS) \ VEHICLE ACCESS (VER 18) (REVERSE) (2-22-2022) 2/22/2022

UP DN UP

FOR REFERENCE
1' OFFSET FROM CURB

FIRE/SEARCH AND RESCUE APPARATUS

SIMILAR TO BEVERLY HILLS FIRE DEPARTMENT VEHICLE

ALLEY ACCESS
++FIGNO ++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN FOR REFERENCE - 1' OFFSET FROM PHYSICAL OBSTACLE CHEVAL BLANC HOTEL (BEVERLY HILLS) \ VEHICLE ACCESS (VER 18) (REVERSE) (2-22-2022) 2/22/2022

UP DN UP

FOR REFERENCE
1' OFFSET FROM CURB

TYPICAL GARBAGE TRUCK

ALLEY ACCESS
++FIGNO ++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN FOR REFERENCE - 1' OFFSET FROM PHYSICAL OBSTACLE CHEVAL BLANC HOTEL (BEVERLY HILLS) \ VEHICLE ACCESS (VER 17) (2-18-2022) 2/18/2022

UP DN UP

FOR REFERENCE
1' OFFSET FROM CURB

TYPICAL GARBAGE TRUCK

ALLEY ACCESS
++FIGNO ++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN FOR REFERENCE - 1' OFFSET FROM PHYSICAL OBSTACLE CHEVAL BLANC HOTEL (BEVERLY HILLS) \ VEHICLE ACCESS (VER 17) (2-18-2022) 2/18/2022

UP DN UP

FOR REFERENCE
1' OFFSET FROM CURB

TYPICAL GARBAGE TRUCK

ALLEY ACCESS
++FIGNO ++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN FOR REFERENCE - 1' OFFSET FROM PHYSICAL OBSTACLE CHEVAL BLANC HOTEL (BEVERLY HILLS) \ VEHICLE ACCESS (VER 17) (2-18-2022) 2/18/2022 UP FOR REFERENCE 1' OFFSET FROM CURB

PASSENGER VEHICLE EXIT MANEUVER

FROM LOWER LEVEL
++FIGNO
++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN

FOR REFERENCE
- 1' OFFSET FROM PHYSICAL OBSTACLE 2/22/2022 CHEVAL BLANC BEVERY HILLS \ VEHICLE ACCESS (VER 18) (REVERSE) (2-22-2022) UP FOR REFERENCE 1' OFFSET FROM CURB

DELIVERY VAN EXIT MANEUVER

FROM LOWER LEVEL
++FIGNO
++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN

FOR REFERENCE
- 1' OFFSET FROM PHYSICAL OBSTACLE 2/22/2022 CHEVAL BLANC BEVERY HILLS \ VEHICLE ACCESS (VER 18) (REVERSE) (2-22-2022)

UP DN UP

FOR REFERENCE
1' OFFSET FROM CURB

SMEAL AERIAL FIRE APPARATUS
(APPROXIMATELY 24" LONGER IN OVERALL LENGTH THAN BHFD USAR VEHICLE)

ALLEY ACCESS
++FIGNO ++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN FOR REFERENCE - 1' OFFSET FROM PHYSICAL OBSTACLE CHEVAL BLANC HOTEL (BEVERLY HILLS) \ VEHICLE ACCESS (VER 18) (REVERSE) (2-22-2022) 2/222022

UP DN UP

FOR REFERENCE
1' OFFSET FROM CURB

SMEAL AERIAL FIRE APPARATUS
(APPROXIMATELY 24" LONGER IN OVERALL LENGTH THAN BHFD USAR VEHICLE)

ALLEY ACCESS
++FIGNO ++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN FOR REFERENCE - 1' OFFSET FROM PHYSICAL OBSTACLE CHEVAL BLANC HOTEL (BEVERLY HILLS) \ VEHICLE ACCESS (VER 18) (REVERSE) (2-22-2022) 2/222022

UP DN UP

FOR REFERENCE
1' OFFSET FROM CURB

SMEAL AERIAL FIRE APPARATUS
(APPROXIMATELY 24" LONGER IN OVERALL LENGTH THAN BHFD USAR VEHICLE)

ALLEY ACCESS
++FIGNO ++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN FOR REFERENCE - 1' OFFSET FROM PHYSICAL OBSTACLE CHEVAL BLANC HOTEL (BEVERLY HILLS) \ VEHICLE ACCESS (VER 18) (REVERSE) (2-22-2022) 2/222022 UP FOR REFERENCE 1' OFFSET FROM CURB
TYPICAL SINGLE-UNIT (SU-30) DELIVERY TRUCK
LOADING BAY #1 (ENTRY)
++FIGNO
++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN 2/22/2022 CHEVAL BLANC BEVERY HILLS \ VEHICLE ACCESS (VER 18) (REVERSE) (2-22-2022)

FOR REFERENCE
- 1' OFFSET FROM PHYSICAL OBSTACLE
UP FOR REFERENCE 1' OFFSET FROM CURB
TYPICAL SINGLE-UNIT (SU-30) DELIVERY TRUCK
LOADING BAY #1 (EXIT)
++FIGNO
++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN 2/22/2022 CHEVAL BLANC BEVERY HILLS \ VEHICLE ACCESS (VER 18) (REVERSE) (2-22-2022)

FOR REFERENCE
- 1' OFFSET FROM PHYSICAL OBSTACLE
UP FOR REFERENCE 1' OFFSET FROM CURB
TYPICAL SINGLE-UNIT (SU-30) DELIVERY TRUCK
LOADING BAY #1 (ENTRY)
(WITH SU-40 OCCUPYING LOADING BAY #2)
++FIGNO
++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN

FOR REFERENCE
- 1' OFFSET FROM PHYSICAL OBSTACLE 2/22/2022 CHEVAL BLANC BEVERY HILLS \ VEHICLE ACCESS (VER 18) (REVERSE) (2-22-2022) UP FOR REFERENCE 1' OFFSET FROM CURB
TYPICAL SINGLE-UNIT (SU-30) DELIVERY TRUCK
LOADING BAY #1 (EXIT)
(WITH SU-40 OCCUPYING LOADING BAY #2)
++FIGNO
++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN

FOR REFERENCE
- 1' OFFSET FROM PHYSICAL OBSTACLE 2/22/2022 CHEVAL BLANC BEVERY HILLS \ VEHICLE ACCESS (VER 18) (REVERSE) (2-22-2022) UP FOR REFERENCE 1' OFFSET FROM CURB
TYPICAL SINGLE-UNIT (SU-30) DELIVERY TRUCK
LOADING BAY #2 (ENTRY)
++FIGNO
++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN

FOR REFERENCE
- 1' OFFSET FROM PHYSICAL OBSTACLE 2/22/2022 CHEVAL BLANC BEVERY HILLS \ VEHICLE ACCESS (VER 18) (REVERSE) (2-22-2022) UP FOR REFERENCE 1' OFFSET FROM CURB
TYPICAL SINGLE-UNIT (SU-30) DELIVERY TRUCK
LOADING BAY #2 (EXIT)
++FIGNO
++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN

FOR REFERENCE
- 1' OFFSET FROM PHYSICAL OBSTACLE 2/22/2022 CHEVAL BLANC BEVERY HILLS \ VEHICLE ACCESS (VER 18) (REVERSE) (2-22-2022)

UP DN UP

FOR REFERENCE
1' OFFSET FROM CURB
TYPICAL SINGLE-UNIT (SU-30) DELIVERY TRUCK

ALLEY ACCESS
++FIGNO ++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN FOR REFERENCE - 1' OFFSET FROM PHYSICAL OBSTACLE CHEVAL BLANC HOTEL (BEVERLY HILLS) \ VEHICLE ACCESS (VER 18) (REVERSE) (2-22-2022) 2/22/2022

UP DN UP

FOR REFERENCE
1' OFFSET FROM CURB
TYPICAL SINGLE-UNIT (SU-30) DELIVERY TRUCK

ALLEY ACCESS
++FIGNO ++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN FOR REFERENCE - 1' OFFSET FROM PHYSICAL OBSTACLE CHEVAL BLANC HOTEL (BEVERLY HILLS) \ VEHICLE ACCESS (VER 18) (REVERSE) (2-22-2022) 2/22/2022

UP DN UP

FOR REFERENCE
1' OFFSET FROM CURB
TYPICAL SINGLE-UNIT (SU-30) DELIVERY TRUCK

ALLEY ACCESS
++FIGNO ++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN FOR REFERENCE - 1' OFFSET FROM PHYSICAL OBSTACLE CHEVAL BLANC HOTEL (BEVERLY HILLS) \ VEHICLE ACCESS (VER 18) (REVERSE) (2-22-2022) 2/22/2022 UP FOR REFERENCE 1' OFFSET FROM CURB
TYPICAL SINGLE-UNIT (SU-40) DELIVERY TRUCK
LOADING BAY #2 (ENTRY)
++FIGNO
++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN

FOR REFERENCE
- 1' OFFSET FROM PHYSICAL OBSTACLE 2/22/2022 CHEVAL BLANC BEVERY HILLS \ VEHICLE ACCESS (VER 18) (REVERSE) (2-22-2022) UP FOR REFERENCE 1' OFFSET FROM CURB
TYPICAL SINGLE-UNIT (SU-40) DELIVERY TRUCK
LOADING BAY #2 (EXIT)
++FIGNO
++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN

FOR REFERENCE
- 1' OFFSET FROM PHYSICAL OBSTACLE 2/22/2022 CHEVAL BLANC BEVERY HILLS \ VEHICLE ACCESS (VER 18) (REVERSE) (2-22-2022)

UP DN UP

FOR REFERENCE
1' OFFSET FROM CURB
TYPICAL SINGLE-UNIT (SU-40) DELIVERY TRUCK

ALLEY ACCESS
++FIGNO ++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN FOR REFERENCE - 1' OFFSET FROM PHYSICAL OBSTACLE CHEVAL BLANC HOTEL (BEVERLY HILLS) \ VEHICLE ACCESS (VER 18) (REVERSE) (2-22-2022) 2/22/2022

UP DN UP

FOR REFERENCE
1' OFFSET FROM CURB
TYPICAL SINGLE-UNIT (SU-40) DELIVERY TRUCK

ALLEY ACCESS
++FIGNO ++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN FOR REFERENCE - 1' OFFSET FROM PHYSICAL OBSTACLE CHEVAL BLANC HOTEL (BEVERLY HILLS) \ VEHICLE ACCESS (VER 18) (REVERSE) (2-22-2022) 2/22/2022

UP DN UP

FOR REFERENCE
1' OFFSET FROM CURB
TYPICAL SINGLE-UNIT (SU-40) DELIVERY TRUCK

ALLEY ACCESS
++FIGNO ++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN FOR REFERENCE - 1' OFFSET FROM PHYSICAL OBSTACLE CHEVAL BLANC HOTEL (BEVERLY HILLS) \ VEHICLE ACCESS (VER 18) (REVERSE) (2-22-2022) 2/22/2022

UP DN UP

FOR REFERENCE
1' OFFSET FROM CURB
TYPICAL SEMI-TRAILER (WB-40) TRUCK

ALLEY ACCESS
++FIGNO ++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN CHEVAL BLANC HOTEL (BEVERLY HILLS) \ VEHICLE ACCESS (VER 18) (REVERSE) (2-22-2022) 2/22/2022 FOR REFERENCE - 1' OFFSET FROM PHYSICAL OBSTACLE

UP DN UP

FOR REFERENCE
1' OFFSET FROM CURB
TYPICAL SEMI-TRAILER (WB-40) TRUCK

ALLEY ACCESS
++FIGNO ++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN CHEVAL BLANC HOTEL (BEVERLY HILLS) \ VEHICLE ACCESS (VER 18) (REVERSE) (2-22-2022) 2/22/2022 FOR REFERENCE - 1' OFFSET FROM PHYSICAL OBSTACLE

UP DN UP

FOR REFERENCE
1' OFFSET FROM CURB
TYPICAL SEMI-TRAILER (WB-40) TRUCK

ALLEY ACCESS
++FIGNO ++PAGENO
IRSCH
Hirsch/Green Transportation Consulting, Inc.

REEN CHEVAL BLANC HOTEL (BEVERLY HILLS) \ VEHICLE ACCESS (VER 18) (REVERSE) (2-22-2022) 2/22/2022 FOR REFERENCE - 1' OFFSET FROM PHYSICAL OBSTACLE Attachment 18
Streets Master Plan Sheet 53

Attachment 19
Kimley Horn Parking Demand Study
Dated 5.6.22

kimley-horn.com 660 South Figueroa Street, Suite 2050, Los Angeles, CA 90017 213 261 4040 156675960.14

TECHNICAL MEMORANDUM
To: Jill Wagner, Gruen Associates
From:

Matt Stewart, P.E.

Sri Chakravarthy, P.E. T.E.

Kimley-Horn and Associates, Inc.

Date: May 06, 2022
Subject: Parking Demand Analysis Study – Cheval Blanc Hotel in the City of Beverly Hills, CA Table of Contents
I. Introduction............................................................................................................................2 II. Parking Required by City Code ..............................................................................................2 III. Parking Demand Analysis ......................................................................................................8 IV. In-lieu Parking Study............................................................................................................ 12 V. Parking Demand for Events ................................................................................................. 14 Tables
Table 1 – City Code Parking Required (without parking credits).........................................................3 Table 2 – City Code Parking Required (with parking credits)..............................................................5 Table 3 – City Code Parking with parking credits and shared parking ................................................7 Table 4 – Beverly Hills Nearby Public Parking Structures................................................................. 12 Table 5 – Public Parking Inventory .................................................................................................. 12 Table 6: Observed Parking Occupancy for the Beverly Hills Public Parking Structures..................... 13 Appendices
Appendix A – Shared Parking Time-Of-Day Parking Demand Percentages Appendix B – City Code Shared Parking Time-Of-Day Parking Demand Appendix C – Hotel Drive-Rate Data
Appendix D – Restaurant Drive-Rate Data
Appendix E – ITE Internal Capture Worksheets
Appendix F – Transportation Study for West Hollywood Arts Club Appendix G – Transportation Study for One Beverly Hills Specific Plan Appendix H – ULI Shared Parking Time-Of-Day On-Site and Off-Site Parking Demand Appendix I – ULI Shared Parking Time-Of-Day Parking Demand for Retail Uses (On-Site and OffSite) Appendix J – ULI Shared Parking Time-Of-Day On-Site Parking Demand Appendix K – ULI Shared Parking Time-Of-Day Off-Site Parking Demand Appendix L – ULI Shared Parking Time-Of-Day Parking Demand for Events Appendix M – Beverly Hills Parking Structure Parking Occupancy Appendix N – In Lieu Parking Approvals List
AP EXHIBIT 1

kimley-horn.com 660 South Figueroa Street, Suite 2050, Los Angeles, CA 90017 213 261 4040 156675960.14
I. INTRODUCTION
Kimley-Horn and Associates, Inc. (“Kimley-Horn”) was contracted by Gruen Associates to prepare a parking demand analysis for the Cheval Blanc Hotel located at 468 North Rodeo Drive, Beverly Hills, CA.

The proposed project includes a 115-room hotel, three retail spaces totaling 24,976 SF, two indoor restaurant spaces totaling 12,382 SF
1 , one 2,500 SF outdoor restaurant space2, and an 8,198 SF member’s club. Additional appurtenant uses that are considered to be part of the hotel include the hotel lobbies, a spa, a fitness center, a pool, a central kitchen, employee facilities, and hallways.3 Appurtenant, private restaurant spaces totaling 10,212 SF4 will not be open to the public, but will be reserved for use by hotel guests, club members and their respective guests. Therefore, the parking demand for these appurtenant private dining uses is included within the hotel and the club ratios.

Projected parking demand for the project was calculated using the following two methodologies:

1. City Code Parking Requirement – Number of parking spaces required by the Beverly Hills City Code. The number of spaces required is calculated with no parking credits, with parking credits allowed by the City Code, and with time-of-day demand as recommended by Urban Land Institute’s Shared Parking, 3rd Edition.

2. Urban Land Institute Shared Parking Demand – An analysis of the number of spaces required by the project overall, accounting for a single shared parking supply that would accommodate all portions of the project and their unique time-of-day parking demands.

II. PARKING REQUIRED BY CITY CODE
The number of parking spaces required for the proposed elements of the Cheval Blanc Hotel project was calculated by referencing the Beverly Hills City Code. Section 10-3-2730 describes parking requirements for all developments in Beverly Hills while Section 10-3-2866 describe parking requirements for developments that include hotels. The Code sections below apply to portions of the Cheval Blanc Hotel project:
• 10-3-2730B
o “The aggregate amount of required parking space for each type of use shall not be less than the following:”
▪ “1. Hotels – 1 space per rentable room or unit”5
1 Two indoor restaurant spaces are comprised of: GF (5,666 SF) and L6 (6,716 SF). 2 Outdoor restaurant space is located on L6 (2,500 SF). 3 Hotel appurtenant uses such as lobbies, wellness (fitness center), spa, swimming pool and deck, central kitchen, employment facilities, office, corridors, and back of house are included in the hotel room ratio.
4 Private restaurant spaces are comprised of: L2 (2,419 SF), L7 indoor (5,533 SF), and L7 outdoor (2,260 SF).

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▪ “8. Open air dining on private property – Parking shall be provided as required for indoor dining pursuant to this section except that the planning commission may establish parking requirements for open air dining areas that are different than those set forth in this section if the planning commission determines that the open air dining area will generate a need for parking different than the amount of parking required by this section or the planning commission determines that parking demand will be met by means other than those means specified in this section”
▪ “9. Eating and bar facilities not governed by subsections B5 through B7 of this section – 1 space per 45 square feet of dining and bar floor area for the first 9,000 square feet of such area and 1 space per 65 square feet of dining and bar floor area in excess of 9,000 square feet. However, 25 percent of the spaces required to be provided for a building or structure by subsections B1 and B10 of this section may also be applied toward the requirements of this subsection”
• Note that per Ordinance 19-O-2296, parking for larger restaurants and bars has been reduced to the same as for smaller restaurants (1 space per 350 square feet)
▪ “10. Commercial uses not otherwise specified in this section – 1 space per 350 square feet of floor area”
• 10-3-2866A
o “On-site parking space for hotel guestrooms as required by subsection 10-3-2730B1 of this chapter;”
• 10-3-2866B
o “On-site parking for hotel restaurant and bar uses that are open to the public shall be provided as required by subsection 10-3-2730B9 of this chapter, except that the twenty five percent (25%) credit for parking set forth in that subsection shall not apply to a hotel restaurant or bar that is open to the public”
The City Code does not define a parking requirement for a member’s club. To calculate the required parking for the member’s club, the restaurant ratio was used for all member’s club floor area, including back of house. Table 1 below shows the parking requirement for the project with base parking requirement ratios.

Table 1 – City Code Parking Required (without parking credits) Use Unit Ratio Spaces Required (City Code)
Hotel4 115 rooms 1 space / rentable room 115.0
Hotel Restaurant/Bar1 9,216 SF 1 space / 350 SF floor area 26.3 Restaurant/Bar2 5,666 SF 1 space / 350 SF floor area 16.2 Retail 24,976 SF 1 space / 350 SF floor area 71.4
Member's Club3,4 8,198 SF 1 space / 350 SF floor area 23.4 Total 252.3
1 - Hotel Restaurant/Bar Includes 6,716 SF indoor dining and 2,500 SF outdoor dining on L6. 2 - Restaurant/Bar includes 5,666 SF of restaurant/bar on Ground Floor. 3 - Member's Club includes 3rd floor meeting rooms, a screening room, a bar, and lounge. 4 - The 2nd floor & 7th floor private dining spaces are not open to the public and are treated as appurtenant uses to the Hotel and Member’s Club uses.

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As shown in Table 1, the maximum number of parking spaces for the project required by City Code is 252.3.

City Code Parking Credits
The Beverly Hills City Code includes the following credits that may be applied to parking requirements:

Retail and Hotel Combination
Section 10-3-2866 of the Beverly Hills City Code notes that a portion of the parking furnished for the hotel use may be credited to the parking required for the retail use:
• 10-3-2866D
o “On-site parking for retail and other commercial uses as required by section 10-3-2730 of this chapter; provided, further:
▪ Fifty percent (50%) of the parking furnished under subsection A (hotel rooms at 1 space/rentable room) of this section may be credited to the parking requirements under this subsection;
▪ The parking requirements specified in this article include parking for any floor area used as an integral part of the designated use, and subsection 10-3- 2730B10 of this chapter shall not be applicable to such areas;” The number of parking spaces required for retail (71.4) would be reduced by half of the number of spaces required for the hotel (115). The retail parking requirement is credited by 57.5 spaces.

Therefore, a total of total of 13.9 parking spaces are required for the retail use.

Proximity to Transit and Shopping
Section 10-3-2866 of the Beverly Hills City Code notes that the number of parking spaces required may be reduced due to proximity to transit and a concentration of shopping around the site:
• 10-3-2866I
o “The number of parking spaces required by this section may be reduced by not more than fifteen percent (15%) where a finding is made in approval of the conditional use permit that; because of the location of the hotel; availability of public transportation; or proximity and concentration of shopping to the hotel site, the hotel use will not generate a need for the number of parking spaces designated by this section. The provisions of section 10-3-2730 of this chapter relative to the joint use of parking facilities where one use is primarily a daytime use and the other use is primarily a nighttime use shall not be applicable to the parking required by this article. (Ord. 84-O-1937, eff. 11-1-1984; amd. Ord. 87-0-2005, eff. 10-15-1987; Ord. 96-0-2256, eff. 4-5-1996; Ord. 98-O-2304, eff. 8-7-1998; Ord. 98-O-2306, eff. 9-11-1998)”
The Cheval Blanc Hotel will be located in an area with significant availability of public transportation.

Existing and future transit lines are noted below:
• Metro Rapid 704 (15-minute weekday headways and stops along Santa Monica Boulevard 600-800’ from hotel)
• Metro Lines 4, 14, 16, and 316

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• Metro D Line (Heavy Rail Line with station less than half mile from hotel. Under construction and to be complete prior to hotel opening)
Furthermore, the hotel will be located in an area with a significant concentration of shopping. The Beverly Hills Business Triangle has a significant number of internally captured trips. A 15% proximity to transit credit is applied to the hotel, hotel restaurant/bar, restaurant/bar, club and retail land uses.

Table 2 shows the number of parking spaces required for the project with the parking credits included.

Table 2 – City Code Parking Required (with parking credits) Use Unit Spaces Required
(City Code)
Hotel4 115 rooms 115.0
Hotel Restaurant/Bar1 9,216 SF 26.3
Restaurant/Bar2 5,666 SF 16.2
Retail 24,976 SF 71.4
Member's Club3,4 8,198 SF 23.4
Subtotal 252.3
Retail/Hotel Credit (50% of required hotel spaces) -57.5 Proximity to Transit Credit (15%)5-29.2
Subtotal of Parking Credits -86.7
Total 165.6
1 - Hotel Restaurant/Bar Includes 6,716 SF indoor dining and 2,500 SF outdoor dining on L6. 2 - Restaurant/Bar includes 5,666 SF of restaurant/bar on Ground Floor. 3 - Member's Club includes 3rd floor meeting rooms, a screening room, a bar, and lounge. 4 - The 2nd floor & 7th floor private dining spaces are not open to the public and are treated as appurtenant uses to the Hotel and Member’s Club uses.
5 – Transit credit applied to hotel, hotel restaurant/bar, restaurant/bar, club and retail land uses.

As shown in Table 2, the maximum parking required by the City code if all parts of the Cheval Blanc experienced peak demand concurrently would be 166 parking spaces.

Provisions for Employees
The Beverly Hills City Code specifies that a portion of required parking spaces must be reserved for hotel employees:
• 10-3-2866E
o “One-third (1/3) of the parking spaces required by subsection A of this section shall be used exclusively for hotel employee parking, and such spaces shall be subject to the following provisions:
▪ Such parking shall be furnished without charge to the employees;” Therefore, under the Code one third of the 115 parking spaces required for the hotel, or 39 parking spaces total, would be required to be reserved for hotel employees.

The City code does not require any proportion or number of parking spaces be reserved for retail or restaurant uses.

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Shared Parking
The Cheval Blanc Hotel project contains a mixture of uses that would be expected to generate peak parking demands at different times of the day. The proposed project parking garage will contain parking spaces that will be available for hotel and retail employees when needed. The remaining parking spaces would be shared among the hotel guests, restaurant guests and employees, VIP-VIC retail customers, and Club members.

A Shared Parking Analysis was conducted by using the time-of-day demand rates listed in Urban Land Institute’s Shared Parking, 3rd Edition, on the Beverly Hills City Code parking requirements.

An estimate of the number of hotel, hotel restaurant and retail parking spaces that would be used by visitors, customers, and employees is included in Table 3. The ratios for visitors to employees were developed by referencing the Urban Land Institute’s Shared Parking, 3rd Edition. Shared Parking notes the following relative demands:
• Hotel (Leisure) – 1 visitor parking space for every 0.15 employee parking spaces (weekday and weekend)
• Hotel Restaurant – 6.67 visitor parking spaces for every 1.2 employee parking spaces (weekday)
• Hotel Restaurant – 7.67 visitor parking spaces for every 1.33 employee parking spaces (weekend)
• Retail – 2.9 customer parking spaces for every 0.7 employee parking spaces (weekday) • Retail – 3.2 customer parking spaces for every 0.8 employee parking spaces (weekend) Shared Parking provides hourly demand percentages for visitors and employees for the project land uses. The weekday and weekend hourly demand percentages are included in Appendix A. The following land uses were used for the time-of-day analysis. • Retail (over 2,000 SF) – Customer and Employee
• Restaurant (Fine/Casual Dining) – Visitor and Employee • Hotel (Leisure) – Visitor and Employee
• Hotel Restaurant – Visitor and Employee
Shared Parking does not provide hourly parking demand data for member’s clubs. For this analysis, the time-of-day parking demand for the member’s Club was estimated based on data provided by Cheval Blanc.

Hourly parking demand was calculated for the project for typical weekday and weekend days using the ULI time-of-day parking demand rates. The time-of-day analysis shows that the peak parking demand would occur on weekend days and weekdays at 8 PM. A secondary peak would occur at 9 AM on weekend days and weekdays. The time-of-day parking demand for weekdays and weekends is included in Appendix B. Table 3 on the following page shows the peak parking demand at peak daytime (6 AM to 6 PM) and evening (6 PM to 12 AM) weekday and weekend periods.

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Table 3 – City Code Parking with parking credits and shared parking Use Unit
Spaces
Required
(with credits
applied)
Peak Weekday Demand Peak Weekend Demand
Daytime
(9 AM)
Evening
(8 PM)
Daytime
(9 AM)
Evening
(8 PM)
Hotel4
115
rooms

97.8 Visitor5 85.0 68.0 76.5 68.0 76.5
Employee5 12.8 12.8 2.6 12.8 2.6
Hotel Restaurant/Bar1
9,216 SF

22.4 Visitor6 19.0 1.9 13.3 1.9 13.4
Employee6 3.4 3.4 1.4 3.3 3.3
Restaurant/Bar2
5,666 SF

13.8 Visitor 11.8 11.8 11.8 11.8 11.8
Employee 2.0 2.0 2.0 1.9 1.9
Retail7
24,976 SF

11.8 Customer 9.5 3.3 6.2 4.7 6.1
Employee 2.3 1.0 2.1 1.8 1.8
Member's Club3,4 8,198 SF 19.9 19.9 17.9 19.9 17.9
Unreserved Parking Spaces
Unreserved Code 133.0 - - - -
Demand 149.5 107.9 129.7 110.1 129.4
Reserved Parking Spaces provided for Hotel Employees
Reserved Code 39.0 - - - -
Reserved Demand 16.2 16.2 3.9 16.2 5.9
Total Parking Spaces
Total 165.6 124.1 133.6 126.1 135.3
1 - Hotel Restaurant/Bar Includes 6,716 SF indoor dining and 2,500 SF outdoor dining on L6. 2 - Restaurant/Bar includes 5,666 SF of restaurant/bar on Ground Floor. 3 - Member's Club includes 3rd floor meeting rooms, a screening room, a bar, and lounge. 4 - The 2nd floor & 7th floor private dining spaces are not open to the public and are treated as appurtenant uses to the Hotel and Member’s Club uses.
5 - Per ULI rates, the average hotel parking demand rate is 87% visitors and 13% employees. 6 - Per ULI rates, the average hotel restaurant parking demand rate is 85% visitors and 15% employees. 7 - Per ULI rates, the average retail parking demand rate is 81% customers and 19% employees (weekday) and 80% customers and 20% employees (weekends).

Table 3 shows that from 6 AM to 6 PM on weekdays and weekends, the peak demand for hotel employee parking spaces would be accommodated by the proposed supply of parking spaces. The peak parking demand during the weekday before 6 PM is 16.2 for the hotel employee parking spaces and 107.9 for all other on-site parking spaces. The peak parking demand during the weekend before 6 PM is 16.2 for the hotel employee parking spaces and 110.1 for all other on-site parking spaces.

The Project proposes to provide thirty-three percent of the retail parking demand on-site for employees (24 spaces), in line with the City code requirement that thirty-three percent of hotel parking be provided for employees.

The ULI Shared Parking model shows that parking demand for hotel and retail employees typically decreases after 6 PM. The time-of-day model shows that hotel and retail employees would be expected to use a maximum of 8.4 parking spaces after 6 PM on weekdays and weekends. Therefore, it is

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recommended that a portion of the parking spaces provided for hotel and retail employees be opened to other users starting at 6 PM.

This analysis shows that the proposed supply of 172 parking spaces (on-site and off-site) will meet the projected peak demand for the project.

III. PARKING DEMAND ANALYSIS
The second method for calculating parking demand for the Cheval Blanc focuses entirely on the shared parking principles described in Shared Parking. Shared Parking provides base parking demand rates for a variety of land uses. The manual provides guidance for adjusting the drive ratio and capture rates for each land use, along with time-of-day distributions.

Base Parking Demand Rates
Base parking demand rates are provided by Shared Parking. The base parking demand rates are generated based on surveys of stand-alone sites where nearly 100% of visitors, customers, and employees drive to the site. Base parking demand rates for the following components of the Cheval Blanc are supplied by Shared Parking:
• Hotel
o Weekday – 1 (visitor) and 0.15 (employee)
o Weekend – 1 (visitor) and 0.15 (employee)
• Hotel Restaurant
o Weekday – 6.67 (visitor) and 1.2 (employee)
o Weekend – 7.67 (visitor) and 1.33 (employee)
• Restaurant
o Weekday – 13.25 (visitor) and 2.25 (employee)
o Weekend – 15.25 (visitor) and 2.50 (employee)
• Retail (over 2,000 ksf)
o Weekday – 2.9 (customer) and 0.7 (employee)
o Weekend – 3.2 (customer) and 0.8 (employee)
Drive Ratio Adjustment
Shared Parking notes that the drive ratio should be determined based on a survey of local conditions.

The following drive rates are estimated for each portion of the Cheval Blanc:
• Hotel-Leisure – 33.4%
o Based off a study of drive rates for luxury hotels in Beverly Hills between 2017 and 2019. Data included in Appendix C.
• Hotel Restaurant – 47% (weekday) and 40% (weekend)
o ULI Shared Parking recommend drive rates of 47% on weekdays and 40% on weekends for hotel restaurants in downtown locations with paid and/or valet parking. • Restaurant – 50%
o Drive-rate of 29.7% observed between 2017 and 2019 at three luxury stand-alone restaurants with no self-parking option in Beverly Hills and similar communities. To be conservative, the drive-rate was increased from 29.7% to 50% to account for potential that some visitors may self-park at off-site parking facilities. However, research shows

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that a negligible number of visitors to luxury restaurants self-park off-site. Data included in Appendix D.
• Retail – 75%
o Drive-rate of 84.1% for retail uses observed in 2016 at the Beverly Hills Cartier store6.

Data was collected on Saturday, May 16, Tuesday, May 17, and Saturday, May 21.

The Cartier store is similar to the types of retail stores that will be included with the Project. The drive-rate for the Project is estimated to be marginally more than 10% lower than the drive-rate observed in 2016 due to the increase in rideshare popularity and the increase in high quality transit near the Project site that has been built and will continue to be built prior to the Project opening. A drive-rate of 75% is proposed for the Project.
• Employees – 50%
o Drive-in rate for employees was estimated based on American Community Survey (ACS) data. The ACS data shows that 70% of service employees in Beverly Hills drive alone to work. Due to the project’s location near two high-density transit corridors (Santa Monica Boulevard and Wilshire Boulevard), it is likely that the drive rate for service employees for jobs near the Cheval Blanc would be lower than 70%. The Cheval Blanc will provide transit passes for hotel and club employees. Provision of transit passes to employees has been shown to reduce vehicle miles traveled (VMT) by employees by up to 20% (Source: Los Angeles Department of Transportation Vehicle Miles Traveled Calculator). The reduction of VMT is assumed to match a similar reduction in parking space demand. Therefore, the assumed drive-in rate for employees is 50%.

Captive Ratio Adjustments
For mixed-use developments, a portion of the trips generated by one land use would be “captured” by other land uses that are also part of the development. For Cheval Blanc, internal capture of trips is expected to occur between the hotel and the restaurant and retail. No additional parking demand would be generated by internal trips between the hotel and restaurant and retail land uses. A 20% captive rate is assumed for restaurant and retail. The 20% captive ratio is justified by the ITE internal capture estimator tool. Data from Cheval Blanc’s operation of its Paris hotel supports a 20% internal capture rate for the ground floor and 6th floor restaurants that are open to the public. LVMH Hotel Management (April 21, 2022). ITE Internal Capture worksheets are included in Appendix E.

Member’s Club
Parking demand for the member’s Club was estimated using two scenarios – A) using data from Cheval Blanc about how the Club is expected to be utilized; and B) using trip generation and parking demand analyses used in certified environmental documents for private membership or amenities clubs recently approved by the City of Beverly Hills and the City of West Hollywood. 6 370 North Rodeo Drive Project Trip Generation Analysis, RK Engineering Group, July 23, 2018.

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Scenario A
Parking demand for the membership club was estimated in consultation with Cheval Blanc about how the Club is expected to operate. LVMH Hotel Management (April 21, 2022). The Member’s Club consists of three areas on the 3rd Floor that will be dedicated for exclusive member’s use (the Club Lounge, Club Meeting Room, and Club Screening Room). Member’s will also have access to parts of the Cheval Blanc that are shared with hotel guests, including the Wellness Center and restaurants on the 2
nd
, and 7th floors. The Member’s Club will be limited to a maximum of 500 individual Club memberships. A parking demand rate of 0.06 parking spaces per member was developed based on forecast operations provided by Cheval Blanc. Furthermore, a drive-rate of 100% and average vehicle occupancy of 1 person per vehicle are assumed as a conservative analysis.

Scenario B
To verify projected Club parking demands, parking demand for a similar proposed membership club in West Hollywood was reviewed. The Arts Club West Hollywood Project was approved by the City of West Hollywood, and a Final Environmental Impact Report certified (SCH No. 2016041061, Arts Club FEIR), in 2018. It includes restaurants, lounges, private dining, guestrooms, a fitness/spa, and an outdoor pool and deck, with a maximum membership of 6,745. Errata to the Final Environmental Impact Report for the Arts Club Project (August 2018), 1. A transportation study for the West Hollywood Arts Club was prepared in September 2017. Arts Club West Holly Wood Draft Environmental Impact Report (2017) (Arts Club DEIR), Appendix H - Transportation Study for the Arts Club West Hollywood Project, Gibson Transportation Consulting, Inc. (September 2017) (Gibson) (attached as Appendix F to this Technical Memo). The study relied on parking demand data gathered at an existing Arts Club site in London that has been in operation since 1863. Gibson at 30; Arts Club DEIR at II-8. As stated in the Arts Club West Hollywood transportation study, “trips generated by the private member-only uses of the proposed Project were conservatively developed base on site-specific empirical data collected from membership attendance and employee requirements for Arts Club London and the unique operational characteristics of the Project (i.e., the Project’s land use components, membership levels, anticipated member/guest and employee arrival and departure patterns, events, and other programming, etc.).” Gibson at 30. Empirical data was gathered at the operating Arts Club London in February 2016; Appendix E to the Arts Club West Hollywood transportation study, Trip Generation and Parking Rate Development, includes the empirical data for member use (collected over 14 days in February 2016) and staffing levels for the operating Arts Club London. The parking demand rate for the Arts Club West Hollywood employees was adjusted from that based on the data from the London site’s operations based on anticipated higher staffing levels of the Arts Club West Hollywood and local parking demand in the West Hollywood area. The study forecast the following parking demand rates:
• Member demand: 0.019 spaces per member (weekday)
• Member demand: 0.032 spaces per member (weekend)
• Employee Demand: 0.023 spaces per member (weekday and weekend) Gibson, Table 6 at 36.

The City of Beverly Hills recently approve a private member club use as part of the One Beverly Hills Overlay Specific Plan project. That project includes a 250-member Amenity Access Program “would allow 250 non-residents/non-hotel guests to access the residential and hotel amenity spaces subject

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to guidelines, bylaws, and rules established for the [Amenities Access Program].” One Beverly Hills Overlay Specific Plan Draft Supplemental Environmental Impact Report (December 2020) (SCH No. 2020090048) (One Beverly Hills DEIR), 2-11 footnote 4. The Final Supplemental Environmental Impact Report for the One Beverly Hills Overlay Specific Plan project, certified by the City of Beverly Hills in 2021, used the private member club trip generation rate developed in the Arts Club West Hollywood transportation study and Arts Club FEIR. One Beverly Hills DEIR, Table 4.9-1, footnote 7 (“Amenity Access Program trip rate based on rates for members/guests and employees from Table 6, Transportation Study for the Arts Club West Hollywood Project.”); One Beverly Hills DEIR, Appendix G - One Beverly Hills Overlay Specific Plan Transportation Impact Report, Fehr & Peers (December 2020) (Fehr & Peers) (attached as Appendix G to this Technical Memo), 29. Thus, the City of Beverly Hills has adopted as appropriate the private member club trip generation and parking demand rate developed in the Arts Club Final EIR.

The parking demand for Cheval Blanc Club is anticipated to be similar to the West Hollywood Arts Club because they contain similar uses. Although the Cheval Blanc Club proposes to use hotel employees as staff for the Club, using the Arts Club parking demand rate calculates demand for members, their guests and employees based on the Arts Club and is thus a conservative estimate of Club parking demand.

Time of Day Shared Parking
Shared Parking principles indicate that the various portions of the Cheval Blanc would experience peak parking demand at different times of day. In general, retail tends to experience peak parking demands earlier in the day, while restaurant and hotel tends to experience peak parking demand later in the day.

The peak demand for on-site and off-site parking is projected to be between 151 (Scenario B) and 152 (Scenario A) vehicles. The parking demand for the Cheval Blanc for all times of day for Scenarios A and B is shown in Appendix H.

Retail Parking
The maximum parking demand for Cheval Blanc retail customers and employees is 58 parking spaces, as shown in Appendix I. The maximum retail parking demand occurs on a weekend at 12 PM and includes a demand of 48 spaces for customers and 10 spaces for employees.

Cheval Blanc proposes to provide a majority of the retail customer parking off-site via the City’s In-Lieu parking program. However, Cheval Blanc will provide 15 retail parking spaces on-site for VIP customers who will shop by appointment. The future tenants of the retail spaces have indicated they serve a maximum of 15 VIP retail customers at a single time.

It is assumed that the maximum retail VIP customer demand of 15 spaces coincides with the maximum retail non-VIP customer demand of 33 spaces. Therefore, the VIP customers make up approximately 31% of the total retail customer parking demand.

On-Site and Off-Site Parking
Parking demand for on-site and off-site was calculated by assuming that 31% of the retail customer demand would be for the on-site VIP parking spaces while the remaining 69% of retail customer parking demand would be for the off-site non-VIP parking spaces. The following VIP and non-VIP base parking rates were developed from the ULI retail base parking rate:
• Retail (ULI base rate) – 2.90 parking spaces (weekday) and 3.20 parking spaces (weekend)

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• Retail – VIP – 0.91 parking spaces (weekday) and 1.00 parking spaces (weekend) • Retail – non-VIP – 1.99 parking spaces (weekday) and 2.20 parking spaces (weekend) Based on the shared time-of-day distribution of parking demand, the peak demand for on-site parking is projected to be between 130 (Scenario B) and 135 (Scenario A) vehicles, depending on which parking demand rate and time-of-day distribution is used to estimate the parking demand for the private membership Club. The on-site parking demand for the Cheval Blanc for all times of day for Scenarios A and B is shown in Appendix J.

The peak demand for off-site parking is projected to be 33 vehicles. The off-site parking demand for the Cheval Blanc non-VIP retail customers for all times of day is shown in Appendix K.

The Cheval Blanc proposes to include 139 on-site parking spaces and 33 off-site in-lieu parking spaces.

Based on the forecast peak parking demand, the projected demand would be accommodated by the proposed supply of 172 spaces.

IV. IN-LIEU PARKING STUDY
To participate in the In Lieu Parking Study program, potential applicants must demonstrate sufficient existing parking supply in City-owned parking structures within 750 feet of the Project site. For the Project, there are five (5) City-owned public parking structures located within 750 feet of the Project site. The City-owned parking structures to be studied were presented to the City and confirmed by City staff on April 13, 2022. The five study parking structures are summarized in Table 4.

Table 4 – Beverly Hills Study Public Parking Structures Parking Structure Address
3 9510 Brighton Way
4 440 North Camden Drive
13 SM-1
14 SM-2
15 485 North Camden Drive
Inventory of the parking supply at the five nearby parking structures was conducted in 2021 and 2022.

The parking stall inventory for each of these parking structures are tabulated in Table 5. The cumulative existing inventory for the five nearby City owned parking structures is 772 parking stalls.

Table 5 – Public Parking Inventory
Parking
Lot # Stalls
3 240
4 345
13 70
14 70
15 47
Total 772

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In-lieu Parking Study Occupancy
Parking occupancy for the five parking garages was determined based on data collected at various times for weekdays and weekend days in 2021 and 2022. The data shows the demand for a typical weekday and weekend, respectively.

Shops on Rodeo Drive are typically open from 10:00 AM to 6:00 PM on Monday to Saturday and from 12:00 PM to 5:00 PM on Sundays. Other land uses like hotels and restaurants are open later. Hence, parking occupancy data was collected manually every hour from 9:00 AM to 9:00 PM on a weekday and Saturday. It is noted that observation of peak parking demand is the primary objective of a parking occupancy survey; peak parking hours do not occur between 9:00 PM and 9:00 AM. Therefore, data was collected from 9:00 AM to 9:00 PM to determine the peak parking accumulation.

Table 6: Observed Parking Occupancy for the Studied Beverly Hills Public Parking Structures Time of
Day
Weekday Weekend
Stalls Percentage Stalls Percentage
9:00 AM 123 16% 111 14%
10:00 AM 224 29% 202 26%
11:00 AM 284 37% 271 35%
12:00 PM 329 43% 317 41%
1:00 PM 351 45% 326 42%
2:00 PM 348 45% 349 45%
3:00 PM 355 46% 375 49%
4:00 PM 310 40% 344 45%
5:00 PM 277 36% 307 40%
6:00 PM 176 23% 208 27%
7:00 PM 107 14% 127 16%
8:00 PM 85 11% 104 13%
9:00 PM 65 8% 84 11%
Note: Shaded - Peak parking occupancy.

As shown in Table 6, during the weekday, the peak occupancy occurs at 3:00 P.M. with 46 percent of the total parking stalls in the five studied garages occupied. On a regular weekend, the peak parking demand at these garages is at 3:00 P.M. with 49 percent of the parking stalls occupied.

The surplus of parking stalls in the studied City public parking structures is 397 stalls. According to the City, there are a total of 83 approved but non-operational in-lieu spaces. Therefore, the surplus of available in-lieu parking stalls may be as low as 314 stalls.

Nonetheless, the available parking storage (314) exceeds the number of stalls required to be provided by the Project (33).

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V. PARKING DEMAND FOR EVENTS
The Cheval Blanc proposes to hold events that would generate different parking demands compared to typical conditions. Three types of events are analyzed in this parking demand analysis. • Event Type A
o The Cheval Blanc will hold events in the 6th and/or 7 th floor restaurants up to 6 times
per year. These events would be open exclusively to Club members, hotel patrons and their respective guests, with total attendance capped at 150. During these events, the 6 th and/or 7th floor restaurant would not be available for normal use and would therefore not generate its typical parking demand.
• Event Type B
o The Cheval Blanc will hold events in the Penthouse up to 6 times per year with attendance capped at 75. During these events, all other parts of the Cheval Blanc would be available for typical use.
• Event Type C
o The Cheval Blanc will hold weekly events for Club members and their guests in the 3rd floor Club Lounge and Screening Room, or in portions of the 2nd, 6th or 7th floor restaurants, with attendance capped at 50.

Event Parking Demand
Cheval Blanc event parking demand was calculated for a scenario where Event Types A, B, and C are held concurrently. In this scenario, the 6th and 7th floor indoor and outdoor restaurant spaces would not be open to non-event attendees and would not generate additional parking demand. Similarly, the 3rd Floor members Club spaces would not be open to members not attending the special event.

For event parking demand, a drive-in rate of 100% and an average vehicle occupancy (AVO) of 2 people per car is assumed. Data from National Household Travel Survey and Federal Highway Administration (FHWA) Managing Travel for Planned Special Events show that AVO for events typically range from 2.1 to 3.1.

To be conservative, event parking demand is analyzed for an event occurring when parking demand for other parts of the Cheval Blanc are at a peak. Event parking demand is analyzed with a consistent parking demand throughout the day. The parking demand for event attendees would be 138 vehicles (75 for Event Type A, 38 for Event Type B, and 25 for Event Type C).

Peak parking demand is projected to occur at 8 PM on weekdays and at 8 PM on weekend days. The peak parking demand would be 218 parking spaces. Parking demand for the Cheval Blanc during events is shown in Appendix L.

To accommodate the additional parking demand which may occur during events, the Cheval Blanc would implement a valet service plan. The Valet Service Plan Memorandum shows that the Cheval Blanc could accommodate up to 218 parking spaces. Therefore, the projected parking demand during events could be accommodated by on-site parking.
kimley-horn.com 660 South Figueroa Street, Suite 2050, Los Angeles, CA 90017 213 261 4040 156675960.14
Appendix A – Shared Parking Time-Of-Day Parking Demand Percentages Land Use Type
6:00 A
M
7:00 A
M
8:00 A
M
9:00 A
M
10:00 A
M
11:00 A
M
12:00 PM
1:00 PM2:00 PM3:00 PM4:00 PM5:00 PM6:00 PM7:00 PM8:00 PM9:00 PM 10:00 PM11:00 PM12:00 A
M
Hotel - Leisure4 Visitors 95% 95% 90% 80% 70% 70% 65% 65% 70% 70% 75% 80% 85% 85% 90% 95% 95% 100% 100% Employees 10% 30% 100% 100% 100% 100% 100% 100% 100% 100% 70% 70% 40% 20% 20% 20% 20% 10% 5% Hotel Restaurant1 Visitor 0% 10% 30% 10% 10% 5% 100% 100% 33% 10% 10% 30% 55% 60% 70% 67% 60% 40% 30% Employee 10% 10% 60% 100% 100% 100% 100% 100% 100% 100% 100% 100% 60% 40% 40% 20% 0% 0% 0% Fine/Casual Dining2,5 Visitors 75% 100% 100% 100% 100% 40% 75% 75% 65% 40% 50% 75% 95% 100% 100% 100% 95% 75% 25% Employees 100% 100% 100% 100% 100% 90% 90% 90% 90% 75% 75% 100% 100% 100% 100% 100% 100% 85% 35% Retail Visitors 1% 5% 15% 35% 60% 75% 100% 100% 95% 85% 85% 85% 90% 80% 65% 45% 15% 5% 0% Employees 10% 15% 25% 45% 75% 95% 100% 100% 100% 100% 100% 100% 100% 100% 90% 60% 40% 20% 0% Member's Club3
Visitors 10% 27% 40% 100% 67% 40% 30% 20% 30% 10% 10% 0% 60% 70% 90% 60% 40% 10% 10% Land Use Type
6:00 A
M
7:00 A
M
8:00 A
M
9:00 A
M
10:00 A
M
11:00 A
M
12:00 PM
1:00 PM2:00 PM3:00 PM4:00 PM5:00 PM6:00 PM7:00 PM8:00 PM9:00 PM 10:00 PM11:00 PM12:00 A
M
Hotel - Leisure4 Visitors 95% 95% 90% 80% 70% 70% 65% 65% 70% 70% 75% 80% 85% 85% 90% 95% 95% 100% 100% Employees 10% 30% 100% 100% 100% 100% 100% 100% 100% 100% 70% 70% 40% 20% 20% 20% 20% 10% 5% Hotel Restaurant1 Visitor 0% 10% 30% 10% 10% 5% 100% 100% 33% 10% 10% 30% 55% 60% 70% 67% 60% 40% 30% Employee 10% 10% 60% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 60% 10% 10% Fine/Casual Dining2,5 Visitors 75% 100% 100% 100% 100% 50% 50% 55% 45% 45% 45% 60% 90% 95% 100% 90% 90% 90% 50% Employees 100% 100% 100% 100% 100% 75% 75% 75% 75% 75% 75% 100% 100% 100% 100% 100% 100% 85% 50% Retail Visitors 1% 5% 30% 50% 70% 90% 95% 100% 100% 95% 90% 80% 75% 70% 65% 50% 30% 10% 0% Employees 10% 15% 40% 75% 85% 95% 100% 100% 100% 100% 100% 95% 85% 80% 75% 65% 45% 15% 0% Member's Club3,4 Visitors 10% 27% 40% 100% 67% 40% 30% 20% 30% 10% 10% 0% 60% 70% 90% 60% 40% 10% 10% Weekend - Time-of-Day Parking Demand
Weekday - Time-of-Day Parking Demand
1 - Hotel Restaurant Includes 6,716 SF indoor dining and 2,500 SF outdoor dining on L6 2 - Fine/Casual Dining includes 5,666 SF of restaurant/bar on Ground Floor 3 - Member's Club includes 3rd floor meeting rooms, a screening room, a bar, and lounge. Members Club time-of-day percentages based on anticipated operations provided by Cheval Blanc 4 - Hotel & Member's Club includes 2nd floor & 7th floor restaurants not open to the public 5 - Time of-day rates for Fine/Casual Dining based on ULI rates for 11 AM to 12 AM. Since ULI does not forecast fine/casual dining operation from 6 AM to 10 AM, percentages for visitors and employees were increased from ULI percentages based on Cheval Blanc forecast operations for breakfast service. kimley-horn.com 660 South Figueroa Street, Suite 2050, Los Angeles, CA 90017 213 261 4040 156675960.12
Appendix B – City Code Shared Parking Time-Of-Day Parking Demand Use Unit Unit Ratio
Spaces
Required
(no credits)
Credit A
(Hotel/Retail
credit)
Spaces Required
(with Credit A)
Credit B
(Transit
Credit)
Spaces Required
(with Credits A &
B) 6:00 A
M
7:00 A
M
8:00 A
M
9:00 A
M
10:00 A
M
11:00 A
M
12:00 PM
1:00 PM2:00 PM3:00 PM4:00 PM5:00 PM6:00 PM7:00 PM8:00 PM9:00 PM 10:00 PM11:00 PM12:00 A
M
Hotel 4 115 115.0 0.0 115.0 -17.3 97.8
Visitor5 115 100.0 0.0 100.0 -15.0 85.0 80.8 80.8 76.5 68.0 59.5 59.5 55.3 55.3 59.5 59.5 63.8 68.0 72.3 72.3 76.5 80.8 80.8 85.0 85.0 Employee5 115 15.0 0.0 15.0 -2.3 12.8 1.3 3.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 8.9 8.9 5.1 2.6 2.6 2.6 2.6 1.3 0.6 Hotel Restaurant/Bar 1 9216 26.3 0.0 26.3 -3.9 22.4
Visitor6 9216 22.3 0.0 22.3 -3.3 19.0 0.0 1.9 5.7 1.9 1.9 0.9 19.0 19.0 6.3 1.9 1.9 5.7 10.4 11.4 13.3 12.7 11.4 7.6 5.7 Employee6 9216 4.0 0.0 4.0 -0.6 3.4 0.3 0.3 2.0 3.4 3.4 3.4 3.4 3.4 3.4 3.4 3.4 3.4 2.0 1.4 1.4 0.7 0.0 0.0 0.0 Restaurant/Bar2 5666 16.2 0.0 16.2 -2.4 13.8
Visitor 5666 13.8 0.0 13.8 -2.1 11.8 8.8 11.8 11.8 11.8 11.8 4.7 8.8 8.8 7.6 4.7 5.9 8.8 11.2 11.8 11.8 11.8 11.2 8.8 2.9 Employee 5666 2.3 0.0 2.3 -0.4 2.0 2.0 2.0 2.0 2.0 2.0 1.8 1.8 1.8 1.8 1.5 1.5 2.0 2.0 2.0 2.0 2.0 2.0 1.7 0.7 Retail7 24976 71.4 -57.5 13.9 -2.1 11.8
Visitor 24976 57.5 -46.3 11.2 -1.7 9.5 0.1 0.5 1.4 3.3 5.7 7.1 9.5 9.5 9.0 8.1 8.1 8.1 8.5 7.6 6.2 4.3 1.4 0.5 0.0 Employee 24976 13.9 -11.2 2.7 -0.4 2.3 0.2 0.3 0.6 1.0 1.7 2.2 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.1 1.4 0.9 0.5 0.0 Member's Club3,4 7,001 SF 7001 1 space / 350 SF floor area 20.0 0.0 20.0 0.0 20.0 2.0 5.3 8.0 20.0 13.3 8.0 6.0 4.0 6.0 2.0 2.0 0.0 12.0 14.0 18.0 12.0 8.0 2.0 2.0 133.0 133.0 133.0 133.0 133.0 133.0 133.0 133.0 133.0 133.0 133.0 133.0 133.0 133.0 133.0 133.0 133.0 133.0 133.0

93.9 102.6 105.9 108.0 95.9 84.2 102.6 100.6 92.5 80.0 85.4 94.9 118.7 121.3 129.8 124.9 115.6 106.0 96.3

39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0

1.6 4.2 14.8 16.2 16.2 16.2 16.2 16.2 16.2 16.2 12.3 12.3 7.1 3.9 3.9 3.2 2.6 1.3 0.6

95.5 106.7 120.7 124.2 112.1 100.4 118.8 116.8 108.7 96.1 97.7 107.2 125.8 125.2 133.7 128.1 118.2 107.3 97.0 Use Unit Unit Ratio
Spaces
Required
(no credits)
Credit A
(Hotel/Retail
credit)
Spaces Required
(with Credit A)
Credit B
(Transit
Credit)
Spaces Required
(with Credits A &
B) 6:00 A
M
7:00 A
M
8:00 A
M
9:00 A
M
10:00 A
M
11:00 A
M
12:00 PM
1:00 PM2:00 PM3:00 PM4:00 PM5:00 PM6:00 PM7:00 PM8:00 PM9:00 PM 10:00 PM11:00 PM12:00 A
M
Hotel 4 115 115.0 0.0 115.0 -17.3 97.8
Visitor5 115 100.0 0.0 100.0 -15.0 85.0 80.8 80.8 76.5 68.0 59.5 59.5 55.3 55.3 59.5 59.5 63.8 68.0 72.3 72.3 76.5 80.8 80.8 85.0 85 Employee5 115 15.0 0.0 15.0 -2.3 12.8 1.3 3.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 8.9 8.9 5.1 2.6 2.6 2.6 2.6 1.3 1 Hotel Restaurant/Bar 1 9216 26.3 0.0 26.3 -3.9 22.4
Visitor6 9216 22.3 0.0 22.3 -3.3 19.0 0.0 1.9 5.7 1.9 1.9 1.0 19.1 19.1 6.3 1.9 1.9 5.7 10.5 11.4 13.4 12.8 11.4 7.6 6 Employee6 9216 4.0 0.0 4.0 -0.6 3.4 0.3 0.3 2.0 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 2.0 0.3 0 Restaurant/Bar2 5666 16.2 0.0 16.2 -2.4 13.8
Visitor 5666 13.9 0.0 13.9 -2.1 11.8 8.9 11.8 11.8 11.8 11.8 1.8 5.9 6.5 5.3 5.3 5.3 7.1 10.6 11.2 11.8 10.6 10.6 10.6 6 Employee 5666 2.3 0.0 2.3 -0.3 1.9 1.9 1.9 1.9 1.9 1.9 1.5 1.5 1.5 1.5 1.5 1.5 1.9 1.9 1.9 1.9 1.9 1.9 1.6 1 Retail7 24976 71.4 -57.5 13.9 -2.1 11.8
Visitor 24976 57.1 -46.0 11.1 -1.7 9.4 0.1 0.5 2.8 4.7 6.6 8.5 9.0 9.4 9.4 9.0 8.5 7.5 7.1 6.6 6.1 4.7 2.8 0.9 0 Employee 24976 14.3 -11.5 2.8 -0.4 2.4 0.2 0.4 0.9 1.8 2.0 2.2 2.4 2.4 2.4 2.4 2.4 2.2 2.0 1.9 1.8 1.5 1.1 0.4 0 Member's Club3,4 7,001 SF 7001 1 space / 350 SF floor area 20.0 0.0 20.0 0.0 20.0 2.0 5.3 8.0 20.0 13.3 8.0 6.0 4.0 6.0 2.0 2.0 0.0 12.0 14.0 18.0 12.0 8.0 2.0 2.0 133.0 133.0 133.0 133.0 133.0 133.0 133.0 133.0 133.0 133.0 133.0 133.0 133.0 133.0 133.0 133.0 133.0 133.0 133.0

93.9 102.6 107.8 110.2 97.1 82.4 99.0 98.1 90.3 81.5 85.3 92.5 116.4 119.3 129.5 124.4 116.7 108.2 99.6

39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0

1.6 4.2 14.7 16.1 16.1 16.1 16.1 16.1 16.1 16.1 12.2 12.2 8.4 5.9 5.9 5.9 4.5 1.6 1.0

95.5 106.7 122.5 126.2 113.2 98.5 115.1 114.1 106.4 97.5 97.5 104.8 124.8 125.2 135.4 130.2 121.2 109.8 100.6 Shared Parking Demand (Weekday)
115 rooms 1 space / rentable room
9,216 SF 1 space / 350 SF floor
area
Reserved Demand
1 - Hotel Restaurant/Bar Includes 6,716 SF indoor dining and 2,500 SF outdoor dining on L6 2 - Restaurant/Bar includes 5,666 SF of restaurant/bar on Ground Floor 3 - Member's Club includes 3rd floor meeting rooms, a screening room, a bar, and lounge 4 - Hotel & Member's Club includes 2nd floor & 7th floor restaurants not open to the public 5 - Per ULI rates, the average hotel parking demand rate is 87% visitors and 13% employees 6 - Per ULI rates, the average hotel restaurant parking demand rate is 85% visitors and 15% employees 7 - Per ULI rates, the average retail parking demand rate is 81% visitors and 19% employees (weekday) and 80% visitors and 20% employees (weekend) Shared Parking Demand (Weekend)
Total Parking Spaces
Total
Reserved Code
5,666 SF 1 space / 350 SF floor area
24,976 SF 1 space / 350 SF floor area
Unreserved Parking Spaces
Unreserved Code
Demand
Reserved Parking Spaces provided for Hotel Employees
Unreserved Code
9,216 SF 1 space / 350 SF floor
area
5,666 SF 1 space / 350 SF floor area
24,976 SF 1 space / 350 SF floor area
Unreserved Parking Spaces
Demand
Reserved Parking Spaces provided for Hotel Employees
Reserved Code
Reserved Demand
Total Parking Spaces
Total
115 rooms 1 space / rentable room
kimley-horn.com 660 South Figueroa Street, Suite 2050, Los Angeles, CA 90017 213 261 4040 156675960.12
Appendix C – Hotel Drive-Rate Data
Cheval Blanc
Beverly Hills Luxury Hotel Parking Analysis
(March 10, 2020)
LAZ Parking, founded in 1981, operates hundreds of thousands of parking spaces from offices across the county and maintains data to manage its valet operations. LAZ Parking has developed tools to capture and analyze data on parked cars, hotel occupancies, and drive-in rates as follows:

Empirical Data for Beverly Hills and Vicinity
The 3-year trend of hotel occupancies at Beverly Hills Luxury hotels from 2017 -2019 is 82%, 77%, and 76% respectively.
3 Year Trend of Hotel Occupancies
3 Year Trend of Luxury Hotel Overnight Drive-In Rates
The 3-year trend of overnight drive in rates is 32.5%, 33.6% and 34.2% Hotel overnight drive in rates are derived by calculating the number of occupied rooms based on hotel occupancy and comparing that with the number of overnight cars parked based on market data from LAZ Parking.

For example, a 100-room hotel at 100% occupancy results in 100 rooms nights. Based on the market data over the past 3 years the average drive in rate on overnight cars is 33.4%. 100 room nights at 33.4% drive in rate would result in 33 cars on average per night. Required guest parking can then be calculated using the following formula:

33.4% x number of guest rooms = required Hotel Guest Parking Cheval Blanc at 115 rooms and 100% occupancy would exhibit a parking demand of approximately 38.4 guest parking spaces.

Total Overnight Cars vs. Transient Cars
Beverly Hills Luxury Hotels ‘18 and ‘19
LAZ Parking data indicates that transient visitor cars make up 75% of cars parked. Transient visitor cars are considered any other cars parked besides an overnight hotel guest (restaurant, banquet, event, meeting space, spa, etc.).

Using the required number of guest parking spaces, the total number of required hotel visitor parking spaces can be determined. Transient Visitor Parking (including public assembly visitors) can be calculated using the following formula:

Hotel Guest Parking / 25% = Total Visitor Parking required Total Visitor Parking Required x 75% = Transient Visitor Parking For the 115-room Cheval Blanc project, the total breakdown of Transient Visitor Cars parked would be as follows:

38.4 Hotel Guest Cars / 25% = 153 Total Visitor Cars
Total Visitor Cars x 75% = 115 Transient Visitor Cars (including public assembly visitors) Since the Cheval Blanc does not contain public assembly spaces, this number should be further reduced.
spaces in its motor court as proposed for Cheval Blanc. kimley-horn.com 660 South Figueroa Street, Suite 2050, Los Angeles, CA 90017 213 261 4040 156675960.12
Appendix D – Restaurant Drive-Rate Data
Restaurant Luxury Standalone
Valet/
SelfParking
Lunch/
Dinner
Capacity
(Seats) 2017 2018 2019 Average
Cover Counts 94,977 109,983 104,094
Cars Parked 33,046 29,474 26,469
Drive in Rate 35% 27% 25%
Cover Counts2
Cars Parked 24,720 23,728 22,600
Drive in Rate 27% 26% 25%
Cover Counts3
Cars Parked 47,580 47,377 46,867
Drive in Rate 32% 31% 31%
Average Drive-in Rate 31.3% 28.6% 27.7% 29.2%
Drive-in Rates for Luxury Restaurants in Beverly Hills and Similar Communities1 1 Valet car parking and cover count data provided by LAZ Parking for three luxury stand-alone restaurants in Beverly Hills and similar communities. Data is proprietary and restaurants cannot be named
2 Annual cover count estimated based on an average of 250 covers per night (provided by LAZ Parking) 3 Annual cover count estimated based on an average of 700-800 covers on Friday nights, 1,000 covers on Saturday nights, 0 covers on Sunday nights, and 300-450 covers on Monday-Thursday nights. Cover counts at the lower end of each range were assumed in order to be conservative (provided by LAZ Parking)
Valet Only
Valet Only
C X X Valet Only Dinner Only 400
150,800
Dinner Only 250
91,250
A X X
B X X
kimley-horn.com 660 South Figueroa Street, Suite 2050, Los Angeles, CA 90017 213 261 4040 156675960.12
Appendix E – ITE Internal Capture Worksheets
Project Name: Organization:

Project Location: Performed By:

Scenario Description: Date:

Analysis Year: Checked By:

Analysis Period: Date:

ITE LUCs1 Quantity Units Total Entering Exiting
Office - 1,000 Sq Ft 0 0 0
Retail 25 1,000 Sq Ft 23 14 9
Restaurant 25 1,000 Sq Ft 18 14 4
Cinema/Entertainment - Screen(s) 0 0 0
Residential - Dwelling Unit(s) 0 0 0
Hotel 115 Room(s) 54 32 22
All Other Land Uses2
- 0 0 0 0
95 60 35
Veh. Occ.4 % Transit % Non-Motorized Veh. Occ.4 % Transit % Non-Motorized Office 1.00 0% 0% 1.00 0% 0%
Retail 1.00 0% 0% 1.00 0% 0%
Restaurant 1.00 0% 0% 1.00 0% 0%
Cinema/Entertainment 1.00 0% 0% 1.00 0% 0%
Residential 1.00 0% 0% 1.00 0% 0%
Hotel 1.00 0% 0% 1.00 0% 0%
All Other Land Uses2 1.00 0% 0% 1.00 0% 0%
Office Retail Restaurant Residential Hotel
Office
Retail
Restaurant
Cinema/Entertainment
Residential
Hotel
Office Retail Restaurant Residential Hotel
Office 0 0 0 0
Retail 0 1 0 0
Restaurant 0 1 0 0
Cinema/Entertainment 0 0 0 0 0
Residential 0 0 0 0
Hotel 0 1 1 0
Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 95 60 35 Office N/A N/A
Internal Capture Percentage 8% 7% 11% Retail 14% 11%
Restaurant 14% 25%
External Vehicle-Trips5 87 56 31 Cinema/Entertainment N/A N/A External Transit-Trips6 0 0 0 Residential N/A N/A
External Non-Motorized Trips6 0 0 0 Hotel 0% 9%
6Person-Trips
*Indicates computation that has been rounded to the nearest whole number.

Estimation Tool Developed by the Texas A&M Transportation Institute - Version 2013.1 1 Land Use Codes (LUCs) from Trip Generation Manual , published by the Institute of Transportation Engineers. 2 Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator. 4Enter vehicle occupancy assumed in Table 1-A vehicle trips. If vehicle occupancy changes for proposed mixed-use project, manual adjustments must be made to Tables 5-A, 9-A (O and D). Enter transit, non-motorized percentages that will result with proposed mixed-use project complete. 5Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A. 3Enter trips assuming no transit or non-motorized trips (as assumed in ITE Trip Generation Manual ).

Table 5-A: Computations Summary Table 6-A: Internal Trip Capture Percentages by Land Use 0 0
0 0
Table 4-A: Internal Person-Trip Origin-Destination Matrix* Origin (From)
Destination (To)
Cinema/Entertainment
0 Origin (From)
Destination (To)
Cinema/Entertainment
AM Street Peak Hour
Table 1-A: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) Land Use
Development Data (For Information Only ) Estimated Vehicle-Trips3 Table 2-A: Mode Split and Vehicle Occupancy Estimates
Land Use
Entering Trips Exiting Trips
Table 3-A: Average Land Use Interchange Distances (Feet Walking Distance) NCHRP 684 Internal Trip Capture Estimation Tool
Beverly Hills Cheval Blanc Kimley-Horn and Associates, Inc.

Beverly Hills
Project Name:

Analysis Period:

Veh. Occ. Vehicle-Trips Person-Trips* Veh. Occ. Vehicle-Trips Person-Trips* Office 1.00 0 0 1.00 0 0
Retail 1.00 14 14 1.00 9 9
Restaurant 1.00 14 14 1.00 4 4
Cinema/Entertainment 1.00 0 0 1.00 0 0
Residential 1.00 0 0 1.00 0 0
Hotel 1.00 32 32 1.00 22 22
Office Retail Restaurant Residential Hotel
Office 0 0 0 0
Retail 3 1 1 0
Restaurant 1 1 0 0
Cinema/Entertainment 0 0 0 0 0
Residential 0 0 0 0
Hotel 17 3 2 0
Office Retail Restaurant Residential Hotel
Office 4 3 0 0
Retail 0 7 0 0
Restaurant 0 1 0 1
Cinema/Entertainment 0 0 0 0 0
Residential 0 2 3 0
Hotel 0 1 1 0
Internal External Total Vehicles1
Transit2 Non-Motorized2
Office 0 0 0 0 0 0
Retail 2 12 14 12 0 0
Restaurant 2 12 14 12 0 0
Cinema/Entertainment 0 0 0 0 0 0
Residential 0 0 0 0 0 0
Hotel 0 32 32 32 0 0
All Other Land Uses3 0 0 0 0 0 0
Internal External Total Vehicles1
Transit2 Non-Motorized2
Office 0 0 0 0 0 0
Retail 1 8 9 8 0 0
Restaurant 1 3 4 3 0 0
Cinema/Entertainment 0 0 0 0 0 0
Residential 0 0 0 0 0 0
Hotel 2 20 22 20 0 0
All Other Land Uses3 0 0 0 0 0 0
1Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A 2Person-Trips
3 Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator *Indicates computation that has been rounded to the nearest whole number.

Table 9-A (D): Internal and External Trips Summary (Entering Trips) Destination Land Use
Person-Trip Estimates External Trips by Mode*
Table 9-A (O): Internal and External Trips Summary (Exiting Trips) Origin Land Use Person-Trip Estimates External Trips by Mode* 0 0
0 Table 8-A (D): Internal Person-Trip Origin-Destination Matrix (Computed at Destination) Origin (From) Destination (To)
Cinema/Entertainment
0 0
0 0
0 Table 7-A: Conversion of Vehicle-Trip Ends to Person-Trip Ends Land Use
Table 7-A (D): Entering Trips Table 7-A (O): Exiting Trips Table 8-A (O): Internal Person-Trip Origin-Destination Matrix (Computed at Origin) Origin (From) Destination (To)
Cinema/Entertainment
0 0
Beverly Hills Cheval Blanc
AM Street Peak Hour
Project Name: Organization:

Project Location: Performed By:

Scenario Description: Date:

Analysis Year: Checked By:

Analysis Period: Date:

ITE LUCs1 Quantity Units Total Entering Exiting
Office - 1,000 Sq Ft 0 0 0
Retail 25 1,000 Sq Ft 95 46 49
Restaurant 25 1,000 Sq Ft 196 131 65
Cinema/Entertainment - Screen(s) 0 0 0
Residential - Dwelling Unit(s) 0 0 0
Hotel 115 Room(s) 69 35 34
All Other Land Uses2
- 0 0 0 0
360 212 148
Veh. Occ.4 % Transit % Non-Motorized Veh. Occ.4 % Transit % Non-Motorized Office 1.00 0% 0% 1.00 0% 0%
Retail 1.00 0% 0% 1.00 0% 0%
Restaurant 1.00 0% 0% 1.00 0% 0%
Cinema/Entertainment 1.00 0% 0% 1.00 0% 0%
Residential 1.00 0% 0% 1.00 0% 0%
Hotel 1.00 0% 0% 1.00 0% 0%
All Other Land Uses2 1.00 0% 0% 1.00 0% 0%
Office Retail Restaurant Residential Hotel
Office
Retail
Restaurant
Cinema/Entertainment
Residential
Hotel
Office Retail Restaurant Residential Hotel
Office 0 0 0 0
Retail 0 14 0 2
Restaurant 0 23 0 5
Cinema/Entertainment 0 0 0 0 0
Residential 0 0 0 0
Hotel 0 1 7 0
Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 360 212 148 Office N/A N/A
Internal Capture Percentage 29% 25% 35% Retail 52% 33%
Restaurant 16% 43%
External Vehicle-Trips5 256 160 96 Cinema/Entertainment N/A N/A External Transit-Trips6 0 0 0 Residential N/A N/A
External Non-Motorized Trips6 0 0 0 Hotel 20% 24%
6Person-Trips
*Indicates computation that has been rounded to the nearest whole number.

Estimation Tool Developed by the Texas A&M Transportation Institute - Version 2013.1 1 Land Use Codes (LUCs) from Trip Generation Manual , published by the Institute of Transportation Engineers. 2 Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator. 4Enter vehicle occupancy assumed in Table 1-P vehicle trips. If vehicle occupancy changes for proposed mixed-use project, manual adjustments must be 5Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P. 3Enter trips assuming no transit or non-motorized trips (as assumed in ITE Trip Generation Manual ).

Table 5-P: Computations Summary Table 6-P: Internal Trip Capture Percentages by Land Use 0 0
0 0
Table 4-P: Internal Person-Trip Origin-Destination Matrix* Origin (From)
Destination (To)
Cinema/Entertainment
0 Origin (From)
Destination (To)
Cinema/Entertainment
PM Street Peak Hour
Table 1-P: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) Land Use
Development Data (For Information Only ) Estimated Vehicle-Trips3 Table 2-P: Mode Split and Vehicle Occupancy Estimates
Land Use
Entering Trips Exiting Trips
Table 3-P: Average Land Use Interchange Distances (Feet Walking Distance) NCHRP 684 Internal Trip Capture Estimation Tool
Kimley-Horn and Associates, Inc.

Project Name:

Analysis Period:

Veh. Occ. Vehicle-Trips Person-Trips* Veh. Occ. Vehicle-Trips Person-Trips* Office 1.00 0 0 1.00 0 0
Retail 1.00 46 46 1.00 49 49
Restaurant 1.00 131 131 1.00 65 65
Cinema/Entertainment 1.00 0 0 1.00 0 0
Residential 1.00 0 0 1.00 0 0
Hotel 1.00 35 35 1.00 34 34
Office Retail Restaurant Residential Hotel
Office 0 0 0 0
Retail 1 14 13 2
Restaurant 2 27 12 5
Cinema/Entertainment 0 0 0 0 0
Residential 0 0 0 0
Hotel 0 5 23 1
Office Retail Restaurant Residential Hotel
Office 4 3 0 0
Retail 0 38 0 6
Restaurant 0 23 0 25
Cinema/Entertainment 0 2 4 0 0
Residential 0 5 18 4
Hotel 0 1 7 0
Internal External Total Vehicles1
Transit2 Non-Motorized2
Office 0 0 0 0 0 0
Retail 24 22 46 22 0 0
Restaurant 21 110 131 110 0 0
Cinema/Entertainment 0 0 0 0 0 0
Residential 0 0 0 0 0 0
Hotel 7 28 35 28 0 0
All Other Land Uses3 0 0 0 0 0 0
Internal External Total Vehicles1
Transit2 Non-Motorized2
Office 0 0 0 0 0 0
Retail 16 33 49 33 0 0
Restaurant 28 37 65 37 0 0
Cinema/Entertainment 0 0 0 0 0 0
Residential 0 0 0 0 0 0
Hotel 8 26 34 26 0 0
All Other Land Uses3 0 0 0 0 0 0
*Indicates computation that has been rounded to the nearest whole number.

Origin Land Use
Person-Trip Estimates External Trips by Mode*
1Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P 2Person-Trips
3 Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator Table 9-P (O): Internal and External Trips Summary (Exiting Trips) 0 0
0 0
0 Table 9-P (D): Internal and External Trips Summary (Entering Trips) Destination Land Use
Person-Trip Estimates External Trips by Mode*
Origin (From)
Destination (To)
Cinema/Entertainment
Origin (From)
Destination (To)
Cinema/Entertainment
0 2
5 0
0 Table 8-P (D): Internal Person-Trip Origin-Destination Matrix (Computed at Destination) Table 7-P: Conversion of Vehicle-Trip Ends to Person-Trip Ends Land Use
Table 7-P (D): Entering Trips Table 7-P (O): Exiting Trips Table 8-P (O): Internal Person-Trip Origin-Destination Matrix (Computed at Origin) 0 PM Street Peak Hour
kimley-horn.com 660 South Figueroa Street, Suite 2050, Los Angeles, CA 90017 213 261 4040 156675960.12
Appendix F – Transportation Study for West Hollywood Arts Club

kimley-horn.com 660 South Figueroa Street, Suite 2050, Los Angeles, CA 90017 213 261 4040 156675960.12
Appendix G – Transportation Study for One Beverly Hills Specific Plan

kimley-horn.com 660 South Figueroa Street, Suite 2050, Los Angeles, CA 90017 213 261 4040 156675960.12
Appendix H – ULI Shared Parking Time-Of-Day On-Site and Off-Site Parking Demand
Copyright © 2020 All rights reserved. The Urban Land Institute, International Council of Shopping Centers, and National Parking Association.

Project: Cheval Blanc Hotel, Beverly Hills
Description: ULI Methodology - On-Site and Off-Site (Member's Club Scenario A) Quantity Unit 8 PM December 8 PM August
Retail (over 2,000 ksf) 24,976 sf GLA 2.90 75% 80% 1.74 ksf GLA 3.20 75% 80% 1.92 ksf GLA 85% 100% 37 55% 73% 26 Employee 0.70 50% 100% 0.35 0.80 50% 100% 0.40 90% 100% 8 30% 83% 7 Fine/Casual Dining 5,666 sf GLA 13.25 50% 80% 5.30 ksf GLA 15.25 50% 80% 6.10 ksf GLA 100% 100% 30 100% 96% 33 Employee 2.25 50% 100% 1.13 2.50 50% 100% 1.25 100% 100% 7 100% 100% 8 Hotel-Leisure 115 keys 1.00 33% 100% 0.33 key 1.00 33% 100% 0.33 key 90% 50% 17 90% 100% 31 Hotel Employees 115 keys 0.15 50% 100% 0.08 key 0.15 50% 100% 0.08 key 20% 50% 1 20% 100% 9 Restaurant/Lounge 9,216 sf GLA 6.67 47% 80% 2.51 ksf GLA 7.67 40% 80% 2.45 ksf GLA 70% 100% 16 70% 99% 2 Restaurant/Meeting Employees 9,216 sf GLA 1.20 50% 100% 0.60 ksf GLA 1.33 50% 100% 0.67 ksf GLA 40% 100% 2 100% 100% 7 Members Club 500 Members 0.06 100% 100% 0.06 Members 0.06 100% 100% 0.06 Members 90% 100% 27 90% 100% 30 Employee 0.00 100% 100% 0.00 0.00 100% 100% 0.00 0% 100% - 0% 100% - 128 122
18 30
146 152
Additional Land Uses
Total
Employee/Resident
Customer/Visitor Customer
Employee/Resident
Total
Base
Ratio
Unit For
Ratio
Estimated
Parking
Demand
Retail
NonCaptive
Ratio
Project
Ratio
NonCaptive
Ratio
Project
Ratio
Driving
Adj
Hotel and Residential
Food and Beverage
Base
Ratio
Driving
Adj
Peak Hr
Adj
Weekend
Shared Parking Demand Summary
Peak Month: DECEMBER -- Peak Period: 8 PM, WEEKEND
Weekday Weekend Weekday
Project Data
Land Use
Peak Mo
Adj Unit For
Ratio
Estimated
Parking
Demand
Peak Hr
Adj
Peak Mo
Adj
1 Hotel Restaurant/Lounge includes 6th Level indoor and outdoor seating 2,3 2
1 Members Club includes 3rd floor meeting rooms, a screening room, a bar, and lounge 3 Hotel & Members Club includes 2nd floor & 7th floor restaurants not open to the public 1 (Ground Level) 3
Total Supply: 172 spaces
Copyright © 2020 All rights reserved. The Urban Land Institute, International Council of Shopping Centers, and National Parking Association.

Project: Cheval Blanc Hotel, Beverly Hills
Description: ULI Methodology - On-Site and Off-Site (Member's Club Scenario B) Quantity Unit 1 PM Late December 1 PM Late December
Retail (over 2,000 ksf) 24,976 sf GLA 2.90 75% 80% 1.74 ksf GLA 3.20 75% 80% 1.92 ksf GLA 100% 85% 37 95% 85% 39 Employee 0.70 50% 100% 0.35 0.80 50% 100% 0.40 100% 95% 9 100% 95% 10 Fine/Casual Dining 5,666 sf GLA 13.25 50% 80% 5.30 ksf GLA 15.25 50% 80% 6.10 ksf GLA 75% 95% 22 55% 95% 18 Employee 2.25 50% 100% 1.13 2.50 50% 100% 1.25 90% 100% 6 75% 100% 6 Hotel-Leisure 115 keys 1.00 33% 100% 0.33 key 1.00 33% 100% 0.33 key 65% 100% 25 65% 100% 25 Hotel Employees 115 keys 0.15 50% 100% 0.08 key 0.15 50% 100% 0.08 key 100% 100% 9 100% 100% 9 Restaurant/Lounge 9,216 sf GLA 6.67 47% 80% 2.51 ksf GLA 7.67 40% 80% 2.45 ksf GLA 100% 95% 22 100% 95% 22 Restaurant/Meeting Employees 9,216 sf GLA 1.20 50% 100% 0.60 ksf GLA 1.33 50% 100% 0.67 ksf GLA 100% 100% 6 100% 100% 7 Members Club 500 Members 0.02 100% 100% 0.02 Members 0.03 100% 100% 0.03 Members 60% 100% 6 19% 100% 3 Employee 0.02 100% 100% 0.02 0.02 100% 100% 0.02 80% 100% 10 80% 100% 10 112 107
39 40
151 146
Additional Land Uses
Total
Employee/Resident
Customer/Visitor Customer
Employee/Resident
Total
Base
Ratio
Unit For
Ratio
Estimated
Parking
Demand
Retail
NonCaptive
Ratio
Project
Ratio
NonCaptive
Ratio
Project
Ratio
Driving
Adj
Hotel and Residential
Food and Beverage
Base
Ratio
Driving
Adj
Peak Hr
Adj
Weekend
Shared Parking Demand Summary
Peak Month: LATE DECEMBER -- Peak Period: 1 PM, WEEKDAY Weekday Weekend Weekday
Project Data
Land Use
Peak Mo
Adj Unit For
Ratio
Estimated
Parking
Demand
Peak Hr
Adj
Peak Mo
Adj
1 Hotel Restaurant/Lounge includes 6th Level indoor and outdoor seating 2,3 2
1 Members Club includes 3rd floor meeting rooms, a screening room, a bar, and lounge 3 Hotel & Members Club includes 2nd floor & 7th floor restaurants not open to the public 1 (Ground Level) 3
Total Supply: 172 spaces
kimley-horn.com 660 South Figueroa Street, Suite 2050, Los Angeles, CA 90017 213 261 4040 156675960.12
Appendix I – ULI Shared Parking Time-Of-Day Parking Demand for Retail Uses (On-Site and Off-Site)
Copyright © 2020 All rights reserved. The Urban Land Institute, International Council of Shopping Centers, and National Parking Association.

Project: Cheval Blanc Hotel, Beverly Hills
Description: ULI Method - Retail Parking (Off-Site)
Quantity Unit 1 PM December 12 PM December
Retail (over 2,000 ksf) 24,976 sf GLA 2.90 75% 80% 1.74 ksf GLA 3.20 75% 80% 1.92 ksf GLA 100% 100% 44 100% 100% 48 Employee 0.70 50% 100% 0.35 0.80 50% 100% 0.40 100% 100% 9 100% 100% 10 44 48
9 10
Total 53 58
Employee/Resident
Customer/Visitor Customer
Employee/Resident
Total
Base
Ratio
Unit For
Ratio
Estimated
Parking
Demand
Retail
NonCaptive
Ratio
Project
Ratio
NonCaptive
Ratio
Project
Ratio
Driving
Adj
Base
Ratio
Driving
Adj
Peak Hr
Adj
Weekend
Shared Parking Demand Summary
Peak Month: DECEMBER -- Peak Period: 12 PM, WEEKEND
Weekday Weekend Weekday
Project Data
Land Use
Peak Mo
Adj Unit For
Ratio
Estimated
Parking
Demand
Peak Hr
Adj
Peak Mo
Adj
(Employees and Visitors, On-Site and Off-Site)
0 10
20 30
40 50
60 Parking
Stalls
Hour
Peak Month Daily Parking Demand by Hour (Weekday)
Retail (over 2,000 ksf) Total Supply
0 10
20 30
40 50
60 70
Parking
Stalls
Hour
Peak Month Daily Parking Demand by Hour (Weekend)
Retail (over 2,000 ksf) Total Supply
kimley-horn.com 660 South Figueroa Street, Suite 2050, Los Angeles, CA 90017 213 261 4040 156675960.12
Appendix J – ULI Shared Parking Time-Of-Day On-Site Parking Demand Copyright © 2020 All rights reserved. The Urban Land Institute, International Council of Shopping Centers, and National Parking Association.

Project: Cheval Blanc Hotel, Beverly Hills
Description: ULI Methodology - On-Site (Member's Club Scenario A) Quantity Unit 8 PM August 9 AM Late December
Retail (over 2,000 ksf) 24,976 sf GLA 0.91 75% 80% 0.54 ksf GLA 1.00 75% 80% 0.60 ksf GLA 65% 73% 7 75% 85% 6 Employee 0.70 50% 100% 0.35 0.80 50% 100% 0.40 90% 83% 7 85% 95% 3 Fine/Casual Dining 5,666 sf GLA 13.25 50% 80% 5.30 ksf GLA 15.25 50% 80% 6.10 ksf GLA 100% 96% 29 100% 95% 33 Employee 2.25 50% 100% 1.13 2.50 50% 100% 1.25 100% 100% 7 100% 100% 8 Hotel-Leisure 115 keys 1.00 33% 100% 0.33 key 1.00 33% 100% 0.33 key 90% 100% 35 80% 100% 35 Hotel Employees 115 keys 0.15 50% 100% 0.08 key 0.15 50% 100% 0.08 key 20% 100% 2 100% 100% 2 Restaurant/Lounge 9,216 sf GLA 6.67 47% 80% 2.51 ksf GLA 7.67 40% 80% 2.45 ksf GLA 70% 99% 16 10% 95% 15 Restaurant/Meeting Employees 9,216 sf GLA 1.20 50% 100% 0.60 ksf GLA 1.33 50% 100% 0.67 ksf GLA 40% 100% 2 100% 100% 7 Members Club 500 Members 0.06 100% 100% 0.06 Members 0.06 100% 100% 0.06 Members 90% 100% 27 100% 100% 27 113 116
17 19
131 135
Weekend
Shared Parking Demand Summary
Peak Month: AUGUST -- Peak Period: 9 AM, WEEKEND
Weekday Weekend Weekday
Project Data
Land Use
Peak Mo
Adj Unit For
Ratio
Estimated
Parking
Demand
Peak Hr
Adj
Peak Mo
Adj Base
Ratio
Unit For
Ratio
Estimated
Parking
Demand
Retail
NonCaptive
Ratio
Project
Ratio
NonCaptive
Ratio
Project
Ratio
Driving
Adj
Hotel and Residential
Food and Beverage
Base
Ratio
Driving
Adj
Peak Hr
Adj
Additional Land Uses
Total
Employee/Resident
Customer/Visitor Customer
Employee/Resident
Total
1 Hotel Restaurant/Lounge includes 6th Level indoor and outdoor seating 2,3 2
1 Members Club includes 3rd floor meeting rooms, a screening room, a bar, and lounge 3 Hotel & Members Club includes 2nd floor & 7th floor restaurants not open to the public 1 (Ground Level) 3
Total Supply: 139 spaces 4 4
4 Base ratios for on-site retail visitor demand calculated as 31% of the overall retail visitor base ratio (2.9 parking spaces during the weekday and 3.2 parking spaces during the weekend) 0 20
40 60
80 100
120
140
160
Parking
Stalls
Hour
Peak Month Daily Parking Demand by Hour (Weekday)
Members Club Retail (over 2,000 ksf) Fine/Casual Dining Hotel Total Supply 0 20
40 60
80 100
120
140
160
Parking
Stalls
Hour
Peak Month Daily Parking Demand by Hour (Weekend)
Members Club Retail (over 2,000 ksf) Fine/Casual Dining Hotel Total Supply Copyright © 2020 All rights reserved. The Urban Land Institute, International Council of Shopping Centers, and National Parking Association.

Project: Cheval Blanc Hotel, Beverly Hills
Description: ULI Methodology - On-Site (Member's Club Scenario B) Quantity Unit 8 PM August 8 PM Late December
Retail (over 2,000 ksf) 24,976 sf GLA 0.91 75% 80% 0.54 ksf GLA 1.00 75% 80% 0.60 ksf GLA 65% 73% 7 25% 85% 6 Employee 0.70 50% 100% 0.35 0.80 50% 100% 0.40 90% 83% 7 30% 95% 3 Fine/Casual Dining 5,666 sf GLA 13.25 50% 80% 5.30 ksf GLA 15.25 50% 80% 6.10 ksf GLA 100% 96% 29 100% 95% 33 Employee 2.25 50% 100% 1.13 2.50 50% 100% 1.25 100% 100% 7 100% 100% 8 Hotel-Leisure 115 keys 1.00 33% 100% 0.33 key 1.00 33% 100% 0.33 key 90% 100% 35 90% 100% 35 Hotel Employees 115 keys 0.15 50% 100% 0.08 key 0.15 50% 100% 0.08 key 20% 100% 2 20% 100% 2 Restaurant/Lounge 9,216 sf GLA 6.67 47% 80% 2.51 ksf GLA 7.67 40% 80% 2.45 ksf GLA 70% 99% 16 70% 95% 15 Restaurant/Meeting Employees 9,216 sf GLA 1.20 50% 100% 0.60 ksf GLA 1.33 50% 100% 0.67 ksf GLA 40% 100% 2 100% 100% 7 Members Club 500 Members 0.02 100% 100% 0.02 Members 0.03 100% 100% 0.03 Members 92% 100% 9 67% 100% 11 96 100
29 31
125 130
Weekend
Shared Parking Demand Summary
Peak Month: AUGUST -- Peak Period: 8 PM, WEEKEND
Weekday Weekend Weekday
Project Data
Land Use
Peak Mo
Adj Unit For
Ratio
Estimated
Parking
Demand
Peak Hr
Adj
Peak Mo
Adj Base
Ratio
Unit For
Ratio
Estimated
Parking
Demand
Retail
NonCaptive
Ratio
Project
Ratio
NonCaptive
Ratio
Project
Ratio
Driving
Adj
Hotel and Residential
Food and Beverage
Base
Ratio
Driving
Adj
Peak Hr
Adj
Additional Land Uses
Total
Employee/Resident
Customer/Visitor Customer
Employee/Resident
Total
1 Hotel Restaurant/Lounge includes 6th Level indoor and outdoor seating 2,3 2
1 Members Club includes 3rd floor meeting rooms, a screening room, a bar, and lounge 3 Hotel & Members Club includes 2nd floor & 7th floor restaurants not open to the public 1 (Ground Level) 3
Total Supply: 139 spaces 4 4
4 Base ratios for on-site retail visitor demand calculated as 31% of the overall retail visitor base ratio (2.9 parking spaces during the weekday and 3.2 parking spaces during the weekend) 0 20
40 60
80 100
120
140
160
Parking
Stalls
Hour
Peak Month Daily Parking Demand by Hour (Weekday)
Members Club Retail (over 2,000 ksf) Fine/Casual Dining Hotel Total Supply 0 20
40 60
80 100
120
140
160
Parking
Stalls
Hour
Peak Month Daily Parking Demand by Hour (Weekend)
Members Club Retail (over 2,000 ksf) Fine/Casual Dining Hotel Total Supply kimley-horn.com 660 South Figueroa Street, Suite 2050, Los Angeles, CA 90017 213 261 4040 156675960.12
Appendix K – ULI Shared Parking Time-Of-Day Off-Site Parking Demand Copyright © 2020 All rights reserved. The Urban Land Institute, International Council of Shopping Centers, and National Parking Association.

Project: Cheval Blanc Hotel, Beverly Hills
Description: ULI Method - Retail Parking (Off-Site)
Quantity Unit 1 PM December 12 PM December
Retail (over 2,000 ksf) 24,976 sf GLA 1.99 75% 80% 1.20 ksf GLA 2.20 75% 80% 1.32 ksf GLA 100% 100% 30 100% 100% 33 30 33
- -
30 33
Weekend
Shared Parking Demand Summary
Peak Month: DECEMBER -- Peak Period: 12 PM, WEEKEND
Weekday Weekend Weekday
Project Data
Land Use
Peak Mo
Adj Unit For
Ratio
Estimated
Parking
Demand
Peak Hr
Adj
Peak Mo
Adj Base
Ratio
Unit For
Ratio
Estimated
Parking
Demand
Retail
NonCaptive
Ratio
Project
Ratio
NonCaptive
Ratio
Project
Ratio
Driving
Adj
Base
Ratio
Driving
Adj
Peak Hr
Adj
Total
Employee/Resident
Customer/Visitor Customer
Employee/Resident
Total
Total Supply: 33 spaces 1 1
1 Base ratios for on-site retail visitor demand calculated as 31% of the overall retail visitor base ratio (2.9 parking spaces during the weekday and 3.2 parking spaces during the weekend) 0 5
10 15
20 25
30 35
Parking
Stalls
Hour
Peak Month Daily Parking Demand by Hour (Weekday)
Retail (over 2,000 ksf) Total Supply
0 5
10 15
20 25
30 35
Parking
Stalls
Hour
Peak Month Daily Parking Demand by Hour (Weekend)
Retail (over 2,000 ksf) Total Supply
kimley-horn.com 660 South Figueroa Street, Suite 2050, Los Angeles, CA 90017 213 261 4040 156675960.12
Appendix L – ULI Shared Parking Time-Of-Day Parking Demand for Events Copyright © 2020 All rights reserved. The Urban Land Institute, International Council of Shopping Centers, and National Parking Association.

Project: Cheval Blanc Hotel, Beverly Hills
Description: Special Event
Quantity Unit 8 PM March 8 PM March
Retail (over 2,000 ksf) 24,976 sf GLA 0.00 75% 80% 0.00 ksf GLA 0.00 75% 80% 0.00 ksf GLA 65% 70% - 25% 70% - Employee 0.70 50% 100% 0.35 0.80 50% 100% 0.40 90% 79% 6 30% 79% 2 Fine/Casual Dining 5,666 sf GLA 13.25 50% 80% 5.30 ksf GLA 15.25 50% 80% 6.10 ksf GLA 100% 98% 30 100% 98% 34 Employee 2.25 50% 100% 1.13 2.50 50% 100% 1.25 100% 100% 7 100% 100% 8 Hotel-Leisure 115 keys 1.00 33% 100% 0.33 key 1.00 33% 100% 0.33 key 90% 100% 35 90% 100% 35 Hotel Employees 115 keys 0.15 50% 100% 0.08 key 0.15 50% 100% 0.08 key 20% 100% 2 20% 100% 2 Restaurant/Lounge sf GLA 6.67 47% 80% 2.51 ksf GLA 7.67 40% 80% 2.45 ksf GLA 70% 95% - 70% 95% - Restaurant/Meeting Employees sf GLA 0.00 50% 100% 0.00 ksf GLA 0.00 50% 100% 0.00 ksf GLA 40% 100% - 100% 100% - Member's Club (Wellness Center Only) 12 visitors 1.00 100% 100% 1.00 visitors 1.00 100% 100% 1.00 visitors 0% 100% - 0% 100% - Event Type A 150 visitors 0.50 100% 100% 0.50 visitors 0.50 100% 100% 0.50 visitors 100% 100% 75 100% 100% 75 Event Type B 75 visitors 0.50 100% 100% 0.50 visitors 0.50 100% 100% 0.50 visitors 100% 100% 38 100% 100% 38 Event Type C 50 visitors 0.50 100% 100% 0.50 visitors 0.50 100% 100% 0.50 visitors 100% 100% 25 100% 100% 25 202 207
15 12
217 218
Weekend
Shared Parking Demand Summary
Peak Month: MARCH -- Peak Period: 8 PM, WEEKEND
Weekday Weekend Weekday
Project Data
Land Use
Peak Mo
Adj Unit For
Ratio
Estimated
Parking
Demand
Peak Hr
Adj
Peak Mo
Adj Base
Ratio
Unit For
Ratio
Estimated
Parking
Demand
Retail
NonCaptive
Ratio
Project
Ratio
NonCaptive
Ratio
Project
Ratio
Driving
Adj
Hotel and Residential
Food and Beverage
Base
Ratio
Driving
Adj
Peak Hr
Adj
Additional Land Uses
Total
Employee/Resident
Customer/Visitor Customer
Employee/Resident
Total
kimley-horn.com 660 South Figueroa Street, Suite 2050, Los Angeles, CA 90017 213 261 4040 156675960.12
Appendix M – Beverly Hills Parking Structure Parking Occupancy Project #: 21-020325 Date: 11/10/2021
City: Beverly Hills, CA Day: Wednesday
Lot Level Restriction Space 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM Floor 1 Regular 18 6 11 16 18 18 18 16 13 10 6 4 4 3
Floor 1 Small Car Parking (Roped off, No Park Sign) 8 0 0 0 0 0 0 0 0 0 0 0 0 0 Floor 1 Electric Vehicle 4 1 2 2 1 3 3 1 2 2 1 0 0 0
Floor 2 Regular 29 8 11 27 28 29 29 29 28 25 16 4 1 0
Floor 2 Small Car Only 15 4 14 14 15 15 15 15 13 8 6 0 0 0 Floor 2 Handicap 2 2 2 1 0 2 2 1 1 1 0 0 0 0
Floor 2 Compact 8 2 3 8 8 8 8 8 6 5 3 2 1 1
Floor 3 Regular 36 10 24 34 35 35 32 28 24 26 13 2 1 1
Floor 3 Small Car Only 22 4 15 18 22 21 21 21 17 15 12 3 1 0 Floor 3 Handicap 2 1 1 2 2 2 2 1 1 0 0 0 0 0
Floor 4 Regular 36 9 16 21 30 33 33 29 27 14 6 2 1 0
Floor 4 Small Car Only 24 8 16 19 15 20 21 18 10 7 6 3 1 0 Floor 4 Handicap 2 1 1 1 0 0 0 0 1 1 0 0 0 0
Floor 5 Regular 37 3 6 15 19 26 18 18 15 12 5 3 2 1
Floor 5 Small Car Only 24 2 5 7 7 9 7 6 7 5 3 1 0 0
Floor 5 Handicap 1 0 0 0 1 1 1 0 0 0 0 0 0 0
Floor 6 Regular 46 0 1 5 6 8 6 5 4 1 1 0 0 0
Floor 6 Small Car Only 38 1 1 3 4 4 4 3 2 1 0 0 0 0
Floor 6 Handicap 1 0 0 0 1 1 1 1 0 0 0 0 0 0
Floor 2 Regular 20 10 20 20 20 20 20 17 18 18 12 8 5 3
Floor 2 Small Car Only 7 0 1 1 1 1 1 0 0 0 0 0 0 0
Floor 2 Electric Vehicle 4 1 2 2 3 3 3 1 2 1 1 0 0 0
Floor 2 Handicap 2 0 1 2 2 2 2 1 0 0 0 0 0 0
Floor 3 Regular 51 31 50 50 51 51 49 46 45 38 21 6 5 4
Floor 3 Handicap 1 0 1 1 1 1 1 1 0 1 0 0 0 0
Floor 4 Regular 52 21 38 40 42 52 52 48 44 24 11 3 1 0
Floor 4 Handicap 1 1 1 1 1 1 1 1 1 0 0 0 0 0
Floor 5 Regular 44 0 7 10 30 44 40 36 22 9 6 5 3 0
Floor 5 Handicap 1 0 0 1 1 1 1 1 0 0 0 0 0 0
Floor 6 Regular 57 0 0 0 0 8 8 2 3 2 0 0 0 0
Floor 2 Regular 18 6 10 18 18 18 18 16 15 12 13 15 11 7 Floor 2 Electric Vehicle 4 0 2 2 3 3 3 0 0 1 1 0 0 0
Floor 2 Handicap 7 0 2 6 7 7 7 6 6 5 3 2 4 3
Floor 2 Compact 14 0 3 14 14 14 14 0 0 0 0 0 0 0
Floor 3 Regular 56 16 40 54 56 56 40 38 27 20 22 24 22 14 Floor 4 Regular 73 0 0 22 29 30 25 16 10 5 3 2 1 0
Floor 1 Regular 24
Floor 1 Handicap 5
Prepared by National Data & Surveying Services
Parking Study
Lot 001
440 Camdem
Lot 002
9510 Brighton Way
Lot 003
345 N Beverly Dr
Project #: 21-020325 Date: 11/10/2021
City: Beverly Hills, CA Day: Wednesday
Lot Level Restriction Space 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM Prepared by National Data & Surveying Services
Parking Study
Floor 1 Valet Only 42
Floor 1 Reserved for MBH 8
Floor 1 Limo/Taxi Only 2
Floor 1 Compact 4
Floor 1 Reserved by Cone 1
Floor 1 Reserved for Wine Merchant 4
Floor 2 Regular 282 57 69 98 118 149 136 124 91 87 110 107 111 105 Floor 2 Handicap 2 1 2 2 2 2 2 2 0 0 1 1 1 2
Floor 2 Reserved by cone 8 1 2 6 8 8 7 8 8 8 8 7 8 8
Floor 2 Reserved (212,213) 2 1 1 0 0 0 0 0 0 0 0 0 0 0
Floor 2 No Parking Anytime 1 0 0 0 0 0 0 0 0 0 0 0 0 0
Floor 2 Electric Vehicle 4 0 0 2 3 3 2 2 2 2 4 4 3 3
Floor 3 Regular 218 91 101 117 139 157 144 84 62 68 72 78 84 73 Floor 3 Handicap (650,651,648,649,554) 5 1 1 3 4 5 5 2 1 2 1 2 2 2 Floor 3 Reserved (with cone) 2 0 0 0 0 0 0 1 1 1 0 0 0 0 Floor 3 No Parking Anytime 2 0 0 0 0 0 0 0 0 0 0 0 0 0
Floor 4 Regular 91 11 14 17 19 39 44 23 20 17 10 8 10 9 Floor 4 Handicap 3 0 0 0 0 0 0 1 0 0 0 0 0 0
Floor 4 No Parking Anytime 1 0 0 0 0 0 0 0 0 0 0 0 0 0
Notes: Lot 002 Floor 3 - 4 Regular spaces and 1 Handicap space were coned off (excluded in the report) Lot 002 Floor 4 - 4 Regular spaces and 1 Handicap space were coned off (excluded in the report) Lot 002 Floor 5 - 4 Regular spaces and 1 Handicap space were coned off (excluded in the report) Lot 003 - Unable to access lower levels, "Lot Closed" sign was on the ramp Lot 004 Floor 1 - Owned by a separate business and we were not given the rights to count cars Lot 004
241 N Canon
Project #: 21-020325 Date: 11/13/2021
City: Beverly Hills, CA Day: Saturday
Lot Level Restriction Space 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM Floor 1 Regular 18 13 12 13 12 13 12 12 10 9 8 5 4 3
Floor 1 Small Car Parking (Roped off, No Park Sign) 8 0 0 0 0 0 0 0 0 0 0 0 0 0 Floor 1 Electric Vehicle 4 1 1 2 2 2 2 2 1 0 0 0 0 0
Floor 2 Regular 29 23 29 29 29 29 28 27 21 17 9 2 2 0
Floor 2 Small Car Only 15 3 6 8 4 3 2 0 4 4 3 1 0 0
Floor 2 Handicap 2 0 1 0 1 1 1 0 0 0 0 0 0 0
Floor 2 Compact 8 3 7 8 8 8 8 8 6 4 0 0 0 0
Floor 3 Regular 36 5 15 18 22 25 18 14 8 10 7 1 1 0
Floor 3 Small Car Only 22 1 3 6 2 4 2 3 3 2 0 0 0 0
Floor 3 Handicap 2 0 0 0 0 0 0 0 1 1 0 0 0 0
Floor 4 Regular 36 3 4 8 8 8 7 6 8 4 2 1 0 0
Floor 4 Small Car Only 24 0 1 2 2 3 2 2 3 2 0 0 0 0
Floor 4 Handicap 2 0 0 0 0 0 0 0 1 1 0 0 0 0
Floor 5 Regular 37 1 2 2 2 2 2 2 2 1 0 0 0 0
Floor 5 Small Car Only 24 0 0 0 0 0 0 0 0 0 0 0 0 0
Floor 5 Handicap 1 0 0 0 0 0 0 0 0 0 0 0 0 0
Floor 6 Regular 46 2 2 3 2 2 1 0 0 0 0 0 0 0
Floor 6 Small Car Only 38 0 0 0 0 0 0 0 0 0 0 0 0 0
Floor 6 Handicap 1 0 0 0 0 0 0 0 0 0 0 0 0 0
Floor 2 Regular 20 18 20 20 20 20 20 20 20 20 14 6 4 4
Floor 2 Small Car Only 7 6 7 7 7 7 7 7 7 7 4 2 2 1
Floor 2 Electric Vehicle 4 1 1 1 2 3 2 2 3 3 2 2 1 1
Floor 2 Handicap 2 0 1 0 2 2 2 2 2 2 2 1 0 0
Floor 3 Regular 51 7 36 51 51 48 51 51 51 48 30 13 6 3
Floor 3 Handicap 1 0 0 1 1 1 1 1 1 1 1 0 0 0
Floor 4 Regular 52 3 7 31 49 50 52 47 49 52 27 8 6 3
Floor 4 Handicap 1 0 0 0 0 0 0 1 1 1 0 0 0 0
Floor 5 Regular 44 1 4 4 12 21 29 34 26 17 9 3 2 1
Floor 5 Handicap 1 0 0 0 1 1 0 1 1 1 1 0 0 0
Floor 6 Regular 57 0 0 0 0 0 8 22 13 3 0 0 0 0
Floor 2 Regular 18 14 16 18 18 16 13 8
Floor 2 Electric Vehicle 4 1 1 0 0 2 3 2
Floor 2 Handicap 7 2 3 4 4 3 3 2
Floor 2 Compact 14 0 14 14 11 10 6 4
Floor 3 Regular 56 13 31 40 35 24 16 11
Floor 4 Regular 73 0 6 15 11 1 1 0
B1 Total - 24 21 25 Full Full Full Full 17 17 15 Closed Closed B1 Electric Vehicle - 0 0 4 Full Full Full Full 1 0 0 Closed Closed Prepared by National Data & Surveying Services
Parking Study
Lot 001
440 Camdem
Lot 002
9510 Brighton Way
Lot 003
345 N Beverly Dr
Lot 003
Lower Level
Project #: 21-020325 Date: 11/13/2021
City: Beverly Hills, CA Day: Saturday
Prepared by National Data & Surveying Services
Parking Study
B2 Total - 18 30 50 Full Full Full Full 12 10 8 Closed Closed B3 Total - 1 2 20 Full Full Full Full 6 1 0 Closed Closed Floor 1 Regular 24
Floor 1 Handicap 5
Floor 1 Valet Only 42
Floor 1 Reserved for MBH 8
Floor 1 Limo/Taxi Only 2
Floor 1 Compact 4
Floor 1 Reserved (with cone) 1
Floor 1 Reserved for Wine Merchant 4
Floor 2 Regular 282 39 67 93 102 122 134 112 106 103 105 107 111 109 Floor 2 Handicap 2 0 0 0 1 2 2 2 2 2 2 2 2 1
Floor 2 Reserved (with cone) 8 1 1 1 1 1 1 8 7 8 8 7 7 6 Floor 2 Reserved (212,213) 2 0 0 0 0 0 0 0 0 0 0 0 0 0
Floor 2 No Parking Anytime 1 0 0 0 0 0 0 0 0 0 0 0 0 0
Floor 2 Electric Vehicle 4 1 3 4 3 3 4 4 3 3 3 4 4 4
Floor 3 Regular 218 5 9 14 55 93 104 88 71 64 73 86 82 89 Floor 3 Handicap (650,651,648,649,554) 5 0 0 0 0 2 0 2 1 3 2 3 3 2 Floor 3 Reserved (with cone) 2 0 0 0 0 0 0 0 0 0 0 0 0 0 Floor 3 No Parking Anytime 2 0 0 0 0 0 0 0 0 0 0 0 0 0
Floor 4 Regular 91 1 2 4 3 1 1 9 6 4 4 4 3 2
Floor 4 Handicap 3 0 0 0 0 0 0 0 0 0 0 0 0 0
Floor 4 No Parking Anytime 1 0 0 0 0 0 0 0 0 0 0 0 0 0
Notes: Lot 002 Floor 3 - 4 Regular spaces and 1 Handicap space were coned off (excluded in the report) Lot 002 Floor 4 - 4 Regular spaces and 1 Handicap space were coned off (excluded in the report) Lot 002 Floor 5 - 4 Regular spaces and 1 Handicap space were coned off (excluded in the report) Lot 003 - Entry was not allowed from 9am-2pm because the parking lot was being washed, instead they opened the LOWER LEVEL parking from 7am and closed it at 8pm (usually closed, thus no inventory). Was able to count cars in lower levels from the time it was open (included it in the Saturday report) Lot 003 LOWER LEVEL - Parking lot was FULL from 12pm-3pm and entry was not allowed. They also closed the access entrance again at 7pm because that area closed at 8pm Lot 004 Floor 1 - Owned by a separate business and we were not given the rights to count cars Lot 004 Floor 2 - 1 Motorcycle illegally parked from 12pm-2pm (excluded in the occupancy count) Lot 004 Floor 3 - 1 Motorcycle illegally parked from 10am-2pm (excluded in the occupancy count) Lot 004
241 N Canon
Lower Level
Time Entries Exits Present Space Avail % Occupancy Time Entries Exits Present Space Avail % Occupancy 2/16/2022 6:00 1 0 1 69 1% 2/19/2022 6:00 0 0 0 70 0%
2/16/2022 7:00 0 1 0 70 0% 2/19/2022 7:00 1 0 1 69 1%
2/16/2022 8:00 0 0 0 70 0% 2/19/2022 8:00 2 0 3 67 4%
2/16/2022 9:00 3 0 3 67 4% 2/19/2022 9:00 3 2 4 66 6%
2/16/2022 10:00 4 2 5 65 7% 2/19/2022 10:00 9 2 11 59 16% 2/16/2022 11:00 13 7 11 59 16% 2/19/2022 11:00 11 3 19 51 27% 2/16/2022 12:00 17 11 17 53 24% 2/19/2022 12:00 27 11 35 35 50% 2/16/2022 13:00 34 27 24 46 34% 2/19/2022 13:00 21 20 36 34 51% 2/16/2022 14:00 23 18 29 41 41% 2/19/2022 14:00 22 19 39 31 56% 2/16/2022 15:00 16 17 28 42 40% 2/19/2022 15:00 32 32 39 31 56% 2/16/2022 16:00 20 14 34 36 49% 2/19/2022 16:00 24 29 34 36 49% 2/16/2022 17:00 15 20 29 41 41% 2/19/2022 17:00 29 20 43 27 61% 2/16/2022 18:00 9 10 28 42 40% 2/19/2022 18:00 20 26 37 33 53% 2/16/2022 19:00 6 4 30 40 43% 2/19/2022 19:00 14 19 32 38 46% 2/16/2022 20:00 8 5 33 37 47% 2/19/2022 20:00 19 11 40 30 57% 2/16/2022 21:00 1 5 29 41 41% 2/19/2022 21:00 8 5 43 27 61% 2/16/2022 22:00 0 1 28 42 40% 2/19/2022 22:00 1 6 38 32 54% 2/16/2022 23:00 1 8 21 49 30% 2/19/2022 23:00 1 14 25 45 36% 171 150 244 219
Time Entries Exits Present Space Avail % Occupancy Time Entries Exits Present Space Avail % Occupancy 2/16/2022 6:00 0 0 0 70 0% 2/19/2022 6:00 0 0 0 70 0%
2/16/2022 7:00 1 0 1 69 1% 2/19/2022 7:00 0 0 0 70 0%
2/16/2022 8:00 2 1 2 68 3% 2/19/2022 8:00 0 0 0 70 0%
2/16/2022 9:00 3 0 5 65 7% 2/19/2022 9:00 2 0 2 68 3%
2/16/2022 10:00 8 5 8 62 11% 2/19/2022 10:00 0 0 2 68 3% 2/16/2022 11:00 19 7 20 50 29% 2/19/2022 11:00 3 1 4 66 6% 2/16/2022 12:00 11 13 18 52 26% 2/19/2022 12:00 11 3 12 58 17% 2/16/2022 13:00 9 8 19 51 27% 2/19/2022 13:00 11 4 19 51 27% 2/16/2022 14:00 11 8 22 48 31% 2/19/2022 14:00 16 13 22 48 31% 2/16/2022 15:00 15 16 21 49 30% 2/19/2022 15:00 11 12 21 49 30% 2/16/2022 16:00 7 9 19 51 27% 2/19/2022 16:00 13 13 21 49 30% 2/16/2022 17:00 9 11 17 53 24% 2/19/2022 17:00 12 10 23 47 33% 2/16/2022 18:00 10 14 13 57 19% 2/19/2022 18:00 5 9 19 51 27% 2/16/2022 19:00 12 11 14 56 20% 2/19/2022 19:00 8 14 13 57 19% 2/16/2022 20:00 2 3 13 57 19% 2/19/2022 20:00 12 7 18 52 26% 2/16/2022 21:00 0 9 4 66 6% 2/19/2022 21:00 4 3 19 51 27% 2/16/2022 22:00 0 2 2 68 3% 2/19/2022 22:00 0 10 9 61 13% 2/16/2022 23:00 0 0 2 68 3% 2/19/2022 23:00 0 5 4 66 6% 119 117 108 104
Lower Levels Only Water proofing proj, uppr levels clsd Time Entries Exits Present Space Avail % Occupancy Time Entries Exits Present Space Avail % Occupancy 2/16/2022 6:00 0 2 0 47 0% 2/19/2022 6:00 0 1 0 47 0%
2/16/2022 7:00 1 0 1 46 2% 2/19/2022 7:00 1 0 1 46 2%
2/16/2022 8:00 3 0 4 43 9% 2/19/2022 8:00 0 1 0 47 0%
2/16/2022 9:00 4 1 7 40 15% 2/19/2022 9:00 2 0 2 45 4%
2/16/2022 10:00 15 6 16 31 34% 2/19/2022 10:00 6 2 6 41 13% 2/16/2022 11:00 13 12 17 30 36% 2/19/2022 11:00 10 6 10 37 21% 2/16/2022 12:00 19 12 24 23 51% 2/19/2022 12:00 16 9 17 30 36% 2/16/2022 13:00 7 9 22 25 47% 2/19/2022 13:00 7 8 16 31 34% 2/16/2022 14:00 13 11 24 23 51% 2/19/2022 14:00 7 5 18 29 38% 2/16/2022 15:00 11 16 19 28 40% 2/19/2022 15:00 15 8 25 22 53% 2/16/2022 16:00 14 13 20 27 43% 2/19/2022 16:00 17 17 25 22 53% 2/16/2022 17:00 6 15 11 36 23% 2/19/2022 17:00 10 14 21 26 45% 2/16/2022 18:00 7 8 10 37 21% 2/19/2022 18:00 6 9 18 29 38% 2/16/2022 19:00 6 4 12 35 26% 2/19/2022 19:00 14 14 18 29 38% 2/16/2022 20:00 1 0 13 34 28% 2/19/2022 20:00 2 2 18 29 38% 2/16/2022 21:00 1 1 13 34 28% 2/19/2022 21:00 1 1 18 29 38% 2/16/2022 22:00 0 2 11 36 23% 2/19/2022 22:00 1 5 14 33 30% 2/16/2022 23:00 0 3 8 39 17% 2/19/2022 23:00 0 4 10 37 21% 121 115 115 106
SM-1 485 Beverly Drive SM-1 485 Beverly Drive
SM-2 485 Rodeo Drive SM-2 485 Rodeo Drive
SM-3 485 Camden Drive SM-3 485 Camden Drive
Time Entries Exits Present Space Avail % Occupancy Time Entries Exits Present Space Avail % Occupancy 3/16/2022 6:00 0 0 0 70 0% 3/19/2022 6:00 0 0 0 70 0%
3/16/2022 7:00 3 1 2 68 3% 3/19/2022 7:00 0 0 0 70 0%
3/16/2022 8:00 3 2 3 67 4% 3/19/2022 8:00 7 2 5 65 7%
3/16/2022 9:00 11 4 10 60 14% 3/19/2022 9:00 14 5 14 56 20% 3/16/2022 10:00 18 8 20 50 29% 3/19/2022 10:00 21 10 25 45 36% 3/16/2022 11:00 33 31 22 48 31% 3/19/2022 11:00 39 27 37 33 53% 3/16/2022 12:00 30 18 34 36 49% 3/19/2022 12:00 41 32 46 24 66% 3/16/2022 13:00 38 30 42 28 60% 3/19/2022 13:00 37 40 43 27 61% 3/16/2022 14:00 39 42 39 31 56% 3/19/2022 14:00 46 33 56 14 80% 3/16/2022 15:00 34 31 42 28 60% 3/19/2022 15:00 39 37 58 12 83% 3/16/2022 16:00 26 28 40 30 57% 3/19/2022 16:00 37 41 54 16 77% 3/16/2022 17:00 21 22 39 31 56% 3/19/2022 17:00 31 37 48 22 69% 3/16/2022 18:00 14 22 31 39 44% 3/19/2022 18:00 23 26 45 25 64% 3/16/2022 19:00 15 9 37 33 53% 3/19/2022 19:00 14 13 46 24 66% 3/16/2022 20:00 8 6 39 31 56% 3/19/2022 20:00 6 9 43 27 61% 3/16/2022 21:00 2 7 34 36 49% 3/19/2022 21:00 2 6 39 31 56% 3/16/2022 22:00 1 9 26 44 37% 3/19/2022 22:00 2 5 36 34 51% 3/16/2022 23:00 0 7 19 51 27% 3/19/2022 23:00 0 8 28 42 40% 296 277 359 331
Time Entries Exits Present Space Avail % Occupancy Time Entries Exits Present Space Avail % Occupancy 3/16/2022 6:00 1 1 1 69 1% 3/19/2022 6:00 0 0 0 70 0%
3/16/2022 7:00 3 0 4 66 6% 3/19/2022 7:00 0 0 0 70 0%
3/16/2022 8:00 7 3 8 62 11% 3/19/2022 8:00 2 0 2 68 3%
3/16/2022 9:00 8 3 13 57 19% 3/19/2022 9:00 3 1 4 66 6% 3/16/2022 10:00 22 9 26 44 37% 3/19/2022 10:00 13 5 12 58 17% 3/16/2022 11:00 24 22 28 42 40% 3/19/2022 11:00 14 16 10 60 14% 3/16/2022 12:00 21 18 31 39 44% 3/19/2022 12:00 12 7 15 55 21% 3/16/2022 13:00 17 16 32 38 46% 3/19/2022 13:00 10 11 14 56 20% 3/16/2022 14:00 16 16 32 38 46% 3/19/2022 14:00 23 19 18 52 26% 3/16/2022 15:00 20 26 26 44 37% 3/19/2022 15:00 26 16 28 42 40% 3/16/2022 16:00 12 26 12 58 17% 3/19/2022 16:00 14 19 23 47 33% 3/16/2022 17:00 11 11 12 58 17% 3/19/2022 17:00 19 14 28 42 40% 3/16/2022 18:00 6 10 8 62 11% 3/19/2022 18:00 15 17 26 44 37% 3/16/2022 19:00 6 5 9 61 13% 3/19/2022 19:00 7 15 18 52 26% 3/16/2022 20:00 2 6 5 65 7% 3/19/2022 20:00 4 7 15 55 21% 3/16/2022 21:00 1 3 3 67 4% 3/19/2022 21:00 0 4 11 59 16% 3/16/2022 22:00 0 2 1 69 1% 3/19/2022 22:00 0 4 7 63 10% 3/16/2022 23:00 0 0 1 69 1% 3/19/2022 23:00 1 3 5 65 7% 177 177 163 158
Time Entries Exits Present Space Avail % Occupancy Time Entries Exits Present Space Avail % Occupancy 3/16/2022 6:00 2 1 2 45 4% 3/19/2022 6:00 2 0 2 45 4%
3/16/2022 7:00 2 0 4 43 9% 3/19/2022 7:00 0 1 1 46 2%
3/16/2022 8:00 4 1 7 40 15% 3/19/2022 8:00 0 1 0 47 0%
3/16/2022 9:00 4 2 9 38 19% 3/19/2022 9:00 8 1 7 40 15% 3/16/2022 10:00 20 10 19 28 40% 3/19/2022 10:00 13 5 15 32 32% 3/16/2022 11:00 18 17 20 27 43% 3/19/2022 11:00 10 13 12 35 26% 3/16/2022 12:00 19 14 25 22 53% 3/19/2022 12:00 15 16 11 36 23% 3/16/2022 13:00 13 14 24 23 51% 3/19/2022 13:00 10 8 13 34 28% 3/16/2022 14:00 18 22 20 27 43% 3/19/2022 14:00 11 10 14 33 30% 3/16/2022 15:00 13 10 23 24 49% 3/19/2022 15:00 15 7 22 25 47% 3/16/2022 16:00 9 16 16 31 34% 3/19/2022 16:00 10 13 19 28 40% 3/16/2022 17:00 8 8 16 31 34% 3/19/2022 17:00 8 14 13 34 28% 3/16/2022 18:00 6 4 18 29 38% 3/19/2022 18:00 7 9 11 36 23% 3/16/2022 19:00 3 5 16 31 34% 3/19/2022 19:00 3 5 9 38 19% 3/16/2022 20:00 1 4 13 34 28% 3/19/2022 20:00 0 1 8 39 17% 3/16/2022 21:00 1 2 12 35 26% 3/19/2022 21:00 0 1 7 40 15% 3/16/2022 22:00 0 6 6 41 13% 3/19/2022 22:00 2 2 7 40 15% 3/16/2022 23:00 0 3 3 44 6% 3/19/2022 23:00 0 5 2 45 4% 141 139 114 112
SM-1 485 Beverly Drive SM-1 485 Beverly Drive
SM-2 485 Rodeo Drive SM-2 485 Rodeo Drive
SM-3 485 Camden Drive SM-3 485 Camden Drive
kimley-horn.com 660 South Figueroa Street, Suite 2050, Los Angeles, CA 90017 213 261 4040 156675960.12
Appendix N – In Lieu Parking Approvals List
Updated: April 22, 2022
Project, Owner, or
Tenant
Address # of In-Lieu
Spaces
Approved
Approval
Date
Current Project
Status
Notes
Cartier 370 N. Rodeo 44 8/9/2018 1-year time extension
approved on 11/18/21.

Original Approval:

PC Reso 1853 (PL1714156)
Time Extension:

PC Reso 1964 (PL2100010)
Van Cleef & Arpels 300 N. Rodeo 1 12/10/2020 No building permits issued, assuming not
operational.

PC Reso 1931 (PL2000278)
Bulgari 401 N. Rodeo 2 12/10/2020 No Architectural Review or Building Permits on
record, assuming not
operational.

PC Reso 1929 (PL2000148)
Louis Vuitton Men’s 420 N. Rodeo 5 10/28/2021 TI Building Permit issued, currently under
construction. Not yet
operational.

PC Reso 1961 (PL2100131)
Site previously had 6 on-site spaces and
8 in-lieu spaces. After completion, will
have 5 on-site and a total of 13 in-lieu.

Loss of one on-site space due to adding
an ADA space.

Loro Piana 455 N. Rodeo 4 12/9/2021 No building permits issued, assuming not
operational.

PC Reso 1968 (PL2100330)
SVAP II North Beverly, LLC 317 N. Beverly 28 11/18/2021 In plan check, no building permits issued, assuming
not operational.

PC Reso 1965 (PL2100010)
Request included ZTA for alternative
parking facility, which was approved by
Council on 2/8/2022.

Total Approved, Non-Operational: 84
Attachment 20
Kimley Horn In Lieu Parking Study
Dated 5.18.22

kimley-horn.com 660 South Figueroa Street, Suite 2050, Los Angeles, CA 90017 213 261 4040 156675960.14

TECHNICAL MEMORANDUM
To: Jill Wagner, Gruen Associates
From:

Matt Stewart, P.E.

Sri Chakravarthy, P.E. T.E.

Kimley-Horn and Associates, Inc.

Date: May 18, 2022
Subject: In-Lieu Parking Analysis Supplemental Memo – Cheval Blanc Hotel in the City of Beverly Hills, CA

IN-LIEU PARKING STUDY SUPPLEMENTAL ANALYSIS
This memorandum provides a supplemental analysis for the in-lieu parking study that was described in the May 6, 2022 version of the Parking Demand Analysis study (“Study”) for the Cheval Blanc Hotel Project in the City of Beverly Hills, CA.

The Study included parking occupancy data collected at five public parking structures in November 2019 (parking structures #3 and #4) and February-March 2022 (parking structures #13, #14, and #15).

The Study showed that on a typical weekday and typical weekend, there is a surplus of parking stalls in the studied City public parking structures of 314 stalls. The available parking storage (314) exceeded the number of stalls required to be provided by the Project (33).

Following completion of the Study, one additional parking structure was added as a study parking lot (parking structure #6, 438 Beverly – 439 Canon) and new parking occupancy data was collected at parking structures #3, #4, and #6 on a typical weekday and typical weekend day in May 2022. The Cityowned parking structures to be studied were presented to the City and confirmed by City staff on April 29, 2022. The six study parking structures are summarized in Table 1.

Table 1 – Beverly Hills Study Public Parking Structures Parking Structure Address
3 9510 Brighton Way
4 440 North Camden Drive
6 438 Beverly – 439 Canon
13 SM-1
14 SM-2
15 SM-3 (485 North Camden Drive)
Inventory of the parking supply at the six nearby parking structures was conducted in 2022. The parking stall inventory for each of these parking structures are tabulated in Table 2. The cumulative existing inventory for the six nearby City owned parking structures as of April 2022 is 1,192 parking stalls.

kimley-horn.com 660 South Figueroa Street, Suite 2050, Los Angeles, CA 90017 213 261 4040 156675960.14
Table 2 – Public Parking Inventory (2022)
Parking Lot # Stalls1
3 234
4 379
6 392
13 70
14 70
15 47
Total 1,192
1 Inventory includes spaces available for public parking during most recent data collection period
In-lieu Parking Study Occupancy
Parking occupancy for the six parking garages was determined based on data collected at various times for weekdays and weekend days in February to May 2022. The data shows the demand for a typical weekday and weekend, respectively.

Shops on Rodeo Drive are typically open from 10:00 AM to 6:00 PM on Monday to Saturday and from 12:00 PM to 5:00 PM on Sundays. Other land uses like hotels and restaurants are open later. Hence, parking occupancy data was collected manually every hour from 9:00 AM to 9:00 PM on a weekday and Saturday. It is noted that observation of peak parking demand is the primary objective of a parking occupancy survey; peak parking hours do not occur between 9:00 PM and 9:00 AM. Therefore, data was collected from 9:00 AM to 9:00 PM to determine the peak parking accumulation.

Table 3: Observed Parking Occupancy for the Studied Beverly Hills Public Parking Structures (Most recent data)
Time of Day Weekday Occupancy Weekend Occupancy
Stalls Percentage Stalls Percentage
9:00 AM 217 18% 217 18%
10:00 AM 434 36% 323 27%
11:00 AM 699 59% 454 38%
12:00 PM 804 67% 608 51%
1:00 PM 823 69% 681 57%
2:00 PM 807 68% 657 55%
3:00 PM 738 62% 664 56%
4:00 PM 684 57% 586 49%
5:00 PM 618 52% 484 41%
6:00 PM 525 44% 451 38%
7:00 PM 421 35% 364 31%
8:00 PM 302 25% 325 27%
9:00 PM 188 16% 306 26%
Note: Shaded - Peak parking occupancy.

Note: Total inventory: 1,192 spaces

kimley-horn.com 660 South Figueroa Street, Suite 2050, Los Angeles, CA 90017 213 261 4040 156675960.14
As shown in Table 3, during the weekday, the peak occupancy occurs at 1:00 P.M. with 69 percent of the total parking stalls in the six studied garages occupied. On a regular weekend, the peak parking demand at these garages is at 1:00 P.M. with 57 percent of the parking stalls occupied.

The surplus of parking stalls in the studied City public parking structures is 369 stalls. According to the City, there are a total of 83 approved but non-operational in-lieu spaces. Therefore, the surplus of available in-lieu parking stalls may be as low as 286 stalls.

Nonetheless, the available parking storage (286) exceeds the number of new stalls required to be provided by the Project (33).

In addition to the new data, historical parking occupancy data was reviewed for the study parking structures for which historical data was available. Parking occupancy was tabulated based on historical counts for city structure lots #3, #4, and #6 based on data from November 2021 and from September 2017.

Parking occupancy with historical data from November 2021 is shown in Table 4 and parking occupancy with historical data from September 2017 is shown in Table 5. When parking occupancy counts were collected in 2021 and 2017, parking inventories were slightly different compared to 2022 due to some additional spaces being closed or open at those times. Parking inventories for each period are listed as footnotes in each table.

Table 4: Observed Parking Occupancy for the Studied Beverly Hills Public Parking Structures (2021 historical data for Parking Structures #3 and #4) Time of Day Weekday Occupancy Weekend Occupancy
Stalls Percentage Stalls Percentage
9:00 AM 184 16% 210 18%
10:00 AM 347 30% 317 27%
11:00 AM 550 47% 461 40%
12:00 PM 610 52% 583 50%
1:00 PM 650 56% 677 58%
2:00 PM 662 57% 661 57%
3:00 PM 603 52% 647 56%
4:00 PM 550 47% 547 47%
5:00 PM 507 44% 480 41%
6:00 PM 393 34% 393 34%
7:00 PM 297 26% 345 30%
8:00 PM 238 20% 330 28%
9:00 PM 195 17% 315 27%
Note: Shaded - Peak parking occupancy.

Note: Total inventory: 1,164 spaces
Note: During the peak parking demand, additional parking spaces were available at City Parking Structure #1 (345 N Beverly), located just over 750’ from the project site, including 65 spaces during the weekday at 2 PM

kimley-horn.com 660 South Figueroa Street, Suite 2050, Los Angeles, CA 90017 213 261 4040 156675960.14
Table 5: Observed Parking Occupancy for the Studied Beverly Hills Public Parking Structures (2017 historical data for Parking Structures #3, #4, and #6) Time of Day Weekday Weekend
Stalls Percentage Stalls Percentage
9:00 AM 32 3% 20 2%
10:00 AM 632 53% 484 40%
11:00 AM 828 69% 665 56%
12:00 PM 954 80% 780 65%
1:00 PM 969 81% 805 67%
2:00 PM 968 81% 846 71%
3:00 PM 824 69% 811 68%
4:00 PM 694 58% 764 64%
5:00 PM 489 41% 653 55%
6:00 PM 332 28% 442 37%
7:00 PM 62 5% 82 7%
8:00 PM 57 5% 76 6%
9:00 PM 49 4% 68 6%
Note: Shaded - Peak parking occupancy.

Note: Total inventory: 1,196 spaces
Note: During the peak parking demand, additional parking spaces were available at City Parking Structure #1 (345 N Beverly), located just over 750’ from the project site, including 70 spaces during the weekday at 1 PM and 36 spaces during the weekend at 2 PM.

As shown in Table 4 and Table 5, sufficient surplus parking was available at the study parking structures in both 2017 and 2021.
kimley-horn.com 660 South Figueroa Street, Suite 2050, Los Angeles, CA 90017 213 261 4040 156675960.14
Appendix A – Beverly Hills Parking Structure Parking Occupancy City Parking
Structure # 13 14 15
Parking Lot
Address
SM-1
485 Beverly
SM-2
485 Rodeo
SM-3
485 Camden
Count Date Tuesday,
5/10/22
Wednesday,
11/10/21
Tuesday,
9/19/17
Tuesday,
5/10/22
Wednesday,
11/10/21
Tuesday,
9/19/17
Tuesday,
5/10/22
Tuesday,
9/19/17
Wednesday,
3/16/22
Wednesday,
3/16/22
Wednesday,
3/16/22
Wednesday,
11/10/2021
Tuesday,
9/19/17
Source Cheval Blanc
Study Dior Study Cartier Study Cheval BlancStudy Dior Study Cartier Study Cheval BlancStudy Cartier Study Dior Study Cartier Study Inventory 234 240 250 379 345 361 392 398 70 70 47 172 281 1192 1164 1196 9:00 AM 42 36 - 82 55 - 61 - 10 13 9 22 - 1192 217 18% 975 83 1164 184 16% 980 83 1196 32 3% 1164 83 10:00 AM 79 76 120 167 83 270 123 177 20 26 19 57 58 1192 434 36% 758 83 1164 347 30% 817 83 1196 632 53% 564 83 11:00 AM 129 115 195 234 99 311 266 252 22 28 20 116 106 1192 699 59% 493 83 1164 550 47% 614 83 1196 828 69% 368 83 12:00 PM 150 145 229 283 94 307 281 328 34 31 25 127 149 1192 804 67% 388 83 1164 610 52% 554 83 1196 954 80% 242 83 1:00 PM 160 153 218 266 100 277 299 376 42 32 24 128 211 1192 823 69% 369 83 286 1164 650 56% 514 83 1196 969 81% 227 83 144 2:00 PM 165 172 212 237 85 277 314 388 39 32 20 107 233 1192 807 68% 385 83 1164 662 57% 502 83 419 1196 968 81% 228 83 3:00 PM 163 188 178 236 76 251 248 304 42 26 23 76 189 1192 738 62% 454 83 1164 603 52% 561 83 1196 824 69% 372 83 4:00 PM 155 174 150 221 68 195 240 281 40 12 16 58 146 1192 684 57% 508 83 1164 550 47% 614 83 1196 694 58% 502 83 5:00 PM 134 155 127 187 55 118 230 177 39 12 16 43 107 1192 618 52% 574 83 1164 507 44% 657 83 1196 489 41% 707 83 6:00 PM 98 90 64 153 29 66 217 145 31 8 18 42 76 1192 525 44% 667 83 1164 393 34% 771 83 1196 332 28% 864 83 7:00 PM 62 35 - 107 10 - 190 - 37 9 16 43 - 1192 421 35% 771 83 1164 297 26% 867 83 1196 62 5% 1134 83 8:00 PM 37 21 - 55 7 - 153 - 39 5 13 38 - 1192 302 25% 890 83 1164 238 20% 926 83 1196 57 5% 1139 83 9:00 PM 0 13 - 9 3 - 130 - 34 3 12 24 - 1192 188 16% 1004 83 1164 195 17% 969 83 1196 49 4% 1147 83 City Parking 13 14 15
Parking Lot
Address
SM-1
485 Beverly
SM-2
485 Rodeo
SM-3
485 Camden
Count Date Saturday,
5/7/22
Saturday,
11/13/21
Saturday,
9/16/17
Saturday,
5/7/22
Saturday,
11/13/21
Saturday,
9/16/17
Saturday,
5/7/22
Saturday,
9/16/17
Saturday,
3/19/22
Saturday,
3/19/22
Saturday,
2/19/22
Saturday,
11/13/2021
Saturday,
9/16/17
Source Cheval Blanc
Study Dior Study Cartier Study Cheval BlancStudy Dior Study Cartier Study Cheval BlancStudy Cartier Study Dior Study Cartier Study Inventory 234 240 250 379 345 361 392 398 70 70 47 172 281 1192 1192 1164 1164 1196 1196 9:00 AM 39 36 - 59 55 - 99 - 14 4 2 - - 1192 217 18% 975 83 1164 210 18% 954 83 1196 20 2% 1176 83 10:00 AM 75 76 76 90 83 207 115 158 25 12 6 - 83 1192 323 27% 869 83 1164 317 27% 847 83 1196 484 40% 712 83 11:00 AM 101 115 124 106 99 233 190 251 37 10 10 - 31 1192 454 38% 738 83 1164 461 40% 703 83 1196 665 56% 531 83 12:00 PM 157 145 155 107 94 225 266 322 46 15 17 - 167 1192 608 51% 584 83 1164 583 50% 581 83 1196 780 65% 416 83 1:00 PM 162 153 163 95 100 222 351 347 43 14 16 - 205 1192 681 57% 511 83 428 1164 677 58% 487 83 404 1196 805 67% 391 83 2:00 PM 165 172 183 88 85 218 312 353 56 18 18 - 245 1192 657 55% 535 83 1164 661 57% 503 83 1196 846 71% 350 83 267 3:00 PM 195 188 196 86 76 214 272 290 58 28 25 30 237 1192 664 56% 528 83 1164 647 56% 517 83 1196 811 68% 385 83 4:00 PM 207 174 171 74 68 201 203 290 54 23 25 72 188 1192 586 49% 606 83 1164 547 47% 617 83 1196 764 64% 432 83 5:00 PM 151 155 147 63 55 175 173 234 48 28 21 91 178 1192 484 41% 708 83 1164 480 41% 684 83 1196 653 55% 543 83 6:00 PM 139 90 103 38 29 54 185 196 45 26 18 79 113 1192 451 38% 741 83 1164 393 34% 771 83 1196 442 37% 754 83 7:00 PM 46 35 - 18 10 - 218 - 46 18 18 56 - 1192 364 31% 828 83 1164 345 30% 819 83 1196 82 7% 1114 83 8:00 PM 17 21 - 6 7 - 226 - 43 15 18 42 - 1192 325 27% 867 83 1164 330 28% 834 83 1196 76 6% 1120 83 9:00 PM 5 13 - 2 3 - 231 - 39 11 18 27 - 1192 306 26% 886 83 1164 315 27% 849 83 1196 68 6% 1128 83 Most Current Data
Table 3
2021 Data for Structures #3 and #4
Table 4
(A)
Inventory
2017 Data for Structures #3, #4, and #6
Table 5
(A)
Inventory
(A)
Inventory
(A)
Inventory
(A)
Inventory
2017 Data for Structures #3, #4, and #6
Table 5
2021 Data for Structures #3 and #4
Table 4
Weekday
Saturday
6 438 Beverly - 439 Canon
1 (A)
Inventory
Most Current Data
Table 3
(B)
Occupancy (#)
(C)
Occupancy
(%)
(D)
Surplus
(#)
345 N Beverly
(Not included)
4 440 Camden
9510 Brighton
4 440 Camden
3 (B)
Occupancy (#)
(C)
Occupancy
(%)
(D)
Surplus
(#)
(F) = (D) - (E)
Available
Parking
Storage
(E)
Approved, NonOperational
Spaces
(#)
1 345 N Beverly
6 438 Beverly - 439 Canon (B)
Occupancy
(#)
(C)
Occupancy
(%)
(D)
Surplus
(#)
(C)
Occupancy
(%)
(D)
Surplus
(#)
(E)
Approved, NonOperational
Spaces
(#)
(F) = (D) - (E)
Available
Parking
Storage
(F) = (D) - (E)
Available
Parking
Storage
(B)
Occupancy
(#)
(C)
Occupancy
(%)
(D)
Surplus
(#)
(E)
Approved, Non-Operational
Spaces
(#)
(F) = (D) - (E)
Available Parking
Storage
(E)
Approved, NonOperational
Spaces
(#)
(E)
Approved, Non-Operational
Spaces
(#)
(F) = (D) - (E)
Available Parking
Storage
(B)
Occupancy (#)
(B)
Occupancy (#)
(C)
Occupancy
(%)
(D)
Surplus
(#)
(E)
Approved, NonOperational
Spaces
(#)
(F) = (D) - (E)
Available
Parking
Storage
3 9510 Brighton
Project: 22-020149 Date: 5/10/2022
City: Beverly Hills, CA Day: Tuesday
Area Level Space Type Space 9:00 AM 10:00 AM 11:00 AM 12:00 AM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM Regular 63 17 26 57 60 63 63 63 63 63 62 55 51 43
Handicap 5 0 1 4 5 5 5 5 5 5 4 3 2 2
Electrical Vehicle 4 1 2 4 4 4 4 4 3 4 3 3 1 1
Regular 103 20 42 99 103 102 103 103 103 103 100 89 77 69 Handicap 3 0 2 3 3 3 3 3 2 3 2 2 1 1
Floor 3 Regular 108 21 46 95 100 95 83 54 50 41 38 36 20 14 Floor 4 Regular 106 2 4 4 6 27 53 16 14 11 8 2 1 0
Regular 18 10 15 18 18 18 17 17 18 15 15 13 10 6
Small Car Parking 8 0 0 0 0 0 0 0 0 0 0 0 0 0
Electrical Vehicle 4 1 2 4 4 4 3 4 4 4 3 2 1 0
Regular 29 10 20 25 27 27 24 27 25 21 18 11 6 0
Handicap 2 0 1 2 2 2 2 1 1 1 0 0 0 0
Small Car Only 15 5 10 13 13 14 10 12 12 11 9 7 5 0
Compact 8 3 6 8 8 8 7 8 8 8 7 4 1 0
Regular 36 15 20 23 35 35 33 30 30 27 23 16 8 0
Handicap 2 0 1 2 2 2 1 0 0 0 1 1 0 0
Small Car Parking 22 4 11 17 20 20 19 21 18 15 15 11 7 0 Regular 36 7 16 30 36 36 34 27 26 21 16 13 9 3
Handicap 2 0 1 2 2 2 1 1 0 0 0 0 0 0
Small Car Parking 24 9 19 21 20 16 13 18 17 13 10 7 2 0 Regular 37 5 13 21 33 29 24 25 18 13 10 9 3 0
Handicap 1 0 0 0 0 0 0 0 0 0 0 0 0 0
Small Car Parking 24 3 10 15 19 16 14 17 16 14 10 7 2 0 Regular 46 9 18 25 27 26 25 19 19 16 11 5 1 0
Handicap 1 0 1 1 1 1 1 0 0 0 0 0 0 0
Small Car Parking 38 1 2 5 10 5 4 5 5 4 2 0 0 0
Compact 26 0 1 2 6 5 5 4 4 4 3 1 0 0
Regular 20 11 16 20 20 20 20 20 20 20 17 13 8 -
Handicap 2 0 1 2 1 2 2 2 2 2 2 1 1 -
Small Car Only 1 0 0 1 1 1 1 1 1 1 1 0 0 -
Electric Vehicle 4 1 2 3 3 4 3 4 4 4 3 2 2 -
Regular 51 13 23 47 51 51 51 50 46 38 25 12 6 -
Handicap 1 0 1 1 1 1 1 1 0 1 1 0 0 -
Regular 52 10 22 36 40 42 43 43 45 45 31 22 16 -
Handicap 1 0 0 0 0 1 1 1 0 0 0 0 0 -
Regular 44 6 10 15 27 31 36 36 33 20 17 11 4 -
Handicap 1 1 1 1 1 1 1 1 1 1 0 0 0 -
Floor 6 Regular 57 0 3 3 5 6 6 4 3 2 1 1 0 -
Notes: Lot 002 - Floor 1: "Small Car Parking" spaces were chained off during inventory Lot 003 - Floor 3: 4 Regular spaces and 1 Handicap space were fenced off (excluded in the inventory) Lot 003 - Floor 4: 4 Regular spaces and 1 Handicap space were fenced off (excluded in the inventory) Lot 003 - Floor 5: 4 Regular spaces and 1 Handicap space were fenced off (excluded in the inventory) Lot 003 - Parking structure closed at 9:00pm
Floor 5
Floor 6
PKG 003
9510 Brighton
Floor 2
Floor 3
Floor 4
Floor 5
PKG 002
440 N Camden
Floor 1
Floor 2
Floor 3
Floor 4
Prepared by National Data & Surveying Services
Parking Study
PKG 001
438 N Beverly Dr
Floor 1
Floor 2
Parking Count Analysis(Tues - Cheval Blanc).xls 5/18/2022 Project: 22-020149 Date: 5/7/2022
City: Beverly Hills, CA Day: Saturday
Area Level Space Type Space 9:00 AM 10:00 AM 11:00 AM 12:00 AM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM Regular 63 45 52 60 61 63 63 59 55 62 63 63 63 60
Handicap 5 2 1 3 5 5 5 4 4 5 5 5 5 5
Electrical Vehicle 4 1 0 2 2 2 3 1 1 3 2 3 4 2
Regular 103 47 57 96 102 102 101 100 76 78 97 101 95 100 Handicap 3 1 1 1 3 3 2 2 2 2 3 3 2 3
Floor 3 Regular 108 3 3 28 90 97 86 77 52 20 14 42 56 60 Floor 4 Regular 106 0 1 0 3 79 52 29 13 3 1 1 1 1
Regular 18 13 13 18 18 18 18 17 12 16 11 6 3 1
Small Car Parking 8 0 0 0 0 1 1 0 0 0 0 0 0 0
Electrical Vehicle 4 1 1 1 1 2 2 0 0 0 0 0 0 0
Regular 29 25 29 29 29 25 29 24 20 16 10 3 1 0
Handicap 2 1 1 1 2 1 0 0 0 0 0 0 0 0
Small Car Only 15 4 10 12 12 8 5 9 10 8 4 1 1 0
Compact 8 3 8 8 7 7 6 7 6 2 0 0 0 0
Regular 36 5 13 19 22 14 13 13 12 11 7 2 1 1
Handicap 2 0 0 1 1 0 0 0 0 0 0 0 0 0
Small Car Parking 22 1 6 7 5 9 5 6 4 2 1 1 0 0
Regular 36 3 4 4 4 4 4 4 4 2 2 2 0 0
Handicap 2 0 0 0 0 0 0 0 0 0 0 0 0 0
Small Car Parking 24 0 1 2 2 3 2 2 2 2 0 0 0 0
Regular 37 1 1 1 1 1 1 1 1 1 1 1 0 0
Handicap 1 0 0 0 0 0 0 0 0 0 0 0 0 0
Small Car Parking 24 0 0 0 0 0 0 0 0 0 0 0 0 0
Regular 46 2 3 3 3 2 2 3 3 3 2 2 0 0
Handicap 1 0 0 0 0 0 0 0 0 0 0 0 0 0
Small Car Parking 38 0 0 0 0 0 0 0 0 0 0 0 0 0
Compact 26 0 0 0 0 0 0 0 0 0 0 0 0 0
Regular 20 20 20 20 20 20 20 20 20 19 20 17 11 4
Handicap 2 1 2 2 2 1 2 1 2 2 1 0 0 0
Small Car Only 1 1 1 1 1 1 1 1 1 1 1 0 0 0
Electric Vehicle 4 1 3 2 3 2 4 2 3 4 2 1 1 0
Regular 51 11 36 51 51 50 50 51 51 51 50 12 3 1
Handicap 1 0 0 1 1 1 1 1 1 1 1 0 0 0
Regular 52 3 7 19 52 49 46 52 51 39 40 10 1 0
Handicap 1 0 0 0 1 1 0 1 1 1 1 1 0 0
Regular 44 2 4 4 24 32 37 44 43 16 12 5 1 0
Handicap 1 0 0 0 1 1 0 1 1 0 0 0 0 0
Floor 6 Regular 57 0 2 1 1 4 4 21 33 17 11 0 0 0
Notes: Lot 002 - Floor 1: "Small Car Parking" spaces were chained off during inventory Lot 003 - Floor 3: 4 Regular spaces and 1 Handicap space were fenced off (excluded in the inventory) Lot 003 - Floor 4: 4 Regular spaces and 1 Handicap space were fenced off (excluded in the inventory) Lot 003 - Floor 5: 4 Regular spaces and 1 Handicap space were fenced off (excluded in the inventory) Floor 5
Floor 6
PKG 003
9510 Brighton
Floor 2
Floor 3
Floor 4
Floor 5
PKG 002
440 N Camden
Floor 1
Floor 2
Floor 3
Floor 4
Prepared by National Data & Surveying Services
Parking Study
PKG 001
438 N Beverly Dr
Floor 1
Floor 2
Parking Count Analysis(Sat - Cheval Blanc).xls 5/18/2022 Time Entries Exits Present Space Avail % Occupancy Time Entries Exits Present Space Avail % Occupancy 2/16/2022 6:00 1 0 1 69 1% 2/19/2022 6:00 0 0 0 70 0%
2/16/2022 7:00 0 1 0 70 0% 2/19/2022 7:00 1 0 1 69 1%
2/16/2022 8:00 0 0 0 70 0% 2/19/2022 8:00 2 0 3 67 4%
2/16/2022 9:00 3 0 3 67 4% 2/19/2022 9:00 3 2 4 66 6%
2/16/2022 10:00 4 2 5 65 7% 2/19/2022 10:00 9 2 11 59 16% 2/16/2022 11:00 13 7 11 59 16% 2/19/2022 11:00 11 3 19 51 27% 2/16/2022 12:00 17 11 17 53 24% 2/19/2022 12:00 27 11 35 35 50% 2/16/2022 13:00 34 27 24 46 34% 2/19/2022 13:00 21 20 36 34 51% 2/16/2022 14:00 23 18 29 41 41% 2/19/2022 14:00 22 19 39 31 56% 2/16/2022 15:00 16 17 28 42 40% 2/19/2022 15:00 32 32 39 31 56% 2/16/2022 16:00 20 14 34 36 49% 2/19/2022 16:00 24 29 34 36 49% 2/16/2022 17:00 15 20 29 41 41% 2/19/2022 17:00 29 20 43 27 61% 2/16/2022 18:00 9 10 28 42 40% 2/19/2022 18:00 20 26 37 33 53% 2/16/2022 19:00 6 4 30 40 43% 2/19/2022 19:00 14 19 32 38 46% 2/16/2022 20:00 8 5 33 37 47% 2/19/2022 20:00 19 11 40 30 57% 2/16/2022 21:00 1 5 29 41 41% 2/19/2022 21:00 8 5 43 27 61% 2/16/2022 22:00 0 1 28 42 40% 2/19/2022 22:00 1 6 38 32 54% 2/16/2022 23:00 1 8 21 49 30% 2/19/2022 23:00 1 14 25 45 36% 171 150 244 219
Time Entries Exits Present Space Avail % Occupancy Time Entries Exits Present Space Avail % Occupancy 2/16/2022 6:00 0 0 0 70 0% 2/19/2022 6:00 0 0 0 70 0%
2/16/2022 7:00 1 0 1 69 1% 2/19/2022 7:00 0 0 0 70 0%
2/16/2022 8:00 2 1 2 68 3% 2/19/2022 8:00 0 0 0 70 0%
2/16/2022 9:00 3 0 5 65 7% 2/19/2022 9:00 2 0 2 68 3%
2/16/2022 10:00 8 5 8 62 11% 2/19/2022 10:00 0 0 2 68 3% 2/16/2022 11:00 19 7 20 50 29% 2/19/2022 11:00 3 1 4 66 6% 2/16/2022 12:00 11 13 18 52 26% 2/19/2022 12:00 11 3 12 58 17% 2/16/2022 13:00 9 8 19 51 27% 2/19/2022 13:00 11 4 19 51 27% 2/16/2022 14:00 11 8 22 48 31% 2/19/2022 14:00 16 13 22 48 31% 2/16/2022 15:00 15 16 21 49 30% 2/19/2022 15:00 11 12 21 49 30% 2/16/2022 16:00 7 9 19 51 27% 2/19/2022 16:00 13 13 21 49 30% 2/16/2022 17:00 9 11 17 53 24% 2/19/2022 17:00 12 10 23 47 33% 2/16/2022 18:00 10 14 13 57 19% 2/19/2022 18:00 5 9 19 51 27% 2/16/2022 19:00 12 11 14 56 20% 2/19/2022 19:00 8 14 13 57 19% 2/16/2022 20:00 2 3 13 57 19% 2/19/2022 20:00 12 7 18 52 26% 2/16/2022 21:00 0 9 4 66 6% 2/19/2022 21:00 4 3 19 51 27% 2/16/2022 22:00 0 2 2 68 3% 2/19/2022 22:00 0 10 9 61 13% 2/16/2022 23:00 0 0 2 68 3% 2/19/2022 23:00 0 5 4 66 6% 119 117 108 104
Lower Levels Only Water proofing proj, uppr levels clsd Time Entries Exits Present Space Avail % Occupancy Time Entries Exits Present Space Avail % Occupancy 2/16/2022 6:00 0 2 0 47 0% 2/19/2022 6:00 0 1 0 47 0%
2/16/2022 7:00 1 0 1 46 2% 2/19/2022 7:00 1 0 1 46 2%
2/16/2022 8:00 3 0 4 43 9% 2/19/2022 8:00 0 1 0 47 0%
2/16/2022 9:00 4 1 7 40 15% 2/19/2022 9:00 2 0 2 45 4%
2/16/2022 10:00 15 6 16 31 34% 2/19/2022 10:00 6 2 6 41 13% 2/16/2022 11:00 13 12 17 30 36% 2/19/2022 11:00 10 6 10 37 21% 2/16/2022 12:00 19 12 24 23 51% 2/19/2022 12:00 16 9 17 30 36% 2/16/2022 13:00 7 9 22 25 47% 2/19/2022 13:00 7 8 16 31 34% 2/16/2022 14:00 13 11 24 23 51% 2/19/2022 14:00 7 5 18 29 38% 2/16/2022 15:00 11 16 19 28 40% 2/19/2022 15:00 15 8 25 22 53% 2/16/2022 16:00 14 13 20 27 43% 2/19/2022 16:00 17 17 25 22 53% 2/16/2022 17:00 6 15 11 36 23% 2/19/2022 17:00 10 14 21 26 45% 2/16/2022 18:00 7 8 10 37 21% 2/19/2022 18:00 6 9 18 29 38% 2/16/2022 19:00 6 4 12 35 26% 2/19/2022 19:00 14 14 18 29 38% 2/16/2022 20:00 1 0 13 34 28% 2/19/2022 20:00 2 2 18 29 38% 2/16/2022 21:00 1 1 13 34 28% 2/19/2022 21:00 1 1 18 29 38% 2/16/2022 22:00 0 2 11 36 23% 2/19/2022 22:00 1 5 14 33 30% 2/16/2022 23:00 0 3 8 39 17% 2/19/2022 23:00 0 4 10 37 21% 121 115 115 106
SM-1 485 Beverly Drive SM-1 485 Beverly Drive
SM-2 485 Rodeo Drive SM-2 485 Rodeo Drive
SM-3 485 Camden Drive SM-3 485 Camden Drive
Time Entries Exits Present Space Avail % Occupancy Time Entries Exits Present Space Avail % Occupancy 3/16/2022 6:00 0 0 0 70 0% 3/19/2022 6:00 0 0 0 70 0%
3/16/2022 7:00 3 1 2 68 3% 3/19/2022 7:00 0 0 0 70 0%
3/16/2022 8:00 3 2 3 67 4% 3/19/2022 8:00 7 2 5 65 7%
3/16/2022 9:00 11 4 10 60 14% 3/19/2022 9:00 14 5 14 56 20% 3/16/2022 10:00 18 8 20 50 29% 3/19/2022 10:00 21 10 25 45 36% 3/16/2022 11:00 33 31 22 48 31% 3/19/2022 11:00 39 27 37 33 53% 3/16/2022 12:00 30 18 34 36 49% 3/19/2022 12:00 41 32 46 24 66% 3/16/2022 13:00 38 30 42 28 60% 3/19/2022 13:00 37 40 43 27 61% 3/16/2022 14:00 39 42 39 31 56% 3/19/2022 14:00 46 33 56 14 80% 3/16/2022 15:00 34 31 42 28 60% 3/19/2022 15:00 39 37 58 12 83% 3/16/2022 16:00 26 28 40 30 57% 3/19/2022 16:00 37 41 54 16 77% 3/16/2022 17:00 21 22 39 31 56% 3/19/2022 17:00 31 37 48 22 69% 3/16/2022 18:00 14 22 31 39 44% 3/19/2022 18:00 23 26 45 25 64% 3/16/2022 19:00 15 9 37 33 53% 3/19/2022 19:00 14 13 46 24 66% 3/16/2022 20:00 8 6 39 31 56% 3/19/2022 20:00 6 9 43 27 61% 3/16/2022 21:00 2 7 34 36 49% 3/19/2022 21:00 2 6 39 31 56% 3/16/2022 22:00 1 9 26 44 37% 3/19/2022 22:00 2 5 36 34 51% 3/16/2022 23:00 0 7 19 51 27% 3/19/2022 23:00 0 8 28 42 40% 296 277 359 331
Time Entries Exits Present Space Avail % Occupancy Time Entries Exits Present Space Avail % Occupancy 3/16/2022 6:00 1 1 1 69 1% 3/19/2022 6:00 0 0 0 70 0%
3/16/2022 7:00 3 0 4 66 6% 3/19/2022 7:00 0 0 0 70 0%
3/16/2022 8:00 7 3 8 62 11% 3/19/2022 8:00 2 0 2 68 3%
3/16/2022 9:00 8 3 13 57 19% 3/19/2022 9:00 3 1 4 66 6% 3/16/2022 10:00 22 9 26 44 37% 3/19/2022 10:00 13 5 12 58 17% 3/16/2022 11:00 24 22 28 42 40% 3/19/2022 11:00 14 16 10 60 14% 3/16/2022 12:00 21 18 31 39 44% 3/19/2022 12:00 12 7 15 55 21% 3/16/2022 13:00 17 16 32 38 46% 3/19/2022 13:00 10 11 14 56 20% 3/16/2022 14:00 16 16 32 38 46% 3/19/2022 14:00 23 19 18 52 26% 3/16/2022 15:00 20 26 26 44 37% 3/19/2022 15:00 26 16 28 42 40% 3/16/2022 16:00 12 26 12 58 17% 3/19/2022 16:00 14 19 23 47 33% 3/16/2022 17:00 11 11 12 58 17% 3/19/2022 17:00 19 14 28 42 40% 3/16/2022 18:00 6 10 8 62 11% 3/19/2022 18:00 15 17 26 44 37% 3/16/2022 19:00 6 5 9 61 13% 3/19/2022 19:00 7 15 18 52 26% 3/16/2022 20:00 2 6 5 65 7% 3/19/2022 20:00 4 7 15 55 21% 3/16/2022 21:00 1 3 3 67 4% 3/19/2022 21:00 0 4 11 59 16% 3/16/2022 22:00 0 2 1 69 1% 3/19/2022 22:00 0 4 7 63 10% 3/16/2022 23:00 0 0 1 69 1% 3/19/2022 23:00 1 3 5 65 7% 177 177 163 158
Time Entries Exits Present Space Avail % Occupancy Time Entries Exits Present Space Avail % Occupancy 3/16/2022 6:00 2 1 2 45 4% 3/19/2022 6:00 2 0 2 45 4%
3/16/2022 7:00 2 0 4 43 9% 3/19/2022 7:00 0 1 1 46 2%
3/16/2022 8:00 4 1 7 40 15% 3/19/2022 8:00 0 1 0 47 0%
3/16/2022 9:00 4 2 9 38 19% 3/19/2022 9:00 8 1 7 40 15% 3/16/2022 10:00 20 10 19 28 40% 3/19/2022 10:00 13 5 15 32 32% 3/16/2022 11:00 18 17 20 27 43% 3/19/2022 11:00 10 13 12 35 26% 3/16/2022 12:00 19 14 25 22 53% 3/19/2022 12:00 15 16 11 36 23% 3/16/2022 13:00 13 14 24 23 51% 3/19/2022 13:00 10 8 13 34 28% 3/16/2022 14:00 18 22 20 27 43% 3/19/2022 14:00 11 10 14 33 30% 3/16/2022 15:00 13 10 23 24 49% 3/19/2022 15:00 15 7 22 25 47% 3/16/2022 16:00 9 16 16 31 34% 3/19/2022 16:00 10 13 19 28 40% 3/16/2022 17:00 8 8 16 31 34% 3/19/2022 17:00 8 14 13 34 28% 3/16/2022 18:00 6 4 18 29 38% 3/19/2022 18:00 7 9 11 36 23% 3/16/2022 19:00 3 5 16 31 34% 3/19/2022 19:00 3 5 9 38 19% 3/16/2022 20:00 1 4 13 34 28% 3/19/2022 20:00 0 1 8 39 17% 3/16/2022 21:00 1 2 12 35 26% 3/19/2022 21:00 0 1 7 40 15% 3/16/2022 22:00 0 6 6 41 13% 3/19/2022 22:00 2 2 7 40 15% 3/16/2022 23:00 0 3 3 44 6% 3/19/2022 23:00 0 5 2 45 4% 141 139 114 112
SM-1 485 Beverly Drive SM-1 485 Beverly Drive
SM-2 485 Rodeo Drive SM-2 485 Rodeo Drive
SM-3 485 Camden Drive SM-3 485 Camden Drive
Project #: 21-020325 Date: 11/10/2021
City: Beverly Hills, CA Day: Wednesday
Lot Level Restriction Space 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM Floor 1 Regular 18 6 11 16 18 18 18 16 13 10 6 4 4 3
Floor 1 Small Car Parking (Roped off, No Park Sign) 8 0 0 0 0 0 0 0 0 0 0 0 0 0 Floor 1 Electric Vehicle 4 1 2 2 1 3 3 1 2 2 1 0 0 0
Floor 2 Regular 29 8 11 27 28 29 29 29 28 25 16 4 1 0
Floor 2 Small Car Only 15 4 14 14 15 15 15 15 13 8 6 0 0 0 Floor 2 Handicap 2 2 2 1 0 2 2 1 1 1 0 0 0 0
Floor 2 Compact 8 2 3 8 8 8 8 8 6 5 3 2 1 1
Floor 3 Regular 36 10 24 34 35 35 32 28 24 26 13 2 1 1
Floor 3 Small Car Only 22 4 15 18 22 21 21 21 17 15 12 3 1 0 Floor 3 Handicap 2 1 1 2 2 2 2 1 1 0 0 0 0 0
Floor 4 Regular 36 9 16 21 30 33 33 29 27 14 6 2 1 0
Floor 4 Small Car Only 24 8 16 19 15 20 21 18 10 7 6 3 1 0 Floor 4 Handicap 2 1 1 1 0 0 0 0 1 1 0 0 0 0
Floor 5 Regular 37 3 6 15 19 26 18 18 15 12 5 3 2 1
Floor 5 Small Car Only 24 2 5 7 7 9 7 6 7 5 3 1 0 0
Floor 5 Handicap 1 0 0 0 1 1 1 0 0 0 0 0 0 0
Floor 6 Regular 46 0 1 5 6 8 6 5 4 1 1 0 0 0
Floor 6 Small Car Only 38 1 1 3 4 4 4 3 2 1 0 0 0 0
Floor 6 Handicap 1 0 0 0 1 1 1 1 0 0 0 0 0 0
Floor 2 Regular 20 10 20 20 20 20 20 17 18 18 12 8 5 3
Floor 2 Small Car Only 7 0 1 1 1 1 1 0 0 0 0 0 0 0
Floor 2 Electric Vehicle 4 1 2 2 3 3 3 1 2 1 1 0 0 0
Floor 2 Handicap 2 0 1 2 2 2 2 1 0 0 0 0 0 0
Floor 3 Regular 51 31 50 50 51 51 49 46 45 38 21 6 5 4
Floor 3 Handicap 1 0 1 1 1 1 1 1 0 1 0 0 0 0
Floor 4 Regular 52 21 38 40 42 52 52 48 44 24 11 3 1 0
Floor 4 Handicap 1 1 1 1 1 1 1 1 1 0 0 0 0 0
Floor 5 Regular 44 0 7 10 30 44 40 36 22 9 6 5 3 0
Floor 5 Handicap 1 0 0 1 1 1 1 1 0 0 0 0 0 0
Floor 6 Regular 57 0 0 0 0 8 8 2 3 2 0 0 0 0
Floor 2 Regular 18 6 10 18 18 18 18 16 15 12 13 15 11 7 Floor 2 Electric Vehicle 4 0 2 2 3 3 3 0 0 1 1 0 0 0
Floor 2 Handicap 7 0 2 6 7 7 7 6 6 5 3 2 4 3
Floor 2 Compact 14 0 3 14 14 14 14 0 0 0 0 0 0 0
Floor 3 Regular 56 16 40 54 56 56 40 38 27 20 22 24 22 14 Floor 4 Regular 73 0 0 22 29 30 25 16 10 5 3 2 1 0
Floor 1 Regular 24
Floor 1 Handicap 5
Prepared by National Data & Surveying Services
Parking Study
Lot 001
440 Camdem
Lot 002
9510 Brighton Way
Lot 003
345 N Beverly Dr
Project #: 21-020325 Date: 11/10/2021
City: Beverly Hills, CA Day: Wednesday
Lot Level Restriction Space 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM Prepared by National Data & Surveying Services
Parking Study
Floor 1 Valet Only 42
Floor 1 Reserved for MBH 8
Floor 1 Limo/Taxi Only 2
Floor 1 Compact 4
Floor 1 Reserved by Cone 1
Floor 1 Reserved for Wine Merchant 4
Floor 2 Regular 282 57 69 98 118 149 136 124 91 87 110 107 111 105 Floor 2 Handicap 2 1 2 2 2 2 2 2 0 0 1 1 1 2
Floor 2 Reserved by cone 8 1 2 6 8 8 7 8 8 8 8 7 8 8
Floor 2 Reserved (212,213) 2 1 1 0 0 0 0 0 0 0 0 0 0 0
Floor 2 No Parking Anytime 1 0 0 0 0 0 0 0 0 0 0 0 0 0
Floor 2 Electric Vehicle 4 0 0 2 3 3 2 2 2 2 4 4 3 3
Floor 3 Regular 218 91 101 117 139 157 144 84 62 68 72 78 84 73 Floor 3 Handicap (650,651,648,649,554) 5 1 1 3 4 5 5 2 1 2 1 2 2 2 Floor 3 Reserved (with cone) 2 0 0 0 0 0 0 1 1 1 0 0 0 0 Floor 3 No Parking Anytime 2 0 0 0 0 0 0 0 0 0 0 0 0 0
Floor 4 Regular 91 11 14 17 19 39 44 23 20 17 10 8 10 9 Floor 4 Handicap 3 0 0 0 0 0 0 1 0 0 0 0 0 0
Floor 4 No Parking Anytime 1 0 0 0 0 0 0 0 0 0 0 0 0 0
Notes: Lot 002 Floor 3 - 4 Regular spaces and 1 Handicap space were coned off (excluded in the report) Lot 002 Floor 4 - 4 Regular spaces and 1 Handicap space were coned off (excluded in the report) Lot 002 Floor 5 - 4 Regular spaces and 1 Handicap space were coned off (excluded in the report) Lot 003 - Unable to access lower levels, "Lot Closed" sign was on the ramp Lot 004 Floor 1 - Owned by a separate business and we were not given the rights to count cars Lot 004
241 N Canon
Project #: 21-020325 Date: 11/13/2021
City: Beverly Hills, CA Day: Saturday
Lot Level Restriction Space 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM Floor 1 Regular 18 13 12 13 12 13 12 12 10 9 8 5 4 3
Floor 1 Small Car Parking (Roped off, No Park Sign) 8 0 0 0 0 0 0 0 0 0 0 0 0 0 Floor 1 Electric Vehicle 4 1 1 2 2 2 2 2 1 0 0 0 0 0
Floor 2 Regular 29 23 29 29 29 29 28 27 21 17 9 2 2 0
Floor 2 Small Car Only 15 3 6 8 4 3 2 0 4 4 3 1 0 0
Floor 2 Handicap 2 0 1 0 1 1 1 0 0 0 0 0 0 0
Floor 2 Compact 8 3 7 8 8 8 8 8 6 4 0 0 0 0
Floor 3 Regular 36 5 15 18 22 25 18 14 8 10 7 1 1 0
Floor 3 Small Car Only 22 1 3 6 2 4 2 3 3 2 0 0 0 0
Floor 3 Handicap 2 0 0 0 0 0 0 0 1 1 0 0 0 0
Floor 4 Regular 36 3 4 8 8 8 7 6 8 4 2 1 0 0
Floor 4 Small Car Only 24 0 1 2 2 3 2 2 3 2 0 0 0 0
Floor 4 Handicap 2 0 0 0 0 0 0 0 1 1 0 0 0 0
Floor 5 Regular 37 1 2 2 2 2 2 2 2 1 0 0 0 0
Floor 5 Small Car Only 24 0 0 0 0 0 0 0 0 0 0 0 0 0
Floor 5 Handicap 1 0 0 0 0 0 0 0 0 0 0 0 0 0
Floor 6 Regular 46 2 2 3 2 2 1 0 0 0 0 0 0 0
Floor 6 Small Car Only 38 0 0 0 0 0 0 0 0 0 0 0 0 0
Floor 6 Handicap 1 0 0 0 0 0 0 0 0 0 0 0 0 0
Floor 2 Regular 20 18 20 20 20 20 20 20 20 20 14 6 4 4
Floor 2 Small Car Only 7 6 7 7 7 7 7 7 7 7 4 2 2 1
Floor 2 Electric Vehicle 4 1 1 1 2 3 2 2 3 3 2 2 1 1
Floor 2 Handicap 2 0 1 0 2 2 2 2 2 2 2 1 0 0
Floor 3 Regular 51 7 36 51 51 48 51 51 51 48 30 13 6 3
Floor 3 Handicap 1 0 0 1 1 1 1 1 1 1 1 0 0 0
Floor 4 Regular 52 3 7 31 49 50 52 47 49 52 27 8 6 3
Floor 4 Handicap 1 0 0 0 0 0 0 1 1 1 0 0 0 0
Floor 5 Regular 44 1 4 4 12 21 29 34 26 17 9 3 2 1
Floor 5 Handicap 1 0 0 0 1 1 0 1 1 1 1 0 0 0
Floor 6 Regular 57 0 0 0 0 0 8 22 13 3 0 0 0 0
Floor 2 Regular 18 14 16 18 18 16 13 8
Floor 2 Electric Vehicle 4 1 1 0 0 2 3 2
Floor 2 Handicap 7 2 3 4 4 3 3 2
Floor 2 Compact 14 0 14 14 11 10 6 4
Floor 3 Regular 56 13 31 40 35 24 16 11
Floor 4 Regular 73 0 6 15 11 1 1 0
B1 Total - 24 21 25 Full Full Full Full 17 17 15 Closed Closed B1 Electric Vehicle - 0 0 4 Full Full Full Full 1 0 0 Closed Closed Prepared by National Data & Surveying Services
Parking Study
Lot 001
440 Camdem
Lot 002
9510 Brighton Way
Lot 003
345 N Beverly Dr
Lot 003
Lower Level
Project #: 21-020325 Date: 11/13/2021
City: Beverly Hills, CA Day: Saturday
Prepared by National Data & Surveying Services
Parking Study
B2 Total - 18 30 50 Full Full Full Full 12 10 8 Closed Closed B3 Total - 1 2 20 Full Full Full Full 6 1 0 Closed Closed Floor 1 Regular 24
Floor 1 Handicap 5
Floor 1 Valet Only 42
Floor 1 Reserved for MBH 8
Floor 1 Limo/Taxi Only 2
Floor 1 Compact 4
Floor 1 Reserved (with cone) 1
Floor 1 Reserved for Wine Merchant 4
Floor 2 Regular 282 39 67 93 102 122 134 112 106 103 105 107 111 109 Floor 2 Handicap 2 0 0 0 1 2 2 2 2 2 2 2 2 1
Floor 2 Reserved (with cone) 8 1 1 1 1 1 1 8 7 8 8 7 7 6 Floor 2 Reserved (212,213) 2 0 0 0 0 0 0 0 0 0 0 0 0 0
Floor 2 No Parking Anytime 1 0 0 0 0 0 0 0 0 0 0 0 0 0
Floor 2 Electric Vehicle 4 1 3 4 3 3 4 4 3 3 3 4 4 4
Floor 3 Regular 218 5 9 14 55 93 104 88 71 64 73 86 82 89 Floor 3 Handicap (650,651,648,649,554) 5 0 0 0 0 2 0 2 1 3 2 3 3 2 Floor 3 Reserved (with cone) 2 0 0 0 0 0 0 0 0 0 0 0 0 0 Floor 3 No Parking Anytime 2 0 0 0 0 0 0 0 0 0 0 0 0 0
Floor 4 Regular 91 1 2 4 3 1 1 9 6 4 4 4 3 2
Floor 4 Handicap 3 0 0 0 0 0 0 0 0 0 0 0 0 0
Floor 4 No Parking Anytime 1 0 0 0 0 0 0 0 0 0 0 0 0 0
Notes: Lot 002 Floor 3 - 4 Regular spaces and 1 Handicap space were coned off (excluded in the report) Lot 002 Floor 4 - 4 Regular spaces and 1 Handicap space were coned off (excluded in the report) Lot 002 Floor 5 - 4 Regular spaces and 1 Handicap space were coned off (excluded in the report) Lot 003 - Entry was not allowed from 9am-2pm because the parking lot was being washed, instead they opened the LOWER LEVEL parking from 7am and closed it at 8pm (usually closed, thus no inventory). Was able to count cars in lower levels from the time it was open (included it in the Saturday report) Lot 003 LOWER LEVEL - Parking lot was FULL from 12pm-3pm and entry was not allowed. They also closed the access entrance again at 7pm because that area closed at 8pm Lot 004 Floor 1 - Owned by a separate business and we were not given the rights to count cars Lot 004 Floor 2 - 1 Motorcycle illegally parked from 12pm-2pm (excluded in the occupancy count) Lot 004 Floor 3 - 1 Motorcycle illegally parked from 10am-2pm (excluded in the occupancy count) Lot 004
241 N Canon
Lower Level

kimley-horn.com 660 South Figueroa Street, Suite 2050, Los Angeles, CA 90017 213 261 4040 156675960.14
Appendix B – In Lieu Parking Approvals List
Updated: May 4, 2022
Project, Owner, or
Tenant
Address # of In-Lieu
Spaces
Approved
Approval
Date
Current Project
Status
Notes
Cartier 370 N. Rodeo 44 8/9/2018 1-year time extension
approved on 11/18/21.

Original Approval:

PC Reso 1853 (PL1714156)
Time Extension:

PC Reso 1964 (PL2100010)
Bulgari 401 N. Rodeo 2 12/10/2020 No Architectural Review or Building Permits on
record, assuming not
operational.

PC Reso 1929 (PL2000148)
Louis Vuitton Men’s 420 N. Rodeo 5 10/28/2021 TI Building Permit issued, currently under
construction. Not yet
operational.

PC Reso 1961 (PL2100131)
Site previously had 6 on-site spaces and
8 in-lieu spaces. After completion, will
have 5 on-site and a total of 13 in-lieu.

Loss of one on-site space due to adding
an ADA space.

Loro Piana 455 N. Rodeo 4 12/9/2021 No building permits issued, assuming not
operational.

PC Reso 1968 (PL2100330)
SVAP II North Beverly, LLC 317 N. Beverly 28 11/18/2021 In plan check, no building permits issued, assuming
not operational.

PC Reso 1965 (PL2100010)
Request included ZTA for alternative
parking facility, which was approved by
Council on 2/8/2022.

Total Approved, Non-Operational: 83
Attachment 21
Matt Construction Site Logistics Plan
Dated 3.9.20

Attachment 22
Iteris Microsimulation Traffic Studies
Dated 5.8.22 and 5.18.22

MEMORANDUM
From: Ted Huynh, PE, TE
Iteris, Inc. To:

Ashok Vanmali, AIA
Jill Wagner, AIA
Gruen Associates
Date: May 18, 2022
RE: Cheval Blanc Beverly Hills – Microsimulation Traffic Study – Future + Project Scenario This memorandum provides a summary of supplemental microsimulation traffic analysis used to analyze in greater detail the Future 2026 with Project traffic operations that would occur at the proposed Cheval Blanc Beverly Hills project (“project”) located at the intersections of Rodeo Drive and S. Santa Monica Boulevard and of Beverly Drive and S. Santa Monica Boulevard, both in the City of Beverly Hills. This memorandum assumes the Future 2026 with Project scenario used in the Final EIR, as well as the input assumptions detailed in our May 9, 2022 traffic study memo (e.g., microsimulation software use, project site plan, signal timings, and service time operations). In this analysis the Future 2026 with Project scenario was analyzed, using the projected traffic volumes for those conditions along with the revised project conditions volumes, which represent the worst-case weekday traffic volumes.

The results of the supplemental microsimulation analysis, attached as Exhibit 1, are as follows:
 Travel/Service Times:
o Arriving Guests at Valet Stand – 1.7 minutes from entering motor court to being served by a valet staff, on average (this includes potential unloading time for luggage, etc.) o Valet Service to and from Underground Garage – 3.0 minutes from either receiving a vehicle from an arriving guest, exiting the motor court, parking in the underground Cheval Blanc garage via Beverly Drive, and returning to the valet stand, or vice versa for a departing guest, on average o Departing Guests retrieving Vehicles – 1.4 minutes from receiving their vehicle from valet staff to fully departing the motor court via eastbound S. Santa Monica Blvd., on average (this includes potential loading time for luggage, etc.)
 Queue Lengths:
o Average/Maximum Queue Lengths entering Motor Court – 21 feet/210 feet  The observations from VISSIM indicate the primary contributor of these queues are typical traffic operations along EB S. Santa Monica Blvd. o Average/Maximum Queue Lengths along EB S. Santa Monica Blvd. at Rodeo Dr./S. Santa Monica Blvd intersection – 229 feet/913 feet
 The observations from VISSIM indicate additional traffic associated with Cheval Blanc on average add 4-5 car lengths of queue per lane, with up to an additional 340 feet of additional queue as a one-time event
 Vehicle Delays:
o EB Right-Turn Delay from S. Santa Monica Blvd. to SB Beverly Dr. – 6.9 seconds, accounting for yielding to pedestrian volumes crossing the Beverly Dr./S. Santa Monica Blvd intersection o Right-Turn Exiting Movements Stop Delay from Motor Court onto EB S. Santa Monica Blvd. – 49.4 seconds, accounting for yielding to pedestrians using the S. Santa Monica Blvd. sidewalk between Beverly Drive and Rodeo Drive and allowing a “Keep Clear” zone to allow vehicles to more easily exit the motor court
Based on the above results from the microsimulation analysis, the motor court at the Cheval Blanc site would continue to generally operate well in the Future 2026 plus Project conditions. This scenario continues to demonstrate that significant queuing is avoided onto public streets, primarily EB S. Santa Monica Blvd. The project on average adds an additional 111 feet, or roughly 4-5 car lengths of queue along EB S. Santa Monica Blvd., with a maximum additional one-time queue length of 340 feet that occurred during one model run of peak hour of observed traffic operations. The microsimulation model also takes into account the pedestrian activity along this blockfront, suggesting that on average it takes egressing vehicles (either valeted vehicles or departing guests) about

49.4 seconds to exit the motor court. This stop delay is defined as the amount of time for vehicles to merge into EB S. Santa Monica Blvd. traffic as well as yielding to pedestrians traversing this blockfront.

Please note that Exhibit 1 also contains results containing the Existing with Project scenario previously modeled, in addition to the new Future 2026 with Project scenario.

Exhibit 1 – VISSIM Microsimulation Output Spreadsheet – Future 2026 + Project Start Time End Time
Arriving Guest approaches porte cochere
(Vehicle Queue Waiting Time) Valet receives vehicle from Arriving Guest 1.5 1.7 includes arriving guest unloading time Valet receives vehicle and drives to Cheval Blanc garage from porte cochere (Service Time)
Valet attendant returns to valet desk from Cheval Blanc garage

2.9 3.0 includes time for valet attendant to walk from CB garage to valet desk Departing Guests arrives at valet desk
(Guest Waiting Time in Lobby) Valet hands over vehicle to Departing Guest 2.9 2.9 includes time for valet attendant to walk from valet desk to CB garage Departing Guest receives vehicle from Valet attendant
(Vehicle Exiting Time)
Departing Guest exits porte cochere and turns onto S. Santa Monica Blvd. 1.3 1.4 includes loading time for departing guests Vehicular Queue Length Analysis (feet)
12 21 Observed average queuing across scenarios can largely to attributed to traffic fluctuations along EB S. Santa Monica Blvd
214 210 Observed max queuing across scenarios can largely to attributed to traffic fluctuations along EB S. Santa Monica Blvd
118 229
With 8 valets, additional traffic along EB S. Santa Monica Blvd from Cheval Blanc is an additional 1-2 car length of queue (Existing + Project) and 4-5 car lengths of queue (Future + Project)
713 913
Model network limits were extended to fully capture spillback for all scenarios.

Additional traffic associated with Cheval Blanc can add 214 to 340 feet of additional queue as a one-time event
Vehicle Delay Analysis (seconds)

6.4 6.9 Limited delay is observed for the EB S. Santa Monica Blvd movement

40.0 49.4 includes delay due to yielding to pedestrians and accounts for proposed "Keep Clear" marking at exiting motor court driveway
Vehicle Counts Collected in Microsimulation vs EIR Document 116 115
117 117
Percentage Able to Access Porte Cochere 99% 98%
62 62
63 63
Percentage Served by Valet 98% 98%
54 53
54 54
Percentage of TNCs Able to Serve Cheval Blanc Guests 100% 98% 142 142
includes both arriving/departing TNCs + valets to garage, and guests leaving Cheval Blanc. Delay turning onto EB S. Santa Monica Blvd accounts for missing vehicles
148 148
Percentage of Exiting Vehicles Able to be Served 96% 96% 31 31
31 31
Percentage of Exiting Vehicles Able to be Served 100% 100% Total Vehicles entering Porte Cochere - VISSIM
Total Exiting Vehicles - EIR Document
Revised Scenario
(8 Valets) - Existing
plus Project
Arriving & Departing Guests by TNC (Entered the Motor Court) - VISSIM Total Exiting Vehicles - VISSIM
Departing Guests Served by Valet - VISSIM
Arriving Guests by Valet (Entered the Motor Court) - EIR Document Arriving & Departing Guests by TNC (Entered the Motor Court) - EIR Document Average Queue Length along EB S. Santa Monica Blvd from Rodeo Dr/S. Santa Monica Blvd (potential spillback) Departing Guests Served by Valet - EIR Document
Arriving Guests by Valet (Entered the Motor Court) - VISSIM Notes
Maximum Queue Length along EB S. Santa Monica Blvd from Rodeo Dr/S. Santa Monica Blvd (potential spillback) Cheval Blanc Hotel Valet Operations Analysis (Microsimulation) - PM Peak Hour Total Vehicles entering Porte Cochere - EIR Document
Travel/Waiting/Service/Queuing Time Results Summary (mins) Average Queue Length along EB S. Santa Monica Blvd between Porte Cochere entrance and Rodeo Drive Departure:

Arrival:

Maximum Queue Length along EB S. Santa Monica Blvd between Porte Cochere entrance and Rodeo Drive EB Right-Turn Movements from S. Santa Monica Blvd to SB Beverly Dr NB Right-Turn Exiting Movements from Porte Cochere onto EB S. Santa Monica Blvd Revised Scenario (8
Valets) - Future 2026
plus Project
156819025.4
156819025.2

MEMORANDUM
From: Ted Huynh, PE, TE
Iteris, Inc. To:

Ashok Vanmali, AIA
Jill Wagner, AIA
Gruen Associates
Date: May 9, 2022
RE: Cheval Blanc Beverly Hills – Microsimulation Traffic Study This memorandum provides a summary of a microsimulation traffic study used to analyze in greater detail the traffic operations that would occur at the proposed Cheval Blanc Beverly Hills project (“project”) located at the intersections of Rodeo Drive and S. Santa Monica Boulevard and of Beverly Drive and S. Santa Monica Boulevard, both in the City of Beverly Hills. In particular, the purpose of the study was to review how local circulation and traffic would be affected as a result of motor court operations located on the frontage of the project along the south block of S. Santa Monica Boulevard between Rodeo Drive and Beverly Drive. Operations of concern include waiting/service time for vehicles using the valet services at the property, travel delay for exiting valet and TNC (i.e. Uber/Lyft/taxi) vehicles, and possible queuing along S. Santa Monica Boulevard.

For this study, the microsimulation software PTV VISSIM 2022 was used to simulate the various traffic operations details in question during the PM peak hour. Microsimulation, and VISSIM in particular, provides a more robust way to evaluate the effect of roadway geometrics, interactions among vehicles, pedestrians, and other modes, traffic signal parameters, valet service, motor court operations setup, and driver behavior characteristics on traffic operations. Unlike static analyses conducted in software packages such as Synchro, a microsimulation model includes modeled individual vehicles that travel through the defined network, from entry nodes to exit nodes, along assigned network paths. The model then uses random seeds and probability distributions for a number of traffic flow characteristics, such that each model run will produce a range of possible outputs. Each seed contains random variables to account for variations in driver behavior and departure time. This model is therefore stochastic; it simulates the random fluctuations that are typically observed in real-time traffic networks. This feature makes the results more robust, given that they are based on the average of multiple observations or model runs, rather than a single calculation.

The following input assumptions were included in the VISSIM analysis in all scenarios:
 PM Peak hour traffic volumes and project circulation access in the Cheval Blanc Beverly Hills Specific Plan – Updated Local Transportation Assessment and Project Final EIR prepared by Fehr & Peers, including existing and existing plus revised project conditions, representing worst-case weekday traffic volumes o Volumes also include project trip generation and distribution volumes/activities by visitor type, namely hotel and non-hotel guests arriving by private vehicle or transportation network company (TNC, i.e. taxis and Uber/Lyft) vehicles
 Supplemental pedestrian counts collected in April 2019 at the Rodeo Drive/S. Santa Monica Boulevard and Beverly Drive/S. Santa Monica Boulevard intersections, to simulate pedestrian activity at those intersections and along the Cheval Blanc frontage on the south side of S. Santa Monica Boulevard, provided by Hirsch/Green Transportation Consulting, Inc. and attached as Exhibit 1  Signal timings at the Rodeo Drive/S. Santa Monica Boulevard and Beverly Drive/S. Santa Monica Boulevard intersections provided by the City of Beverly Hills and attached as Exhibit 2  Proposed project architectural site plans for the motor court and underground garage, including motor court parking spaces, project parking spaces by floor, walking distance to stair/elevator facilities for valet staff, and “Keep Clear” zones along S. Santa Monica Boulevard, on file with the City of Beverly Hills 156819025.4
 Proposed project valet parking management plan information provided by LAZ Parking, with an assumed valet staff operation of eight (8) staff available to park and retrieve vehicles at the Cheval Blanc valet stand, on file with the City of Beverly Hills during both the lunch and dinner rushes, which includes the PM peak hour
 Service time assumptions for valet operations and loading/unloading operations at the motor court based on guest type
o Assumptions for valet operations were based on the Cheval Blanc site plan’s underground parking layout, calculated walking distance to and from the underground garage via available stairwells at the Cheval Blanc site, and an assumed walking speed of four (4) feet per second for valet staff o Loading and unloading operation service times at the motor court were divided into two types: 1) hotel guest loading and unloading time (60-90 second range), and 2) non-hotel (i.e. restaurant, day spa, and club) visitor loading and unloading time (20-30 second range). Hotel guests are assumed to take longer in accessing and egressing from their vehicles since these guests could retrieve and load items such as luggage
The results of the microsimulation analysis, attached as Exhibit 3, are as follows:
 Travel/Service Times:
o Arriving Guests at Valet Stand – 1.5 minutes from entering motor court to being served by a valet staff, on average (this includes potential unloading time for luggage, etc.) o Valet Service to and from Underground Garage – 2.9 minutes from either receiving a vehicle from an arriving guest, exiting the motor court, parking in the underground Cheval Blanc garage via Beverly Drive, and returning to the valet stand, or vice versa for a departing guest, on average o Departing Guests retrieving Vehicles – 1.3 minutes from receiving their vehicle from valet staff to fully departing the motor court via eastbound S. Santa Monica Blvd., on average (this includes potential loading time for luggage, etc.)
 Queue Lengths:
o Average/Maximum Queue Lengths entering Motor Court – 12 feet/214 feet  The observations from VISSIM indicate the primary contributor of these queues are typical traffic operations along EB S. Santa Monica Blvd. o Average/Maximum Queue Lengths along EB S. Santa Monica Blvd. at Rodeo Dr./S. Santa Monica Blvd intersection – 118 feet/713 feet
 The observations from VISSIM indicate additional traffic associated with Cheval Blanc on average add 1-2 car lengths of queue, with up to an additional 214 feet of additional queue as a one-time event
 Vehicle Delays:
o EB Right-Turn Delay from S. Santa Monica Blvd. to SB Beverly Dr. – 6.4 seconds, accounting for yielding to pedestrian volumes crossing the Beverly Dr./S. Santa Monica Blvd intersection o Right-Turn Exiting Movements Stop Delay from Motor Court onto EB S. Santa Monica Blvd. – 40.0 seconds, accounting for yielding to pedestrians using the S. Santa Monica Blvd. sidewalk between Beverly Drive and Rodeo Drive and allowing a “Keep Clear” zone to allow vehicles to more easily exit the motor court
Based on the above results from the microsimulation analysis, the motor court at the Cheval Blanc site generally operates well so as to avoid significant queuing onto public streets, primarily EB S. Santa Monica Blvd. The project on average adds an additional 36 feet, or roughly 1-2 car lengths of queue along EB S. Santa Monica Blvd., with a maximum additional one-time queue length of 214 feet (roughly 7-8 car lengths) that occurred during one model run of peak hour of observed traffic operations. The microsimulation model also takes into account the pedestrian activity along this blockfront, suggesting that on average it takes egressing vehicles (either valeted vehicles or 156819025.4
departing guests) about 40.0 seconds to exit the motor court. This stop delay is defined as the amount of time for vehicles to merge into EB S. Santa Monica Blvd. traffic as well as yielding to pedestrians traversing this blockfront.

Microsimulation also allows for incorporation of valet operations and staffing assumptions. The model demonstrates that the proposed valet operations and staffing allow for arriving and departing vehicles at the property to be serviced quick enough to limit queuing spillback from the motor court, accounting for the time needed to retrieve and park vehicles, as well as to drive to the underground Cheval Blanc garage. By providing sufficient valet staffing during these peak operational periods, traffic operations for vehicles exiting the Cheval Blanc motor court will not typically spill back onto S. Santa Monica Blvd. and would be instead largely contained within the motor court area itself, even when accounting for the 53.5 seconds of calculated delay to exit the motor court (please note that this delay also includes other TNC vehicles using this area). By providing multiple valet staff for valet operations, delays would not accumulate or compound, since arriving and departing valet vehicles could be serviced more than one at a time.

The previously conducted Synchro analysis provided an evaluation based on the volume of stopped right-turning vehicles leaving the Cheval Blanc property in combination with the EB S. Santa Monica Blvd. through traffic, using the static Highway Capacity Manual (HCM) methodology of calculating delay and a resultant level of service (LOS).

This analysis type does not include an average of multiple simulation runs, pedestrian activity near the project site, nor does it account for random fluctuations associated with driver behaviors. By comparison, microsimulation analysis provides a more thorough evaluation of the service personnel and vehicular operations at the Cheval Blanc property, since there are additional factors needed to be taken into consideration to fully evaluate if and how the motor court operations would affect internal circulation at the Cheval Blanc site and overall traffic operations in the local vicinity of the project. These factors are documented above in the assumptions portion of this memorandum. 156819025.4
Exhibit 1 – Supplemental Pedestrian Counts at Rodeo Drive/South Santa Monica Boulevard and Beverly Drive/South Santa Monica Boulevard

13333 Ventura Boulevard, Suite 204 Sherman Oaks, California 91423 Phone 818.325.0530 Fax 818.325.0534 Hirsch/Green Transportation Consulting, Inc.

IRSCH
REEN
May 5, 2022
Mr. Ted Huynh, P.E, T.E.

Senior Manager
Mobility Consulting Solutions
1700 Carnegie Avenue, Suite 100
Santa Ana, California 92705
RE: Pedestrian and Bicycle Counts at S. Santa Monica Boulevard and N. Rodeo Drive and at S. Santa Monica Boulevard and N. Beverly Drive in the City of Beverly Hills Dear Mr. Huynh,
Attached for your reference are pedestrian and bicycle data collected in Beverly Hills, California, on April 23, 2019, at: 1) the intersection of S. Santa Monica Boulevard and N. Rodeo Drive, and 2) the intersection of S. Santa Monica Boulevard and N. Beverly Drive.

Please let me know if you have any questions. Thank you.

Sincerely,
Ron Hirsch, P.E.

Principal
Attachments

S. Santa Monica Boulevard and N. Rodeo Drive
National Data & Surveying Services
Intersection Turning Movement Count
Location: N Rodeo Dr & S Santa Monica Blvd
City: Beverly Hills Project ID: 19-05214-004
Control: Signalized Date:

NS/EW Streets:
1 1.5 0.5 0 1 1.5 0.5 0 1 2 0 0 1 2 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 0000000000000000 0
7:15 AM 0100000001001000 3
7:30 AM 0000000001000000 1
7:45 AM 0000000000000000 0
8:00 AM 0000000000000000 0
8:15 AM 0000000001000000 1
8:30 AM 0000010000000100 2
8:45 AM 0000000001100000 2
9:00 AM 0000000000000100 1
9:15 AM 0000000000000000 0
9:30 AM 0001000001000200 4
9:45 AM 0010001001000200 5

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 1 1 1 0 1 1 0 0 6 1 0 1 6 0 0 19
APPROACH %'s : 0.00% 33.33% 33.33% 33.33% 0.00% 50.00% 50.00% 0.00% 0.00% 85.71% 14.29% 0.00% 14.29% 85.71% 0.00% 0.00% PEAK HR : 08:30 AM 43 37 48 TOTAL
PEAK HR VOL : 00000100011002005
PEAK HR FACTOR : 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.250 0.250 0.000 0.000 0.500 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1 1.5 0.5 0 1 1.5 0.5 0 1 2 0 0 1 2 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
3:00 PM 0000000001000100 2
3:15 PM 0000000002000000 2
3:30 PM 0000000000100000 1
3:45 PM 1000001003000100 6
4:00 PM 0000000000000200 2
4:15 PM 0000000000000000 0
4:30 PM 0000000002000000 2
4:45 PM 0100000002000000 3
5:00 PM 0110001001000100 5
5:15 PM 0000000001000100 2
5:30 PM 0000000001000000 1
5:45 PM 0000000002000000 2
6:00 PM 0100000001000000 2
6:15 PM 0000000001000000 1
6:30 PM 0000000002100000 3
6:45 PM 0000000002000000 2

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 1 3 1 0 0 0 2 0 0 21 2 0 0 6 0 0 36
APPROACH %'s : 20.00% 60.00% 20.00% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% 91.30% 8.70% 0.00% 0.00% 100.00% 0.00% 0.00% PEAK HR : 04:45 PM 292 285 300 TOTAL
PEAK HR VOL : 0 2 1 0 0 0 1 0 0 5 0 0 0 2 0 0 11
PEAK HR FACTOR : 0.00 0.500 0.250 0.000 0.000 0.000 0.250 0.000 0.000 0.625 0.000 0.000 0.000 0.500 0.000 0.000 4/23/2019
04:45 PM - 05:45 PM

0.550 0.375 0.250 0.625 0.500
08:30 AM - 09:30 AM

0.625
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

0.250 0.250 0.500
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Bikes
N Rodeo Dr N Rodeo Dr S Santa Monica Blvd S Santa Monica Blvd National Data & Surveying Services
Intersection Turning Movement Count
Location: N Rodeo Dr & S Santa Monica Blvd Project ID: 19-05214-004 City: Beverly Hills Date: 4/23/2019
NS/EW Streets:

EB WB EB WB NB SB NB SB TOTAL
7:00 AM 00160110 9
7:15 AM 00213000 6
7:30 AM 02562202 19
7:45 AM 24431021 17
8:00 AM 22641112 19
8:15 AM 2 4 13 11 5 2 1 0 38
8:30 AM 2 3 4 8 3 0 3 10 33
8:45 AM 15283145 29
9:00 AM 1 1 10 13 1 3 1 3 33
9:15 AM 3 10 9 9 2 3 2 4 42
9:30 AM 3 3 7 13 1 4 1 12 44
9:45 AM 11 10 22 10 8 15 12 17 105

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 27 44 85 92 30 32 28 56 394
APPROACH %'s : 38.03% 61.97% 48.02% 51.98% 48.39% 51.61% 33.33% 66.67% PEAK HR : 08:30 AM 42 36 47 TOTAL
PEAK HR VOL : 7 19 25 38 9 7 10 22 137
PEAK HR FACTOR : 0.583 0.475 0.625 0.731 0.750 0.583 0.625 0.550 Headers NEB NWB SEB SWB ENS ESB WNB WSB

EB WB EB WB NB SB NB SB TOTAL
3:00 PM 7 5 16 20 22 28 12 10 120
3:15 PM 6 10 12 15 24 25 16 12 120
3:30 PM 23 17 44 35 71 66 22 25 303
3:45 PM 16 15 64 31 45 28 33 41 273
4:00 PM 11 12 24 51 53 33 25 27 236
4:15 PM 20 7 52 35 44 25 19 29 231
4:30 PM 21 12 51 41 40 25 15 14 219
4:45 PM 17 17 22 43 25 36 19 25 204
5:00 PM 17 10 28 37 21 52 20 22 207
5:15 PM 14 10 27 21 20 36 19 7 154
5:30 PM 10 6 19 29 26 27 17 10 144
5:45 PM 7 14 20 34 24 19 10 12 140
6:00 PM 8 6 15 31 28 16 11 8 123
6:15 PM 8 12 26 20 21 19 12 12 130
6:30 PM 10 27 18 25 31 17 0 10 138
6:45 PM 8 18 34 12 22 18 8 11 131

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 203 198 472 480 517 470 258 275 2873
APPROACH %'s : 50.62% 49.38% 49.58% 50.42% 52.38% 47.62% 48.41% 51.59% PEAK HR : 04:45 PM 289 282 297 TOTAL
PEAK HR VOL : 58 43 96 130 92 151 75 64 709
PEAK HR FACTOR : 0.853 0.632 0.857 0.756 0.885 0.726 0.938 0.640 Pedestrians (Crosswalks)

WEST LEG
08:30 AM - 09:30 AM
S Santa Monica Blvd
04:45 PM - 05:45 PM

0.856 0.743 0.869 0.832 0.790

PM NORTH LEG SOUTH LEG EAST LEG WEST LEG

0.815 0.500 0.685 0.800 0.615

AM NORTH LEG SOUTH LEG EAST LEG
N Rodeo Dr N Rodeo Dr S Santa Monica Blvd
S. Santa Monica Boulevard and N. Beverly Drive
National Data & Surveying Services
Intersection Turning Movement Count
Location: N Beverly Dr & S Santa Monica Blvd
City: Beverly Hills Project ID: 19-05214-006
Control: Signalized Date:

NS/EW Streets:
1 2 1 0 0 2 0 0 1 1.5 0.5 0 1 1.5 0.5 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 0100000000000000 1
7:15 AM 0000000001000100 2
7:30 AM 0200000001000000 3
7:45 AM 0000010000000000 1
8:00 AM 0000000000000000 0
8:15 AM 0000020001000000 3
8:30 AM 0000010000000100 2
8:45 AM 0000010001000000 2
9:00 AM 0010001000000000 2
9:15 AM 0000010000000000 1
9:30 AM 0000000001000300 4
9:45 AM 0100000001100000 3

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 4 1 0 0 6 1 0 0 6 1 0 0 5 0 0 24
APPROACH %'s : 0.00% 80.00% 20.00% 0.00% 0.00% 85.71% 14.29% 0.00% 0.00% 85.71% 14.29% 0.00% 0.00% 100.00% 0.00% 0.00% PEAK HR : 08:30 AM 43 37 48 TOTAL
PEAK HR VOL : 00100310010001007
PEAK HR FACTOR : 0.000 0.000 0.250 0.000 0.000 0.750 0.250 0.000 0.000 0.250 0.000 0.000 0.000 0.250 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1 2 1 0 0 2 0 0 1 1.5 0.5 0 1 1.5 0.5 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
3:00 PM 0000000002000000 2
3:15 PM 0000000001000000 1
3:30 PM 0100000001000000 2
3:45 PM 0010000003000100 5
4:00 PM 0000000000000000 0
4:15 PM 0000000000000000 0
4:30 PM 0000000002000000 2
4:45 PM 0000000002000100 3
5:00 PM 0000000002001000 3
5:15 PM 0200110001000100 6
5:30 PM 0000010001000000 2
5:45 PM 0000000002000000 2
6:00 PM 0000000000000010 1
6:15 PM 0000000012000000 3
6:30 PM 0000000002000000 2
6:45 PM 0000000001000100 2

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 3 1 0 1 2 0 0 1 22 0 0 1 4 1 0 36
APPROACH %'s : 0.00% 75.00% 25.00% 0.00% 33.33% 66.67% 0.00% 0.00% 4.35% 95.65% 0.00% 0.00% 16.67% 66.67% 16.67% 0.00% PEAK HR : 05:15 PM 294 285 300 TOTAL
PEAK HR VOL : 0 2 0 0 1 2 0 0 0 4 0 0 0 1 1 0 11
PEAK HR FACTOR : 0.00 0.250 0.000 0.000 0.250 0.500 0.000 0.000 0.000 0.500 0.000 0.000 0.000 0.250 0.250 0.000 4/23/2019
05:15 PM - 06:15 PM

0.458 0.250 0.375 0.500 0.500
08:30 AM - 09:30 AM

0.875 0.250
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

1.000 0.250 0.250
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Bikes
N Beverly Dr N Beverly Dr S Santa Monica Blvd S Santa Monica Blvd National Data & Surveying Services
Intersection Turning Movement Count
Location: N Beverly Dr & S Santa Monica Blvd Project ID: 19-05214-006 City: Beverly Hills Date: 4/23/2019
NS/EW Streets:

EB WB EB WB NB SB NB SB TOTAL
7:00 AM 30173241 21
7:15 AM 01401102 9
7:30 AM 17550108 27
7:45 AM 61421432 23
8:00 AM 7 3 10 12 4 5 5 2 48
8:15 AM 1 1 11 8 8 1 0 0 30
8:30 AM 12856425 33
8:45 AM 36364503 30
9:00 AM 18896625 45
9:15 AM 2 12 10 5 6 2 9 12 58
9:30 AM 2 8 11 12 7 13 4 3 60
9:45 AM 9 11 14 8 4 10 4 2 62

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 36 60 89 79 50 54 33 45 446
APPROACH %'s : 37.50% 62.50% 52.98% 47.02% 48.08% 51.92% 42.31% 57.69% PEAK HR : 08:30 AM 42 36 47 TOTAL
PEAK HR VOL : 7 28 29 25 22 17 13 25 166
PEAK HR FACTOR : 0.583 0.583 0.725 0.694 0.917 0.708 0.361 0.521 Headers NEB NWB SEB SWB ENS ESB WNB WSB

EB WB EB WB NB SB NB SB TOTAL
3:00 PM 13 39 19 21 13 6 19 22 152
3:15 PM 21 23 29 23 20 24 23 30 193
3:30 PM 17 29 55 11 19 14 13 10 168
3:45 PM 2 18 33 14 26 15 16 11 135
4:00 PM 9 12 24 19 12 13 6 9 104
4:15 PM 11 14 18 7 17 32 9 7 115
4:30 PM 9 9 33 16 28 16 7 11 129
4:45 PM 16 16 36 8 32 21 13 11 153
5:00 PM 19 22 10 11 15 23 9 8 117
5:15 PM 7 7 25 6 17 7 15 16 100
5:30 PM 16 20 22 15 24 14 12 7 130
5:45 PM 15 18 7 11 12 11 16 13 103
6:00 PM 17 6 19 7 4 19 10 16 98
6:15 PM 13 14 26 10 21 15 8 20 127
6:30 PM 10 22 13 11 8 9 17 12 102
6:45 PM 5 24 15 2 4 12 2 4 68

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 200 293 384 192 272 251 195 207 1994
APPROACH %'s : 40.57% 59.43% 66.67% 33.33% 52.01% 47.99% 48.51% 51.49% PEAK HR : 05:15 PM 291 282 297 TOTAL
PEAK HR VOL : 55 51 73 39 57 51 53 52 431
PEAK HR FACTOR : 0.809 0.638 0.730 0.650 0.594 0.671 0.828 0.813 Pedestrians (Crosswalks)

WEST LEG
08:30 AM - 09:30 AM
S Santa Monica Blvd
05:15 PM - 06:15 PM

0.829 0.736 0.757 0.711 0.847

PM NORTH LEG SOUTH LEG EAST LEG WEST LEG

0.716 0.625 0.794 0.813 0.452

AM NORTH LEG SOUTH LEG EAST LEG
N Beverly Dr N Beverly Dr S Santa Monica Blvd
156819025.4
Exhibit 2 – Signal Timing Sheets at Rodeo Drive/South Santa Monica Boulevard and Beverly Drive/South Santa Monica Boulevard

156819025.4
Exhibit 3 – VISSIM Microsimulation Output Spreadsheet
Start Time End Time
Arriving Guest approaches porte cochere
(Vehicle Queue Waiting Time) Valet receives vehicle from Arriving Guest 1.5 includes arriving guest unloading time Valet receives vehicle and drives to Cheval Blanc garage from porte cochere (Service Time) Valet attendant returns to valet desk from Cheval Blanc garage 2.9 includes time for valet attendant to walk from CB garage to valet desk Departing Guests arrives at valet desk
(Guest Waiting Time in Lobby) Valet hands over vehicle to Departing Guest 2.9 includes time for valet attendant to walk from valet desk to CB garage Departing Guest receives vehicle from Valet attendant
(Vehicle Exiting Time)
Departing Guest exits porte cochere and turns onto S. Santa Monica Blvd. 1.3 includes loading time for departing guests Vehicular Queue Length Analysis (feet)
12 Observed average queuing across scenarios can largely to attributed to traffic fluctuations along EB S. Santa Monica Blvd
214 Observed max queuing across scenarios can largely to attributed to traffic fluctuations along EB S. Santa Monica Blvd
118 Additional traffic along EB S. Santa Monica Blvd from Cheval Blanc is an additional 1-2 car length of queue
713
Model network limits were extended to fully capture spillback for all scenarios.

Additional traffic associated with Cheval Blanc can add 214 feet of additional queue as a one-time event
Vehicle Delay Analysis (seconds)

6.4 Limited delay is observed for the EB S. Santa Monica Blvd movement

40.0 includes delay due to yielding to pedestrians and accounts for proposed "Keep Clear" marking at exiting motor court driveway
Vehicle Counts Collected in Microsimulation vs EIR Document 116
117
Percentage Able to Access Porte Cochere 99%
62 63
Percentage Served by Valet 98%
54 54
Percentage of TNCs Able to Serve Cheval Blanc Guests 100% 142
includes both arriving/departing TNCs + valets to garage, and guests leaving Cheval Blanc. Delay turning onto EB S. Santa Monica Blvd accounts for missing vehicles
148
Percentage of Exiting Vehicles Able to be Served 96%
31 31
100%
Notes
Maximum Queue Length along EB S. Santa Monica Blvd from Rodeo Dr/S. Santa Monica Blvd (potential spillback) Cheval Blanc Hotel Valet Operations Analysis (Microsimulation) - PM Peak Hour Total Vehicles entering Porte Cochere - EIR Document
Travel/Waiting/Service/Queuing Time Results Summary (mins) Average Queue Length along EB S. Santa Monica Blvd between Porte Cochere entrance and Rodeo Drive Departure:

Arrival:

Maximum Queue Length along EB S. Santa Monica Blvd between Porte Cochere entrance and Rodeo Drive EB Right-Turn Movements from S. Santa Monica Blvd to SB Beverly Dr NB Right-Turn Exiting Movements from Porte Cochere onto EB S. Santa Monica Blvd Percentage of Exiting Vehicles Able to be Served
Total Vehicles entering Porte Cochere - VISSIM
Total Exiting Vehicles - EIR Document
Revised Scenario
(8 Valets)
Arriving & Departing Guests by TNC (Entered the Motor Court) - VISSIM Total Exiting Vehicles - VISSIM
Departing Guests Served by Valet - VISSIM
Arriving Guests by Valet (Entered the Motor Court) - EIR Document Arriving & Departing Guests by TNC (Entered the Motor Court) - EIR Document Average Queue Length along EB S. Santa Monica Blvd from Rodeo Dr/S. Santa Monica Blvd (potential spillback) Departing Guests Served by Valet - EIR Document
Arriving Guests by Valet (Entered the Motor Court) - VISSIM Attachment 23
Public Notices for City Council Hearings
City Clerk's Office

NOTICE OF PUBLIC HEARING(S)
Corrected Notice: Correction on Page 2 in bold and italics The Council of the City of Beverly Hills, at regular meeting(s) to be held on Tuesday, September 20, 2022 at 7:00 p.m., subject to tentative continuance at the Council’s discretion to Tuesday, October 11, 2022 at 7:00 p.m., and/or another time as the City Council may determine, will hold public hearing(s) in the Council Chamber of the City Hall, 455 N. Rexford Drive, Beverly Hills, CA 90210 to consider the proposed Cheval Blanc Beverly Hills Specific Plan Project (“Project”), consisting of the following requests:
• Final Environmental Impact Report (Final EIR): City certification of the Final EIR. • General Plan Amendment: Create the Cheval Blanc Beverly Hills Specific Plan land use designation and apply it to the Project site. Amend General Plan Land Use Element Policy 9.4 text to identify that anchor location design criteria applies to the Project site. • Specific Plan: Adopt a specific plan that includes: 1) allowed uses, development standards, and guidelines for the plan area, 2) operational standards for uses, 3) plan implementation and administration, and 4) a conceptual project plan.
• Zone Text and Map Amendments: Add the Cheval Blanc Beverly Hills Specific Plan to the Beverly Hills Municipal Code and update the City’s zoning map to apply the Cheval Blanc Beverly Hills Specific Plan zoning designation to the Project site. • Encroachment Permit: Allow: 1) a subsurface utility vault to encroach into the public right-ofway, 2) subterranean parking to extend underthe public sidewalk from 10 feet below grade and up to the existing sidewalk curb, 3) installation and maintenance of landscaped parkway and special paving in the public right-of-way fronting the Project Site. • Master Plan of Streets Amendment: 1) relocate the existing surface right-of-way for public alley purposes; 2) dedicate additional surface right-of-way for public sidewalk purposes along South Santa Monica Boulevard, and 3) allow the public roadway along North Rodeo Drive, South Santa Monica Boulevard and North Beverly Drive to remain in their current locations. • Development Agreement: The Applicant is seeking a development agreement with the City. • Appeal of Planning Commission conditional approval of Vesting Tentative Parcel Map:

Merge 4 existing lots into one lot and relocate the surface public alley right-of-way to the southern portion of the Project Site.

At a Special Meeting on June 13, 2022, the Planning Commission adopted three resolutions recommending to the City Council: a) certification of the Final EIR; b) approval of a General Plan Amendment, Master Plan of Streets Amendment, and Zone Text/Map Amendments to establish the Cheval Blanc Beverly Hills Specific Plan; and, c) adoption of the Cheval Blanc Beverly Hills Specific Plan and associated encroachment permits, subject to certain conditions of approval. As the City’s approval authority for subdivision maps, the Planning Commission also adopted a resolution conditionally approving Vesting Tentative Parcel Map No. 82872, contingent on the Council’s approval of the rest of the requested Project entitlements. On June 23, 2022, a

City of Beverly Hills 455 N. Rexford Drive Beverly Hills, California 90210 t(310) 285-2400 f(310) 385-0862 BeverlyHills.org
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timely appeal of the Planning Commission’s decision regarding the subdivision map was filed. The City Council will consider the appeal of the Planning Commission’s decision in conjunction with the hearing regarding the rest of the requested Project entitlements and will consider the Vesting Tentative Parcel Map.

Project Description: The Project Proponent, Cheval Blanc (a division of LVMH), proposes a specific plan to allow for development of a single multiple-use building with up to 220,950 SF of floor area and no more than 115 hotel guest rooms allowed. The development standards included in the proposed Cheval Blanc Beverly Hills Specific Plan would allow a maximum floor area ratio (FAR) of 4.2 and a maximum above ground FAR of 3.91. The proposed building includes a luxury hotel with restaurants and ancillary services, a private club, and street level retail uses with North Rodeo Drive frontage. The submitted conceptual plans for the Project includes the following proposed features:
• Building heights vary across the Project site, ranging from 4-stories, 51-feet in height on North Rodeo Drive to a maximum of 9-stories, 115-feet in height on the North Beverly Drive. • A total of 212,034 SF of floor area and 109 hotel guest rooms. • Club with social and recreational facilities for up to 500 individual members within the hotel portion of the building.
• Appurtenant uses for the hotel and club, including: hotel/club member dining facilities, a wellness center, a day/cosmetic spa, and outdoor pools, decks and balconies. • Motor court with access from South Santa Monica Boulevard. • Ground level publicly accessible restaurant on North Beverly Drive. • 172 vehicle parking spaces (139 on-site spaces and 33 in lieu parking program spaces). • A public pedestrian plaza at the corner of North Rodeo Drive and South Santa Monica Boulevard. • Relocate a public alley that runs north-south across the Project site to an east-west alignment on the southern portion of the Project site with access from North Beverly Drive.

The 1.28-acre Project site consists of four
existing parcels as well as a portion of the
existing north-south alley located between
North Rodeo Drive and North Beverly
Drive and is currently addressed 456 and
468 North Rodeo Drive; 449, 451 and 453
North Beverly Drive; and 461 through
465 North Beverly Drive. The Project site
is currently developed with two retail
commercial structures on North Rodeo
Drive (“Celine” and former “Brooks
Brothers” locations) and is developed
with a retail building and an institutional
building (former “Paley Center”) on
North Beverly Drive.

City of Beverly Hills 455 N. Rexford Drive Beverly Hills, California 90210 t(310) 285-2400 f(310) 385-0862 BeverlyHills.org
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Final EIR: The Proposed Project has been assessed in accordance with the authority and criteria contained in the California Environmental Quality Act (CEQA), the State CEQA guidelines, and the environmental regulations of the City. The City of Beverly Hills has prepared a Final EIR to analyze potential environmental impacts associated with the Project, which is available at www.beverlyhills.org/environmental. The Final EIR impact analysis determines that, after mitigation, no significant environmental effects are anticipated. The Final EIR analyzes the following potential environmental effects of the Project:
• Air Quality • Land Use/Planning
• Biological Resources (Bats) • Noise
• Cultural Resources • Transportation
• Energy • Tribal Cultural Resources
• Geology/Soils (Paleontology) • Utilities/Service Systems (Energy) • Greenhouse Gas Emissions
The City Council will consider the Final EIR, and may adopt a resolution certifying the Final EIR and adopting a Mitigation Monitoring and Reporting Program. The City Council will also consider whether to approve the requested entitlements, including the vesting tentative parcel map on appeal.

HOW TO PARTICIPATE IN THE CITY COUNCIL MEETING
Members of the public may participate in the meeting by attending in-person or telephonically; and may view the meeting through live webcast or BHTV Channel 10 on Spectrum Cable. To submit Audio/Oral comments during the hearing call: 310-288-2288, to submit written comments please email: [email protected], to submit video comments (during public comment only) use https://beverlyhills-org.zoom.us/my/bevpublic (passcode: 90210). To Watch Video Live use http://beverlyhills.org/live or On-Demand use http://beverlyhills.org/citycouncilmeetings. In-Person comments can be submitted with a speaker card to the City Clerk at the meeting.

It is recommended that public written comments be submitted to the City Clerk’s office by 12:00 p.m. on the meeting date. Public comments will also be taken during the meeting when the topic is being reviewed by the City Council. Written comments should identify the Agenda Item Number or Topic in the subject line of the email. Written comments will be allowed with a maximum of 350 words, which corresponds to approximately 3 minutes of speaking time. If a comment is received after the agenda item is heard, it will not be a part of the record. Public comment via video conference will be 3 minutes per each individual comment, subject to City Council discretion.

Any interested person may participate in the meeting and be heard or present written comments to the City Council. According to Government Code Section 65009, if you challenge the Council’s action in court, you may be limited to raising only those issues you or someone else raised at the public hearing described in this notice, or in written correspondence delivered to the City, either at or prior to the public hearing.

In Person Participation: All interested persons are invited to attend and speak on this matter in person. Please see the above information on the location and time of this meeting.

City of Beverly Hills 455 N. Rexford Drive Beverly Hills, California 90210 t(310) 285-2400 f(310) 385-0862 BeverlyHills.org
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If there are any questions regarding this notice, please contact Masa Alkire, AICP, Project Manager, Community Development Department, at (310) 285-1135 or [email protected]. The case file documents are available for review upon request.

HUMA AHMED
City Clerk
Mailed: September 2, 2022
Pursuant to the Americans with Disabilities Act, the City of Beverly Hills will make reasonable efforts to accommodate persons with disabilities. If you require special assistance, please call (310) 285-2400 (voice) or (310) 285-6881 (TTY). Providing at least forty-eight (48) hours advance notice will help to ensure availability of services. City Hall, including the Council Chamber and Room 280A, is wheelchair accessible.

The City Hall Council Chamber and Room 280A are also equipped with audio equipment for the hearing impaired.
çBEVRLYRLY
City Clerk’s Office

NOTICE OF PUBLIC HEARING(S)
The Council of the City of Beverly Hills, at regular meeting(s) to be held on Tuesday, September 20, 2022 at 7:00 p.m., subject to tentative continuance at the Council’s discretion to Tuesday, October 11, 2022 at 7:00 p.m., and/or another time as the City Council may determine, will hold public hearing(s) in the Council Chamber of the City Hall, 455 N. Rexford Drive, Beverly Hills, CA 90210 to consider the proposed ChevalBlanc Beverly Hills Specific Plan Project (“Project”), consisting ofthe following requests:
• Final Environmental Impact Report (Final EIR): City certification ofthe Final EIR.• General Plan Amendment: Create the Cheval Blanc Beverly Hills Specific Plan land use designation and apply it to the Project site. Amend General Plan Land Use Element Policy 9.4 text to identify that anchor location design criteria applies to the Project site. • Specific Plan: Adopt a specific plan that includes: 1) allowed uses, development standards, and guidelines for the plan area, 2) operational standards for uses, 3) plan implementation and administration, and 4) a conceptual project plan.
• Zone Text and Map Amendments: Add the Cheval Blanc Beverly Hills Specific Plan to the Beverly Hills Municipal Code and update the City’s zoning map to apply the Cheval Blanc BeverlyHills Specific Plan zoning designation to the Project site. • Encroachment Permit: Allow: 1) a subsurface utility vault to encroach into the public right-ofway, 2) subterranean parking to extend under the public sidewalk from 10 feet below grade and up to the existing sidewalk curb, 3) installation and maintenance of landscaped parkway and specialpaving in the public right-of-way fronting the Project Site. • Master Plan of Streets Amendment: 1) relocate the existing surface right-of-way for public alley purposes; 2) dedicate additional surface right-of-way for public sidewalk purposes along South Santa Monica Boulevard, and 3) allow the public roadway along North Rodeo Drive, South Santa Monica Boulevard and North Beverly Drive to remain in their current locations. • Development Agreement: The Applicant is seeking a development agreement with the City.• Appeal of Planning Commission conditional approval of Vesting Tentative Parcel Map:

Merge 4 existing lots into one lot and relocate the surface public alley right-of-way to the southern portion of the Project Site.

At a Special Meeting on June 13, 2022, the Planning Commission adopted three resolutions recommendingto the City Council: a) certification of the Final EIR; b) approval of a General Plan Amendment, Master Plan of Streets Amendment, and Zone Text/Map Amendments to establish the Cheval Blanc Beverly Hills Specific Plan; and, c) adoption ofthe Cheval Blanc Beverly Hills Specific Plan and associated encroachment permits,subject to certain conditions of approval. As the City’s approval authority for subdivision maps, the Planning Commission also adopted a resolution conditionally approving Vesting Tentative Parcel Map No. 82872,contingent on the Council’s approval of the rest of the requested Project entitlements. On June 23, 2022, a timely appeal of the Planning Commission’s decision regarding the subdivision map was filed. The City Council will consider the appeal of the Planning Commission’s decision in conjunction with the hearing regarding the rest of the requested Project entitlements and will consider the Vesting Tentative Parcel Map.Project Description: The Project Proponent, Cheval Blanc (a division of LVMH), proposes a specific plan to allow for development of a single multiple-use building with up to 220,950 SF of floor area and no more than 115 hotel guest rooms allowed. The development standards included in the proposed Cheval Blanc Beverly Hills Specific Plan would allow a maximum floor area ratio (FAR) of 4.2 and a maximum above ground FAR of 3.91. The proposed building includes a luxury hotel with restaurants and ancillary services, a private club, and street level retail uses with North Rodeo Drive frontage. The submitted conceptual plansfor the Project includes the following proposed features:
• Building heights vary across the Project site, ranging from 4-stories, 51-feet in height on North Rodeo Drive to a maximum of 9-stories, 115-feet in height on the North Beverly Drive. • A total of 212,034 SF offloor area and 109 hotel guest rooms.• Club with social and recreational facilities for up to 500 individual members within the hotel portion of the building.
• Appurtenant uses for the hotel and club, including: hotel/club member dining facilities, a wellness center, a day/cosmetic spa, and outdoor pools, decks and balconies. • Motor court with access from South Santa Monica Boulevard. • Ground level publicly accessible restaurant on North Beverly Drive. • 185 vehicle parking spaces located on subterranean levels.• A public pedestrian plaza at the corner of North Rodeo Drive and South Santa Monica Boulevard.• Relocate a public alley that runs north-south across the Project site to an east-west alignment on the southern portion of the Project site with access from North Beverly Drive.

The 1.28-acre Project site consists of four
existing parcels as well as a portion of theexisting north-south alley located between North Rodeo Drive and North Beverly
Drive and is currently addressed 456 and
468 North Rodeo Drive; 449,451 and 453North Beverly Drive; and 461 through465 North Beverly Drive. The Project site is currently developed with two retail
commercial structures on North Rodeo
Drive (“Celine” and former “BrooksBrothers” locations) and is developed with a retail building and an institutionalbuilding (former “Paley Center”) on North Beverly Drive.

City ofBeverly Hills 455 N. Rexford Drive Beverly Hills, California 90210 t(310) 285-2400 1(310) 385-0862 BeverlyHils. org
-2-
Final EIR: The Proposed Project has been assessed in accordance with the authority and criteria contained in the California Environmental Quality Act (CEQA), the State CEQA guidelines, and the environmental regulations of the City. The City of Beverly Hills has prepared a Final EIR to analyze potential environmentalimpacts associated with the Project, which is available at www.beverlyhills.org/environmental. The Final EIRimpact analysis determines that, after mitigation, no significant environmental effects are anticipated. The Final EIR analyzes the following potential environmental effects of the Project:
• Air Quality • Land Use/Planning• Biological Resources (Bats) • Noise • Cultural Resources • Transportation• Energy • Tribal Cultural Resources• Geology/Soils (Paleontology) • Utilities/Service Systems (Energy) • Greenhouse Gas Emissions
The City Council will consider the Final EIR, and may adopt a resolution certifying the Final EIR and adopting a Mitigation Monitoring and Reporting Program. The City Council will also consider whether to approve the requested entitlements, including the vesting tentative parcel map on appeal.

HOW TO PARTICIPATE IN THE CITY COUNCIL MEETING
Members ofthe public may participate in the meeting by attending in-person or telephonically; and may viewthe meeting through live webcast or BHTV Channel 10 on Spectrum Cable. To submit Audio/Oral comments during the hearing call: 310-288-2288, to submit written comments please email: [email protected], to submit video comments (during public comment only) use https://beverlyhills-org.zoom.us/my/bevpublic (passcode: 90210). To Watch Video Live use http://beverlyhills.org/live or On-Demand use http://beverlyhills.org/citycouncilmeetings. In-Person comments can be submitted with a speaker card to the City Clerk at the meeting.

It is recommended that public written comments be submitted to the City Clerk’s office by 12:00 p.m. on themeeting date. Public comments will also be taken during the meeting when the topic is being reviewed by the City Council. Written comments should identify the Agenda Item Number or Topic in the subject line of the email. Written comments will be allowed with a maximum of 350 words, which corresponds to approximately 3 minutes ofspeaking time. If a comment is received after the agenda item is heard, it will not be a part of the record. Public comment via video conference will be 3 minutes per each individual comment, subject to CityCouncil discretion.Any interested person may participate in the meeting and be heard or present written comments to the City Council. According to Government Code Section 65009, if you challenge the Council’s action in court, you may be limited to raising only those issues you or someone else raised at the public hearing described in thisnotice, or in written correspondence delivered to the City, either at or prior to the public hearing.

In Person Participation: All interested persons are invited to attend and speak on this matter in person. Pleasesee the above information on the location and time of this meeting.

City ofBeverly Hills 455 N. Rexford Drive Beverly Hills, California 90210 t(310) 285-2400 1(310) 385-0862 BeverlyHills.org
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If there are any questions regarding this notice, please contact Masa Alkire, AICP, Project Manager, Community Development Department, at (310) 285-1135 or [email protected]. The case filedocuments are available for review upon request.

City Clerk
Mailed: August 26, 2022
Pursuant to the Americans with Disabilities Act, the City of Beverly Hills will make reasonable efforts to accommodate persons with disabilities. If you require special assistance, please call (310) 285-2400 (voice) or (310) 285-6881 (TTY). Providing at least forty-eight (48) hours advance notice will help to ensure .J availability of services. City Hall, including the Council Chamber and Room 280A, is wheelchair accessible.

The City Hall Council Chamber and Room 280A are also equipped with audio equipment for the hearing impaired.

City ofBeverly Hills 455 N. Rexford Drive Beverly Hills, California 90210 1(310) 285-2400 1(310) 385-0862 BeverlyHils. org
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Attachment 24
Final Environmental Impact Report (FEIR)
(Under Separate Cover and available at
www.beverlyhills.org/environmental)
Attachment 25
FEIR Appendix N
(Under Separate Cover and available at
www.beverlyhills.org/environmental)