Item F-1 Agenda Report — Beverly Hills City Council, November 7, 2023 (part 4 of 5)

Per the Project description and plans, the Project would have the following characteristics:
 The Project would have an FAR just over 3.00, and therefore would exceed 0.75  For Project, it would be necessary to construct three levels of subterranean parking to meet City parking requirements. Across the ground floor and three subterranean levels, the Project will provide 196 total automobile parking spaces. The Project is not proposing a fourth subterranean parking level. Additionally, strict application of the Beverly Hills Municipal Code (BHMC), without parking adjustments based on Density Bonus eligibility, the Project’s mixed-use nature, etc., would require a total of 329 automobile parking spaces. Therefore, no more parking than necessary will be provided; and
 Per the current 2020 RTP/SCS, also known as Connect SoCal, the core vison is to build upon and expand land use and transportation strategies to increase mobility options and achieve a more sustainable growth pattern. In order to do this, SCAG includes the following among its land use and transportation strategies:
o Plan for growth near transit investments and support implementation of first/last mile strategies
o Promote the redevelopment of underperforming retail developments and other outmoded nonresidential uses
o Prioritize infill and redevelopment of underutilized land to accommodate new growth, increase amenities and connectivity to existing neighborhoods o Encourage design and transportation options that reduce the reliance on and number of solo car trips (this could include mixed uses or locating and orienting close to existing destinations)
o Identify funding opportunities for new workforce and affordable housing development The Project site is located within a TPA, with the intersection of Wilshire Boulevard/La Cienega Boulevard designated as a Major Transit Stop. In addition, both Wilshire Boulevard and La Cienega Boulevard corridors are classified as HQTAs. Thus, the Project site is one of the locations “where vibrant TOD [Transit-Oriented Development] can be realized and are a cornerstone of land use planning best practice in the SCAG region.” Thus, as a mixed-use project promoting denser development around a Major Transit Stop and future Metro D (Purple) Line station (Wilshire/La Cienega), the Project is consistent with the current SCAG RTP/SCS.

Therefore, based on the TPA screening, the Project is presumed to have a less-than-significant VMT impact and no further VMT analysis is required.

LOCAL TRANSPORTATION ASSESSMENT
Per the City’s Local Transportation Assessment Guidelines, adopted by the City Planning Commission on October 10, 2019, a Local Transportation Assessment (LTA) is required of development projects forecast to generate 50 or more peak-hour trips on a typical weekday. The purpose of an LTA is to provide a comprehensive evaluation of a development project’s effects on the vehicular traffic operations and active transportation at facilities in the vicinity of the development project’s site.

STUDY SCENARIOS
The Project LTA will include analyses of existing and future (Project opening year) conditions:
 Existing (2022) Traffic Conditions
LTA Proposed Scope of Work – 55 N. La Cienega Boulevard Residential Mixed-Use, Beverly Hills JC28133

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 Existing (2022) Plus Project Traffic Conditions
 Future (2025) Without Project Conditions
 Future (2025) Plus Project Traffic Conditions
The Project’s construction phase is expected to end in November 2024. Therefore, the Project is expected to be occupied in early 2025, a year after the opening of the nearby Metro D (Purple) Line Wilshire/La Cienega subway station.

PROJECT TRIP GENERATION
Net weekday daily and peak-hour trip generation estimates for the Project have been developed based on guidance from the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition, 2021) and Trip Generation Handbook (3rd Edition, 2017), as well as local data provided via the SCAG Regional Travel Demand Model. The SCAG Regional Travel Demand Model “provides travel forecasting capabilities for the analysis of SCAG’s plans and programs,” including the RTP/SCS that played a foundational role in developing the City’s updated transportation analysis guidelines.

Given the mix of proposed uses on the site for the Project, it is expected that there would be trip interactions between individual uses that would not require the use of a vehicle. It is generally recognized that residents, visitors, employees, and patrons of a site will utilize other on-site uses if they are conveniently located and/or provide useful services or amenities, with the level of interaction dependent upon the number of residents, visitors, employees, and patrons; service providers; accessibility; and other factors. The ITE Trip Generation Handbook recommended methodology for estimating the trip generation of a mixed-use development, which follows the procedures from the National Cooperative Highway Research Program (NCHRP) Report 684: Enhancing Internal Trip Capture Estimation for Mixed-Use Developments (Transportation Research Board, 2011), was used for the Project.

The use of public transportation and non-motorized modes (walk/bicycle) are important considerations in the evaluation of a development project’s trip-generating potential. As described above in the CEQA transportation impact analysis section, the Project site is located within a TPA, adjacent to a Major Transit Stop and along/near two HQTCs (La Cienega Boulevard and Wilshire Boulevard), with a Metro D (Purple) Line subway station scheduled to be constructed and operational less than one block away prior to the Project’s opening year. Estimations of mode split for transit and walk/bicycle modes are required inputs for calculating trip estimates for the Project using the above-mentioned NCHRP Report 684 methodology.

In order to determine the mode split and vehicle occupancy ratios (VORs) for the Project, the transportation characteristics of the Transportation Analysis Zone (TAZ) containing the Project site in the SCAG Regional Travel Demand Model (the “Model”) were reviewed. The Model base and future condition years are 2012 and 2040, respectively. Therefore, once the mode splits and VOR factors for each of these conditions were determined, interpolation techniques were used to determine appropriate mode splits and VORs for the Project (based on an opening year of 2025). The Model factors and interpolated values are included in the table below:

LTA Proposed Scope of Work – 55 N. La Cienega Boulevard Residential Mixed-Use, Beverly Hills JC28133

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The use of the above interpolated factors to represent mode split for the Project represents a conservative estimate of non-automobile mode shares. The Model TAZ containing the Project site is bounded generally by Wilshire Boulevard to the south, Robertson Boulevard to the west, Burton Way to the north, and San Vicente Boulevard to the east. Within this TAZ, the Project site is uniquely situated in an HQTA and adjacent to the future Metro D (Purple) Line station. Therefore, users of the Project site are expected to exhibit nonautomobile mode shares greater than the TAZ average. Still, the average TAZ interpolated factors were assumed for the Project to provide a more conservative analysis.

Based on the aforementioned trip generation methodologies and calculations and as shown in attached Table 1 (with supporting mixed-use development trip calculation worksheets), the weekday daily and peakhour trip estimates were calculated for the proposed Project. Once completed and occupied, the Project would generate a total of 1,040 vehicle trips per weekday, with 113 vehicle trips during the AM peak hour and 65 vehicle trips during the PM peak hour. No existing use trip credits have been applied for the 13,500 square-foot quality restaurant that currently occupies the site (i.e., The Stinking Rose), as it has been closed for over two years.

The Project trip generation calculations also account for the presence of “pass-by” trips. As some motorists pass by the Project site, the specific convenient facilities provided by the Project (or other factors) produce a stop at the site. Such activity is considered to be an interim stop along a trip which existed irrespective of the development of the Project, and therefore vehicles making these stops are not considered to be newly generated Project-related traffic. The ITE Trip Generation Manual provides a series of pass-by trip percentages for various land use types, which were applied to the appropriate proposed commercial land uses. Trip reductions for commercial use pass-by activity will not applied to the Project’s driveway intersections along La Cienega Boulevard since pass-by trips, while not new to the area roadways, would be included in the number of vehicles that enter and exit the site for Project access and egress.

PROJECT TRIP DISTRIBUTION
Estimation of the directional distribution of Project trips was the next step in the analytical process. The primary factors affecting the trip distribution patterns are the nature of the Project uses, existing traffic patterns, characteristics of the surrounding roadway system, geographic location of the Project site and its proximity to freeways and major travel routes, employment/activity centers to which residents would likely be attracted, residential areas from which employees would likely be drawn, and the various regions generating visitors and patrons. Based on these factors, the overall Project directional trip distribution patterns were determined for the residential and commercial components of the Project and are shown in Figures 1 and 2, respectively. These remain unchanged from the previously approved versions.

Project TAZ
Model
Base Year
(2012)
LTA
Existing
Conditions
(2022)
LTA
Future
Conditions
(2025)
Model
Future
Year
(2040)
Automobile Mode Split 71.3% 71% 70% 69.4%
Transit Mode Split 9.2% 11% 11% 13.8%
Walk/Bicycle Mode Split 19.4% 19% 18% 16.8%
VOR 1.579 1.586 1.588 1.599
LTA Proposed Scope of Work – 55 N. La Cienega Boulevard Residential Mixed-Use, Beverly Hills JC28133

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PROPOSED STUDY AREA AND ASSUMPTIONS
The Project buildout year will be 2025; therefore, Existing (2022) and Future (2025) conditions will be analyzed as part of the LTA. The proposed ambient traffic growth rate will be 1.00% per year, compounded annually. In addition to ambient traffic growth, future traffic volumes associated with cumulative development projects identified as planned or under construction within the study area will be added to future condition volumes. These cumulative projects will be researched with staff from the City and adjacent jurisdictions. We propose to include cumulative projects within an approximate 1.0-mile radius of the Project site.

Per the Project trip generation estimates and trip distribution patterns, the following vehicle trip contributions would be expected for the Project during the weekday AM and PM peak hours:

Based on the anticipated Project traffic volume contributions, the proposed study area would consist of the following intersections:

1. La Cienega Boulevard & Wilshire Boulevard

2. La Cienega Boulevard & Olympic Boulevard
These are the only two major signalized intersections that may experience net Project traffic volume contributions approaching 50 or more peak-hour trips, and they represent the study area approved for the previous (and larger) residential mixed-use project. It should be noted that the intersection of La Cienega Boulevard & Olympic Boulevard is shared between the Cities of Beverly Hills and Los Angeles. The Project is not expected to contribute substantial traffic volumes to any local residential street segments.

DATA COLLECTION
Please provide direction regarding the establishment of Existing (2022) baseline condition traffic volumes in the study area. We can utilize the pre-pandemic intersection traffic counts obtained as part of the previous analysis. The traffic counts are dated 2017 and 2019, so we would growth-factor these volumes based on an ambient traffic growth factor to represent 2022 conditions. We can also collect new turning movement volumes at the study intersections. Please let us know your preferred approach.

AM Peak Hour PM Peak Hour
Robertson Boulevard & Wilshire Boulevard 31 18
La Cienega Boulevard & 3rd Street 17 11
La Cienega Boulevard & Burton Way/San Vicente Boulevard 25 14 La Cienega Boulevard & Wilshire Boulevard 88 51
La Cienega Boulevard & Olympic Boulevard 43 25
San Vicente Boulevard & Wilshire Boulevard 15 9
Intersection
Net Project Vehicle Trip Contributions
La Cienega Boulevard & San Vicente Boulevard
added per City STE request on 8/23/2022.

ATTACHMENTS
TABLE 1

PROJECT WEEKDAY TRIP GENERATION RATES AND SUMMARY
(INCLUDING NCHRP 684 INTERNAL TRIP CAPTURE ESTIMATION

TOOL WORKSHEETS)
In Out Total In Out Total
Trip Generation Rates
Multifamily Housing (Mid-Rise)/Vehicle 221 1 du 4.54 23% 77% 0.37 61% 39% 0.39 Strip Retail Plaza (<40k)/Vehicle 822 1 ksf 54.45 60% 40% 2.36 50% 50% 6.59 Supermarket/Vehicle 850 1 ksf 93.84 59% 41% 2.86 50% 50% 8.95 High-Turnover (Sit-Down) Restaurant/Vehicle 932 1 ksf 107.20 55% 45% 9.57 61% 39% 9.05 Coffee/Donut Shop without Drive-Through Window/Vehicle3 936 1 ksf 535.71 51% 49% 93.08 50% 50% 32.29 Trip Generation Summary
In Out Total In Out Total

PROPOSED USES
Residential
Multifamily Housing (Mid-Rise) Baseline Vehicle Trips 105 du 477 9 30 39 25 16 41 Residential Person Trips4 757 14 48 62 40 25 65
Residential Internal Person Trips5 286 1 10 11 24 13 37 Residential External Person Trips5 471 13 38 51 16 12 28 Residential External Trips by Vehicle (includes pass-by trips) 5 215 6 17 23 7 6 13
Residential External Trips by Transit
5 48 1 4 5 2 1 3
Residential External Trips by Walk/Bicycle5 83 2 7 9 3 2 5 Residential External Trips by Vehicle (with pass-by trip adjustment) 6 215 6 17 23 7 6 13
Restaurant
High-Turnover (Sit-Down) Restaurant Baseline Vehicle Trips 2.888 ksf 310 15 13 28 16 10 26 Café Baseline Vehicle Trips 1.344 ksf 720 64 61 125 22 21 43 Eatery/High-Turnover (Sit-Down) Rest. Baseline Vehicle Trips 3.687 ksf 395 19 16 35 20 13 33 Restaurant Total Baseline Vehicle Trips 7.919 ksf 1,425 98 90 188 58 44 102 Restaurant Total Person Trips4 2,265 156 143 299 92 70 162 Restaurant Total Internal Person Trips5 388 13 3 16 28 35 63 Restaurant Total External Person Trips5 1,877 143 140 283 64 35 99 Restaurant External Trips by Vehicle (includes pass-by trips) 5 840 64 63 127 28 16 44
Restaurant External Trips by Transit
5 206 16 15 31 7 4 11
Restaurant External Trips by Walk/Bicycle5 339 26 25 51 12 6 18 Restaurant External Trips by Vehicle (with pass-by trip adjustment) 7 477 36 36 72 16 9 25
Retail
Retail Baseline Vehicle Trips 1.450 ksf 79 21355 10
Grocery Market Baseline Vehicle Trips 10.045 ksf 943 17 12 29 45 45 90 Retail Total Baseline Vehicle Trips 11.495 ksf 1,022 19 13 32 50 50 100 Retail Total Person Trips4 1,618 30 21 51 79 79 158
Retail Total Internal Person Trips5 643 2 3 5 37 41 78
Retail Total External Person Trips5 976 28 18 46 42 38 80 Retail External Trips by Vehicle (includes pass-by trips) 5 434 13 8 21 18 17 35
Retail External Trips by Transit
5 108 3 2 5 5 4 9
Retail External Trips by Walk/Bicycle5 178 5 3 8 8 7 15 Retail External Trips by Vehicle (with pass-by trip adjustment)8 348 11 7 18 14 13 27 Proposed Project Total External Trips by Vehicle (incl. Pass-By Trips) 1,489 83 88 171 53 39 92 Proposed Project Total External Project Trips by Vehicle 1,040 53 60 113 37 28 65 Notes:
1) ITE Trip Generation Manual (11th Edition, 2021) trip generation rates and directional distributions applied for Land Use Codes 221 (Multifamily [Mid-Rise]), 822 (Strip Retail Plaza [40k]), 850 (Supermarket), 932 (High-Turnover [Sit-Down] Restaurant), and 936 (Coffee/Donut Shop without Drive-Through Window) to develop baseline vehicle trips for each proposed and existing land use. The "General Urban/Suburban" setting and, for Land Use Code 221, the "Not Close to Rail Transit" land use subcategory were used given that the majority of these land use codes have a limited number of studies in the daily and peak-hour period datasets for the "Dense Multi-Use Urban" setting and "Close to Rail Transit" land use subcategory. Transit and walk/bicycle adjustments were, therefore, applied to the baseline vehicle trip calculations, as the availability of these modes is not accounted for in the "General Urban/Suburban" setting and "Not Close to Rail Transit" land use subcategory rates.

ITE Trip Generation Handbook (3rd Edition, 2017) recommended methodology for estimating the trip generation of a mixed-use development utilized for the Project. The ITE methodology follows the recommended procedures from the National Cooperative Highway Research Program (NCHRP) Report 684: Enhancing Internal Trip Capture Estimation for Mixed-Use Developments (Transportation Research Board, 2011). The NCHRP 684 Internal Trip Capture Estimation tool spreadsheet provided on the ITE website was used, with worksheets attached on the following pages for the Project. 2) du = Dwelling Units; ksf = Thousands of Square Feet of Gross Leasable Floor Area or Gross Floor Area. 3) Daily trip generation rate not provided for Land Use Code 936 (Coffee/Donut Shop without Drive-Through Window). Daily trip rate estimated by developing a Daily-to-(AM+PM) peak hour) factor based on Land Use Code 937 (Coffee/Donut Shop with Drive-Through Window) and applying this factor to the café's combined (AM+PM) peak-hour trip rate. 4) See Table 7-A: Conversion of Vehicle-Trip Ends to Person-Trip Ends and Table 7-P: Conversion of Vehicle-Trip Ends to Person-Trip Ends from the NCHRP 684 Internal Trip Capture Estimation Tool for the Project.
5) See Table 9-A (D): Internal and External Trips Summary (Entering Trips), Table 9-A (O): Internal and External Trips Summary (Exiting Trips), Table 9-P (D): Internal and External Trips Summary (Entering Trips), and Table 9-P (O): Internal and External Trips Summary (Exiting Trips) from the NCHRP 684 Internal Trip Capture Estimation Tool for the Project. 6) No pass-by trips assumed for proposed residential land use component. 7) Per the 2021 Pass-By Tables from the ITE Trip Generation Manual (11th Edition, 2021), Land Use Code 932 (High-Turnover [Sit-Down] Restaurant) had an average pass-by trip percentage of 43 percent during the weekday PM peak period. Per the 2021 Pass-By Tables, Land Use Code 938 (Coffee/Donut Shop with Drive-Through Window and No Indoor Seating) had an average pass-by trip percentage of 94 percent during the weekday AM and PM peak periods. No pass-by trip percentage data is provided specifically for Land Use Code 936, so Land Use Code 938 serves as the most similar proxy. As the majority of restaurant PM peak-hour trips are generated by the proposed high-turnover restaurant uses, a pass-by trip percentage of 43 percent was conservatively assumed for the total restaurant external trips by vehicle during the PM peak hour. Although the majority of restaurant AM peak-hour trips are generated by the café use, the same pass-by trip percentage of 43 percent was assumed for the total restaurant external trips by vehicle during the AM peak hour to provide a more conservative analysis framework. 8) Per the 2021 Pass-By Tables, Land Use Code 821 (Shopping Plaza [40- 150k]) had an average pass-by trip percentage of 40 percent during the weekday PM peak period. No pass-by trip percentage data is provided specifically for Land Use Code 822, so Land Use Code 821 serves as the most similar proxy. Per the 2021 Pass-By Tables, Land Use Code 850 (Supermarket) had an average pass-by trip percentage of 24 percent during the weekday PM peak period. Given that the proposed grocery market generates the majority of PM peak-hour trips, a pass-by trip percentage of 24 percent was conservatively estimated for the total retail external trips by vehicle during the PM peak hour. Half of this pass-by trip percentage (12 percent) was assumed for the total retail external trips by vehicle during the AM peak hour to provide a more conservative analysis framework. 9) The ITE Trip Generation Handbook provides no guidance for estimating daily trips for mixed-use developments. Therefore, daily trips for each land use's subcategory (person trips, internal person trips, external person trips, external trips by mode) were estimated by developing a Daily-to-(AM+PM peak hour) factor based on the land use's baseline vehicle trips and applying this factor to each subcategory's combined (AM+PM) peak-hour trips.

PM Peak Hour
Description Size
Average
Weekday9
AM Peak Hour PM Peak Hour
TABLE 1
55 N. LA CIENEGA BOULEVARD RESIDENTIAL MIXED-USE PROJECT WEEKDAY TRIP GENERATION RATES AND SUMMARY1
Land Use/Trip Type
ITE
Code Intensity2
Average
Weekday
AM 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 0
Retail 822, 850 11,495 sf 32 19 13
Restaurant 932, 936 7,919 sf 188 98 90
Cinema/Entertainment 0
Residential 221 105 du 39 9 30
Hotel 0
All Other Land Uses2 0
259 126 133
Veh. Occ.4 % Transit % Non-Motorized Veh. Occ.4 % Transit % Non-Motorized Office
Retail 1.59 11% 18% 1.59 11% 18%
Restaurant 1.59 11% 18% 1.59 11% 18%
Cinema/Entertainment
Residential 1.59 11% 18% 1.59 11% 18%
Hotel
All Other Land Uses2
Office Retail Restaurant Residential Hotel
Office
Retail
Restaurant
Cinema/Entertainment
Residential
Hotel
Office Retail Restaurant Residential Hotel
Office 0 0 0 0
Retail 0 3 0 0
Restaurant 0 2 1 0
Cinema/Entertainment 0 0 0 0 0
Residential 0 0 10 0
Hotel 0 0 0 0
Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 412 200 212 Office N/A N/A
Internal Capture Percentage 8% 8% 8% Retail 7% 14%
Restaurant 8% 2%
External Vehicle-Trips5 171 83 88 Cinema/Entertainment N/A N/A External Transit-Trips6 41 20 21 Residential 7% 21%
External Non-Motorized Trips6 68 33 35 Hotel N/A N/A
55 N. La Cienega Boulevard, Beverly Hills
AM Street Peak Hour
KOA Corporation
RJK
2025
22-Aug-22
Estimation Tool Developed by the Texas A&M Transportation Institute - Version 2013.1 Table 5-A: Computations Summary Table 6-A: Internal Trip Capture Percentages by Land Use 2 Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator. 5 Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A. 1 Land Use Codes (LUCs) from Trip Generation Manual , published by the Institute of Transportation Engineers. 6 Person-Trips
*Indicates computation that has been rounded to the nearest whole number. 3 Enter trips assuming no transit or non-motorized trips (as assumed in ITE Trip Generation Manual ). 4 Enter 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.

Table 2-A: Mode Split and Vehicle Occupancy Estimates
Table 4-A: Internal Person-Trip Origin-Destination Matrix* Destination (To) Origin (From)
Origin (From) Destination (To)
Cinema/Entertainment
Land Use Entering Trips Exiting Trips
Table 3-A: Average Land Use Interchange Distances (Feet Walking Distance) NCHRP 684 Internal Trip Capture Estimation Tool
Table 1-A: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) 0 0
Cinema/Entertainment
Development Data (For Information Only )
0 0
0 Estimated Vehicle-Trips3
Land Use
55 N. La Cienega Boulevard Mixed-Use
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 1.59 19 30 1.59 13 21
Restaurant 1.59 98 156 1.59 90 143
Cinema/Entertainment 1.00 0 0 1.00 0 0
Residential 1.59 9 14 1.59 30 48
Hotel 1.00 0 0 1.00 0 0
Office Retail Restaurant Residential Hotel
Office 0 0 0 0
Retail 6 3 3 0
Restaurant 44 20 6 4
Cinema/Entertainment 0 0 0 0 0
Residential 1 0 10 0
Hotel 0 0 0 0
Office Retail Restaurant Residential Hotel
Office 10 36 0 0
Retail 0 78 0 0
Restaurant 0 2 1 0
Cinema/Entertainment 0 0 0 0 0
Residential 0 5 31 0
Hotel 0 1 9 0
Internal External Total Vehicles1 Transit2 Non-Motorized2 Office 0 0 0 0 0 0
Retail 2 28 30 13 3 5
Restaurant 13 143 156 64 16 26
Cinema/Entertainment 0 0 0 0 0 0
Residential 1 13 14 6 1 2
Hotel 0 0 0 0 0 0
All Other Land Uses3 00 0 0 0 0
Internal External Total Vehicles1 Transit2 Non-Motorized2 Office 0 0 0 0 0 0
Retail 3 18 21 8 2 3
Restaurant 3 140 143 63 15 25
Cinema/Entertainment 0 0 0 0 0 0
Residential 10 38 48 17 4 7
Hotel 0 0 0 0 0 0
All Other Land Uses3 00 0 0 0 0
Land Use Table 7-A (D): Entering Trips
2 Person-Trips
Person-Trip Estimates
55 N. La Cienega Boulevard Mixed-Use
AM Street Peak Hour
Table 9-A (D): Internal and External Trips Summary (Entering Trips) Table 8-A (O): Internal Person-Trip Origin-Destination Matrix (Computed at Origin) Origin (From) Destination (To)
Cinema/Entertainment
Table 7-A: Conversion of Vehicle-Trip Ends to Person-Trip Ends Table 7-A (O): Exiting Trips
0 0
0 Table 8-A (D): Internal Person-Trip Origin-Destination Matrix (Computed at Destination) Origin (From)
Origin Land Use Person-Trip Estimates External Trips by Mode* External Trips by Mode*
1 Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A 0 *Indicates computation that has been rounded to the nearest whole number. 0 0
0 0
0 Destination (To)
Cinema/Entertainment
0 3
Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator Destination Land Use
Table 9-A (O): Internal and External Trips Summary (Exiting Trips) 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 0
Retail 822, 850 11,495 sf 100 50 50
Restaurant 932, 936 7,919 sf 102 58 44
Cinema/Entertainment 0
Residential 221 105 du 41 25 16
Hotel 0
All Other Land Uses2 0
243 133 110
Veh. Occ.4 % Transit % Non-Motorized Veh. Occ.4 % Transit % Non-Motorized Office
Retail 1.59 11% 18% 1.59 11% 18%
Restaurant 1.59 11% 18% 1.59 11% 18%
Cinema/Entertainment
Residential 1.59 11% 18% 1.59 11% 18%
Hotel
All Other Land Uses2
Office Retail Restaurant Residential Hotel
Office
Retail
Restaurant
Cinema/Entertainment
Residential
Hotel
Office Retail Restaurant Residential Hotel
Office 0 0 0 0
Retail 0 23 18 0
Restaurant 0 29 6 0
Cinema/Entertainment 0 0 0 0 0
Residential 0 8 5 0
Hotel 0 0 0 0
Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 385 211 174 Office N/A N/A
Internal Capture Percentage 46% 42% 51% Retail 47% 52%
Restaurant 30% 50%
External Vehicle-Trips5 92 53 39 Cinema/Entertainment N/A N/A External Transit-Trips6 23 14 9 Residential 60% 52%
External Non-Motorized Trips6 38 23 15 Hotel N/A N/A
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. 3 Enter trips assuming no transit or non-motorized trips (as assumed in ITE Trip Generation Manual). 5 Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P.

Table 5-P: Computations Summary Table 6-P: Internal Trip Capture Percentages by Land Use 4 Enter vehicle occupancy assumed in Table 1-P vehicle trips. If vehicle occupancy changes for proposed mixed-use project, manual adjustments must be 6 Person-Trips
0 0
0 0
Table 4-P: Internal Person-Trip Origin-Destination Matrix* Origin (From) Destination (To)
Cinema/Entertainment
0 Table 3-P: Average Land Use Interchange Distances (Feet Walking Distance) Origin (From) Destination (To)
Cinema/Entertainment
NCHRP 684 Internal Trip Capture Estimation Tool
55 N. La Cienega Boulevard Mixed-Use KOA Corporation
55 N. La Cienega Boulevard, Beverly Hills RJK
*Indicates computation that has been rounded to the nearest whole number.

Estimation Tool Developed by the Texas A&M Transportation Institute - Version 2013.1 22-Aug-22
2025
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
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 1.59 50 79 1.59 50 79
Restaurant 1.59 58 92 1.59 44 70
Cinema/Entertainment 1.00 0 0 1.00 0 0
Residential 1.59 25 40 1.59 16 25
Hotel 1.00 0 0 1.00 0 0
Office Retail Restaurant Residential Hotel
Office 0 0 0 0
Retail 2 23 21 4
Restaurant 2 29 13 5
Cinema/Entertainment 0 0 0 0 0
Residential 1 11 5 1
Hotel 0 0 0 0
Office Retail Restaurant Residential Hotel
Office 6 2 2 0
Retail 0 27 18 0
Restaurant 0 40 6 0
Cinema/Entertainment 0 3 3 2 0
Residential 0 8 13 0
Hotel 0 2 5 0
Internal External Total Vehicles1 Transit2 Non-Motorized2 Office 0 0 0 0 0 0
Retail 37 42 79 18 5 8
Restaurant 28 64 92 28 7 12
Cinema/Entertainment 0 0 0 0 0 0
Residential 24 16 40 7 2 3
Hotel 0 0 0 0 0 0
All Other Land Uses3 000 0 0 0
Internal External Total Vehicles1 Transit2 Non-Motorized2 Office 0 0 0 0 0 0
Retail 41 38 79 17 4 7
Restaurant 35 35 70 16 4 6
Cinema/Entertainment 0 0 0 0 0 0
Residential 13 12 25 6 1 2
Hotel 0 0 0 0 0 0
All Other Land Uses3 000 0 0 0
0 0
6 0
0 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) Origin Land Use Person-Trip Estimates External Trips by Mode* Person-Trip Estimates External Trips by Mode*
0 Table 8-P (D): Internal Person-Trip Origin-Destination Matrix (Computed at Destination) Origin (From)
2 Person-Trips
0 0
Table 9-P (D): Internal and External Trips Summary (Entering Trips) Destination Land Use
*Indicates computation that has been rounded to the nearest whole number. 55 N. La Cienega Boulevard Mixed-Use
PM Street Peak Hour
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) Origin (From) Destination (To)
Destination (To)
Cinema/Entertainment
Cinema/Entertainment
0 3
1 Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P AM Peak Hour PM Peak Hour
To Office 0.0% 0.0%
To Retail 28.0% 20.0%
To Restaurant 63.0% 4.0%
To Cinema/Entertainment 0.0% 0.0%
To Residential 1.0% 2.0%
To Hotel 0.0% 0.0%
To Office 29.0% 2.0%
To Retail 0.0% 0.0%
To Restaurant 13.0% 29.0%
To Cinema/Entertainment 0.0% 4.0%
To Residential 14.0% 26.0%
To Hotel 0.0% 5.0%
To Office 31.0% 3.0%
To Retail 14.0% 41.0%
To Restaurant 0.0% 0.0%
To Cinema/Entertainment 0.0% 8.0%
To Residential 4.0% 18.0%
To Hotel 3.0% 7.0%
To Office 0.0% 2.0%
To Retail 0.0% 21.0%
To Restaurant 0.0% 31.0%
To Cinema/Entertainment 0.0% 0.0%
To Residential 0.0% 8.0%
To Hotel 0.0% 2.0%
To Office 2.0% 4.0%
To Retail 1.0% 42.0%
To Restaurant 20.0% 21.0%
To Cinema/Entertainment 0.0% 0.0%
To Residential 0.0% 0.0%
To Hotel 0.0% 3.0%
To Office 75.0% 0.0%
To Retail 14.0% 16.0%
To Restaurant 9.0% 68.0%
To Cinema/Entertainment 0.0% 0.0%
To Residential 0.0% 2.0%
To Hotel 0.0% 0.0%
Table 7.1a Adjusted Internal Trip Capture Rates for Trip Origins within a Multi-Use Development Land Use Pairs Weekday
From OFFICE
From RETAIL
From RESTAURANT
From HOTEL
From CINEMA/ENTERTAINMENT
From RESIDENTIAL
AM Peak Hour PM Peak Hour
From Office 0.0% 0.0%
From Retail 4.0% 31.0%
From Restaurant 14.0% 30.0%
From Cinema/Entertainment 0.0% 6.0%
From Residential 3.0% 57.0%
From Hotel 3.0% 0.0%
From Office 32.0% 8.0%
From Retail 0.0% 0.0%
From Restaurant 8.0% 50.0%
From Cinema/Entertainment 0.0% 4.0%
From Residential 17.0% 10.0%
From Hotel 4.0% 2.0%
From Office 23.0% 2.0%
From Retail 50.0% 29.0%
From Restaurant 0.0% 0.0%
From Cinema/Entertainment 0.0% 3.0%
From Residential 20.0% 14.0%
From Hotel 6.0% 5.0%
From Office 0.0% 1.0%
From Retail 0.0% 26.0%
From Restaurant 0.0% 32.0%
From Cinema/Entertainment 0.0% 0.0%
From Residential 0.0% 0.0%
From Hotel 0.0% 0.0%
From Office 0.0% 4.0%
From Retail 2.0% 46.0%
From Restaurant 5.0% 16.0%
From Cinema/Entertainment 0.0% 4.0%
From Residential 0.0% 0.0%
From Hotel 0.0% 0.0%
From Office 0.0% 0.0%
From Retail 0.0% 17.0%
From Restaurant 4.0% 71.0%
From Cinema/Entertainment 0.0% 1.0%
From Residential 0.0% 12.0%
From Hotel 0.0% 0.0%
To HOTEL
Table 7.2a Adjusted Internal Trip Capture Rates for Trip Destinations within a Multi-Use Development Land Use Pairs Weekday
To OFFICE
To RETAIL
To RESTAURANT
To CINEMA/ENTERTAINMENT
To RESIDENTIAL
FIGURE 1

PROJECT RESIDENTIAL COMPONENT

TRIP DISTRIBUTION PERCENTAGES
3% 10%
14%41% (14%)
(41%)
(27%)
27%
3% 32% (6%) (32%) (3%)
6%
(2%)
(22%)
(3%) 3%
22%
6%
(8%)
(6%) 14%
4% ROBERTSON

PROJECT
SITE BLVD.

WILSHIRE
BLVD. LA CIENEGA BLVD.

OLYMPIC
BLVD.
3RD
BURTON WY.

SAN VICENTE
BLVD.

ST.
8% 2% (4%) (14%) (1%) (10%) (3%)
1%
FIGURE 1
X
8/22/2022 FN: LaCienega(55 N)BeverlyHills\PROJ-DIST-RES-LODGE NORTH

PROJECT RESIDENTIAL COMPONENT

TRIP DISTRIBUTION PERCENTAGES
- INBOUND PERCENTAGES
(XX%) - OUTBOUND PERCENTAGES
XX%
300 Corporate Pointe, Suite 470
Culver City, California 90230
PH (310) 473 6508 F (310) 444 9771
www.koacorp.com
FIGURE 2

PROJECT COMMERCIAL COMPONENTS

TRIP DISTRIBUTION PERCENTAGES
6% 10%
13%37% (13%)
(37%)
(27%)
27%
4% 25% (8%) (25%) (4%)
8%
(2%)
(20%)
(5%) 5%
20%
5%
(8%)
(5%) 18%
5% ROBERTSON

PROJECT
SITE BLVD.

WILSHIRE
BLVD. LA CIENEGA BLVD.

OLYMPIC
BLVD.
3RD
BURTON WY.

SAN VICENTE
BLVD.

ST.
8% 2% (5%) (18%) (2%) (10%) (6%)
2%
FIGURE 2
X
8/22/2022 FN: LaCienega(55 N)BeverlyHills\PROJ-DIST-COM NORTH

PROJECT COMMERCIAL COMPONENTS

TRIP DISTRIBUTION PERCENTAGES
- INBOUND PERCENTAGES
(XX%) - OUTBOUND PERCENTAGES
XX%
300 Corporate Pointe, Suite 470
Culver City, California 90230
PH (310) 473 6508 F (310) 444 9771
www.koacorp.com

ATTACHMENT B

TRAFFIC COUNT DATA SHEETS

File Name : 01_LAC_La C_San V AM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 1
City of Los Angeles
N/S: La Cienega Boulevard
E/W: San Vicente Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles - Dual Wheeled - Buses La Cienega Boulevard
Southbound
San Vicente Boulevard
Westbound
La Cienega Boulevard
Northbound
San Vicente Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 1 175 14 190 0 197 32 229 56 136 0 192 0 57 35 92 703 07:15 AM 0 244 20 264 0 265 39 304 53 121 0 174 0 46 26 72 814 07:30 AM 0 293 19 312 0 260 23 283 58 158 0 216 0 83 65 148 959 07:45 AM 0 258 41 299 0 278 33 311 96 177 0 273 0 82 51 133 1016 Total 1 970 94 1065 0 1000 127 1127 263 592 0 855 0 268 177 445 3492 08:00 AM 0 233 43 276 0 262 28 290 59 206 1 266 0 98 48 146 978 08:15 AM 0 249 38 287 0 280 25 305 59 193 1 253 0 114 34 148 993 08:30 AM 0 262 31 293 0 266 40 306 73 236 1 310 0 142 38 180 1089 08:45 AM 0 280 30 310 0 289 37 326 76 200 0 276 0 111 37 148 1060 Total 0 1024 142 1166 0 1097 130 1227 267 835 3 1105 0 465 157 622 4120 09:00 AM 0 238 40 278 1 267 43 311 34 229 1 264 0 150 49 199 1052 09:15 AM 0 239 32 271 0 266 35 301 47 173 1 221 0 93 33 126 919 09:30 AM 0 223 30 253 0 298 47 345 42 222 0 264 0 110 44 154 1016 09:45 AM 0 245 37 282 0 287 47 334 66 233 0 299 0 131 40 171 1086 Total 0 945 139 1084 1 1118 172 1291 189 857 2 1048 0 484 166 650 4073 Grand Total 1 2939 375 3315 1 3215 429 3645 719 2284 5 3008 0 1217 500 1717 11685 Apprch % 0 88.7 11.3 0 88.2 11.8 23.9 75.9 0.2 0 70.9 29.1 Total % 0 25.2 3.2 28.4 0 27.5 3.7 31.2 6.2 19.5 0 25.7 0 10.4 4.3 14.7 Passenger Vehicles 1 2874 369 3244 1 3123 409 3533 697 2210 5 2912 0 1180 480 1660 11349 % Passenger Vehicles 100 97.8 98.4 97.9 100 97.1 95.3 96.9 96.9 96.8 100 96.8 0 97 96 96.7 97.1 Dual Wheeled 0 47 5 52 0 75 20 95 14 55 0 69 0 25 16 41 257 % Dual Wheeled 0 1.6 1.3 1.6 0 2.3 4.7 2.6 1.9 2.4 0 2.3 0 2.1 3.2 2.4 2.2 Buses 0 18 1 19 0 17 0 17 8 19 0 27 0 12 4 16 79
% Buses 0 0.6 0.3 0.6 0 0.5 0 0.5 1.1 0.8 0 0.9 0 1 0.8 0.9 0.7 La Cienega Boulevard
Southbound
San Vicente Boulevard
Westbound
La Cienega Boulevard
Northbound
San Vicente Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:15 AM
08:15 AM 0 249 38 287 0 280 25 305 59 193 1 253 0 114 34 148 993 08:30 AM 0 262 31 293 0 266 40 306 73 236 1 310 0 142 38 180 1089 08:45 AM 0 280 30 310 0 289 37 326 76 200 0 276 0 111 37 148 1060 09:00 AM 0 238 40 278 1 267 43 311 34 229 1 264 0 150 49 199 1052 Total Volume 0 1029 139 1168 1 1102 145 1248 242 858 3 1103 0 517 158 675 4194 % App. Total 0 88.1 11.9 0.1 88.3 11.6 21.9 77.8 0.3 0 76.6 23.4 PHF .000 .919 .869 .942 .250 .953 .843 .957 .796 .909 .750 .890 .000 .862 .806 .848 .963 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_LAC_La C_San V AM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 2
City of Los Angeles
N/S: La Cienega Boulevard
E/W: San Vicente Boulevard
Weather: Clear
La Cienega Boulevard
San Vicente Boulevard
San Vicente Boulevard
La Cienega Boulevard
Right
139
Thru
1029
Left
0 Out In Total
1003 1168 2171
Right
145
Thru
1102
Left
1 Out Total In
520 1248 1768
Left
242
Thru
858
Right
3 Out In Total
1188 1103 2291
Left
0 Thru
517
Right
158
Total Out In
1483 675 2158
Peak Hour Begins at 08:15 AM
Passenger Vehicles
Dual Wheeled
Buses
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 09:00 AM 08:00 AM 08:15 AM
+0 mins. 0 293 19 312 1 267 43 311 59 206 1 266 0 114 34 148 +15 mins. 0 258 41 299 0 266 35 301 59 193 1 253 0 142 38 180 +30 mins. 0 233 43 276 0 298 47 345 73 236 1 310 0 111 37 148 +45 mins. 0 249 38 287 0 287 47 334 76 200 0 276 0 150 49 199 Total Volume 0 1033 141 1174 1 1118 172 1291 267 835 3 1105 0 517 158 675 % App. Total 0 88 12 0.1 86.6 13.3 24.2 75.6 0.3 0 76.6 23.4 PHF .000 .881 .820 .941 .250 .938 .915 .936 .878 .885 .750 .891 .000 .862 .806 .848 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_LAC_La C_San V AM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 1
City of Los Angeles
N/S: La Cienega Boulevard
E/W: San Vicente Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles
La Cienega Boulevard
Southbound
San Vicente Boulevard
Westbound
La Cienega Boulevard
Northbound
San Vicente Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 1 169 12 182 0 189 32 221 53 128 0 181 0 53 33 86 670 07:15 AM 0 243 20 263 0 262 36 298 52 118 0 170 0 44 25 69 800 07:30 AM 0 289 19 308 0 256 22 278 57 152 0 209 0 82 64 146 941 07:45 AM 0 253 40 293 0 274 32 306 94 172 0 266 0 78 51 129 994 Total 1 954 91 1046 0 981 122 1103 256 570 0 826 0 257 173 430 3405 08:00 AM 0 230 41 271 0 255 27 282 58 197 1 256 0 96 46 142 951 08:15 AM 0 244 38 282 0 276 25 301 59 185 1 245 0 110 31 141 969 08:30 AM 0 259 31 290 0 260 38 298 71 231 1 303 0 137 38 175 1066 08:45 AM 0 275 30 305 0 282 37 319 73 194 0 267 0 108 34 142 1033 Total 0 1008 140 1148 0 1073 127 1200 261 807 3 1071 0 451 149 600 4019 09:00 AM 0 227 39 266 1 262 41 304 33 220 1 254 0 146 46 192 1016 09:15 AM 0 231 32 263 0 254 33 287 47 168 1 216 0 90 30 120 886 09:30 AM 0 215 30 245 0 277 42 319 38 215 0 253 0 107 43 150 967 09:45 AM 0 239 37 276 0 276 44 320 62 230 0 292 0 129 39 168 1056 Total 0 912 138 1050 1 1069 160 1230 180 833 2 1015 0 472 158 630 3925 Grand Total 1 2874 369 3244 1 3123 409 3533 697 2210 5 2912 0 1180 480 1660 11349 Apprch % 0 88.6 11.4 0 88.4 11.6 23.9 75.9 0.2 0 71.1 28.9 Total % 0 25.3 3.3 28.6 0 27.5 3.6 31.1 6.1 19.5 0 25.7 0 10.4 4.2 14.6 La Cienega Boulevard
Southbound
San Vicente Boulevard
Westbound
La Cienega Boulevard
Northbound
San Vicente Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 08:15 AM to 09:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:15 AM
08:15 AM 0 244 38 282 0 276 25 301 59 185 1 245 0 110 31 141 969 08:30 AM 0 259 31 290 0 260 38 298 71 231 1 303 0 137 38 175 1066 08:45 AM 0 275 30 305 0 282 37 319 73 194 0 267 0 108 34 142 1033 09:00 AM 0 227 39 266 1 262 41 304 33 220 1 254 0 146 46 192 1016 Total Volume 0 1005 138 1143 1 1080 141 1222 236 830 3 1069 0 501 149 650 4084 % App. Total 0 87.9 12.1 0.1 88.4 11.5 22.1 77.6 0.3 0 77.1 22.9 PHF .000 .914 .885 .937 .250 .957 .860 .958 .808 .898 .750 .882 .000 .858 .810 .846 .958 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_LAC_La C_San V AM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 2
City of Los Angeles
N/S: La Cienega Boulevard
E/W: San Vicente Boulevard
Weather: Clear
La Cienega Boulevard
San Vicente Boulevard
San Vicente Boulevard
La Cienega Boulevard
Right
138
Thru
1005
Left
0 Out In Total
971 1143 2114
Right
141
Thru
1080
Left
1 Out Total In
504 1222 1726
Left
236
Thru
830
Right
3 Out In Total
1155 1069 2224
Left
0 Thru
501
Right
149
Total Out In
1454 650 2104
Peak Hour Begins at 08:15 AM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 08:15 AM to 09:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:15 AM 08:15 AM 08:15 AM 08:15 AM
+0 mins. 0 244 38 282 0 276 25 301 59 185 1 245 0 110 31 141 +15 mins. 0 259 31 290 0 260 38 298 71 231 1 303 0 137 38 175 +30 mins. 0 275 30 305 0 282 37 319 73 194 0 267 0 108 34 142 +45 mins. 0 227 39 266 1 262 41 304 33 220 1 254 0 146 46 192 Total Volume 0 1005 138 1143 1 1080 141 1222 236 830 3 1069 0 501 149 650 % App. Total 0 87.9 12.1 0.1 88.4 11.5 22.1 77.6 0.3 0 77.1 22.9 PHF .000 .914 .885 .937 .250 .957 .860 .958 .808 .898 .750 .882 .000 .858 .810 .846 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_LAC_La C_San V AM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 1
City of Los Angeles
N/S: La Cienega Boulevard
E/W: San Vicente Boulevard
Weather: Clear
Groups Printed- Dual Wheeled
La Cienega Boulevard
Southbound
San Vicente Boulevard
Westbound
La Cienega Boulevard
Northbound
San Vicente Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 5 2 7 0 5 0 5 2 6 0 8 0 1 1 2 22
07:15 AM 0 1 0 1 0 2 3 5 0 3 0 3 0 1 0 1 10
07:30 AM 0 2 0 2 0 3 1 4 1 4 0 5 0 1 0 1 12
07:45 AM 0 4 1 5 0 3 1 4 1 4 0 5 0 3 0 3 17
Total 0 12 3 15 0 13 5 18 4 17 0 21 0 6 1 7 61
08:00 AM 0 1 2 3 0 5 1 6 1 6 0 7 0 1 2 3 19
08:15 AM 0 3 0 3 0 3 0 3 0 8 0 8 0 3 3 6 20
08:30 AM 0 2 0 2 0 5 2 7 1 5 0 6 0 2 0 2 17
08:45 AM 0 3 0 3 0 5 0 5 2 2 0 4 0 2 2 4 16
Total 0 9 2 11 0 18 3 21 4 21 0 25 0 8 7 15 72
09:00 AM 0 11 0 11 0 3 2 5 1 8 0 9 0 4 3 7 32
09:15 AM 0 5 0 5 0 12 2 14 0 3 0 3 0 3 3 6 28
09:30 AM 0 7 0 7 0 19 5 24 1 4 0 5 0 2 1 3 39
09:45 AM 0 3 0 3 0 10 3 13 4 2 0 6 0 2 1 3 25
Total 0 26 0 26 0 44 12 56 6 17 0 23 0 11 8 19 124
Grand Total 0 47 5 52 0 75 20 95 14 55 0 69 0 25 16 41 257 Apprch % 0 90.4 9.6 0 78.9 21.1 20.3 79.7 0 0 61 39
Total % 0 18.3 1.9 20.2 0 29.2 7.8 37 5.4 21.4 0 26.8 0 9.7 6.2 16 La Cienega Boulevard
Southbound
San Vicente Boulevard
Westbound
La Cienega Boulevard
Northbound
San Vicente Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 08:15 AM to 09:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:15 AM
08:15 AM 0 3 0 3 0 3 0 3 0 8 0 8 0 3 3 6 20
08:30 AM 0 2 0 2 0 5 2 7 1 5 0 6 0 2 0 2 17
08:45 AM 0 3 0 3 0 5 0 5 2 2 0 4 0 2 2 4 16
09:00 AM 0 11 0 11 0 3 2 5 1 8 0 9 0 4 3 7 32
Total Volume 0 19 0 19 0 16 4 20 4 23 0 27 0 11 8 19 85 % App. Total 0 100 0 0 80 20 14.8 85.2 0 0 57.9 42.1
PHF .000 .432 .000 .432 .000 .800 .500 .714 .500 .719 .000 .750 .000 .688 .667 .679 .664 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_LAC_La C_San V AM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 2
City of Los Angeles
N/S: La Cienega Boulevard
E/W: San Vicente Boulevard
Weather: Clear
La Cienega Boulevard
San Vicente Boulevard
San Vicente Boulevard
La Cienega Boulevard
Right
0 Thru
19 Left
0 Out In Total
27 19 46
Right
4 Thru
16 Left
0 Out Total In
11 20 31
Left
4 Thru
23 Right
0 Out In Total
27 27 54
Left
0 Thru
11 Right
8 Total Out In
20 19 39
Peak Hour Begins at 08:15 AM
Dual Wheeled
Peak Hour Data
North
Peak Hour Analysis From 08:15 AM to 09:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:15 AM 08:15 AM 08:15 AM 08:15 AM
+0 mins. 0 3 0 3 0 3 0 3 0 8 0 8 0 3 3 6
+15 mins. 0 2 0 2 0 5 2 7 1 5 0 6 0 2 0 2
+30 mins. 0 3 0 3 0 5 0 5 2 2 0 4 0 2 2 4
+45 mins. 0 11 0 11 0 3 2 5 1 8 0 9 0 4 3 7
Total Volume 0 19 0 19 0 16 4 20 4 23 0 27 0 11 8 19
% App. Total 0 100 0 0 80 20 14.8 85.2 0 0 57.9 42.1
PHF .000 .432 .000 .432 .000 .800 .500 .714 .500 .719 .000 .750 .000 .688 .667 .679 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_LAC_La C_San V AM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 1
City of Los Angeles
N/S: La Cienega Boulevard
E/W: San Vicente Boulevard
Weather: Clear
Groups Printed- Buses
La Cienega Boulevard
Southbound
San Vicente Boulevard
Westbound
La Cienega Boulevard
Northbound
San Vicente Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 1 0 1 0 3 0 3 1 2 0 3 0 3 1 4 11
07:15 AM 0 0 0 0 0 1 0 1 1 0 0 1 0 1 1 2 4
07:30 AM 0 2 0 2 0 1 0 1 0 2 0 2 0 0 1 1 6
07:45 AM 0 1 0 1 0 1 0 1 1 1 0 2 0 1 0 1 5
Total 0 4 0 4 0 6 0 6 3 5 0 8 0 5 3 8 26
08:00 AM 0 2 0 2 0 2 0 2 0 3 0 3 0 1 0 1 8
08:15 AM 0 2 0 2 0 1 0 1 0 0 0 0 0 1 0 1 4
08:30 AM 0 1 0 1 0 1 0 1 1 0 0 1 0 3 0 3 6
08:45 AM 0 2 0 2 0 2 0 2 1 4 0 5 0 1 1 2 11
Total 0 7 0 7 0 6 0 6 2 7 0 9 0 6 1 7 29
09:00 AM 0 0 1 1 0 2 0 2 0 1 0 1 0 0 0 0 4
09:15 AM 0 3 0 3 0 0 0 0 0 2 0 2 0 0 0 0 5
09:30 AM 0 1 0 1 0 2 0 2 3 3 0 6 0 1 0 1 10
09:45 AM 0 3 0 3 0 1 0 1 0 1 0 1 0 0 0 0 5
Total 0 7 1 8 0 5 0 5 3 7 0 10 0 1 0 1 24
Grand Total 0 18 1 19 0 17 0 17 8 19 0 27 0 12 4 16 79
Apprch % 0 94.7 5.3 0 100 0 29.6 70.4 0 0 75 25
Total % 0 22.8 1.3 24.1 0 21.5 0 21.5 10.1 24.1 0 34.2 0 15.2 5.1 20.3 La Cienega Boulevard
Southbound
San Vicente Boulevard
Westbound
La Cienega Boulevard
Northbound
San Vicente Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 08:15 AM to 09:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:15 AM
08:15 AM 0 2 0 2 0 1 0 1 0 0 0 0 0 1 0 1 4
08:30 AM 0 1 0 1 0 1 0 1 1 0 0 1 0 3 0 3 6
08:45 AM 0 2 0 2 0 2 0 2 1 4 0 5 0 1 1 2 11
09:00 AM 0 0 1 1 0 2 0 2 0 1 0 1 0 0 0 0 4
Total Volume 0 5 1 6 0 6 0 6 2 5 0 7 0 5 1 6 25
% App. Total 0 83.3 16.7 0 100 0 28.6 71.4 0 0 83.3 16.7 PHF .000 .625 .250 .750 .000 .750 .000 .750 .500 .313 .000 .350 .000 .417 .250 .500 .568 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_LAC_La C_San V AM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 2
City of Los Angeles
N/S: La Cienega Boulevard
E/W: San Vicente Boulevard
Weather: Clear
La Cienega Boulevard
San Vicente Boulevard
San Vicente Boulevard
La Cienega Boulevard
Right
1 Thru
5 Left
0 Out In Total
5 6 11
Right
0 Thru
6 Left
0 Out Total In
5 6 11
Left
2 Thru
5 Right
0 Out In Total
6 7 13
Left
0 Thru
5 Right
1 Total Out In
9 6 15
Peak Hour Begins at 08:15 AM
Buses
Peak Hour Data
North
Peak Hour Analysis From 08:15 AM to 09:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:15 AM 08:15 AM 08:15 AM 08:15 AM
+0 mins. 0 2 0 2 0 1 0 1 0 0 0 0 0 1 0 1
+15 mins. 0 1 0 1 0 1 0 1 1 0 0 1 0 3 0 3
+30 mins. 0 2 0 2 0 2 0 2 1 4 0 5 0 1 1 2
+45 mins. 0 0 1 1 0 2 0 2 0 1 0 1 0 0 0 0
Total Volume 0 5 1 6 0 6 0 6 2 5 0 7 0 5 1 6
% App. Total 0 83.3 16.7 0 100 0 28.6 71.4 0 0 83.3 16.7 PHF .000 .625 .250 .750 .000 .750 .000 .750 .500 .313 .000 .350 .000 .417 .250 .500 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_LAC_La C_San V PM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 1
City of Los Angeles
N/S: La Cienega Boulevard
E/W: San Vicente Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles - Dual Wheeled - Buses La Cienega Boulevard
Southbound
San Vicente Boulevard
Westbound
La Cienega Boulevard
Northbound
San Vicente Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 03:00 PM 0 216 21 237 0 159 63 222 41 268 0 309 0 307 50 357 1125 03:15 PM 1 249 16 266 0 175 57 232 39 241 1 281 0 304 50 354 1133 03:30 PM 1 245 19 265 0 179 68 247 53 300 0 353 0 406 46 452 1317 03:45 PM 0 229 25 254 0 156 57 213 71 248 0 319 1 343 46 390 1176 Total 2 939 81 1022 0 669 245 914 204 1057 1 1262 1 1360 192 1553 4751 04:00 PM 0 221 26 247 0 133 58 191 47 274 0 321 0 401 45 446 1205 04:15 PM 0 227 21 248 0 178 51 229 55 297 0 352 0 372 57 429 1258 04:30 PM 0 224 22 246 0 164 50 214 50 302 0 352 1 417 51 469 1281 04:45 PM 0 274 29 303 0 194 59 253 53 314 0 367 0 348 50 398 1321 Total 0 946 98 1044 0 669 218 887 205 1187 0 1392 1 1538 203 1742 5065 05:00 PM 0 254 11 265 0 134 59 193 36 341 0 377 0 414 59 473 1308 05:15 PM 0 261 24 285 0 149 64 213 47 320 0 367 0 391 39 430 1295 05:30 PM 0 214 24 238 0 143 59 202 49 311 0 360 0 407 52 459 1259 05:45 PM 0 211 38 249 0 174 55 229 76 282 0 358 0 329 65 394 1230 Total 0 940 97 1037 0 600 237 837 208 1254 0 1462 0 1541 215 1756 5092 Grand Total 2 2825 276 3103 0 1938 700 2638 617 3498 1 4116 2 4439 610 5051 14908 Apprch % 0.1 91 8.9 0 73.5 26.5 15 85 0 0 87.9 12.1
Total % 0 18.9 1.9 20.8 0 13 4.7 17.7 4.1 23.5 0 27.6 0 29.8 4.1 33.9 Passenger Vehicles 2 2759 272 3033 0 1907 697 2604 591 3456 1 4048 2 4382 602 4986 14671 % Passenger Vehicles 100 97.7 98.6 97.7 0 98.4 99.6 98.7 95.8 98.8 100 98.3 100 98.7 98.7 98.7 98.4 Dual Wheeled 0 38 4 42 0 13 3 16 11 28 0 39 0 45 6 51 148 % Dual Wheeled 0 1.3 1.4 1.4 0 0.7 0.4 0.6 1.8 0.8 0 0.9 0 1 1 1 1 Buses 0 28 0 28 0 18 0 18 15 14 0 29 0 12 2 14 89
% Buses 0 1 0 0.9 0 0.9 0 0.7 2.4 0.4 0 0.7 0 0.3 0.3 0.3 0.6 La Cienega Boulevard
Southbound
San Vicente Boulevard
Westbound
La Cienega Boulevard
Northbound
San Vicente Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 224 22 246 0 164 50 214 50 302 0 352 1 417 51 469 1281 04:45 PM 0 274 29 303 0 194 59 253 53 314 0 367 0 348 50 398 1321 05:00 PM 0 254 11 265 0 134 59 193 36 341 0 377 0 414 59 473 1308 05:15 PM 0 261 24 285 0 149 64 213 47 320 0 367 0 391 39 430 1295 Total Volume 0 1013 86 1099 0 641 232 873 186 1277 0 1463 1 1570 199 1770 5205 % App. Total 0 92.2 7.8 0 73.4 26.6 12.7 87.3 0 0.1 88.7 11.2 PHF .000 .924 .741 .907 .000 .826 .906 .863 .877 .936 .000 .970 .250 .941 .843 .936 .985 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_LAC_La C_San V PM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 2
City of Los Angeles
N/S: La Cienega Boulevard
E/W: San Vicente Boulevard
Weather: Clear
La Cienega Boulevard
San Vicente Boulevard
San Vicente Boulevard
La Cienega Boulevard
Right
86 Thru
1013
Left
0 Out In Total
1510 1099 2609
Right
232
Thru
641
Left
0 Out Total In
1570 873 2443
Left
186
Thru
1277
Right
0 Out In Total
1212 1463 2675
Left
1 1570
Thru Right
199
Total Out In
913 1770 2683
Peak Hour Begins at 04:30 PM
Passenger Vehicles
Dual Wheeled
Buses
Peak Hour Data
North
Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 03:00 PM 04:45 PM 04:30 PM
+0 mins. 0 224 22 246 0 159 63 222 53 314 0 367 1 417 51 469 +15 mins. 0 274 29 303 0 175 57 232 36 341 0 377 0 348 50 398 +30 mins. 0 254 11 265 0 179 68 247 47 320 0 367 0 414 59 473 +45 mins. 0 261 24 285 0 156 57 213 49 311 0 360 0 391 39 430 Total Volume 0 1013 86 1099 0 669 245 914 185 1286 0 1471 1 1570 199 1770 % App. Total 0 92.2 7.8 0 73.2 26.8 12.6 87.4 0 0.1 88.7 11.2 PHF .000 .924 .741 .907 .000 .934 .901 .925 .873 .943 .000 .975 .250 .941 .843 .936 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_LAC_La C_San V PM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 1
City of Los Angeles
N/S: La Cienega Boulevard
E/W: San Vicente Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles
La Cienega Boulevard
Southbound
San Vicente Boulevard
Westbound
La Cienega Boulevard
Northbound
San Vicente Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 03:00 PM 0 207 20 227 0 158 63 221 40 266 0 306 0 304 50 354 1108 03:15 PM 1 241 16 258 0 172 57 229 35 238 1 274 0 300 50 350 1111 03:30 PM 1 241 18 260 0 175 68 243 53 292 0 345 0 404 44 448 1296 03:45 PM 0 222 25 247 0 154 56 210 69 244 0 313 1 336 45 382 1152 Total 2 911 79 992 0 659 244 903 197 1040 1 1238 1 1344 189 1534 4667 04:00 PM 0 216 26 242 0 132 58 190 46 270 0 316 0 396 45 441 1189 04:15 PM 0 218 21 239 0 177 49 226 53 295 0 348 0 365 56 421 1234 04:30 PM 0 220 22 242 0 161 50 211 48 295 0 343 1 415 50 466 1262 04:45 PM 0 271 27 298 0 189 59 248 50 310 0 360 0 344 50 394 1300 Total 0 925 96 1021 0 659 216 875 197 1170 0 1367 1 1520 201 1722 4985 05:00 PM 0 250 11 261 0 130 59 189 34 340 0 374 0 408 57 465 1289 05:15 PM 0 255 24 279 0 146 64 210 43 317 0 360 0 386 39 425 1274 05:30 PM 0 210 24 234 0 140 59 199 47 309 0 356 0 399 51 450 1239 05:45 PM 0 208 38 246 0 173 55 228 73 280 0 353 0 325 65 390 1217 Total 0 923 97 1020 0 589 237 826 197 1246 0 1443 0 1518 212 1730 5019 Grand Total 2 2759 272 3033 0 1907 697 2604 591 3456 1 4048 2 4382 602 4986 14671 Apprch % 0.1 91 9 0 73.2 26.8 14.6 85.4 0 0 87.9 12.1
Total % 0 18.8 1.9 20.7 0 13 4.8 17.7 4 23.6 0 27.6 0 29.9 4.1 34 La Cienega Boulevard
Southbound
San Vicente Boulevard
Westbound
La Cienega Boulevard
Northbound
San Vicente Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 220 22 242 0 161 50 211 48 295 0 343 1 415 50 466 1262 04:45 PM 0 271 27 298 0 189 59 248 50 310 0 360 0 344 50 394 1300 05:00 PM 0 250 11 261 0 130 59 189 34 340 0 374 0 408 57 465 1289 05:15 PM 0 255 24 279 0 146 64 210 43 317 0 360 0 386 39 425 1274 Total Volume 0 996 84 1080 0 626 232 858 175 1262 0 1437 1 1553 196 1750 5125 % App. Total 0 92.2 7.8 0 73 27 12.2 87.8 0 0.1 88.7 11.2 PHF .000 .919 .778 .906 .000 .828 .906 .865 .875 .928 .000 .961 .250 .936 .860 .939 .986 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_LAC_La C_San V PM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 2
City of Los Angeles
N/S: La Cienega Boulevard
E/W: San Vicente Boulevard
Weather: Clear
La Cienega Boulevard
San Vicente Boulevard
San Vicente Boulevard
La Cienega Boulevard
Right
84 Thru
996
Left
0 Out In Total
1495 1080 2575
Right
232
Thru
626
Left
0 Out Total In
1553 858 2411
Left
175
Thru
1262
Right
0 Out In Total
1192 1437 2629
Left
1 1553
Thru Right
196
Total Out In
885 1750 2635
Peak Hour Begins at 04:30 PM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 220 22 242 0 161 50 211 48 295 0 343 1 415 50 466 +15 mins. 0 271 27 298 0 189 59 248 50 310 0 360 0 344 50 394 +30 mins. 0 250 11 261 0 130 59 189 34 340 0 374 0 408 57 465 +45 mins. 0 255 24 279 0 146 64 210 43 317 0 360 0 386 39 425 Total Volume 0 996 84 1080 0 626 232 858 175 1262 0 1437 1 1553 196 1750 % App. Total 0 92.2 7.8 0 73 27 12.2 87.8 0 0.1 88.7 11.2 PHF .000 .919 .778 .906 .000 .828 .906 .865 .875 .928 .000 .961 .250 .936 .860 .939 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_LAC_La C_San V PM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 2
City of Los Angeles
N/S: La Cienega Boulevard
E/W: San Vicente Boulevard
Weather: Clear
La Cienega Boulevard
San Vicente Boulevard
San Vicente Boulevard
La Cienega Boulevard
Right
2 Thru
10 Left
0 Out In Total
11 12 23
Right
0 Thru
8 Left
0 Out Total In
13 8 21
Left
5 Thru
11 Right
0 Out In Total
12 16 28
Left
0 Thru
13 Right
2 Total Out In
15 15 30
Peak Hour Begins at 04:30 PM
Dual Wheeled
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 3 0 3 0 2 0 2 0 5 0 5 0 2 1 3
+15 mins. 0 0 2 2 0 4 0 4 2 3 0 5 0 2 0 2
+30 mins. 0 2 0 2 0 2 0 2 1 0 0 1 0 5 1 6
+45 mins. 0 5 0 5 0 0 0 0 2 3 0 5 0 4 0 4
Total Volume 0 10 2 12 0 8 0 8 5 11 0 16 0 13 2 15
% App. Total 0 83.3 16.7 0 100 0 31.2 68.8 0 0 86.7 13.3 PHF .000 .500 .250 .600 .000 .500 .000 .500 .625 .550 .000 .800 .000 .650 .500 .625 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_LAC_La C_San V PM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 2
City of Los Angeles
N/S: La Cienega Boulevard
E/W: San Vicente Boulevard
Weather: Clear
La Cienega Boulevard
San Vicente Boulevard
San Vicente Boulevard
La Cienega Boulevard
Right
0 Thru
7 Left
0 Out In Total
4 7 11
Right
0 Thru
7 Left
0 Out Total In
4 7 11
Left
6 Thru
4 Right
0 Out In Total
8 10 18
Left
0 Thru
4 Right
1 Total Out In
13 5 18
Peak Hour Begins at 04:30 PM
Buses
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 1 0 1 0 1 0 1 2 2 0 4 0 0 0 0
+15 mins. 0 3 0 3 0 1 0 1 1 1 0 2 0 2 0 2
+30 mins. 0 2 0 2 0 2 0 2 1 1 0 2 0 1 1 2
+45 mins. 0 1 0 1 0 3 0 3 2 0 0 2 0 1 0 1
Total Volume 0 7 0 7 0 7 0 7 6 4 0 10 0 4 1 5
% App. Total 0 100 0 0 100 0 60 40 0 0 80 20
PHF .000 .583 .000 .583 .000 .583 .000 .583 .750 .500 .000 .625 .000 .500 .250 .625 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City Of Los Angeles
Department Of Transportation

MANUAL TRAFFIC COUNT SUMMARY
STREET:

North/South La Cienega Boulevard
East/West San Vicente Boulevard
Day: Date: Weather: CLEAR
Hours: 7-10AM 3-6PM Staff: CUI
School Day: YES District: Hollywood I/S CODE 47125

N/B S/B E/B W/B
DUALWHEELED 108 94 92 111
BIKES 13 13 10 24
BUSES 56 47 30 35

N/B TIME S/B TIME E/B TIME W/B TIME
AM PK 15 MIN 310 8.30 312 7.30 199 9.00 345 9.30
PM PK 15 MIN 377 5.00 303 4.45 473 5.00 253 4.45
AM PK HOUR 1105 8.00 1174 7.30 675 8.15 1291 9.00
PM PK HOUR 1471 4.45 1099 4.30 1770 4.30 914 3.00
NORTHBOUND Approach SOUTHBOUND Approach TOTAL XING S/L XING N/L Hours Lt Th Rt Total Hours Lt Th Rt Total N-S Ped Sch Ped Sch 7-8 263 592 0 855 7-8 1 970 94 1065 1920 1 0 27 0
8-9 267 835 3 1105 8-9 0 1024 142 1166 2271 6 0 36 0
9-10 189 857 2 1048 9-10 0 945 139 1084 2132 2 0 30 0
3-4 204 1057 1 1262 3-4 2 939 81 1022 2284 2 0 14 0
4-5 205 1187 0 1392 4-5 0 946 98 1044 2436 11 0 72 0
5-6 208 1254 0 1462 5-6 0 940 97 1037 2499 11 0 59 0
TOTAL 1336 5782 6 7124 TOTAL 3 5764 651 6418 13542 33 0 238 0 EASTBOUND Approach WESTBOUND Approach TOTAL XING W/L XING E/L Hours Lt Th Rt Total Hours Lt Th Rt Total E-W Ped Sch Ped Sch 7-8 0 268 177 445 7-8 0 1000 127 1127 1572 60 1 0
8-9 0 465 157 622 8-9 0 1097 130 1227 1849 20 1 2 0
9-10 0 484 166 650 9-10 1 1118 172 1291 1941 24 0 0 0
3-4 1 1360 192 1553 3-4 0 669 245 914 2467 17 0 9 1
4-5 1 1538 203 1742 4-5 0 669 218 887 2629 65 0 4 0
5-6 0 1541 215 1756 5-6 0 600 237 837 2593 31 0 0 0
TOTAL 2 5656 1110 6768 TOTAL 1 5153 1129 6283 13051 163 1 16 1 (Rev Oct 06)
Thursday August 25, 2022
City of Los Angeles
Department of Transportation

BICYCLE COUNT SUMMARY
STREET:

North/South:

East/West:

Day: Weather:

School Day: I/S Code:

Hours:

NORTHBOUND Approach SOUTHBOUND Approach TOTAL
Hours Lt Th Rt Total Hours Lt Th Rt Total N‐S
7‐8 010 1 7‐8 120 3 4
8‐9 030 3 8‐9 030 3 6
9‐10 1 0 0 1 9‐10 0 1 0 1 2
3‐4 110 2 3‐4 002 2 4
4‐5 030 3 4‐5 020 2 5
5‐6 030 3 5‐6 020 2 5
TOTAL 2 11 0 13 TOTAL 1 10 2 13 26
EASTBOUND Approach WESTBOUND Approach TOTAL
Hours Lt Th Rt Total Hours Lt Th Rt Total E‐W
7‐8 031 4 7‐8 0 8 1 9 13
8‐9 000 0 8‐9 040 4 4
9‐10 0 0 0 0 9‐10 1 3 0 4 4
3‐4 020 2 3‐4 110 2 4
4‐5 010 1 4‐5 020 2 3
5‐6 021 3 5‐6 030 3 6
TOTAL 0 8 2 10 TOTAL 2 21 1 24 34
REMARKS (6 hour total):

NB SB EB WB TOTAL
‐ Female Riders 00033
‐ No helmet riders 6 11 3 8 28
‐ Sidewalk Riding 31037
‐ Wrong way riding 31015
NB: Northbound, SB: Southbound, EB: Eastbound, WB: Westbound, I/S: Intersection Source:

Yes
7‐10 AM, 3‐6 PM
8/25/2022
Hollywood
Staff: CUI
CUI LADOT 2015 CMP
CLEAR
47125
La Cienega Boulevard
San Vicente Boulevard
Date:

District:

Thursday
City of Los Angeles
Department of Transportation

PEDESTRIAN COUNT SUMMARY
STREET:

North/South:

East/West:

Day: Weather:

School Day: I/S Code:

Hours:
15 Min. Interval N‐LEG S‐LEG E‐LEG W‐LEG TOTAL 15 Min. Interval N‐LEG S‐LEG E‐LEG W‐LEG TOTAL 7:00‐7:15 7100 8 3:00‐3:15 3 0 2 12 17
7:15‐7:30 6002 8 3:15‐3:30 7 2 1 0 10
7:30‐7:45 5000 5 3:30‐3:45 1 0 7 2 10
7:45‐8:00 9 0 1 4 14 3:45‐4:00 3003 6
8:00‐8:15 9 0 0 1 10 4:00‐4:15 5 0 0 9 14
8:15‐8:30 7 0 2 5 14 4:15‐4:30 15 0 4 22 41
8:30‐8:45 11 4 0 10 25 4:30‐4:45 18 6 0 15 39
8:45‐9:00 9 2 0 5 16 4:45‐5:00 34 5 0 19 58
9:00‐9:15 4 2 0 7 13 5:00‐5:15 17 5 0 11 33
9:15‐9:30 7002 9 5:15‐5:30 20 2 0 13 35
9:30‐9:45 6 0 0 7 13 5:30‐5:45 12 2 0 2 16
9:45‐10:00 13 0 0 8 21 5:45‐6:00 10 2 0 5 17
Hours Hours
7 ‐ 8 27 1 1 6 35 3 ‐ 4 14 2 10 17 43
8 ‐ 9 36 6 2 21 65 4 ‐ 5 72 11 4 65 152
9 ‐ 10 30 2 0 24 56 5 ‐ 6 59 11 0 31 101
TOTAL 93 9 3 51 156 145 24 14 113 296
REMARKS (6 hour total):

N‐LEG S‐LEG E‐LEG W‐LEG TOTAL
‐ Wheelchair/special needs assistance 00000
‐ Skateboard/scooter 50229
N: North, S: South, E: East, W: West, I/S: Intersection Source: LADOT 2015 CMP

AM PEAK PERIOD PM PEAK PERIOD
YES      District: Hollywood 47125
7‐10 AM, 3‐6 PM      Staff: CUI
La Cienega Boulevard
San Vicente Boulevard
Thursday      Date: 8/25/2022 CLEAR
File Name : 02_LAC_La C_Wil AM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 1
City of Los Angeles
N/S: La Cienega Boulevard
E/W: Wilshire Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles - Dual Wheeled - Buses La Cienega Boulevard
Southbound
Wilshire Boulevard
Westbound
La Cienega Boulevard
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 3 190 25 218 22 130 7 159 55 178 17 250 7 41 27 75 702 07:15 AM 4 188 34 226 27 133 0 160 69 206 13 288 13 49 24 86 760 07:30 AM 10 260 40 310 27 227 13 267 68 241 19 328 16 60 28 104 1009 07:45 AM 14 218 56 288 21 253 7 281 72 267 21 360 21 75 25 121 1050 Total 31 856 155 1042 97 743 27 867 264 892 70 1226 57 225 104 386 3521 08:00 AM 17 171 46 234 20 257 6 283 70 252 17 339 37 111 34 182 1038 08:15 AM 13 172 56 241 20 265 12 297 65 278 38 381 20 101 28 149 1068 08:30 AM 19 197 61 277 26 255 7 288 71 275 32 378 44 107 34 185 1128 08:45 AM 15 165 74 254 15 263 7 285 74 281 30 385 38 108 27 173 1097 Total 64 705 237 1006 81 1040 32 1153 280 1086 117 1483 139 427 123 689 4331 09:00 AM 17 152 79 248 22 167 15 204 78 248 26 352 32 105 35 172 976 09:15 AM 21 169 62 252 19 145 5 169 60 195 28 283 39 127 50 216 920 09:30 AM 20 172 68 260 13 151 14 178 56 230 19 305 49 94 29 172 915 09:45 AM 17 172 66 255 24 161 7 192 58 234 16 308 52 110 41 203 958 Total 75 665 275 1015 78 624 41 743 252 907 89 1248 172 436 155 763 3769 Grand Total 170 2226 667 3063 256 2407 100 2763 796 2885 276 3957 368 1088 382 1838 11621 Apprch % 5.6 72.7 21.8 9.3 87.1 3.6 20.1 72.9 7 20 59.2 20.8 Total % 1.5 19.2 5.7 26.4 2.2 20.7 0.9 23.8 6.8 24.8 2.4 34.1 3.2 9.4 3.3 15.8 Passenger Vehicles 167 2149 656 2972 248 2323 90 2661 765 2787 265 3817 359 1034 369 1762 11212 % Passenger Vehicles 98.2 96.5 98.4 97 96.9 96.5 90 96.3 96.1 96.6 96 96.5 97.6 95 96.6 95.9 96.5 Dual Wheeled 3 53 11 67 8 34 10 52 31 69 10 110 9 11 13 33 262 % Dual Wheeled 1.8 2.4 1.6 2.2 3.1 1.4 10 1.9 3.9 2.4 3.6 2.8 2.4 1 3.4 1.8 2.3 Buses 0 24 0 24 0 50 0 50 0 29 1 30 0 43 0 43 147
% Buses 0 1.1 0 0.8 0 2.1 0 1.8 0 1 0.4 0.8 0 4 0 2.3 1.3 La Cienega Boulevard
Southbound
Wilshire Boulevard
Westbound
La Cienega Boulevard
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 17 171 46 234 20 257 6 283 70 252 17 339 37 111 34 182 1038 08:15 AM 13 172 56 241 20 265 12 297 65 278 38 381 20 101 28 149 1068 08:30 AM 19 197 61 277 26 255 7 288 71 275 32 378 44 107 34 185 1128 08:45 AM 15 165 74 254 15 263 7 285 74 281 30 385 38 108 27 173 1097 Total Volume 64 705 237 1006 81 1040 32 1153 280 1086 117 1483 139 427 123 689 4331 % App. Total 6.4 70.1 23.6 7 90.2 2.8 18.9 73.2 7.9 20.2 62 17.9 PHF .842 .895 .801 .908 .779 .981 .667 .971 .946 .966 .770 .963 .790 .962 .904 .931 .960 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_LAC_La C_Wil AM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 2
City of Los Angeles
N/S: La Cienega Boulevard
E/W: Wilshire Boulevard
Weather: Clear
La Cienega Boulevard
Wilshire Boulevard
Wilshire Boulevard
La Cienega Boulevard
Right
237
Thru
705
Left
64 Out In Total
1257 1006 2263
Right
32 Thru
1040
Left
81 Out Total In
608 1153 1761
Left
280
Thru
1086
Right
117
Out In Total
909 1483 2392
Left
139
Thru
427
Right
123
Total Out In
1557 689 2246
Peak Hour Begins at 08:00 AM
Passenger Vehicles
Dual Wheeled
Buses
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 08:00 AM 08:15 AM 09:00 AM
+0 mins. 10 260 40 310 20 257 6 283 65 278 38 381 32 105 35 172 +15 mins. 14 218 56 288 20 265 12 297 71 275 32 378 39 127 50 216 +30 mins. 17 171 46 234 26 255 7 288 74 281 30 385 49 94 29 172 +45 mins. 13 172 56 241 15 263 7 285 78 248 26 352 52 110 41 203 Total Volume 54 821 198 1073 81 1040 32 1153 288 1082 126 1496 172 436 155 763 % App. Total 5 76.5 18.5 7 90.2 2.8 19.3 72.3 8.4 22.5 57.1 20.3 PHF .794 .789 .884 .865 .779 .981 .667 .971 .923 .963 .829 .971 .827 .858 .775 .883 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_LAC_La C_Wil AM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 1
City of Los Angeles
N/S: La Cienega Boulevard
E/W: Wilshire Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles
La Cienega Boulevard
Southbound
Wilshire Boulevard
Westbound
La Cienega Boulevard
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 3 184 22 209 22 122 6 150 50 166 17 233 7 37 27 71 663 07:15 AM 4 187 34 225 27 126 0 153 68 199 11 278 12 44 22 78 734 07:30 AM 10 255 40 305 25 221 11 257 67 232 18 317 16 55 26 97 976 07:45 AM 14 211 54 279 20 250 6 276 71 262 21 354 21 70 24 115 1024 Total 31 837 150 1018 94 719 23 836 256 859 67 1182 56 206 99 361 3397 08:00 AM 17 165 46 228 20 252 6 278 69 239 17 325 37 107 34 178 1009 08:15 AM 13 167 56 236 20 255 11 286 61 271 38 370 20 95 26 141 1033 08:30 AM 19 194 61 274 25 248 6 279 68 268 32 368 43 103 34 180 1101 08:45 AM 15 160 73 248 15 254 6 275 70 273 29 372 38 104 25 167 1062 Total 64 686 236 986 80 1009 29 1118 268 1051 116 1435 138 409 119 666 4205 09:00 AM 15 140 79 234 20 161 13 194 77 239 25 341 29 103 35 167 936 09:15 AM 21 157 60 238 18 140 5 163 58 191 25 274 38 121 49 208 883 09:30 AM 19 164 68 251 12 142 13 167 49 221 17 287 47 90 28 165 870 09:45 AM 17 165 63 245 24 152 7 183 57 226 15 298 51 105 39 195 921 Total 72 626 270 968 74 595 38 707 241 877 82 1200 165 419 151 735 3610 Grand Total 167 2149 656 2972 248 2323 90 2661 765 2787 265 3817 359 1034 369 1762 11212 Apprch % 5.6 72.3 22.1 9.3 87.3 3.4 20 73 6.9 20.4 58.7 20.9 Total % 1.5 19.2 5.9 26.5 2.2 20.7 0.8 23.7 6.8 24.9 2.4 34 3.2 9.2 3.3 15.7 La Cienega Boulevard
Southbound
Wilshire Boulevard
Westbound
La Cienega Boulevard
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 17 165 46 228 20 252 6 278 69 239 17 325 37 107 34 178 1009 08:15 AM 13 167 56 236 20 255 11 286 61 271 38 370 20 95 26 141 1033 08:30 AM 19 194 61 274 25 248 6 279 68 268 32 368 43 103 34 180 1101 08:45 AM 15 160 73 248 15 254 6 275 70 273 29 372 38 104 25 167 1062 Total Volume 64 686 236 986 80 1009 29 1118 268 1051 116 1435 138 409 119 666 4205 % App. Total 6.5 69.6 23.9 7.2 90.3 2.6 18.7 73.2 8.1 20.7 61.4 17.9 PHF .842 .884 .808 .900 .800 .989 .659 .977 .957 .962 .763 .964 .802 .956 .875 .925 .955 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_LAC_La C_Wil AM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 2
City of Los Angeles
N/S: La Cienega Boulevard
E/W: Wilshire Boulevard
Weather: Clear
La Cienega Boulevard
Wilshire Boulevard
Wilshire Boulevard
La Cienega Boulevard
Right
236
Thru
686
Left
64 Out In Total
1218 986 2204
Right
29 Thru
1009
Left
80 Out Total In
589 1118 1707
Left
268
Thru
1051
Right
116
Out In Total
885 1435 2320
Left
138
Thru
409
Right
119
Total Out In
1513 666 2179
Peak Hour Begins at 08:00 AM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 17 165 46 228 20 252 6 278 69 239 17 325 37 107 34 178 +15 mins. 13 167 56 236 20 255 11 286 61 271 38 370 20 95 26 141 +30 mins. 19 194 61 274 25 248 6 279 68 268 32 368 43 103 34 180 +45 mins. 15 160 73 248 15 254 6 275 70 273 29 372 38 104 25 167 Total Volume 64 686 236 986 80 1009 29 1118 268 1051 116 1435 138 409 119 666 % App. Total 6.5 69.6 23.9 7.2 90.3 2.6 18.7 73.2 8.1 20.7 61.4 17.9 PHF .842 .884 .808 .900 .800 .989 .659 .977 .957 .962 .763 .964 .802 .956 .875 .925 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_LAC_La C_Wil AM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 1
City of Los Angeles
N/S: La Cienega Boulevard
E/W: Wilshire Boulevard
Weather: Clear
Groups Printed- Dual Wheeled
La Cienega Boulevard
Southbound
Wilshire Boulevard
Westbound
La Cienega Boulevard
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 3 3 6 0 3 1 4 5 9 0 14 0 0 0 0 24
07:15 AM 0 0 0 0 0 0 0 0 1 6 1 8 1 1 2 4 12
07:30 AM 0 1 0 1 2 1 2 5 1 6 1 8 0 1 2 3 17
07:45 AM 0 6 2 8 1 0 1 2 1 4 0 5 0 1 1 2 17
Total 0 10 5 15 3 4 4 11 8 25 2 35 1 3 5 9 70
08:00 AM 0 4 0 4 0 4 0 4 1 10 0 11 0 0 0 0 19
08:15 AM 0 4 0 4 0 5 1 6 4 7 0 11 0 1 2 3 24
08:30 AM 0 1 0 1 1 3 1 5 3 4 0 7 1 2 0 3 16
08:45 AM 0 3 1 4 0 4 1 5 4 5 1 10 0 0 2 2 21
Total 0 12 1 13 1 16 3 20 12 26 1 39 1 3 4 8 80
09:00 AM 2 11 0 13 2 2 2 6 1 6 1 8 3 0 0 3 30
09:15 AM 0 8 2 10 1 1 0 2 2 1 3 6 1 1 1 3 21
09:30 AM 1 7 0 8 1 5 1 7 7 4 2 13 2 1 1 4 32
09:45 AM 0 5 3 8 0 6 0 6 1 7 1 9 1 3 2 6 29
Total 3 31 5 39 4 14 3 21 11 18 7 36 7 5 4 16 112
Grand Total 3 53 11 67 8 34 10 52 31 69 10 110 9 11 13 33 262 Apprch % 4.5 79.1 16.4 15.4 65.4 19.2 28.2 62.7 9.1 27.3 33.3 39.4 Total % 1.1 20.2 4.2 25.6 3.1 13 3.8 19.8 11.8 26.3 3.8 42 3.4 4.2 5 12.6 La Cienega Boulevard
Southbound
Wilshire Boulevard
Westbound
La Cienega Boulevard
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 4 0 4 0 4 0 4 1 10 0 11 0 0 0 0 19
08:15 AM 0 4 0 4 0 5 1 6 4 7 0 11 0 1 2 3 24
08:30 AM 0 1 0 1 1 3 1 5 3 4 0 7 1 2 0 3 16
08:45 AM 0 3 1 4 0 4 1 5 4 5 1 10 0 0 2 2 21
Total Volume 0 12 1 13 1 16 3 20 12 26 1 39 1 3 4 8 80
% App. Total 0 92.3 7.7 5 80 15 30.8 66.7 2.6 12.5 37.5 50 PHF .000 .750 .250 .813 .250 .800 .750 .833 .750 .650 .250 .886 .250 .375 .500 .667 .833 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_LAC_La C_Wil AM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 2
City of Los Angeles
N/S: La Cienega Boulevard
E/W: Wilshire Boulevard
Weather: Clear
La Cienega Boulevard
Wilshire Boulevard
Wilshire Boulevard
La Cienega Boulevard
Right
1 Thru
12 Left
0 Out In Total
30 13 43
Right
3 Thru
16 Left
1 Out Total In
4 20 24
Left
12 Thru
26 Right
1 Out In Total
17 39 56
Left
1 Thru
3 Right
4 Total Out In
29 8 37
Peak Hour Begins at 08:00 AM
Dual Wheeled
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 0 4 0 4 0 4 0 4 1 10 0 11 0 0 0 0
+15 mins. 0 4 0 4 0 5 1 6 4 7 0 11 0 1 2 3
+30 mins. 0 1 0 1 1 3 1 5 3 4 0 7 1 2 0 3
+45 mins. 0 3 1 4 0 4 1 5 4 5 1 10 0 0 2 2
Total Volume 0 12 1 13 1 16 3 20 12 26 1 39 1 3 4 8
% App. Total 0 92.3 7.7 5 80 15 30.8 66.7 2.6 12.5 37.5 50 PHF .000 .750 .250 .813 .250 .800 .750 .833 .750 .650 .250 .886 .250 .375 .500 .667 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_LAC_La C_Wil AM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 1
City of Los Angeles
N/S: La Cienega Boulevard
E/W: Wilshire Boulevard
Weather: Clear
Groups Printed- Buses
La Cienega Boulevard
Southbound
Wilshire Boulevard
Westbound
La Cienega Boulevard
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 3 0 3 0 5 0 5 0 3 0 3 0 4 0 4 15
07:15 AM 0 1 0 1 0 7 0 7 0 1 1 2 0 4 0 4 14
07:30 AM 0 4 0 4 0 5 0 5 0 3 0 3 0 4 0 4 16
07:45 AM 0 1 0 1 0 3 0 3 0 1 0 1 0 4 0 4 9
Total 0 9 0 9 0 20 0 20 0 8 1 9 0 16 0 16 54
08:00 AM 0 2 0 2 0 1 0 1 0 3 0 3 0 4 0 4 10
08:15 AM 0 1 0 1 0 5 0 5 0 0 0 0 0 5 0 5 11
08:30 AM 0 2 0 2 0 4 0 4 0 3 0 3 0 2 0 2 11
08:45 AM 0 2 0 2 0 5 0 5 0 3 0 3 0 4 0 4 14
Total 0 7 0 7 0 15 0 15 0 9 0 9 0 15 0 15 46
09:00 AM 0 1 0 1 0 4 0 4 0 3 0 3 0 2 0 2 10
09:15 AM 0 4 0 4 0 4 0 4 0 3 0 3 0 5 0 5 16
09:30 AM 0 1 0 1 0 4 0 4 0 5 0 5 0 3 0 3 13
09:45 AM 0 2 0 2 0 3 0 3 0 1 0 1 0 2 0 2 8
Total 0 8 0 8 0 15 0 15 0 12 0 12 0 12 0 12 47
Grand Total 0 24 0 24 0 50 0 50 0 29 1 30 0 43 0 43 147 Apprch % 0 100 0 0 100 0 0 96.7 3.3 0 100 0
Total % 0 16.3 0 16.3 0 34 0 34 0 19.7 0.7 20.4 0 29.3 0 29.3 La Cienega Boulevard
Southbound
Wilshire Boulevard
Westbound
La Cienega Boulevard
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 2 0 2 0 1 0 1 0 3 0 3 0 4 0 4 10
08:15 AM 0 1 0 1 0 5 0 5 0 0 0 0 0 5 0 5 11
08:30 AM 0 2 0 2 0 4 0 4 0 3 0 3 0 2 0 2 11
08:45 AM 0 2 0 2 0 5 0 5 0 3 0 3 0 4 0 4 14
Total Volume 0 7 0 7 0 15 0 15 0 9 0 9 0 15 0 15 46
% App. Total 0 100 0 0 100 0 0 100 0 0 100 0
PHF .000 .875 .000 .875 .000 .750 .000 .750 .000 .750 .000 .750 .000 .750 .000 .750 .821 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_LAC_La C_Wil AM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 2
City of Los Angeles
N/S: La Cienega Boulevard
E/W: Wilshire Boulevard
Weather: Clear
La Cienega Boulevard
Wilshire Boulevard
Wilshire Boulevard
La Cienega Boulevard
Right
0 Thru
7 Left
0 Out In Total
9 7 16
Right
0 Thru
15 Left
0 Out Total In
15 15 30
Left
0 Thru
9 Right
0 Out In Total
7 9 16
Left
0 Thru
15 Right
0 Total Out In
15 15 30
Peak Hour Begins at 08:00 AM
Buses
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 0 2 0 2 0 1 0 1 0 3 0 3 0 4 0 4
+15 mins. 0 1 0 1 0 5 0 5 0 0 0 0 0 5 0 5
+30 mins. 0 2 0 2 0 4 0 4 0 3 0 3 0 2 0 2
+45 mins. 0 2 0 2 0 5 0 5 0 3 0 3 0 4 0 4
Total Volume 0 7 0 7 0 15 0 15 0 9 0 9 0 15 0 15
% App. Total 0 100 0 0 100 0 0 100 0 0 100 0
PHF .000 .875 .000 .875 .000 .750 .000 .750 .000 .750 .000 .750 .000 .750 .000 .750 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_LAC_La C_Wil PM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 1
City of Los Angeles
N/S: La Cienega Boulevard
E/W: Wilshire Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles - Dual Wheeled - Buses La Cienega Boulevard
Southbound
Wilshire Boulevard
Westbound
La Cienega Boulevard
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 03:00 PM 27 177 55 259 19 152 6 177 39 243 26 308 42 184 41 267 1011 03:15 PM 25 173 66 264 22 160 11 193 38 233 11 282 49 225 38 312 1051 03:30 PM 12 174 45 231 32 145 12 189 29 249 13 291 56 200 40 296 1007 03:45 PM 22 197 46 265 23 122 16 161 29 260 22 311 51 227 36 314 1051 Total 86 721 212 1019 96 579 45 720 135 985 72 1192 198 836 155 1189 4120 04:00 PM 30 163 69 262 29 121 14 164 38 234 20 292 56 221 39 316 1034 04:15 PM 23 148 61 232 24 122 12 158 45 266 19 330 64 248 21 333 1053 04:30 PM 31 151 74 256 26 145 13 184 46 242 20 308 61 219 22 302 1050 04:45 PM 19 176 57 252 31 122 11 164 48 293 25 366 73 245 36 354 1136 Total 103 638 261 1002 110 510 50 670 177 1035 84 1296 254 933 118 1305 4273 05:00 PM 24 216 60 300 40 156 17 213 27 264 21 312 58 182 22 262 1087 05:15 PM 26 151 67 244 27 153 17 197 47 247 23 317 59 229 30 318 1076 05:30 PM 30 149 72 251 20 156 12 188 42 268 20 330 64 190 28 282 1051 05:45 PM 36 164 42 242 29 159 9 197 41 290 22 353 32 210 28 270 1062 Total 116 680 241 1037 116 624 55 795 157 1069 86 1312 213 811 108 1132 4276 Grand Total 305 2039 714 3058 322 1713 150 2185 469 3089 242 3800 665 2580 381 3626 12669 Apprch % 10 66.7 23.3 14.7 78.4 6.9 12.3 81.3 6.4 18.3 71.2 10.5 Total % 2.4 16.1 5.6 24.1 2.5 13.5 1.2 17.2 3.7 24.4 1.9 30 5.2 20.4 3 28.6 Passenger Vehicles 291 1980 707 2978 319 1655 143 2117 465 3025 241 3731 656 2510 374 3540 12366 % Passenger Vehicles 95.4 97.1 99 97.4 99.1 96.6 95.3 96.9 99.1 97.9 99.6 98.2 98.6 97.3 98.2 97.6 97.6 Dual Wheeled 5 38 7 50 2 13 7 22 4 35 1 40 9 24 6 39 151 % Dual Wheeled 1.6 1.9 1 1.6 0.6 0.8 4.7 1 0.9 1.1 0.4 1.1 1.4 0.9 1.6 1.1 1.2 Buses 9 21 0 30 1 45 0 46 0 29 0 29 0 46 1 47 152
% Buses 3 1 0 1 0.3 2.6 0 2.1 0 0.9 0 0.8 0 1.8 0.3 1.3 1.2 La Cienega Boulevard
Southbound
Wilshire Boulevard
Westbound
La Cienega Boulevard
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 19 176 57 252 31 122 11 164 48 293 25 366 73 245 36 354 1136 05:00 PM 24 216 60 300 40 156 17 213 27 264 21 312 58 182 22 262 1087 05:15 PM 26 151 67 244 27 153 17 197 47 247 23 317 59 229 30 318 1076 05:30 PM 30 149 72 251 20 156 12 188 42 268 20 330 64 190 28 282 1051 Total Volume 99 692 256 1047 118 587 57 762 164 1072 89 1325 254 846 116 1216 4350 % App. Total 9.5 66.1 24.5 15.5 77 7.5 12.4 80.9 6.7 20.9 69.6 9.5 PHF .825 .801 .889 .873 .738 .941 .838 .894 .854 .915 .890 .905 .870 .863 .806 .859 .957 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_LAC_La C_Wil PM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 2
City of Los Angeles
N/S: La Cienega Boulevard
E/W: Wilshire Boulevard
Weather: Clear
La Cienega Boulevard
Wilshire Boulevard
Wilshire Boulevard
La Cienega Boulevard
Right
256
Thru
692
Left
99 Out In Total
1383 1047 2430
Right
57 Thru
587
Left
118
Out Total In
1034 762 1796
Left
164
Thru
1072
Right
89 Out In Total
926 1325 2251
Left
254
Thru
846
Right
116
Total Out In
1007 1216 2223
Peak Hour Begins at 04:45 PM
Passenger Vehicles
Dual Wheeled
Buses
Peak Hour Data
North
Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 05:00 PM 04:45 PM 04:00 PM
+0 mins. 31 151 74 256 40 156 17 213 48 293 25 366 56 221 39 316 +15 mins. 19 176 57 252 27 153 17 197 27 264 21 312 64 248 21 333 +30 mins. 24 216 60 300 20 156 12 188 47 247 23 317 61 219 22 302 +45 mins. 26 151 67 244 29 159 9 197 42 268 20 330 73 245 36 354 Total Volume 100 694 258 1052 116 624 55 795 164 1072 89 1325 254 933 118 1305 % App. Total 9.5 66 24.5 14.6 78.5 6.9 12.4 80.9 6.7 19.5 71.5 9 PHF .806 .803 .872 .877 .725 .981 .809 .933 .854 .915 .890 .905 .870 .941 .756 .922 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_LAC_La C_Wil PM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 1
City of Los Angeles
N/S: La Cienega Boulevard
E/W: Wilshire Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles
La Cienega Boulevard
Southbound
Wilshire Boulevard
Westbound
La Cienega Boulevard
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 03:00 PM 26 169 54 249 19 147 5 171 39 238 26 303 42 177 40 259 982 03:15 PM 23 168 65 256 22 156 10 188 36 225 11 272 48 216 37 301 1017 03:30 PM 11 169 45 225 30 138 10 178 29 244 13 286 56 197 40 293 982 03:45 PM 21 191 46 258 23 115 16 154 29 255 22 306 48 222 36 306 1024 Total 81 697 210 988 94 556 41 691 133 962 72 1167 194 812 153 1159 4005 04:00 PM 29 157 67 253 29 116 14 159 38 230 20 288 56 212 39 307 1007 04:15 PM 20 143 61 224 24 117 12 153 45 262 19 326 64 243 21 328 1031 04:30 PM 31 146 72 249 26 140 13 179 45 233 20 298 59 215 21 295 1021 04:45 PM 18 173 57 248 31 118 10 159 48 288 25 361 72 240 34 346 1114 Total 98 619 257 974 110 491 49 650 176 1013 84 1273 251 910 115 1276 4173 05:00 PM 23 212 60 295 39 153 16 208 27 261 21 309 56 174 22 252 1064 05:15 PM 25 149 67 241 27 150 17 194 46 239 23 308 59 225 28 312 1055 05:30 PM 29 143 72 244 20 149 11 180 42 265 19 326 64 184 28 276 1026 05:45 PM 35 160 41 236 29 156 9 194 41 285 22 348 32 205 28 265 1043 Total 112 664 240 1016 115 608 53 776 156 1050 85 1291 211 788 106 1105 4188 Grand Total 291 1980 707 2978 319 1655 143 2117 465 3025 241 3731 656 2510 374 3540 12366 Apprch % 9.8 66.5 23.7 15.1 78.2 6.8 12.5 81.1 6.5 18.5 70.9 10.6 Total % 2.4 16 5.7 24.1 2.6 13.4 1.2 17.1 3.8 24.5 1.9 30.2 5.3 20.3 3 28.6 La Cienega Boulevard
Southbound
Wilshire Boulevard
Westbound
La Cienega Boulevard
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 18 173 57 248 31 118 10 159 48 288 25 361 72 240 34 346 1114 05:00 PM 23 212 60 295 39 153 16 208 27 261 21 309 56 174 22 252 1064 05:15 PM 25 149 67 241 27 150 17 194 46 239 23 308 59 225 28 312 1055 05:30 PM 29 143 72 244 20 149 11 180 42 265 19 326 64 184 28 276 1026 Total Volume 95 677 256 1028 117 570 54 741 163 1053 88 1304 251 823 112 1186 4259 % App. Total 9.2 65.9 24.9 15.8 76.9 7.3 12.5 80.8 6.7 21.2 69.4 9.4 PHF .819 .798 .889 .871 .750 .931 .794 .891 .849 .914 .880 .903 .872 .857 .824 .857 .956 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_LAC_La C_Wil PM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 2
City of Los Angeles
N/S: La Cienega Boulevard
E/W: Wilshire Boulevard
Weather: Clear
La Cienega Boulevard
Wilshire Boulevard
Wilshire Boulevard
La Cienega Boulevard
Right
256
Thru
677
Left
95 Out In Total
1358 1028 2386
Right
54 Thru
570
Left
117
Out Total In
1006 741 1747
Left
163
Thru
1053
Right
88 Out In Total
906 1304 2210
Left
251
Thru
823
Right
112
Total Out In
989 1186 2175
Peak Hour Begins at 04:45 PM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM
+0 mins. 18 173 57 248 31 118 10 159 48 288 25 361 72 240 34 346 +15 mins. 23 212 60 295 39 153 16 208 27 261 21 309 56 174 22 252 +30 mins. 25 149 67 241 27 150 17 194 46 239 23 308 59 225 28 312 +45 mins. 29 143 72 244 20 149 11 180 42 265 19 326 64 184 28 276 Total Volume 95 677 256 1028 117 570 54 741 163 1053 88 1304 251 823 112 1186 % App. Total 9.2 65.9 24.9 15.8 76.9 7.3 12.5 80.8 6.7 21.2 69.4 9.4 PHF .819 .798 .889 .871 .750 .931 .794 .891 .849 .914 .880 .903 .872 .857 .824 .857 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_LAC_La C_Wil PM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 2
City of Los Angeles
N/S: La Cienega Boulevard
E/W: Wilshire Boulevard
Weather: Clear
La Cienega Boulevard
Wilshire Boulevard
Wilshire Boulevard
La Cienega Boulevard
Right
0 Thru
10 Left
1 Out In Total
17 11 28
Right
3 Thru
0 Left
1 Out Total In
10 4 14
Left
1 Thru
11 Right
1 Out In Total
15 13 28
Left
3 Thru
8 Right
4 Total Out In
1 15 16
Peak Hour Begins at 04:45 PM
Dual Wheeled
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM
+0 mins. 0 1 0 1 0 0 1 1 0 3 0 3 1 2 2 5
+15 mins. 0 3 0 3 1 0 1 2 0 1 0 1 2 2 0 4
+30 mins. 1 1 0 2 0 0 0 0 1 6 0 7 0 2 2 4
+45 mins. 0 5 0 5 0 0 1 1 0 1 1 2 0 2 0 2
Total Volume 1 10 0 11 1 0 3 4 1 11 1 13 3 8 4 15
% App. Total 9.1 90.9 0 25 0 75 7.7 84.6 7.7 20 53.3 26.7 PHF .250 .500 .000 .550 .250 .000 .750 .500 .250 .458 .250 .464 .375 1.000 .500 .750 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_LAC_La C_Wil PM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 2
City of Los Angeles
N/S: La Cienega Boulevard
E/W: Wilshire Boulevard
Weather: Clear
La Cienega Boulevard
Wilshire Boulevard
Wilshire Boulevard
La Cienega Boulevard
Right
0 Thru
5 Left
3 Out In Total
8 8 16
Right
0 Thru
17 Left
0 Out Total In
18 17 35
Left
0 Thru
8 Right
0 Out In Total
5 8 13
Left
0 Thru
15 Right
0 Total Out In
17 15 32
Peak Hour Begins at 04:45 PM
Buses
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM
+0 mins. 1 2 0 3 0 4 0 4 0 2 0 2 0 3 0 3
+15 mins. 1 1 0 2 0 3 0 3 0 2 0 2 0 6 0 6
+30 mins. 0 1 0 1 0 3 0 3 0 2 0 2 0 2 0 2
+45 mins. 1 1 0 2 0 7 0 7 0 2 0 2 0 4 0 4
Total Volume 3 5 0 8 0 17 0 17 0 8 0 8 0 15 0 15
% App. Total 37.5 62.5 0 0 100 0 0 100 0 0 100 0
PHF .750 .625 .000 .667 .000 .607 .000 .607 .000 1.000 .000 1.000 .000 .625 .000 .625 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City Of Los Angeles
Department Of Transportation

MANUAL TRAFFIC COUNT SUMMARY
STREET:

North/South La Cienega Boulevard
East/West Wilshire Boulevard
Day: Date: Weather: CLEAR
Hours: 7-10AM 3-6PM Staff: CUI
School Day: YES District: Hollywood I/S CODE 0

N/B S/B E/B W/B
DUALWHEELED 150 117 72 74
BIKES 7 14 23 18
BUSES 59 54 90 96

N/B TIME S/B TIME E/B TIME W/B TIME
AM PK 15 MIN 385 8.45 310 7.30 216 9.15 297 8.15
PM PK 15 MIN 366 4.45 300 5.00 354 4.45 213 5.00
AM PK HOUR 1496 8.15 1073 7.30 763 9.00 1153 8.00
PM PK HOUR 1325 4.45 1052 4.30 1305 4.00 795 5.00
NORTHBOUND Approach SOUTHBOUND Approach TOTAL XING S/L XING N/L Hours Lt Th Rt Total Hours Lt Th Rt Total N-S Ped Sch Ped Sch 7-8 264 892 70 1226 7-8 31 856 155 1042 2268 19 1 30 6
8-9 280 1086 117 1483 8-9 64 705 237 1006 2489 47 3 38 3 9-10 252 907 89 1248 9-10 75 665 275 1015 2263 37 0 33 1 3-4 135 985 72 1192 3-4 86 721 212 1019 2211 53 8 25 3
4-5 177 1035 84 1296 4-5 103 638 261 1002 2298 38 5 22 0 5-6 157 1069 86 1312 5-6 116 680 241 1037 2349 33 0 16 0 TOTAL 1265 5974 518 7757 TOTAL 475 4265 1381 6121 13878 227 17 164 13 EASTBOUND Approach WESTBOUND Approach TOTAL XING W/L XING E/L Hours Lt Th Rt Total Hours Lt Th Rt Total E-W Ped Sch Ped Sch 7-8 57 225 104 386 7-8 97 743 27 867 1253 23 0 11 4
8-9 139 427 123 689 8-9 81 1040 32 1153 1842 36 5 27 1
9-10 172 436 155 763 9-10 78 624 41 743 1506 44 1 22 1
3-4 198 836 155 1189 3-4 96 579 45 720 1909 42 4 19 4
4-5 254 933 118 1305 4-5 110 510 50 670 1975 39 2 26 0
5-6 213 811 108 1132 5-6 116 624 55 795 1927 29 2 12 1
TOTAL 1033 3668 763 5464 TOTAL 578 4120 250 4948 10412 213 14 117 11 (Rev Oct 06)
Thursday August 25, 2022
City of Los Angeles
Department of Transportation

BICYCLE COUNT SUMMARY
STREET:

North/South:

East/West:

Day: Weather:

School Day: I/S Code:

Hours:

NORTHBOUND Approach SOUTHBOUND Approach TOTAL
Hours Lt Th Rt Total Hours Lt Th Rt Total N‐S
7‐8 000 0 7‐8 013 4 4
8‐9 011 2 8‐9 040 4 6
9‐10 1 0 0 1 9‐10 0 2 1 3 4
3‐4 010 1 3‐4 000 0 1
4‐5 110 2 4‐5 021 3 5
5‐6 010 1 5‐6 000 0 1
TOTAL 2 4 1 7 TOTAL 0 9 5 14 21
EASTBOUND Approach WESTBOUND Approach TOTAL
Hours Lt Th Rt Total Hours Lt Th Rt Total E‐W
7‐8 010 1 7‐8 030 3 4
8‐9 210 3 8‐9 060 6 9
9‐10 0 2 0 2 9‐10 0 2 0 2 4
3‐4 180 9 3‐4 3 2 0 5 14
4‐5 040 4 4‐5 020 2 6
5‐6 130 4 5‐6 000 0 4
TOTAL 4 19 0 23 TOTAL 3 15 0 18 41
REMARKS (6 hour total):

NB SB EB WB TOTAL
‐ Female Riders 10124
‐ No helmet riders 5 7 14 11 37
‐ Sidewalk Riding 7 8 16 10 41
‐ Wrong way riding 5 1 2 8 16
NB: Northbound, SB: Southbound, EB: Eastbound, WB: Westbound, I/S: Intersection Source: CUI LADOT 2015 CMP
CLEAR
0 La Cienega Boulevard
Wilshire Boulevard
Date:

District:

Thursday
Yes
7‐10 AM, 3‐6 PM
8/25/2022
Hollywood
Staff: CUI
City of Los Angeles
Department of Transportation

PEDESTRIAN COUNT SUMMARY
STREET:

North/South:

East/West:

Day: Weather:

School Day: I/S Code:

Hours:
15 Min. Interval N‐LEG S‐LEG E‐LEG W‐LEG TOTAL 15 Min. Interval N‐LEG S‐LEG E‐LEG W‐LEG TOTAL 7:00‐7:15 8 7 1 3 19 3:00‐3:15 10 13 5 16 44
7:15‐7:30 5 5 2 7 19 3:15‐3:30 9 20 7 10 46
7:30‐7:45 14 6 2 9 31 3:30‐3:45 4 15 6 8 33
7:45‐8:00 9 2 10 4 25 3:45‐4:00 5 13 5 12 35
8:00‐8:15 13 9 10 6 38 4:00‐4:15 9 16 7 10 42
8:15‐8:30 5 7 4 15 31 4:15‐4:30 2 8 3 13 26
8:30‐8:45 6 16 9 8 39 4:30‐4:45 7 11 10 11 39
8:45‐9:00 17 18 5 12 52 4:45‐5:00 4 8 6 7 25
9:00‐9:15 9 10 5 11 35 5:00‐5:15 7 9 1 13 30
9:15‐9:30 10 9 9 13 41 5:15‐5:30 1 5 3 8 17
9:30‐9:45 7 9 6 10 32 5:30‐5:45 5 12 2 7 26
9:45‐10:00 8 9 3 11 31 5:45‐6:00 3 7 7 3 20
Hours Hours
7 ‐ 8 36 20 15 23 94 3 ‐ 4 28 61 23 46 158
8 ‐ 9 41 50 28 41 160 4 ‐ 5 22 43 26 41 132
9 ‐ 10 34 37 23 45 139 5 ‐ 6 16 33 13 31 93
TOTAL 111 107 66 109 393 66 137 62 118 383
REMARKS (6 hour total):

N‐LEG S‐LEG E‐LEG W‐LEG TOTAL
‐ Wheelchair/special needs assistance 00000
‐ Skateboard/scooter 14016
N: North, S: South, E: East, W: West, I/S: Intersection Source:

CUI
La Cienega Boulevard
Wilshire Boulevard
Thursday Date: 8/25/2022 CLEAR
LADOT 2015 CMP

AM PEAK PERIOD PM PEAK PERIOD
YES District: Hollywood 0
7‐10 AM, 3‐6 PM Staff:

File Name : 03_LAC_La C_Oly AM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 1
City of Los Angeles
N/S: La Cienega Boulevard
E/W: Olympic Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles - Dual Wheeled - Buses La Cienega Boulevard
Southbound
Olympic Boulevard
Westbound
La Cienega Boulevard
Northbound
Olympic Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 6 235 25 266 14 254 9 277 42 245 18 305 9 84 15 108 956 07:15 AM 5 174 34 213 21 377 23 421 41 280 22 343 14 116 31 161 1138 07:30 AM 10 256 54 320 14 375 13 402 48 353 12 413 16 157 21 194 1329 07:45 AM 10 197 46 253 19 479 15 513 48 314 16 378 19 189 27 235 1379 Total 31 862 159 1052 68 1485 60 1613 179 1192 68 1439 58 546 94 698 4802 08:00 AM 12 167 40 219 18 337 18 373 40 362 31 433 21 146 18 185 1210 08:15 AM 12 153 29 194 20 406 26 452 28 322 14 364 20 162 11 193 1203 08:30 AM 11 191 46 248 26 386 33 445 46 371 13 430 17 163 21 201 1324 08:45 AM 8 151 30 189 16 466 46 528 37 356 21 414 15 193 23 231 1362 Total 43 662 145 850 80 1595 123 1798 151 1411 79 1641 73 664 73 810 5099 09:00 AM 19 122 64 205 21 390 26 437 34 312 22 368 19 147 20 186 1196 09:15 AM 25 134 31 190 18 425 41 484 30 236 27 293 16 196 22 234 1201 09:30 AM 15 175 38 228 28 314 41 383 22 274 17 313 20 175 24 219 1143 09:45 AM 15 149 31 195 20 345 47 412 26 247 7 280 28 173 16 217 1104 Total 74 580 164 818 87 1474 155 1716 112 1069 73 1254 83 691 82 856 4644 Grand Total 148 2104 468 2720 235 4554 338 5127 442 3672 220 4334 214 1901 249 2364 14545 Apprch % 5.4 77.4 17.2 4.6 88.8 6.6 10.2 84.7 5.1 9.1 80.4 10.5 Total % 1 14.5 3.2 18.7 1.6 31.3 2.3 35.2 3 25.2 1.5 29.8 1.5 13.1 1.7 16.3 Passenger Vehicles 147 2027 461 2635 226 4456 332 5014 429 3568 217 4214 207 1869 242 2318 14181 % Passenger Vehicles 99.3 96.3 98.5 96.9 96.2 97.8 98.2 97.8 97.1 97.2 98.6 97.2 96.7 98.3 97.2 98.1 97.5 Dual Wheeled 0 53 7 60 5 74 5 84 11 77 1 89 5 16 6 27 260 % Dual Wheeled 0 2.5 1.5 2.2 2.1 1.6 1.5 1.6 2.5 2.1 0.5 2.1 2.3 0.8 2.4 1.1 1.8 Buses 1 24 0 25 4 24 1 29 2 27 2 31 2 16 1 19 104
% Buses 0.7 1.1 0 0.9 1.7 0.5 0.3 0.6 0.5 0.7 0.9 0.7 0.9 0.8 0.4 0.8 0.7 La Cienega Boulevard
Southbound
Olympic Boulevard
Westbound
La Cienega Boulevard
Northbound
Olympic Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 10 256 54 320 14 375 13 402 48 353 12 413 16 157 21 194 1329 07:45 AM 10 197 46 253 19 479 15 513 48 314 16 378 19 189 27 235 1379 08:00 AM 12 167 40 219 18 337 18 373 40 362 31 433 21 146 18 185 1210 08:15 AM 12 153 29 194 20 406 26 452 28 322 14 364 20 162 11 193 1203 Total Volume 44 773 169 986 71 1597 72 1740 164 1351 73 1588 76 654 77 807 5121 % App. Total 4.5 78.4 17.1 4.1 91.8 4.1 10.3 85.1 4.6 9.4 81 9.5 PHF .917 .755 .782 .770 .888 .834 .692 .848 .854 .933 .589 .917 .905 .865 .713 .859 .928 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_LAC_La C_Oly AM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 2
City of Los Angeles
N/S: La Cienega Boulevard
E/W: Olympic Boulevard
Weather: Clear
La Cienega Boulevard
Olympic Boulevard
Olympic Boulevard
La Cienega Boulevard
Right
169
Thru
773
Left
44 Out In Total
1499 986 2485
Right
72 Thru
1597
Left
71 Out Total In
771 1740 2511
Left
164
Thru
1351
Right
73 Out In Total
921 1588 2509
Left
76 Thru
654
Right
77 Total Out In
1930 807 2737
Peak Hour Begins at 07:30 AM
Passenger Vehicles
Dual Wheeled
Buses
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:00 AM 08:30 AM 08:00 AM 08:45 AM
+0 mins. 6 235 25 266 26 386 33 445 40 362 31 433 15 193 23 231 +15 mins. 5 174 34 213 16 466 46 528 28 322 14 364 19 147 20 186 +30 mins. 10 256 54 320 21 390 26 437 46 371 13 430 16 196 22 234 +45 mins. 10 197 46 253 18 425 41 484 37 356 21 414 20 175 24 219 Total Volume 31 862 159 1052 81 1667 146 1894 151 1411 79 1641 70 711 89 870 % App. Total 2.9 81.9 15.1 4.3 88 7.7 9.2 86 4.8 8 81.7 10.2 PHF .775 .842 .736 .822 .779 .894 .793 .897 .821 .951 .637 .947 .875 .907 .927 .929 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_LAC_La C_Oly AM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 1
City of Los Angeles
N/S: La Cienega Boulevard
E/W: Olympic Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles
La Cienega Boulevard
Southbound
Olympic Boulevard
Westbound
La Cienega Boulevard
Northbound
Olympic Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 6 229 25 260 14 246 9 269 40 233 17 290 8 80 15 103 922 07:15 AM 5 171 34 210 19 366 22 407 37 274 20 331 13 114 28 155 1103 07:30 AM 9 250 53 312 13 370 13 396 47 344 12 403 16 154 20 190 1301 07:45 AM 10 193 46 249 19 476 15 510 48 311 16 375 19 186 27 232 1366 Total 30 843 158 1031 65 1458 59 1582 172 1162 65 1399 56 534 90 680 4692 08:00 AM 12 162 40 214 16 331 18 365 40 353 31 424 19 144 18 181 1184 08:15 AM 12 146 29 187 20 399 26 445 27 312 14 353 19 161 11 191 1176 08:30 AM 11 189 45 245 26 378 32 436 45 365 13 423 17 159 21 197 1301 08:45 AM 8 143 30 181 16 462 45 523 35 342 21 398 15 190 23 228 1330 Total 43 640 144 827 78 1570 121 1769 147 1372 79 1598 70 654 73 797 4991 09:00 AM 19 115 63 197 20 386 25 431 34 302 22 358 18 145 20 183 1169 09:15 AM 25 121 29 175 15 418 40 473 29 230 27 286 16 193 21 230 1164 09:30 AM 15 167 37 219 28 286 41 355 22 261 17 300 19 173 22 214 1088 09:45 AM 15 141 30 186 20 338 46 404 25 241 7 273 28 170 16 214 1077 Total 74 544 159 777 83 1428 152 1663 110 1034 73 1217 81 681 79 841 4498 Grand Total 147 2027 461 2635 226 4456 332 5014 429 3568 217 4214 207 1869 242 2318 14181 Apprch % 5.6 76.9 17.5 4.5 88.9 6.6 10.2 84.7 5.1 8.9 80.6 10.4 Total % 1 14.3 3.3 18.6 1.6 31.4 2.3 35.4 3 25.2 1.5 29.7 1.5 13.2 1.7 16.3 La Cienega Boulevard
Southbound
Olympic Boulevard
Westbound
La Cienega Boulevard
Northbound
Olympic Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 9 250 53 312 13 370 13 396 47 344 12 403 16 154 20 190 1301 07:45 AM 10 193 46 249 19 476 15 510 48 311 16 375 19 186 27 232 1366 08:00 AM 12 162 40 214 16 331 18 365 40 353 31 424 19 144 18 181 1184 08:15 AM 12 146 29 187 20 399 26 445 27 312 14 353 19 161 11 191 1176 Total Volume 43 751 168 962 68 1576 72 1716 162 1320 73 1555 73 645 76 794 5027 % App. Total 4.5 78.1 17.5 4 91.8 4.2 10.4 84.9 4.7 9.2 81.2 9.6 PHF .896 .751 .792 .771 .850 .828 .692 .841 .844 .935 .589 .917 .961 .867 .704 .856 .920 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_LAC_La C_Oly AM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 2
City of Los Angeles
N/S: La Cienega Boulevard
E/W: Olympic Boulevard
Weather: Clear
La Cienega Boulevard
Olympic Boulevard
Olympic Boulevard
La Cienega Boulevard
Right
168
Thru
751
Left
43 Out In Total
1465 962 2427
Right
72 Thru
1576
Left
68 Out Total In
761 1716 2477
Left
162
Thru
1320
Right
73 Out In Total
895 1555 2450
Left
73 Thru
645
Right
76 Total Out In
1906 794 2700
Peak Hour Begins at 07:30 AM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 9 250 53 312 13 370 13 396 47 344 12 403 16 154 20 190 +15 mins. 10 193 46 249 19 476 15 510 48 311 16 375 19 186 27 232 +30 mins. 12 162 40 214 16 331 18 365 40 353 31 424 19 144 18 181 +45 mins. 12 146 29 187 20 399 26 445 27 312 14 353 19 161 11 191 Total Volume 43 751 168 962 68 1576 72 1716 162 1320 73 1555 73 645 76 794 % App. Total 4.5 78.1 17.5 4 91.8 4.2 10.4 84.9 4.7 9.2 81.2 9.6 PHF .896 .751 .792 .771 .850 .828 .692 .841 .844 .935 .589 .917 .961 .867 .704 .856 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_LAC_La C_Oly AM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 1
City of Los Angeles
N/S: La Cienega Boulevard
E/W: Olympic Boulevard
Weather: Clear
Groups Printed- Dual Wheeled
La Cienega Boulevard
Southbound
Olympic Boulevard
Westbound
La Cienega Boulevard
Northbound
Olympic Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 2 0 2 0 3 0 3 1 9 0 10 1 3 0 4 19
07:15 AM 0 2 0 2 0 9 1 10 3 4 1 8 0 0 3 3 23
07:30 AM 0 3 1 4 0 3 0 3 1 6 0 7 0 1 1 2 16
07:45 AM 0 3 0 3 0 2 0 2 0 2 0 2 0 1 0 1 8
Total 0 10 1 11 0 17 1 18 5 21 1 27 1 5 4 10 66
08:00 AM 0 3 0 3 2 2 0 4 0 7 0 7 1 0 0 1 15
08:15 AM 0 6 0 6 0 5 0 5 1 9 0 10 1 0 0 1 22
08:30 AM 0 1 1 2 0 6 0 6 1 4 0 5 0 3 0 3 16
08:45 AM 0 6 0 6 0 3 1 4 2 11 0 13 0 1 0 1 24
Total 0 16 1 17 2 16 1 19 4 31 0 35 2 4 0 6 77
09:00 AM 0 5 1 6 1 3 1 5 0 7 0 7 1 2 0 3 21
09:15 AM 0 10 2 12 2 4 1 7 1 5 0 6 0 2 1 3 28
09:30 AM 0 6 1 7 0 27 0 27 0 7 0 7 1 1 1 3 44
09:45 AM 0 6 1 7 0 7 1 8 1 6 0 7 0 2 0 2 24
Total 0 27 5 32 3 41 3 47 2 25 0 27 2 7 2 11 117
Grand Total 0 53 7 60 5 74 5 84 11 77 1 89 5 16 6 27 260 Apprch % 0 88.3 11.7 6 88.1 6 12.4 86.5 1.1 18.5 59.3 22.2 Total % 0 20.4 2.7 23.1 1.9 28.5 1.9 32.3 4.2 29.6 0.4 34.2 1.9 6.2 2.3 10.4 La Cienega Boulevard
Southbound
Olympic Boulevard
Westbound
La Cienega Boulevard
Northbound
Olympic Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 3 1 4 0 3 0 3 1 6 0 7 0 1 1 2 16
07:45 AM 0 3 0 3 0 2 0 2 0 2 0 2 0 1 0 1 8
08:00 AM 0 3 0 3 2 2 0 4 0 7 0 7 1 0 0 1 15
08:15 AM 0 6 0 6 0 5 0 5 1 9 0 10 1 0 0 1 22
Total Volume 0 15 1 16 2 12 0 14 2 24 0 26 2 2 1 5 61
% App. Total 0 93.8 6.2 14.3 85.7 0 7.7 92.3 0 40 40 20 PHF .000 .625 .250 .667 .250 .600 .000 .700 .500 .667 .000 .650 .500 .500 .250 .625 .693 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_LAC_La C_Oly AM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 2
City of Los Angeles
N/S: La Cienega Boulevard
E/W: Olympic Boulevard
Weather: Clear
La Cienega Boulevard
Olympic Boulevard
Olympic Boulevard
La Cienega Boulevard
Right
1 Thru
15 Left
0 Out In Total
26 16 42
Right
0 Thru
12 Left
2 Out Total In
2 14 16
Left
2 Thru
24 Right
0 Out In Total
18 26 44
Left
2 Thru
2 Right
1 Total Out In
15 5 20
Peak Hour Begins at 07:30 AM
Dual Wheeled
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 3 1 4 0 3 0 3 1 6 0 7 0 1 1 2
+15 mins. 0 3 0 3 0 2 0 2 0 2 0 2 0 1 0 1
+30 mins. 0 3 0 3 2 2 0 4 0 7 0 7 1 0 0 1
+45 mins. 0 6 0 6 0 5 0 5 1 9 0 10 1 0 0 1
Total Volume 0 15 1 16 2 12 0 14 2 24 0 26 2 2 1 5
% App. Total 0 93.8 6.2 14.3 85.7 0 7.7 92.3 0 40 40 20 PHF .000 .625 .250 .667 .250 .600 .000 .700 .500 .667 .000 .650 .500 .500 .250 .625 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_LAC_La C_Oly AM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 1
City of Los Angeles
N/S: La Cienega Boulevard
E/W: Olympic Boulevard
Weather: Clear
Groups Printed- Buses
La Cienega Boulevard
Southbound
Olympic Boulevard
Westbound
La Cienega Boulevard
Northbound
Olympic Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 4 0 4 0 5 0 5 1 3 1 5 0 1 0 1 15
07:15 AM 0 1 0 1 2 2 0 4 1 2 1 4 1 2 0 3 12
07:30 AM 1 3 0 4 1 2 0 3 0 3 0 3 0 2 0 2 12
07:45 AM 0 1 0 1 0 1 0 1 0 1 0 1 0 2 0 2 5
Total 1 9 0 10 3 10 0 13 2 9 2 13 1 7 0 8 44
08:00 AM 0 2 0 2 0 4 0 4 0 2 0 2 1 2 0 3 11
08:15 AM 0 1 0 1 0 2 0 2 0 1 0 1 0 1 0 1 5
08:30 AM 0 1 0 1 0 2 1 3 0 2 0 2 0 1 0 1 7
08:45 AM 0 2 0 2 0 1 0 1 0 3 0 3 0 2 0 2 8
Total 0 6 0 6 0 9 1 10 0 8 0 8 1 6 0 7 31
09:00 AM 0 2 0 2 0 1 0 1 0 3 0 3 0 0 0 0 6
09:15 AM 0 3 0 3 1 3 0 4 0 1 0 1 0 1 0 1 9
09:30 AM 0 2 0 2 0 1 0 1 0 6 0 6 0 1 1 2 11
09:45 AM 0 2 0 2 0 0 0 0 0 0 0 0 0 1 0 1 3
Total 0 9 0 9 1 5 0 6 0 10 0 10 0 3 1 4 29
Grand Total 1 24 0 25 4 24 1 29 2 27 2 31 2 16 1 19 104 Apprch % 4 96 0 13.8 82.8 3.4 6.5 87.1 6.5 10.5 84.2 5.3 Total % 1 23.1 0 24 3.8 23.1 1 27.9 1.9 26 1.9 29.8 1.9 15.4 1 18.3 La Cienega Boulevard
Southbound
Olympic Boulevard
Westbound
La Cienega Boulevard
Northbound
Olympic Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 1 3 0 4 1 2 0 3 0 3 0 3 0 2 0 2 12
07:45 AM 0 1 0 1 0 1 0 1 0 1 0 1 0 2 0 2 5
08:00 AM 0 2 0 2 0 4 0 4 0 2 0 2 1 2 0 3 11
08:15 AM 0 1 0 1 0 2 0 2 0 1 0 1 0 1 0 1 5
Total Volume 1 7 0 8 1 9 0 10 0 7 0 7 1 7 0 8 33
% App. Total 12.5 87.5 0 10 90 0 0 100 0 12.5 87.5 0
PHF .250 .583 .000 .500 .250 .563 .000 .625 .000 .583 .000 .583 .250 .875 .000 .667 .688 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_LAC_La C_Oly AM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 2
City of Los Angeles
N/S: La Cienega Boulevard
E/W: Olympic Boulevard
Weather: Clear
La Cienega Boulevard
Olympic Boulevard
Olympic Boulevard
La Cienega Boulevard
Right
0 Thru
7 Left
1 Out In Total
8 8 16
Right
0 Thru
9 Left
1 Out Total In
8 10 18
Left
0 Thru
7 Right
0 Out In Total
8 7 15
Left
1 Thru
7 Right
0 Total Out In
9 8 17
Peak Hour Begins at 07:30 AM
Buses
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 1 3 0 4 1 2 0 3 0 3 0 3 0 2 0 2
+15 mins. 0 1 0 1 0 1 0 1 0 1 0 1 0 2 0 2
+30 mins. 0 2 0 2 0 4 0 4 0 2 0 2 1 2 0 3
+45 mins. 0 1 0 1 0 2 0 2 0 1 0 1 0 1 0 1
Total Volume 1 7 0 8 1 9 0 10 0 7 0 7 1 7 0 8
% App. Total 12.5 87.5 0 10 90 0 0 100 0 12.5 87.5 0
PHF .250 .583 .000 .500 .250 .563 .000 .625 .000 .583 .000 .583 .250 .875 .000 .667 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_LAC_La C_Oly PM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 1
City of Los Angeles
N/S: La Cienega Boulevard
E/W: Olympic Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles - Dual Wheeled - Buses La Cienega Boulevard
Southbound
Olympic Boulevard
Westbound
La Cienega Boulevard
Northbound
Olympic Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 03:00 PM 28 133 44 205 17 184 10 211 18 247 22 287 33 324 30 387 1090 03:15 PM 21 164 40 225 19 196 9 224 16 239 17 272 46 406 24 476 1197 03:30 PM 44 124 37 205 31 226 15 272 12 220 17 249 45 325 16 386 1112 03:45 PM 31 119 39 189 29 241 13 283 31 247 22 300 25 400 19 444 1216 Total 124 540 160 824 96 847 47 990 77 953 78 1108 149 1455 89 1693 4615 04:00 PM 20 123 36 179 36 190 11 237 22 243 25 290 29 346 27 402 1108 04:15 PM 28 132 26 186 25 207 10 242 29 234 30 293 29 436 13 478 1199 04:30 PM 38 157 48 243 22 204 8 234 27 279 39 345 19 428 14 461 1283 04:45 PM 39 137 48 224 40 230 11 281 26 283 16 325 58 349 33 440 1270 Total 125 549 158 832 123 831 40 994 104 1039 110 1253 135 1559 87 1781 4860 05:00 PM 40 139 34 213 23 198 8 229 34 241 28 303 34 414 27 475 1220 05:15 PM 22 105 20 147 35 222 10 267 30 237 22 289 38 436 42 516 1219 05:30 PM 35 147 21 203 24 209 8 241 45 315 27 387 31 395 33 459 1290 05:45 PM 28 122 27 177 33 281 16 330 37 301 33 371 29 432 31 492 1370 Total 125 513 102 740 115 910 42 1067 146 1094 110 1350 132 1677 133 1942 5099 Grand Total 374 1602 420 2396 334 2588 129 3051 327 3086 298 3711 416 4691 309 5416 14574 Apprch % 15.6 66.9 17.5 10.9 84.8 4.2 8.8 83.2 8 7.7 86.6 5.7 Total % 2.6 11 2.9 16.4 2.3 17.8 0.9 20.9 2.2 21.2 2 25.5 2.9 32.2 2.1 37.2 Passenger Vehicles 371 1550 417 2338 333 2539 128 3000 324 3030 293 3647 415 4632 299 5346 14331 % Passenger Vehicles 99.2 96.8 99.3 97.6 99.7 98.1 99.2 98.3 99.1 98.2 98.3 98.3 99.8 98.7 96.8 98.7 98.3 Dual Wheeled 2 30 3 35 1 31 0 32 3 28 2 33 1 36 10 47 147 % Dual Wheeled 0.5 1.9 0.7 1.5 0.3 1.2 0 1 0.9 0.9 0.7 0.9 0.2 0.8 3.2 0.9 1 Buses 1 22 0 23 0 18 1 19 0 28 3 31 0 23 0 23 96
% Buses 0.3 1.4 0 1 0 0.7 0.8 0.6 0 0.9 1 0.8 0 0.5 0 0.4 0.7 La Cienega Boulevard
Southbound
Olympic Boulevard
Westbound
La Cienega Boulevard
Northbound
Olympic Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 40 139 34 213 23 198 8 229 34 241 28 303 34 414 27 475 1220 05:15 PM 22 105 20 147 35 222 10 267 30 237 22 289 38 436 42 516 1219 05:30 PM 35 147 21 203 24 209 8 241 45 315 27 387 31 395 33 459 1290 05:45 PM 28 122 27 177 33 281 16 330 37 301 33 371 29 432 31 492 1370 Total Volume 125 513 102 740 115 910 42 1067 146 1094 110 1350 132 1677 133 1942 5099 % App. Total 16.9 69.3 13.8 10.8 85.3 3.9 10.8 81 8.1 6.8 86.4 6.8 PHF .781 .872 .750 .869 .821 .810 .656 .808 .811 .868 .833 .872 .868 .962 .792 .941 .930 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_LAC_La C_Oly PM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 2
City of Los Angeles
N/S: La Cienega Boulevard
E/W: Olympic Boulevard
Weather: Clear
La Cienega Boulevard
Olympic Boulevard
Olympic Boulevard
La Cienega Boulevard
Right
102
Thru
513
Left
125
Out In Total
1268 740 2008
Right
42 Thru
910
Left
115
Out Total In
1912 1067 2979
Left
146
Thru
1094
Right
110
Out In Total
761 1350 2111
Left
132 1677
Thru Right
133
Total Out In
1158 1942 3100
Peak Hour Begins at 05:00 PM
Passenger Vehicles
Dual Wheeled
Buses
Peak Hour Data
North
Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 28 132 26 186 23 198 8 229 34 241 28 303 34 414 27 475 +15 mins. 38 157 48 243 35 222 10 267 30 237 22 289 38 436 42 516 +30 mins. 39 137 48 224 24 209 8 241 45 315 27 387 31 395 33 459 +45 mins. 40 139 34 213 33 281 16 330 37 301 33 371 29 432 31 492 Total Volume 145 565 156 866 115 910 42 1067 146 1094 110 1350 132 1677 133 1942 % App. Total 16.7 65.2 18 10.8 85.3 3.9 10.8 81 8.1 6.8 86.4 6.8 PHF .906 .900 .813 .891 .821 .810 .656 .808 .811 .868 .833 .872 .868 .962 .792 .941 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_LAC_La C_Oly PM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 1
City of Los Angeles
N/S: La Cienega Boulevard
E/W: Olympic Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles
La Cienega Boulevard
Southbound
Olympic Boulevard
Westbound
La Cienega Boulevard
Northbound
Olympic Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 03:00 PM 27 123 44 194 17 182 10 209 18 240 21 279 33 318 27 378 1060 03:15 PM 21 160 39 220 18 193 9 220 15 234 15 264 46 401 24 471 1175 03:30 PM 44 119 35 198 31 223 15 269 12 216 17 245 45 320 16 381 1093 03:45 PM 31 116 39 186 29 235 13 277 31 243 21 295 25 393 19 437 1195 Total 123 518 157 798 95 833 47 975 76 933 74 1083 149 1432 86 1667 4523 04:00 PM 20 118 36 174 36 183 11 230 21 238 25 284 29 343 26 398 1086 04:15 PM 28 128 26 182 25 202 10 237 28 230 30 288 29 434 12 475 1182 04:30 PM 36 153 48 237 22 197 8 227 27 271 39 337 19 417 14 450 1251 04:45 PM 39 134 48 221 40 228 11 279 26 279 15 320 58 344 32 434 1254 Total 123 533 158 814 123 810 40 973 102 1018 109 1229 135 1538 84 1757 4773 05:00 PM 40 137 34 211 23 194 8 225 34 240 28 302 34 409 27 470 1208 05:15 PM 22 101 20 143 35 218 9 262 30 231 22 283 37 432 39 508 1196 05:30 PM 35 144 21 200 24 207 8 239 45 313 27 385 31 392 32 455 1279 05:45 PM 28 117 27 172 33 277 16 326 37 295 33 365 29 429 31 489 1352 Total 125 499 102 726 115 896 41 1052 146 1079 110 1335 131 1662 129 1922 5035 Grand Total 371 1550 417 2338 333 2539 128 3000 324 3030 293 3647 415 4632 299 5346 14331 Apprch % 15.9 66.3 17.8 11.1 84.6 4.3 8.9 83.1 8 7.8 86.6 5.6 Total % 2.6 10.8 2.9 16.3 2.3 17.7 0.9 20.9 2.3 21.1 2 25.4 2.9 32.3 2.1 37.3 La Cienega Boulevard
Southbound
Olympic Boulevard
Westbound
La Cienega Boulevard
Northbound
Olympic Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 40 137 34 211 23 194 8 225 34 240 28 302 34 409 27 470 1208 05:15 PM 22 101 20 143 35 218 9 262 30 231 22 283 37 432 39 508 1196 05:30 PM 35 144 21 200 24 207 8 239 45 313 27 385 31 392 32 455 1279 05:45 PM 28 117 27 172 33 277 16 326 37 295 33 365 29 429 31 489 1352 Total Volume 125 499 102 726 115 896 41 1052 146 1079 110 1335 131 1662 129 1922 5035 % App. Total 17.2 68.7 14 10.9 85.2 3.9 10.9 80.8 8.2 6.8 86.5 6.7 PHF .781 .866 .750 .860 .821 .809 .641 .807 .811 .862 .833 .867 .885 .962 .827 .946 .931 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_LAC_La C_Oly PM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 2
City of Los Angeles
N/S: La Cienega Boulevard
E/W: Olympic Boulevard
Weather: Clear
La Cienega Boulevard
Olympic Boulevard
Olympic Boulevard
La Cienega Boulevard
Right
102
Thru
499
Left
125
Out In Total
1251 726 1977
Right
41 Thru
896
Left
115
Out Total In
1897 1052 2949
Left
146
Thru
1079
Right
110
Out In Total
743 1335 2078
Left
131 1662
Thru Right
129
Total Out In
1144 1922 3066
Peak Hour Begins at 05:00 PM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 40 137 34 211 23 194 8 225 34 240 28 302 34 409 27 470 +15 mins. 22 101 20 143 35 218 9 262 30 231 22 283 37 432 39 508 +30 mins. 35 144 21 200 24 207 8 239 45 313 27 385 31 392 32 455 +45 mins. 28 117 27 172 33 277 16 326 37 295 33 365 29 429 31 489 Total Volume 125 499 102 726 115 896 41 1052 146 1079 110 1335 131 1662 129 1922 % App. Total 17.2 68.7 14 10.9 85.2 3.9 10.9 80.8 8.2 6.8 86.5 6.7 PHF .781 .866 .750 .860 .821 .809 .641 .807 .811 .862 .833 .867 .885 .962 .827 .946 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_LAC_La C_Oly PM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 2
City of Los Angeles
N/S: La Cienega Boulevard
E/W: Olympic Boulevard
Weather: Clear
La Cienega Boulevard
Olympic Boulevard
Olympic Boulevard
La Cienega Boulevard
Right
0 Thru
7 Left
0 Out In Total
9 7 16
Right
0 Thru
8 Left
0 Out Total In
6 8 14
Left
0 Thru
8 Right
0 Out In Total
11 8 19
Left
1 Thru
6 Right
4 Total Out In
8 11 19
Peak Hour Begins at 05:00 PM
Dual Wheeled
Peak Hour Data
North
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 0 1 0 1 0 1 0 1 0 0 0 0 0 3 0 3
+15 mins. 0 2 0 2 0 3 0 3 0 4 0 4 1 3 3 7
+30 mins. 0 2 0 2 0 1 0 1 0 1 0 1 0 0 1 1
+45 mins. 0 2 0 2 0 3 0 3 0 3 0 3 0 0 0 0
Total Volume 0 7 0 7 0 8 0 8 0 8 0 8 1 6 4 11
% App. Total 0 100 0 0 100 0 0 100 0 9.1 54.5 36.4
PHF .000 .875 .000 .875 .000 .667 .000 .667 .000 .500 .000 .500 .250 .500 .333 .393 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_LAC_La C_Oly PM
Site Code : 04122752
Start Date : 8/25/2022
Page No : 2
City of Los Angeles
N/S: La Cienega Boulevard
E/W: Olympic Boulevard
Weather: Clear
La Cienega Boulevard
Olympic Boulevard
Olympic Boulevard
La Cienega Boulevard
Right
0 Thru
7 Left
0 Out In Total
8 7 15
Right
1 Thru
6 Left
0 Out Total In
9 7 16
Left
0 Thru
7 Right
0 Out In Total
7 7 14
Left
0 Thru
9 Right
0 Total Out In
6 9 15
Peak Hour Begins at 05:00 PM
Buses
Peak Hour Data
North
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 0 1 0 1 0 3 0 3 0 1 0 1 0 2 0 2
+15 mins. 0 2 0 2 0 1 1 2 0 2 0 2 0 1 0 1
+30 mins. 0 1 0 1 0 1 0 1 0 1 0 1 0 3 0 3
+45 mins. 0 3 0 3 0 1 0 1 0 3 0 3 0 3 0 3
Total Volume 0 7 0 7 0 6 1 7 0 7 0 7 0 9 0 9
% App. Total 0 100 0 0 85.7 14.3 0 100 0 0 100 0
PHF .000 .583 .000 .583 .000 .500 .250 .583 .000 .583 .000 .583 .000 .750 .000 .750 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City Of Los Angeles
Department Of Transportation

MANUAL TRAFFIC COUNT SUMMARY
STREET:

North/South La Cienega Boulevard
East/West Olympic Boulevard
Day: Date: Weather: CLEAR
Hours: 7-10AM 3-6PM Staff: CUI
School Day: YES District: Hollywood I/S CODE 6457

N/B S/B E/B W/B
DUALWHEELED 122 95 74 116
BIKES 12 11 7 7
BUSES 62 48 42 48

N/B TIME S/B TIME E/B TIME W/B TIME
AM PK 15 MIN 433 8.00 320 7.30 235 7.45 528 8.45
PM PK 15 MIN 387 5.30 243 4.30 516 5.15 330 5.45
AM PK HOUR 1641 8.00 1052 7.00 870 8.45 1894 8.30
PM PK HOUR 1350 5.00 866 4.15 1942 5.00 1067 5.00
NORTHBOUND Approach SOUTHBOUND Approach TOTAL XING S/L XING N/L Hours Lt Th Rt Total Hours Lt Th Rt Total N-S Ped Sch Ped Sch 7-8 179 1192 68 1439 7-8 31 862 159 1052 2491 20 0 34 0 8-9 151 1411 79 1641 8-9 43 662 145 850 2491 21 0 30 3
9-10 112 1069 73 1254 9-10 74 580 164 818 2072 16 2 19 0 3-4 77 953 78 1108 3-4 124 540 160 824 1932 18 0 9 1
4-5 104 1039 110 1253 4-5 125 549 158 832 2085 21 1 18 8 5-6 146 1094 110 1350 5-6 125 513 102 740 2090 17 0 16 1 TOTAL 769 6758 518 8045 TOTAL 522 3706 888 5116 13161 113 3 126 13 EASTBOUND Approach WESTBOUND Approach TOTAL XING W/L XING E/L Hours Lt Th Rt Total Hours Lt Th Rt Total E-W Ped Sch Ped Sch 7-8 58 546 94 698 7-8 68 1485 60 1613 2311 39 0 15 0
8-9 73 664 73 810 8-9 80 1595 123 1798 2608 49 1 25 1
9-10 83 691 82 856 9-10 87 1474 155 1716 2572 31 3 26 1 3-4 149 1455 89 1693 3-4 96 847 47 990 2683 44 1 16 3
4-5 135 1559 87 1781 4-5 123 831 40 994 2775 33 3 11 1
5-6 132 1677 133 1942 5-6 115 910 42 1067 3009 27 0 25 0 TOTAL 630 6592 558 7780 TOTAL 569 7142 467 8178 15958 223 8 118 6 (Rev Oct 06)
Thursday August 25, 2022
City of Los Angeles
Department of Transportation

BICYCLE COUNT SUMMARY
STREET:

North/South:

East/West:

Day: Weather:

School Day: I/S Code:

Hours:

NORTHBOUND Approach SOUTHBOUND Approach TOTAL
Hours Lt Th Rt Total Hours Lt Th Rt Total N‐S
7‐8 010 1 7‐8 010 1 2
8‐9 132 6 8‐9 020 2 8
9‐10 0 3 0 3 9‐10 1 2 0 3 6
3‐4 000 0 3‐4 010 1 1
4‐5 020 2 4‐5 040 4 6
5‐6 000 0 5‐6 000 0 0
TOTAL 1 9 2 12 TOTAL 1 10 0 11 23
EASTBOUND Approach WESTBOUND Approach TOTAL
Hours Lt Th Rt Total Hours Lt Th Rt Total E‐W
7‐8 020 2 7‐8 010 1 3
8‐9 010 1 8‐9 030 3 4
9‐10 2 1 0 3 9‐10 0 0 0 0 3
3‐4 010 1 3‐4 010 1 2
4‐5 000 0 4‐5 010 1 1
5‐6 000 0 5‐6 010 1 1
TOTAL 2 5 0 7 TOTAL 0 7 0 7 14
REMARKS (6 hour total):

NB SB EB WB TOTAL
‐ Female Riders 00101
‐ No helmet riders 3 2 2 6 13
‐ Sidewalk Riding 10225
‐ Wrong way riding 00224
NB: Northbound, SB: Southbound, EB: Eastbound, WB: Westbound, I/S: Intersection Source: CUI LADOT 2015 CMP
CLEAR
6457
La Cienega Boulevard
Olympic Boulevard
Date:

District:

Thursday
Yes
7‐10 AM, 3‐6 PM
8/25/2022
Hollywood
Staff: CUI
City of Los Angeles
Department of Transportation

PEDESTRIAN COUNT SUMMARY
STREET:

North/South:

East/West:

Day: Weather:

School Day: I/S Code:

Hours:
15 Min. Interval N‐LEG S‐LEG E‐LEG W‐LEG TOTAL 15 Min. Interval N‐LEG S‐LEG E‐LEG W‐LEG TOTAL 7:00‐7:15 5 5 1 5 16 3:00‐3:15 0 2 2 10 14
7:15‐7:30 14 1 3 4 22 3:15‐3:30 2 7 5 8 22
7:30‐7:45 6 5 7 12 30 3:30‐3:45 6 4 9 24 43
7:45‐8:00 9 9 4 18 40 3:45‐4:00 2 5 3 3 13
8:00‐8:15 14 8 8 19 49 4:00‐4:15 14 7 2 9 32
8:15‐8:30 8 3 2 13 26 4:15‐4:30 5 10 1 13 29
8:30‐8:45 3 2 9 12 26 4:30‐4:45 6 2 4 11 23
8:45‐9:00 8 8 7 6 29 4:45‐5:00 1 3 5 3 12
9:00‐9:15 9 5 15 11 40 5:00‐5:15 1 5 1 7 14
9:15‐9:30 3 6 3 5 17 5:15‐5:30 7 3 7 11 28
9:30‐9:45 4 2 5 11 22 5:30‐5:45 1 5 9 4 19
9:45‐10:00 3 5 4 7 19 5:45‐6:00 8 4 8 5 25
Hours Hours
7 ‐ 8 34 20 15 39 108 3 ‐ 4 10 18 19 45 92
8 ‐ 9 33 21 26 50 130 4 ‐ 5 26 22 12 36 96
9 ‐ 10 19 18 27 34 98 5 ‐ 6 17 17 25 27 86
TOTAL 86 59 68 123 336 53 57 56 108 274
REMARKS (6 hour total):

N‐LEG S‐LEG E‐LEG W‐LEG TOTAL
‐ Wheelchair/special needs assistance 00011
‐ Skateboard/scooter 40318
N: North, S: South, E: East, W: West, I/S: Intersection Source:

CUI
La Cienega Boulevard
Olympic Boulevard
Thursday Date: 8/25/2022 CLEAR
LADOT 2015 CMP

AM PEAK PERIOD PM PEAK PERIOD
YES District: Hollywood 6457
7‐10 AM, 3‐6 PM Staff:

Location ID: 19
North/South: La Cienega Boulevard Date:

East/West: Olympic Boulevard City: Los Angeles, CA
1 2 3 4 5 6 7 8 9 10 11 12
Movements: R T L R T L R T L R T L
7:00 37 265 7 11 480 30 15 278 44 36 98 12 500
7:15 33 212 10 12 599 23 8 250 32 23 136 18 602
7:30 44 202 11 24 531 35 10 228 27 16 200 15 607
7:45 17 206 7 25 476 56 11 234 23 15 203 18 766
8:00 32 171 10 41 496 58 9 224 32 18 228 21 732
8:15 44 174 9 28 535 34 10 232 37 26 289 21 825
8:30 31 172 20 45 561 23 7 211 36 21 256 23 796
8:45 20 173 19 41 466 40 4 235 21 19 246 22 900
9:00 25 170 15 41 482 29 13 218 29 21 248 31 844
9:15 28 174 12 33 413 44 8 205 32 29 233 21 839
9:30 30 178 15 30 422 31 8 205 29 39 241 17 775
9:45 43 190 16 30 401 40 7 200 36 44 207 22 774
Total Volume: 384 2287 151 361 5862 443 110 2720 378 307 2585 241 15829 Approach % 14% 81% 5% 5% 88% 7% 3% 85% 12% 10% 83% 8%
Peak Hr Begin: 8:30
PHV 104 689 66 160 1922 136 32 869 118 90 983 97 5266
PHF 1.463
Turning Movement Count Report AM
Totals:

0.963 0.882 0.980 0.975
Southbound Westbound Northbound Eastbound
10/12/17
Prepared by City Count, LLC. (www.citycount.com)
Location ID: 19
North/South: La Cienega Boulevard Date:

East/West: Olympic Boulevard City: Los Angeles, CA
1 2 3 4 5 6 7 8 9 10 11 12
Movements: R T L R T L R T L R T L
15:00 31 221 16 23 270 51 15 201 19 42 361 37 1287
15:15 27 233 28 16 251 28 22 198 22 23 431 17 1296
15:30 36 231 43 5 244 40 17 186 39 23 387 32 1283
15:45 43 283 40 14 250 28 21 215 31 24 402 28 1379
16:00 45 240 30 18 269 33 18 197 25 31 462 32 1400
16:15 42 308 29 12 243 44 11 225 27 30 407 19 1397
16:30 29 261 37 9 264 38 21 231 34 29 470 10 1433
16:45 18 301 43 12 244 27 33 252 42 24 439 18 1453
17:00 46 248 30 14 286 42 24 229 36 47 465 20 1487
17:15 35 363 38 6 289 45 24 340 39 30 370 17 1596
17:30 32 247 34 9 312 46 45 255 30 25 468 15 1518
17:45 21 286 29 6 259 37 52 275 45 33 391 17 1451
Total Volume: 405 3222 397 144 3181 459 303 2804 389 361 5053 262 16980 Approach % 10% 80% 10% 4% 84% 12% 9% 80% 11% 6% 89% 5%
Peak Hr Begin: 16:45
PHV 131 1159 145 41 1131 160 126 1076 147 126 1742 70 6054 PHF 0.948
Prepared by City Count, LLC. (www.citycount.com)
Westbound

0.837
Totals:

Northbound Eastbound

0.823 0.907 0.911
Southbound
Turning Movement Count Report PM
10/12/17
Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
4 0 4 0 4 0 0 0
5 0 4 1 2 0 0 0
8 0 10 0 10 0 0 0
4 0 2 1 3 1 0 0
7 0 10 1 12 1 0 1
14 0 12 3 15 0 1 0
9 0 6 0 11 0 0 0
15 0 14 0 12 1 0 0
8 0 8 0 9 0 1 0
10 0 10 0 8 0 1 0
5 0 15 1 12 1 0 0
17 0 8 1 6 2 0 0
Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle
6 1 9 1 12 1 1 0
2 0 1 0 11 1 5 0
19 0 7 0 8 1 5 1
14 0 5 1 3 0 7 1
9 0 4 0 3 1 0 0
9 1 6 1 12 2 0 0
7 1 11 1 18 2 0 1
21 0 17 1 7 1 0 0
15 0 8 0 9 1 1 0
13 0 14 2 14 0 0 0
14 0 8 0 9 0 0 0
21 0 12 0 9 2 0 0
17:15
17:30
17:45
16:00
16:15
16:30
16:45
17:00
Leg:
15:00
15:15
15:30
15:45
North East South West
9:30
9:45
East South West
Leg:
7:00
7:15
7:30
7:45
8:00
8:15
Pedestrian/Bicycle Count Report
8:30
8:45
9:00
9:15
North

ATTACHMENT C

STUDY INTERSECTION GEOMETRICS AND TRAFFIC CONTROL CONDITIONS

PROJECT
SITE

WILSHIRE
BLVD. LA CIENEGA BLVD.

OLYMPIC
BLVD.

BURTON WY.

SAN VICENTE
BLVD.
4Ø
4Ø
3Ø
ATTACHMENT C 9/26/2022 FN: LaCienega(55 N)BeverlyHills\LANE-CONFIG NORTH

TRAFFIC CONTROL CONDITIONS
STUDY INTERSECTION GEOMETRICS AND Culver City, California 90230 300 Corporate Pointe, Suite 470 PH (310) 473 6508 F (310) 444 9771 www.koacorp.com : EXISTING & FUTURE CONDITIONS
LEGEND
Ø : NUMBER OF SIGNAL PHASES
BLUE
: SIGNALIZED INTERSECTION

ATTACHMENT D
NCHRP REPORT 684: INTERNAL TRIP CAPTURE ESTIMATION TOOL WORKSHEETS Project Name: Organization:

Project Location: Performed By:

Scenario Description: Date:

Analysis Year: Checked By:

Analysis Period: Date:

Analysis Period:

Project Location: Performed By:

Scenario Description: Date:

Analysis Year: Checked By:

Analysis Period: Date:

Analysis Period:

ATTACHMENT E

SYNCHRO HCM OPERATIONAL ANALYSIS WORKSHEETS
EXISTING (2022) TRAFFIC CONDITIONS

WEEKDAY AM PEAK HOUR
HCM 6th Signalized Intersection Summary
1: La Cienega Boulevard & San Vicente Boulevard 09/28/2022 55 N. La Cienega Mixed-Use Synchro 11 Report
Existing (2022) Conditions Weekday AM Peak Hour Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 517 158 0 1103 145 242 861 0 0 1029 139 Future Volume (veh/h) 0 517 158 0 1103 145 242 861 0 0 1029 139 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.95 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 0 1870 1945 0 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 0 539 165 0 1149 151 252 897 0 0 1072 0 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 022022220022
Cap, veh/h 0 2091 815 0 2091 490 313 2770 0 1494
Arrive On Green 0.00 0.32 0.32 0.00 0.32 0.32 0.18 0.54 0.00 0.00 0.29 0.00 Sat Flow, veh/h 0 6696 1616 0 6696 1506 1781 5274 0 0 5443 0 Grp Volume(v), veh/h 0 539 165 0 1149 151 252 897 0 0 1072 0 Grp Sat Flow(s),veh/h/ln 0 1609 1616 0 1609 1506 1781 1702 0 0 1702 0 Q Serve(g_s), s 0.0 7.4 0.0 0.0 17.6 9.0 16.3 11.7 0.0 0.0 22.6 0.0 Cycle Q Clear(g_c), s 0.0 7.4 0.0 0.0 17.6 9.0 16.3 11.7 0.0 0.0 22.6 0.0 Prop In Lane 0.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 0 2091 815 0 2091 490 313 2770 0 1494 V/C Ratio(X) 0.00 0.26 0.20 0.00 0.55 0.31 0.80 0.32 0.00 0.72 Avail Cap(c_a), veh/h 0 2091 815 0 2091 490 341 2770 0 1494 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 0.0 29.8 16.6 0.0 33.3 30.4 47.5 15.2 0.0 0.0 38.0 0.0 Incr Delay (d2), s/veh 0.0 0.3 0.6 0.0 1.0 1.6 12.2 0.3 0.0 0.0 3.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 2.9 5.6 0.0 6.9 3.5 8.2 4.5 0.0 0.0 9.7 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 30.1 17.2 0.0 34.3 32.0 59.7 15.5 0.0 0.0 41.0 0.0 LnGrp LOS A C B A C C E B A D
Approach Vol, veh/h 704 1300 1149 1072
Approach Delay, s/veh 27.1 34.1 25.2 41.0
Approach LOS CCCD
Timer - Assigned Phs 1 2468
Phs Duration (G+Y+Rc), s 30.0 44.0 46.0 74.0 46.0
Change Period (Y+Rc), s * 8.9 * 8.9 7.0 * 8.9 7.0
Max Green Setting (Gmax), s * 23 * 35 39.0 * 65 39.0
Max Q Clear Time (g_c+I1), s 18.3 24.6 19.6 13.7 9.4
Green Ext Time (p_c), s 0.3 5.2 8.5 7.5 4.4
Intersection Summary
HCM 6th Ctrl Delay 32.3
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th Signalized Intersection Summary
2: La Cienega Blvd & Wilshire Blvd 09/28/2022
55 N. La Cienega Mixed-Use Synchro 11 Report
Existing (2022) Conditions Weekday AM Peak Hour Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 139 427 123 81 1040 32 280 1086 117 64 705 237 Future Volume (veh/h) 139 427 123 81 1040 32 280 1086 117 64 705 237 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.95 0.98 0.94 1.00 0.95 1.00 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1796 1870 1870 1796 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 145 445 128 84 1083 33 292 1131 122 67 734 247 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222
Cap, veh/h 283 1423 391 381 1704 52 338 1700 183 221 1120 371 Arrive On Green 0.07 0.36 0.36 0.05 0.34 0.34 0.10 0.37 0.37 0.04 0.30 0.30 Sat Flow, veh/h 1710 3929 1078 1710 5080 155 1781 4654 502 1781 3732 1236 Grp Volume(v), veh/h 145 383 190 84 725 391 292 827 426 67 668 313 Grp Sat Flow(s),veh/h/ln 1710 1702 1603 1710 1702 1831 1781 1702 1751 1781 1702 1563 Q Serve(g_s), s 4.8 7.3 7.7 2.9 16.2 16.2 9.4 18.3 18.4 2.3 15.4 15.7 Cycle Q Clear(g_c), s 4.8 7.3 7.7 2.9 16.2 16.2 9.4 18.3 18.4 2.3 15.4 15.7 Prop In Lane 1.00 0.67 1.00 0.08 1.00 0.29 1.00 0.79
Lane Grp Cap(c), veh/h 283 1233 581 381 1142 614 338 1243 640 221 1021 469 V/C Ratio(X) 0.51 0.31 0.33 0.22 0.64 0.64 0.86 0.67 0.67 0.30 0.65 0.67 Avail Cap(c_a), veh/h 353 1233 581 497 1142 614 338 1243 640 337 1021 469 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.42 0.42 0.42 1.00 1.00 1.00 Uniform Delay (d), s/veh 18.9 20.6 20.8 18.2 25.3 25.3 22.1 24.0 24.0 21.4 27.4 27.6 Incr Delay (d2), s/veh 0.5 0.7 1.5 0.1 2.7 5.0 9.3 1.2 2.3 0.3 3.3 7.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 2.9 3.0 1.1 6.7 7.6 4.8 7.2 7.6 0.9 6.4 6.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 19.4 21.3 22.3 18.3 28.0 30.2 31.5 25.2 26.3 21.7 30.7 34.9 LnGrp LOS B C C B CCCCCCCC
Approach Vol, veh/h 718 1200 1545 1048
Approach Delay, s/veh 21.2 28.0 26.7 31.4
Approach LOS CCCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.3 34.7 13.0 32.0 7.9 37.1 7.1 37.9 Change Period (Y+Rc), s 3.6 4.5 3.6 5.0 3.6 4.5 3.6 5.0 Max Green Setting (Gmax), s 10.4 26.5 9.4 27.0 10.4 26.5 9.4 27.0 Max Q Clear Time (g_c+I1), s 6.8 18.2 11.4 17.7 4.9 9.7 4.3 20.4 Green Ext Time (p_c), s 0.1 6.0 0.0 4.3 0.0 5.7 0.0 4.1 Intersection Summary
HCM 6th Ctrl Delay 27.2
HCM 6th LOS C
HCM 6th Signalized Intersection Summary
3: La Cienega Blvd & Olympic Blvd 09/28/2022
55 N. La Cienega Mixed-Use Synchro 11 Report
Existing (2022) Conditions Weekday AM Peak Hour Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 76 654 77 71 1597 72 164 1351 73 44 773 169 Future Volume (veh/h) 76 654 77 71 1597 72 164 1351 73 44 773 169 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.97 1.00 0.93 1.00 0.93 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1796 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 82 703 83 76 1717 77 176 1453 78 47 831 182 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222
Cap, veh/h 109 1656 193 336 2332 104 281 1758 94 172 1303 282 Arrive On Green 0.36 0.36 0.36 0.06 0.47 0.47 0.09 0.36 0.36 0.05 0.31 0.31 Sat Flow, veh/h 263 4612 539 1781 5001 224 1710 4939 265 1781 4135 897 Grp Volume(v), veh/h 82 517 269 76 1168 626 176 1001 530 47 683 330 Grp Sat Flow(s),veh/h/ln 263 1702 1747 1781 1702 1820 1710 1702 1800 1781 1702 1628 Q Serve(g_s), s 22.4 13.8 14.0 3.0 33.5 33.5 8.1 32.2 32.2 2.1 20.6 20.9 Cycle Q Clear(g_c), s 43.1 13.8 14.0 3.0 33.5 33.5 8.1 32.2 32.2 2.1 20.6 20.9 Prop In Lane 1.00 0.31 1.00 0.12 1.00 0.15 1.00 0.55
Lane Grp Cap(c), veh/h 109 1222 627 336 1587 849 281 1211 641 172 1072 513 V/C Ratio(X) 0.75 0.42 0.43 0.23 0.74 0.74 0.63 0.83 0.83 0.27 0.64 0.64 Avail Cap(c_a), veh/h 109 1222 627 464 1587 849 349 1211 641 312 1072 513 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.70 0.70 0.70 Uniform Delay (d), s/veh 53.3 29.1 29.1 21.1 26.0 26.0 26.2 35.3 35.3 28.8 35.2 35.3 Incr Delay (d2), s/veh 37.3 1.1 2.1 0.3 3.1 5.7 2.4 6.5 11.7 0.6 2.0 4.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.6 5.7 6.2 1.3 13.7 15.3 3.4 14.1 15.8 0.9 8.7 8.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 90.6 30.1 31.3 21.4 29.1 31.7 28.6 41.8 46.9 29.4 37.2 39.7 LnGrp LOS F CCCCCCDDCDD
Approach Vol, veh/h 868 1870 1707 1060
Approach Delay, s/veh 36.2 29.7 42.0 37.6
Approach LOS DCDD
Timer - Assigned Phs 2345678
Phs Duration (G+Y+Rc), s 61.4 15.6 43.0 12.9 48.5 10.7 47.9 Change Period (Y+Rc), s * 5.4 * 5.4 * 5.2 * 5.5 * 5.4 * 5.2 * 5.2 Max Green Setting (Gmax), s * 51 * 15 * 38 * 16 * 30 * 15 * 38 Max Q Clear Time (g_c+I1), s 35.5 10.1 22.9 5.0 45.1 4.1 34.2 Green Ext Time (p_c), s 10.6 0.2 5.9 0.1 0.0 0.0 2.9
Intersection Summary
HCM 6th Ctrl Delay 36.1
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

EXISTING (2022) TRAFFIC CONDITIONS

WEEKDAY PM PEAK HOUR
HCM 6th Signalized Intersection Summary
1: La Cienega Boulevard & San Vicente Boulevard 09/28/2022 55 N. La Cienega Mixed-Use Synchro 11 Report
Existing (2022) Conditions Weekday PM Peak Hour Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1571 199 0 641 232 186 1277 0 0 1013 86 Future Volume (veh/h) 0 1571 199 0 641 232 186 1277 0 0 1013 86 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.92 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 0 1870 1945 0 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 0 1587 201 0 647 234 188 1290 0 0 1023 0 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 022022220022
Cap, veh/h 0 2091 813 0 2091 474 313 2770 0 1494
Arrive On Green 0.00 0.32 0.32 0.00 0.32 0.32 0.18 0.54 0.00 0.00 0.29 0.00 Sat Flow, veh/h 0 6696 1609 0 6696 1460 1781 5274 0 0 5443 0 Grp Volume(v), veh/h 0 1587 201 0 647 234 188 1290 0 0 1023 0 Grp Sat Flow(s),veh/h/ln 0 1609 1609 0 1609 1460 1781 1702 0 0 1702 0 Q Serve(g_s), s 0.0 26.5 0.0 0.0 9.1 15.5 11.7 18.6 0.0 0.0 21.3 0.0 Cycle Q Clear(g_c), s 0.0 26.5 0.0 0.0 9.1 15.5 11.7 18.6 0.0 0.0 21.3 0.0 Prop In Lane 0.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 0 2091 813 0 2091 474 313 2770 0 1494 V/C Ratio(X) 0.00 0.76 0.25 0.00 0.31 0.49 0.60 0.47 0.00 0.68 Avail Cap(c_a), veh/h 0 2091 813 0 2091 474 341 2770 0 1494 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 0.0 36.3 17.0 0.0 30.4 32.6 45.6 16.8 0.0 0.0 37.6 0.0 Incr Delay (d2), s/veh 0.0 2.6 0.7 0.0 0.4 3.6 2.5 0.6 0.0 0.0 2.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 10.6 6.9 0.0 3.5 5.9 5.3 7.1 0.0 0.0 9.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 38.9 17.8 0.0 30.8 36.2 48.1 17.4 0.0 0.0 40.1 0.0 LnGrp LOS A D B A C D D B A D
Approach Vol, veh/h 1788 881 1478 1023
Approach Delay, s/veh 36.6 32.2 21.3 40.1
Approach LOS DCCD
Timer - Assigned Phs 1 2468
Phs Duration (G+Y+Rc), s 30.0 44.0 46.0 74.0 46.0
Change Period (Y+Rc), s * 8.9 * 8.9 7.0 * 8.9 7.0
Max Green Setting (Gmax), s * 23 * 35 39.0 * 65 39.0
Max Q Clear Time (g_c+I1), s 13.7 23.3 17.5 20.6 28.5
Green Ext Time (p_c), s 0.3 5.3 5.3 12.3 7.6
Intersection Summary
HCM 6th Ctrl Delay 32.2
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th Signalized Intersection Summary
2: La Cienega Blvd & Wilshire Blvd 09/28/2022
55 N. La Cienega Mixed-Use Synchro 11 Report
Existing (2022) Conditions Weekday PM Peak Hour Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 254 846 116 118 587 57 164 1072 89 99 692 256 Future Volume (veh/h) 254 846 116 118 587 57 164 1072 89 99 692 256 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 0.99 0.93 0.99 0.93 1.00 0.95 1.00 0.94 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1796 1870 1870 1796 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 265 881 121 123 611 59 171 1117 93 103 721 267 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222
Cap, veh/h 430 1626 222 305 1474 140 302 1568 130 239 1087 395 Arrive On Green 0.12 0.36 0.36 0.07 0.31 0.31 0.09 0.33 0.33 0.06 0.30 0.30 Sat Flow, veh/h 1710 4498 614 1710 4704 448 1781 4778 397 1781 3622 1318 Grp Volume(v), veh/h 265 665 337 123 440 230 171 795 415 103 677 311 Grp Sat Flow(s),veh/h/ln 1710 1702 1708 1710 1702 1748 1781 1702 1772 1781 1702 1535 Q Serve(g_s), s 9.1 14.0 14.1 4.3 9.2 9.4 5.8 18.4 18.5 3.5 15.6 16.0 Cycle Q Clear(g_c), s 9.1 14.0 14.1 4.3 9.2 9.4 5.8 18.4 18.5 3.5 15.6 16.0 Prop In Lane 1.00 0.36 1.00 0.26 1.00 0.22 1.00 0.86
Lane Grp Cap(c), veh/h 430 1230 617 305 1067 548 302 1117 582 239 1021 461 V/C Ratio(X) 0.62 0.54 0.55 0.40 0.41 0.42 0.57 0.71 0.71 0.43 0.66 0.68 Avail Cap(c_a), veh/h 430 1230 617 387 1067 548 335 1117 582 323 1021 461 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.44 0.44 0.44 1.00 1.00 1.00 Uniform Delay (d), s/veh 17.2 22.8 22.9 19.3 24.4 24.4 20.4 26.5 26.5 21.5 27.5 27.7 Incr Delay (d2), s/veh 2.0 1.7 3.4 0.3 1.2 2.4 0.3 1.7 3.3 0.5 3.4 7.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.5 5.6 6.0 1.7 3.7 4.1 2.3 7.4 7.9 1.4 6.6 6.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 19.1 24.5 26.3 19.6 25.5 26.8 20.8 28.2 29.8 22.0 30.9 35.4 LnGrp LOS B C C B CCCCCCCD
Approach Vol, veh/h 1267 793 1381 1091
Approach Delay, s/veh 23.9 25.0 27.8 31.3
Approach LOS CCCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 14.0 32.7 11.3 32.0 9.7 37.0 8.8 34.5 Change Period (Y+Rc), s 3.6 4.5 3.6 5.0 3.6 4.5 3.6 5.0 Max Green Setting (Gmax), s 10.4 26.5 9.4 27.0 10.4 26.5 9.4 27.0 Max Q Clear Time (g_c+I1), s 11.1 11.4 7.8 18.0 6.3 16.1 5.5 20.5 Green Ext Time (p_c), s 0.0 6.2 0.0 4.2 0.1 6.8 0.0 3.9 Intersection Summary
HCM 6th Ctrl Delay 27.1
HCM 6th LOS C
HCM 6th Signalized Intersection Summary
3: La Cienega Blvd & Olympic Blvd 09/28/2022
55 N. La Cienega Mixed-Use Synchro 11 Report
Existing (2022) Conditions Weekday PM Peak Hour Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 132 1677 133 115 910 42 146 1094 110 125 1218 102 Future Volume (veh/h) 132 1677 133 115 910 42 146 1094 110 125 1218 102 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 0.94 1.00 0.94 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1796 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 142 1803 143 124 978 45 157 1176 118 134 1310 110 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222
Cap, veh/h 254 1775 140 177 2398 110 195 1547 155 209 1535 129 Arrive On Green 0.37 0.37 0.37 0.07 0.48 0.48 0.07 0.33 0.33 0.06 0.32 0.32 Sat Flow, veh/h 549 4815 381 1781 4996 229 1710 4686 470 1781 4772 401 Grp Volume(v), veh/h 142 1273 673 124 666 357 157 854 440 134 935 485 Grp Sat Flow(s),veh/h/ln 549 1702 1792 1781 1702 1821 1710 1702 1752 1781 1702 1768 Q Serve(g_s), s 27.1 44.2 44.2 4.9 15.2 15.2 7.4 26.9 27.0 6.1 30.8 30.8 Cycle Q Clear(g_c), s 29.0 44.2 44.2 4.9 15.2 15.2 7.4 26.9 27.0 6.1 30.8 30.8 Prop In Lane 1.00 0.21 1.00 0.13 1.00 0.27 1.00 0.23
Lane Grp Cap(c), veh/h 254 1255 660 177 1634 874 195 1123 578 209 1095 569 V/C Ratio(X) 0.56 1.01 1.02 0.70 0.41 0.41 0.81 0.76 0.76 0.64 0.85 0.85 Avail Cap(c_a), veh/h 254 1255 660 179 1634 874 195 1123 578 209 1095 569 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.69 0.69 0.69 Uniform Delay (d), s/veh 33.9 37.9 37.9 28.4 20.2 20.2 30.5 36.0 36.0 29.0 38.1 38.1 Incr Delay (d2), s/veh 8.6 29.1 40.0 11.4 0.8 1.4 21.5 4.9 9.1 4.5 6.1 10.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.1 22.9 26.1 2.6 6.1 6.7 4.1 11.7 12.8 2.8 13.5 14.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 42.5 67.0 77.9 39.8 20.9 21.6 52.0 40.8 45.1 33.6 44.1 49.0 LnGrp LOS D F F DCCDDDCDD
Approach Vol, veh/h 2088 1147 1451 1554
Approach Delay, s/veh 68.8 23.2 43.3 44.7
Approach LOS E C D D
Timer - Assigned Phs 2345678
Phs Duration (G+Y+Rc), s 63.0 13.2 43.8 13.4 49.6 12.2 44.8 Change Period (Y+Rc), s * 5.4 * 5.4 * 5.2 * 5.5 * 5.4 * 5.2 * 5.2 Max Green Setting (Gmax), s * 58 * 7.8 * 39 * 8 * 44 * 7 * 40 Max Q Clear Time (g_c+I1), s 17.2 9.4 32.8 6.9 46.2 8.1 29.0 Green Ext Time (p_c), s 8.1 0.0 4.0 0.0 0.0 0.0 6.0
Intersection Summary
HCM 6th Ctrl Delay 48.5
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

EXISTING (2022) PLUS PROJECT TRAFFIC CONDITIONS

WEEKDAY AM PEAK HOUR
HCM 6th Signalized Intersection Summary
1: La Cienega Boulevard & San Vicente Boulevard 09/28/2022 55 N. La Cienega Mixed-Use Synchro 11 Report
Existing (2022) Plus Project Conditions Weekday AM Peak Hour Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 517 161 0 1103 145 245 871 0 0 1038 139 Future Volume (veh/h) 0 517 161 0 1103 145 245 871 0 0 1038 139 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.95 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 0 1870 1945 0 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 0 539 168 0 1149 151 255 907 0 0 1081 0 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 022022220022
Cap, veh/h 0 2091 815 0 2091 490 313 2770 0 1494
Arrive On Green 0.00 0.32 0.32 0.00 0.32 0.32 0.18 0.54 0.00 0.00 0.29 0.00 Sat Flow, veh/h 0 6696 1616 0 6696 1506 1781 5274 0 0 5443 0 Grp Volume(v), veh/h 0 539 168 0 1149 151 255 907 0 0 1081 0 Grp Sat Flow(s),veh/h/ln 0 1609 1616 0 1609 1506 1781 1702 0 0 1702 0 Q Serve(g_s), s 0.0 7.4 0.0 0.0 17.6 9.0 16.5 11.9 0.0 0.0 22.8 0.0 Cycle Q Clear(g_c), s 0.0 7.4 0.0 0.0 17.6 9.0 16.5 11.9 0.0 0.0 22.8 0.0 Prop In Lane 0.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 0 2091 815 0 2091 490 313 2770 0 1494 V/C Ratio(X) 0.00 0.26 0.21 0.00 0.55 0.31 0.81 0.33 0.00 0.72 Avail Cap(c_a), veh/h 0 2091 815 0 2091 490 341 2770 0 1494 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 0.0 29.8 16.6 0.0 33.3 30.4 47.6 15.3 0.0 0.0 38.1 0.0 Incr Delay (d2), s/veh 0.0 0.3 0.6 0.0 1.0 1.6 13.1 0.3 0.0 0.0 3.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 2.9 5.7 0.0 6.9 3.5 8.4 4.5 0.0 0.0 9.8 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 30.1 17.2 0.0 34.3 32.0 60.7 15.6 0.0 0.0 41.2 0.0 LnGrp LOS A C B A C C E B A D
Approach Vol, veh/h 707 1300 1162 1081
Approach Delay, s/veh 27.1 34.1 25.5 41.2
Approach LOS CCCD
Timer - Assigned Phs 1 2468
Phs Duration (G+Y+Rc), s 30.0 44.0 46.0 74.0 46.0
Change Period (Y+Rc), s * 8.9 * 8.9 7.0 * 8.9 7.0
Max Green Setting (Gmax), s * 23 * 35 39.0 * 65 39.0
Max Q Clear Time (g_c+I1), s 18.5 24.8 19.6 13.9 9.4
Green Ext Time (p_c), s 0.3 5.1 8.5 7.6 4.5
Intersection Summary
HCM 6th Ctrl Delay 32.4
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th Signalized Intersection Summary
2: La Cienega Blvd & Wilshire Blvd 09/28/2022
55 N. La Cienega Mixed-Use Synchro 11 Report
Existing (2022) Plus Project Conditions Weekday AM Peak Hour Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 153 427 123 81 1040 39 280 1106 117 72 728 253 Future Volume (veh/h) 153 427 123 81 1040 39 280 1106 117 72 728 253 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.95 0.98 0.94 1.00 0.95 1.00 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1796 1870 1870 1796 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 159 445 128 84 1083 41 292 1152 122 75 758 264 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222
Cap, veh/h 287 1422 390 381 1660 63 330 1683 178 223 1107 380 Arrive On Green 0.08 0.36 0.36 0.05 0.33 0.33 0.10 0.36 0.36 0.04 0.30 0.30 Sat Flow, veh/h 1710 3929 1078 1710 5035 190 1781 4664 494 1781 3692 1268 Grp Volume(v), veh/h 159 383 190 84 732 392 292 841 433 75 698 324 Grp Sat Flow(s),veh/h/ln 1710 1702 1603 1710 1702 1822 1781 1702 1753 1781 1702 1555 Q Serve(g_s), s 5.3 7.3 7.7 2.9 16.5 16.6 9.4 18.9 18.9 2.6 16.3 16.6 Cycle Q Clear(g_c), s 5.3 7.3 7.7 2.9 16.5 16.6 9.4 18.9 18.9 2.6 16.3 16.6 Prop In Lane 1.00 0.67 1.00 0.10 1.00 0.28 1.00 0.82
Lane Grp Cap(c), veh/h 287 1232 580 381 1122 601 330 1229 633 223 1021 467 V/C Ratio(X) 0.55 0.31 0.33 0.22 0.65 0.65 0.89 0.68 0.68 0.34 0.68 0.69 Avail Cap(c_a), veh/h 348 1232 580 496 1122 601 330 1229 633 331 1021 467 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.40 0.40 0.40 1.00 1.00 1.00 Uniform Delay (d), s/veh 19.1 20.6 20.8 18.5 25.8 25.8 22.4 24.4 24.4 21.5 27.7 27.8 Incr Delay (d2), s/veh 0.6 0.7 1.5 0.1 3.0 5.5 10.9 1.3 2.4 0.3 3.7 8.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 2.9 3.0 1.1 6.8 7.7 4.9 7.4 7.8 1.1 6.8 7.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 19.7 21.3 22.3 18.6 28.7 31.2 33.3 25.7 26.8 21.8 31.5 36.1 LnGrp LOS B C C B CCCCCCCD
Approach Vol, veh/h 732 1208 1566 1097
Approach Delay, s/veh 21.2 28.8 27.4 32.2
Approach LOS CCCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.8 34.2 13.0 32.0 7.9 37.1 7.5 37.5 Change Period (Y+Rc), s 3.6 4.5 3.6 5.0 3.6 4.5 3.6 5.0 Max Green Setting (Gmax), s 10.4 26.5 9.4 27.0 10.4 26.5 9.4 27.0 Max Q Clear Time (g_c+I1), s 7.3 18.6 11.4 18.6 4.9 9.7 4.6 20.9 Green Ext Time (p_c), s 0.1 5.9 0.0 4.2 0.0 5.7 0.0 3.9 Intersection Summary
HCM 6th Ctrl Delay 27.9
HCM 6th LOS C
HCM 6th Signalized Intersection Summary
3: La Cienega Blvd & Olympic Blvd 09/28/2022
55 N. La Cienega Mixed-Use Synchro 11 Report
Existing (2022) Plus Project Conditions Weekday AM Peak Hour Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 80 654 77 71 1597 74 164 1365 73 46 789 173 Future Volume (veh/h) 80 654 77 71 1597 74 164 1365 73 46 789 173 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.97 1.00 0.93 1.00 0.93 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1796 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 86 703 83 76 1717 80 176 1468 78 49 848 186 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222
Cap, veh/h 109 1656 193 336 2327 108 277 1755 93 171 1302 283 Arrive On Green 0.36 0.36 0.36 0.06 0.47 0.47 0.09 0.36 0.36 0.05 0.31 0.31 Sat Flow, veh/h 262 4612 539 1781 4990 232 1710 4942 263 1781 4133 898 Grp Volume(v), veh/h 86 517 269 76 1171 626 176 1011 535 49 697 337 Grp Sat Flow(s),veh/h/ln 262 1702 1747 1781 1702 1819 1710 1702 1801 1781 1702 1627 Q Serve(g_s), s 22.3 13.8 14.0 3.0 33.6 33.6 8.1 32.7 32.7 2.2 21.2 21.5 Cycle Q Clear(g_c), s 43.1 13.8 14.0 3.0 33.6 33.6 8.1 32.7 32.7 2.2 21.2 21.5 Prop In Lane 1.00 0.31 1.00 0.13 1.00 0.15 1.00 0.55
Lane Grp Cap(c), veh/h 109 1222 627 336 1587 848 277 1209 640 171 1072 513 V/C Ratio(X) 0.79 0.42 0.43 0.23 0.74 0.74 0.63 0.84 0.84 0.29 0.65 0.66 Avail Cap(c_a), veh/h 109 1222 627 464 1587 848 345 1209 640 310 1072 513 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.67 0.67 0.67 Uniform Delay (d), s/veh 53.7 29.1 29.1 21.1 26.1 26.1 26.4 35.5 35.5 28.9 35.4 35.5 Incr Delay (d2), s/veh 42.9 1.1 2.1 0.3 3.1 5.7 2.6 6.9 12.3 0.6 2.1 4.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.9 5.7 6.2 1.3 13.8 15.4 3.4 14.4 16.2 0.9 8.9 9.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 96.6 30.1 31.3 21.4 29.2 31.8 29.0 42.4 47.8 29.5 37.5 39.9 LnGrp LOS F CCCCCCDDCDD
Approach Vol, veh/h 872 1873 1722 1083
Approach Delay, s/veh 37.0 29.7 42.7 37.9
Approach LOS DCDD
Timer - Assigned Phs 2345678
Phs Duration (G+Y+Rc), s 61.3 15.7 43.0 12.9 48.5 10.8 47.8 Change Period (Y+Rc), s * 5.4 * 5.4 * 5.2 * 5.5 * 5.4 * 5.2 * 5.2 Max Green Setting (Gmax), s * 51 * 15 * 38 * 16 * 30 * 15 * 38 Max Q Clear Time (g_c+I1), s 35.6 10.1 23.5 5.0 45.1 4.2 34.7 Green Ext Time (p_c), s 10.5 0.2 5.9 0.1 0.0 0.1 2.6
Intersection Summary
HCM 6th Ctrl Delay 36.5
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

EXISTING (2022) PLUS PROJECT TRAFFIC CONDITIONS

WEEKDAY PM PEAK HOUR
HCM 6th Signalized Intersection Summary
1: La Cienega Boulevard & San Vicente Boulevard 09/28/2022 55 N. La Cienega Mixed-Use Synchro 11 Report
Existing (2022) Plus Project Conditions Weekday PM Peak Hour Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1571 201 0 641 232 187 1282 0 0 1019 86 Future Volume (veh/h) 0 1571 201 0 641 232 187 1282 0 0 1019 86 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.92 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 0 1870 1945 0 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 0 1587 203 0 647 234 189 1295 0 0 1029 0 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 022022220022
Cap, veh/h 0 2091 813 0 2091 474 313 2770 0 1494
Arrive On Green 0.00 0.32 0.32 0.00 0.32 0.32 0.18 0.54 0.00 0.00 0.29 0.00 Sat Flow, veh/h 0 6696 1609 0 6696 1460 1781 5274 0 0 5443 0 Grp Volume(v), veh/h 0 1587 203 0 647 234 189 1295 0 0 1029 0 Grp Sat Flow(s),veh/h/ln 0 1609 1609 0 1609 1460 1781 1702 0 0 1702 0 Q Serve(g_s), s 0.0 26.5 0.0 0.0 9.1 15.5 11.7 18.7 0.0 0.0 21.4 0.0 Cycle Q Clear(g_c), s 0.0 26.5 0.0 0.0 9.1 15.5 11.7 18.7 0.0 0.0 21.4 0.0 Prop In Lane 0.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 0 2091 813 0 2091 474 313 2770 0 1494 V/C Ratio(X) 0.00 0.76 0.25 0.00 0.31 0.49 0.60 0.47 0.00 0.69 Avail Cap(c_a), veh/h 0 2091 813 0 2091 474 341 2770 0 1494 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 0.0 36.3 17.0 0.0 30.4 32.6 45.6 16.8 0.0 0.0 37.6 0.0 Incr Delay (d2), s/veh 0.0 2.6 0.7 0.0 0.4 3.6 2.6 0.6 0.0 0.0 2.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 10.6 6.9 0.0 3.5 5.9 5.4 7.2 0.0 0.0 9.2 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 38.9 17.8 0.0 30.8 36.2 48.2 17.4 0.0 0.0 40.2 0.0 LnGrp LOS A D B A C D D B A D
Approach Vol, veh/h 1790 881 1484 1029
Approach Delay, s/veh 36.5 32.2 21.3 40.2
Approach LOS DCCD
Timer - Assigned Phs 1 2468
Phs Duration (G+Y+Rc), s 30.0 44.0 46.0 74.0 46.0
Change Period (Y+Rc), s * 8.9 * 8.9 7.0 * 8.9 7.0
Max Green Setting (Gmax), s * 23 * 35 39.0 * 65 39.0
Max Q Clear Time (g_c+I1), s 13.7 23.4 17.5 20.7 28.5
Green Ext Time (p_c), s 0.3 5.3 5.3 12.4 7.6
Intersection Summary
HCM 6th Ctrl Delay 32.2
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th Signalized Intersection Summary
2: La Cienega Blvd & Wilshire Blvd 09/28/2022
55 N. La Cienega Mixed-Use Synchro 11 Report
Existing (2022) Plus Project Conditions Weekday PM Peak Hour Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 264 846 116 118 587 62 164 1086 89 103 703 264 Future Volume (veh/h) 264 846 116 118 587 62 164 1086 89 103 703 264 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 0.99 0.93 0.99 0.93 1.00 0.95 1.00 0.94 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1796 1870 1870 1796 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 275 881 121 123 611 65 171 1131 93 107 732 275 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222
Cap, veh/h 428 1625 222 305 1457 153 298 1562 128 239 1081 400 Arrive On Green 0.12 0.36 0.36 0.07 0.31 0.31 0.09 0.33 0.33 0.06 0.30 0.30 Sat Flow, veh/h 1710 4498 614 1710 4654 488 1781 4784 393 1781 3604 1332 Grp Volume(v), veh/h 275 665 337 123 444 232 171 804 420 107 691 316 Grp Sat Flow(s),veh/h/ln 1710 1702 1708 1710 1702 1738 1781 1702 1773 1781 1702 1532 Q Serve(g_s), s 9.5 14.0 14.1 4.3 9.3 9.5 5.8 18.8 18.8 3.7 16.0 16.4 Cycle Q Clear(g_c), s 9.5 14.0 14.1 4.3 9.3 9.5 5.8 18.8 18.8 3.7 16.0 16.4 Prop In Lane 1.00 0.36 1.00 0.28 1.00 0.22 1.00 0.87
Lane Grp Cap(c), veh/h 428 1230 617 305 1066 544 298 1112 579 239 1021 460 V/C Ratio(X) 0.64 0.54 0.55 0.40 0.42 0.43 0.57 0.72 0.72 0.45 0.68 0.69 Avail Cap(c_a), veh/h 428 1230 617 387 1066 544 332 1112 579 320 1021 460 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.42 0.42 0.42 1.00 1.00 1.00 Uniform Delay (d), s/veh 17.4 22.8 22.9 19.3 24.4 24.5 20.6 26.7 26.7 21.6 27.7 27.8 Incr Delay (d2), s/veh 2.6 1.7 3.4 0.3 1.2 2.4 0.4 1.8 3.3 0.5 3.6 8.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.8 5.6 6.0 1.7 3.8 4.1 2.3 7.5 8.1 1.5 6.7 6.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 19.9 24.5 26.3 19.6 25.6 26.9 21.0 28.5 30.1 22.1 31.3 36.0 LnGrp LOS B C C B CCCCCCCD
Approach Vol, veh/h 1277 799 1395 1114
Approach Delay, s/veh 24.0 25.1 28.0 31.7
Approach LOS CCCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 14.0 32.7 11.3 32.0 9.7 37.0 8.9 34.4 Change Period (Y+Rc), s 3.6 4.5 3.6 5.0 3.6 4.5 3.6 5.0 Max Green Setting (Gmax), s 10.4 26.5 9.4 27.0 10.4 26.5 9.4 27.0 Max Q Clear Time (g_c+I1), s 11.5 11.5 7.8 18.4 6.3 16.1 5.7 20.8 Green Ext Time (p_c), s 0.0 6.2 0.0 4.2 0.1 6.8 0.0 3.8 Intersection Summary
HCM 6th Ctrl Delay 27.3
HCM 6th LOS C
HCM 6th Signalized Intersection Summary
3: La Cienega Blvd & Olympic Blvd 09/28/2022
55 N. La Cienega Mixed-Use Synchro 11 Report
Existing (2022) Plus Project Conditions Weekday PM Peak Hour Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 135 1677 133 115 910 43 146 1104 110 126 1225 104 Future Volume (veh/h) 135 1677 133 115 910 43 146 1104 110 126 1225 104 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 0.94 1.00 0.94 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1796 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 145 1803 143 124 978 46 157 1187 118 135 1317 112 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222
Cap, veh/h 253 1775 140 177 2395 112 194 1548 154 207 1533 130 Arrive On Green 0.37 0.37 0.37 0.07 0.48 0.48 0.07 0.33 0.33 0.06 0.32 0.32 Sat Flow, veh/h 548 4815 381 1781 4990 234 1710 4691 466 1781 4766 405 Grp Volume(v), veh/h 145 1273 673 124 667 357 157 861 444 135 941 488 Grp Sat Flow(s),veh/h/ln 548 1702 1792 1781 1702 1820 1710 1702 1753 1781 1702 1767 Q Serve(g_s), s 27.9 44.2 44.2 4.9 15.2 15.2 7.4 27.2 27.3 6.1 31.1 31.1 Cycle Q Clear(g_c), s 29.8 44.2 44.2 4.9 15.2 15.2 7.4 27.2 27.3 6.1 31.1 31.1 Prop In Lane 1.00 0.21 1.00 0.13 1.00 0.27 1.00 0.23
Lane Grp Cap(c), veh/h 253 1255 660 177 1634 874 194 1123 579 207 1095 568 V/C Ratio(X) 0.57 1.01 1.02 0.70 0.41 0.41 0.81 0.77 0.77 0.65 0.86 0.86 Avail Cap(c_a), veh/h 253 1255 660 179 1634 874 194 1123 579 207 1095 568 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.68 0.68 0.68 Uniform Delay (d), s/veh 34.2 37.9 37.9 28.4 20.2 20.2 30.5 36.1 36.1 29.2 38.2 38.2 Incr Delay (d2), s/veh 9.1 29.1 40.0 11.4 0.8 1.4 22.2 5.0 9.4 4.8 6.2 11.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.3 22.9 26.1 2.6 6.1 6.7 4.2 11.9 12.9 2.8 13.6 14.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 43.2 67.0 77.9 39.8 20.9 21.6 52.7 41.1 45.5 34.0 44.4 49.3 LnGrp LOS D F F DCCDDDCDD
Approach Vol, veh/h 2091 1148 1462 1564
Approach Delay, s/veh 68.8 23.2 43.7 45.0
Approach LOS E C D D
Timer - Assigned Phs 2345678
Phs Duration (G+Y+Rc), s 63.0 13.2 43.8 13.4 49.6 12.2 44.8 Change Period (Y+Rc), s * 5.4 * 5.4 * 5.2 * 5.5 * 5.4 * 5.2 * 5.2 Max Green Setting (Gmax), s * 58 * 7.8 * 39 * 8 * 44 * 7 * 40 Max Q Clear Time (g_c+I1), s 17.2 9.4 33.1 6.9 46.2 8.1 29.3 Green Ext Time (p_c), s 8.1 0.0 3.9 0.0 0.0 0.0 5.9
Intersection Summary
HCM 6th Ctrl Delay 48.6
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

FUTURE (2025) WITHOUT PROJECT TRAFFIC CONDITIONS

WEEKDAY AM PEAK HOUR
HCM 6th Signalized Intersection Summary
1: La Cienega Boulevard & San Vicente Boulevard 09/28/2022 55 N. La Cienega Mixed-Use Synchro 11 Report
Future (2025) Without Project Conditions Weekday AM Peak Hour Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 561 173 0 1158 156 259 928 0 0 1118 168 Future Volume (veh/h) 0 561 173 0 1158 156 259 928 0 0 1118 168 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.95 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 0 1870 1945 0 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 0 584 180 0 1206 162 270 967 0 0 1165 0 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 022022220022
Cap, veh/h 0 2091 815 0 2091 490 313 2770 0 1494
Arrive On Green 0.00 0.32 0.32 0.00 0.32 0.32 0.18 0.54 0.00 0.00 0.29 0.00 Sat Flow, veh/h 0 6696 1616 0 6696 1506 1781 5274 0 0 5443 0 Grp Volume(v), veh/h 0 584 180 0 1206 162 270 967 0 0 1165 0 Grp Sat Flow(s),veh/h/ln 0 1609 1616 0 1609 1506 1781 1702 0 0 1702 0 Q Serve(g_s), s 0.0 8.1 0.0 0.0 18.7 9.8 17.7 12.8 0.0 0.0 25.1 0.0 Cycle Q Clear(g_c), s 0.0 8.1 0.0 0.0 18.7 9.8 17.7 12.8 0.0 0.0 25.1 0.0 Prop In Lane 0.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 0 2091 815 0 2091 490 313 2770 0 1494 V/C Ratio(X) 0.00 0.28 0.22 0.00 0.58 0.33 0.86 0.35 0.00 0.78 Avail Cap(c_a), veh/h 0 2091 815 0 2091 490 341 2770 0 1494 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 0.0 30.1 16.8 0.0 33.6 30.6 48.0 15.5 0.0 0.0 38.9 0.0 Incr Delay (d2), s/veh 0.0 0.3 0.6 0.0 1.2 1.8 18.6 0.3 0.0 0.0 4.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 3.2 6.1 0.0 7.4 3.8 9.4 4.9 0.0 0.0 10.9 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 30.4 17.4 0.0 34.8 32.4 66.6 15.8 0.0 0.0 43.0 0.0 LnGrp LOS A C B A C C E B A D
Approach Vol, veh/h 764 1368 1237 1165
Approach Delay, s/veh 27.3 34.5 26.9 43.0
Approach LOS CCCD
Timer - Assigned Phs 1 2468
Phs Duration (G+Y+Rc), s 30.0 44.0 46.0 74.0 46.0
Change Period (Y+Rc), s * 8.9 * 8.9 7.0 * 8.9 7.0
Max Green Setting (Gmax), s * 23 * 35 39.0 * 65 39.0
Max Q Clear Time (g_c+I1), s 19.7 27.1 20.7 14.8 10.1
Green Ext Time (p_c), s 0.3 4.6 8.7 8.3 4.9
Intersection Summary
HCM 6th Ctrl Delay 33.4
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th Signalized Intersection Summary
2: La Cienega Blvd & Wilshire Blvd 09/28/2022
55 N. La Cienega Mixed-Use Synchro 11 Report
Future (2025) Without Project Conditions Weekday AM Peak Hour Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 152 493 134 116 1128 46 286 1151 203 78 767 249 Future Volume (veh/h) 152 493 134 116 1128 46 286 1151 203 78 767 249 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.94 0.99 0.94 1.00 0.95 1.00 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1796 1870 1870 1796 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 158 514 140 121 1175 48 298 1199 211 81 799 259 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222
Cap, veh/h 273 1368 359 371 1649 67 324 1550 273 206 1130 362 Arrive On Green 0.08 0.34 0.34 0.07 0.33 0.33 0.10 0.36 0.36 0.05 0.30 0.30 Sat Flow, veh/h 1710 3971 1042 1710 5017 205 1781 4331 762 1781 3767 1208 Grp Volume(v), veh/h 158 438 216 121 797 426 298 942 468 81 721 337 Grp Sat Flow(s),veh/h/ln 1710 1702 1609 1710 1702 1818 1781 1702 1689 1781 1702 1570 Q Serve(g_s), s 5.4 8.7 9.2 4.2 18.5 18.5 9.4 22.1 22.1 2.8 16.9 17.2 Cycle Q Clear(g_c), s 5.4 8.7 9.2 4.2 18.5 18.5 9.4 22.1 22.1 2.8 16.9 17.2 Prop In Lane 1.00 0.65 1.00 0.11 1.00 0.45 1.00 0.77
Lane Grp Cap(c), veh/h 273 1172 554 371 1119 598 324 1218 604 206 1021 471 V/C Ratio(X) 0.58 0.37 0.39 0.33 0.71 0.71 0.92 0.77 0.77 0.39 0.71 0.71 Avail Cap(c_a), veh/h 331 1172 554 457 1119 598 324 1218 604 309 1021 471 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.09 0.09 0.09 1.00 1.00 1.00 Uniform Delay (d), s/veh 20.2 22.2 22.3 18.2 26.5 26.5 23.0 25.7 25.7 22.1 28.0 28.1 Incr Delay (d2), s/veh 0.7 0.9 2.1 0.2 3.9 7.1 4.4 0.5 0.9 0.5 4.1 9.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.1 3.5 3.6 1.6 7.7 8.8 4.4 8.5 8.5 1.1 7.2 7.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 21.0 23.1 24.4 18.4 30.4 33.6 27.4 26.1 26.6 22.6 32.1 37.0 LnGrp LOS C C C B CCCCCCCD
Approach Vol, veh/h 812 1344 1708 1139
Approach Delay, s/veh 23.0 30.3 26.5 32.9
Approach LOS CCCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.9 34.1 13.0 32.0 9.5 35.5 7.8 37.2 Change Period (Y+Rc), s 3.6 4.5 3.6 5.0 3.6 4.5 3.6 5.0 Max Green Setting (Gmax), s 10.4 26.5 9.4 27.0 10.4 26.5 9.4 27.0 Max Q Clear Time (g_c+I1), s 7.4 20.5 11.4 19.2 6.2 11.2 4.8 24.1 Green Ext Time (p_c), s 0.1 4.8 0.0 4.1 0.1 6.2 0.0 2.2 Intersection Summary
HCM 6th Ctrl Delay 28.4
HCM 6th LOS C
HCM 6th Signalized Intersection Summary
3: La Cienega Blvd & Olympic Blvd 09/28/2022
55 N. La Cienega Mixed-Use Synchro 11 Report
Future (2025) Without Project Conditions Weekday AM Peak Hour Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 141 695 79 74 1670 74 178 1441 76 46 851 199 Future Volume (veh/h) 141 695 79 74 1670 74 178 1441 76 46 851 199 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.96 1.00 0.93 1.00 0.93 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1796 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 152 747 85 80 1796 80 191 1549 82 49 915 214 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222
Cap, veh/h 98 1635 184 320 2306 103 270 1782 94 165 1283 298 Arrive On Green 0.35 0.35 0.35 0.06 0.46 0.46 0.09 0.36 0.36 0.05 0.31 0.31 Sat Flow, veh/h 243 4632 522 1781 5002 222 1710 4944 262 1781 4072 947 Grp Volume(v), veh/h 152 547 285 80 1221 655 191 1066 565 49 764 365 Grp Sat Flow(s),veh/h/ln 243 1702 1750 1781 1702 1821 1710 1702 1801 1781 1702 1614 Q Serve(g_s), s 19.0 14.9 15.1 3.2 36.2 36.3 8.7 35.0 35.0 2.2 23.8 24.0 Cycle Q Clear(g_c), s 42.4 14.9 15.1 3.2 36.2 36.3 8.7 35.0 35.0 2.2 23.8 24.0 Prop In Lane 1.00 0.30 1.00 0.12 1.00 0.15 1.00 0.59
Lane Grp Cap(c), veh/h 98 1202 618 320 1569 839 270 1227 649 165 1072 509 V/C Ratio(X) 1.54 0.46 0.46 0.25 0.78 0.78 0.71 0.87 0.87 0.30 0.71 0.72 Avail Cap(c_a), veh/h 98 1202 618 447 1569 839 329 1227 649 304 1072 509 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.63 0.63 0.63 Uniform Delay (d), s/veh 56.3 29.9 30.0 21.7 27.2 27.2 27.1 35.7 35.7 29.5 36.3 36.4 Incr Delay (d2), s/veh 288.7 1.2 2.5 0.4 3.9 7.1 5.3 8.5 14.8 0.6 2.6 5.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 10.9 6.2 6.7 1.4 15.0 16.8 3.9 15.6 17.6 0.9 10.1 10.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 344.9 31.2 32.5 22.1 31.1 34.3 32.4 44.2 50.5 30.1 38.9 41.8 LnGrp LOS F CCCCCCDDCDD
Approach Vol, veh/h 984 1956 1822 1178
Approach Delay, s/veh 80.0 31.8 44.9 39.4
Approach LOS F C D D
Timer - Assigned Phs 2345678
Phs Duration (G+Y+Rc), s 60.7 16.3 43.0 12.9 47.8 10.8 48.5 Change Period (Y+Rc), s * 5.4 * 5.4 * 5.2 * 5.5 * 5.4 * 5.2 * 5.2 Max Green Setting (Gmax), s * 51 * 15 * 38 * 16 * 30 * 15 * 38 Max Q Clear Time (g_c+I1), s 38.3 10.7 26.0 5.2 44.4 4.2 37.0 Green Ext Time (p_c), s 9.4 0.2 5.7 0.1 0.0 0.1 0.8
Intersection Summary
HCM 6th Ctrl Delay 45.3
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

FUTURE (2025) WITHOUT PROJECT TRAFFIC CONDITIONS

WEEKDAY PM PEAK HOUR
HCM 6th Signalized Intersection Summary
1: La Cienega Boulevard & San Vicente Boulevard 09/28/2022 55 N. La Cienega Mixed-Use Synchro 11 Report
Future (2025) Without Project Conditions Weekday PM Peak Hour Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1650 220 0 715 260 221 1358 0 0 1122 131 Future Volume (veh/h) 0 1650 220 0 715 260 221 1358 0 0 1122 131 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.92 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 0 1870 1945 0 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 0 1667 222 0 722 263 223 1372 0 0 1133 0 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 022022220022
Cap, veh/h 0 2091 813 0 2091 474 313 2770 0 1494
Arrive On Green 0.00 0.32 0.32 0.00 0.32 0.32 0.18 0.54 0.00 0.00 0.29 0.00 Sat Flow, veh/h 0 6696 1609 0 6696 1460 1781 5274 0 0 5443 0 Grp Volume(v), veh/h 0 1667 222 0 722 263 223 1372 0 0 1133 0 Grp Sat Flow(s),veh/h/ln 0 1609 1609 0 1609 1460 1781 1702 0 0 1702 0 Q Serve(g_s), s 0.0 28.3 0.0 0.0 10.2 17.8 14.2 20.2 0.0 0.0 24.2 0.0 Cycle Q Clear(g_c), s 0.0 28.3 0.0 0.0 10.2 17.8 14.2 20.2 0.0 0.0 24.2 0.0 Prop In Lane 0.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 0 2091 813 0 2091 474 313 2770 0 1494 V/C Ratio(X) 0.00 0.80 0.27 0.00 0.35 0.55 0.71 0.50 0.00 0.76 Avail Cap(c_a), veh/h 0 2091 813 0 2091 474 341 2770 0 1494 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 0.0 36.9 17.3 0.0 30.8 33.3 46.6 17.2 0.0 0.0 38.6 0.0 Incr Delay (d2), s/veh 0.0 3.3 0.8 0.0 0.5 4.6 6.2 0.6 0.0 0.0 3.7 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 11.4 7.6 0.0 4.0 6.8 6.7 7.7 0.0 0.0 10.4 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 40.2 18.1 0.0 31.2 38.0 52.8 17.8 0.0 0.0 42.3 0.0 LnGrp LOS A D B A C D D B A D
Approach Vol, veh/h 1889 985 1595 1133
Approach Delay, s/veh 37.6 33.0 22.7 42.3
Approach LOS DCCD
Timer - Assigned Phs 1 2468
Phs Duration (G+Y+Rc), s 30.0 44.0 46.0 74.0 46.0
Change Period (Y+Rc), s * 8.9 * 8.9 7.0 * 8.9 7.0
Max Green Setting (Gmax), s * 23 * 35 39.0 * 65 39.0
Max Q Clear Time (g_c+I1), s 16.2 26.2 19.8 22.2 30.3
Green Ext Time (p_c), s 0.3 4.8 5.8 13.4 6.7
Intersection Summary
HCM 6th Ctrl Delay 33.5
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th Signalized Intersection Summary
2: La Cienega Blvd & Wilshire Blvd 09/28/2022
55 N. La Cienega Mixed-Use Synchro 11 Report
Future (2025) Without Project Conditions Weekday PM Peak Hour Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 272 941 124 219 690 76 186 1161 139 116 756 287 Future Volume (veh/h) 272 941 124 219 690 76 186 1161 139 116 756 287 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 0.99 0.92 1.00 0.93 1.00 0.95 1.00 0.94 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1796 1870 1870 1796 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 283 980 129 228 719 79 194 1209 145 121 788 299 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222
Cap, veh/h 391 1393 183 327 1411 153 300 1509 181 232 1076 404 Arrive On Green 0.12 0.31 0.31 0.11 0.30 0.30 0.09 0.33 0.33 0.07 0.30 0.30 Sat Flow, veh/h 1710 4518 592 1710 4633 503 1781 4588 550 1781 3587 1346 Grp Volume(v), veh/h 283 737 372 228 526 272 194 897 457 121 747 340 Grp Sat Flow(s),veh/h/ln 1710 1702 1706 1710 1702 1732 1781 1702 1734 1781 1702 1528 Q Serve(g_s), s 10.4 17.2 17.3 8.1 11.4 11.7 6.5 21.6 21.6 4.2 17.7 18.0 Cycle Q Clear(g_c), s 10.4 17.2 17.3 8.1 11.4 11.7 6.5 21.6 21.6 4.2 17.7 18.0 Prop In Lane 1.00 0.35 1.00 0.29 1.00 0.32 1.00 0.88
Lane Grp Cap(c), veh/h 391 1049 526 327 1036 527 300 1119 570 232 1021 459 V/C Ratio(X) 0.72 0.70 0.71 0.70 0.51 0.52 0.65 0.80 0.80 0.52 0.73 0.74 Avail Cap(c_a), veh/h 391 1049 526 334 1036 527 318 1119 570 302 1021 459 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.21 0.21 0.21 1.00 1.00 1.00 Uniform Delay (d), s/veh 19.5 27.5 27.5 20.6 25.7 25.8 21.0 27.5 27.5 22.3 28.3 28.3 Incr Delay (d2), s/veh 5.7 3.9 7.8 5.1 1.8 3.6 0.7 1.3 2.6 0.7 4.6 10.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.5 7.3 7.9 3.5 4.7 5.1 2.6 8.5 8.9 1.7 7.5 7.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.2 31.4 35.3 25.7 27.5 29.4 21.7 28.9 30.1 23.0 32.9 38.7 LnGrp LOS CCDCCCCCCCCD
Approach Vol, veh/h 1392 1026 1548 1208
Approach Delay, s/veh 31.2 27.6 28.3 33.5
Approach LOS CCCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 14.0 31.9 12.1 32.0 13.7 32.2 9.5 34.6 Change Period (Y+Rc), s 3.6 4.5 3.6 5.0 3.6 4.5 3.6 5.0 Max Green Setting (Gmax), s 10.4 26.5 9.4 27.0 10.4 26.5 9.4 27.0 Max Q Clear Time (g_c+I1), s 12.4 13.7 8.5 20.0 10.1 19.3 6.2 23.6 Green Ext Time (p_c), s 0.0 6.6 0.0 3.9 0.0 5.3 0.0 2.4 Intersection Summary
HCM 6th Ctrl Delay 30.2
HCM 6th LOS C
HCM 6th Signalized Intersection Summary
3: La Cienega Blvd & Olympic Blvd 09/28/2022
55 N. La Cienega Mixed-Use Synchro 11 Report
Future (2025) Without Project Conditions Weekday PM Peak Hour Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 173 1751 145 120 957 43 154 1210 114 129 1326 178 Future Volume (veh/h) 173 1751 145 120 957 43 154 1210 114 129 1326 178 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 0.94 1.00 0.94 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1796 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 186 1883 156 129 1029 46 166 1301 123 139 1426 191 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222
Cap, veh/h 240 1767 146 177 2401 107 174 1556 147 192 1453 194 Arrive On Green 0.37 0.37 0.37 0.07 0.48 0.48 0.07 0.33 0.33 0.06 0.32 0.32 Sat Flow, veh/h 523 4797 395 1781 5003 223 1710 4717 446 1781 4516 604 Grp Volume(v), veh/h 186 1333 706 129 700 375 166 939 485 139 1075 542 Grp Sat Flow(s),veh/h/ln 523 1702 1789 1781 1702 1822 1710 1702 1758 1781 1702 1717 Q Serve(g_s), s 41.4 44.2 44.2 5.1 16.1 16.2 7.8 30.6 30.6 6.3 37.6 37.6 Cycle Q Clear(g_c), s 44.2 44.2 44.2 5.1 16.1 16.2 7.8 30.6 30.6 6.3 37.6 37.6 Prop In Lane 1.00 0.22 1.00 0.12 1.00 0.25 1.00 0.35
Lane Grp Cap(c), veh/h 240 1254 659 177 1634 875 174 1123 580 192 1095 552 V/C Ratio(X) 0.77 1.06 1.07 0.73 0.43 0.43 0.96 0.84 0.84 0.72 0.98 0.98 Avail Cap(c_a), veh/h 240 1254 659 179 1634 875 174 1123 580 192 1095 552 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.52 0.52 0.52 Uniform Delay (d), s/veh 39.9 37.9 37.9 28.4 20.4 20.4 31.5 37.2 37.2 30.3 40.3 40.4 Incr Delay (d2), s/veh 21.2 44.1 55.5 13.8 0.8 1.5 55.3 7.4 13.4 6.9 15.7 23.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.8 25.5 28.9 2.8 6.4 7.1 5.8 13.6 15.0 3.0 17.7 19.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 61.1 82.0 93.4 42.2 21.2 22.0 86.8 44.6 50.6 37.2 56.0 64.0 LnGrp LOS E F F D C C F D D D E E
Approach Vol, veh/h 2225 1204 1590 1756
Approach Delay, s/veh 83.9 23.7 50.8 57.0
Approach LOS F C D E
Timer - Assigned Phs 2345678
Phs Duration (G+Y+Rc), s 63.0 13.2 43.8 13.4 49.6 12.2 44.8 Change Period (Y+Rc), s * 5.4 * 5.4 * 5.2 * 5.5 * 5.4 * 5.2 * 5.2 Max Green Setting (Gmax), s * 58 * 7.8 * 39 * 8 * 44 * 7 * 40 Max Q Clear Time (g_c+I1), s 18.2 9.8 39.6 7.1 46.2 8.3 32.6 Green Ext Time (p_c), s 8.6 0.0 0.0 0.0 0.0 0.0 4.7
Intersection Summary
HCM 6th Ctrl Delay 58.5
HCM 6th LOS E
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

FUTURE (2025) WITH PROJECT TRAFFIC CONDITIONS

WEEKDAY AM PEAK HOUR
HCM 6th Signalized Intersection Summary
1: La Cienega Boulevard & San Vicente Boulevard 09/28/2022 55 N. La Cienega Mixed-Use Synchro 11 Report
Future (2025) With Project Conditions Weekday AM Peak Hour Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 561 176 0 1158 156 262 938 0 0 1127 168 Future Volume (veh/h) 0 561 176 0 1158 156 262 938 0 0 1127 168 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.95 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 0 1870 1945 0 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 0 584 183 0 1206 162 273 977 0 0 1174 0 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 022022220022
Cap, veh/h 0 2091 815 0 2091 490 313 2770 0 1494
Arrive On Green 0.00 0.32 0.32 0.00 0.32 0.32 0.18 0.54 0.00 0.00 0.29 0.00 Sat Flow, veh/h 0 6696 1616 0 6696 1506 1781 5274 0 0 5443 0 Grp Volume(v), veh/h 0 584 183 0 1206 162 273 977 0 0 1174 0 Grp Sat Flow(s),veh/h/ln 0 1609 1616 0 1609 1506 1781 1702 0 0 1702 0 Q Serve(g_s), s 0.0 8.1 0.0 0.0 18.7 9.8 17.9 13.0 0.0 0.0 25.3 0.0 Cycle Q Clear(g_c), s 0.0 8.1 0.0 0.0 18.7 9.8 17.9 13.0 0.0 0.0 25.3 0.0 Prop In Lane 0.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 0 2091 815 0 2091 490 313 2770 0 1494 V/C Ratio(X) 0.00 0.28 0.22 0.00 0.58 0.33 0.87 0.35 0.00 0.79 Avail Cap(c_a), veh/h 0 2091 815 0 2091 490 341 2770 0 1494 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 0.0 30.1 16.8 0.0 33.6 30.6 48.1 15.5 0.0 0.0 39.0 0.0 Incr Delay (d2), s/veh 0.0 0.3 0.6 0.0 1.2 1.8 19.9 0.4 0.0 0.0 4.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 3.2 6.2 0.0 7.4 3.8 9.6 5.0 0.0 0.0 11.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 30.4 17.5 0.0 34.8 32.4 68.0 15.9 0.0 0.0 43.2 0.0 LnGrp LOS A C B A C C E B A D
Approach Vol, veh/h 767 1368 1250 1174
Approach Delay, s/veh 27.3 34.5 27.3 43.2
Approach LOS CCCD
Timer - Assigned Phs 1 2468
Phs Duration (G+Y+Rc), s 30.0 44.0 46.0 74.0 46.0
Change Period (Y+Rc), s * 8.9 * 8.9 7.0 * 8.9 7.0
Max Green Setting (Gmax), s * 23 * 35 39.0 * 65 39.0
Max Q Clear Time (g_c+I1), s 19.9 27.3 20.7 15.0 10.1
Green Ext Time (p_c), s 0.2 4.5 8.7 8.4 4.9
Intersection Summary
HCM 6th Ctrl Delay 33.6
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th Signalized Intersection Summary
2: La Cienega Blvd & Wilshire Blvd 09/28/2022
55 N. La Cienega Mixed-Use Synchro 11 Report
Future (2025) With Project Conditions Weekday AM Peak Hour Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 166 493 134 116 1128 53 286 1171 203 86 790 265 Future Volume (veh/h) 166 493 134 116 1128 53 286 1171 203 86 790 265 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.94 0.99 0.94 1.00 0.95 1.00 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1796 1870 1870 1796 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 173 514 140 121 1175 55 298 1220 211 90 823 276 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222
Cap, veh/h 279 1366 359 371 1606 75 317 1535 265 209 1118 372 Arrive On Green 0.09 0.34 0.34 0.07 0.32 0.32 0.10 0.35 0.35 0.05 0.30 0.30 Sat Flow, veh/h 1710 3971 1042 1710 4981 233 1781 4344 751 1781 3728 1239 Grp Volume(v), veh/h 173 438 216 121 803 427 298 956 475 90 751 348 Grp Sat Flow(s),veh/h/ln 1710 1702 1609 1710 1702 1810 1781 1702 1691 1781 1702 1562 Q Serve(g_s), s 5.9 8.7 9.2 4.2 18.8 18.8 9.4 22.7 22.7 3.1 17.8 18.1 Cycle Q Clear(g_c), s 5.9 8.7 9.2 4.2 18.8 18.8 9.4 22.7 22.7 3.1 17.8 18.1 Prop In Lane 1.00 0.65 1.00 0.13 1.00 0.44 1.00 0.79
Lane Grp Cap(c), veh/h 279 1171 554 371 1097 584 317 1203 598 209 1021 469 V/C Ratio(X) 0.62 0.37 0.39 0.33 0.73 0.73 0.94 0.79 0.79 0.43 0.74 0.74 Avail Cap(c_a), veh/h 327 1171 554 456 1097 584 317 1203 598 304 1021 469 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.09 0.09 0.09 1.00 1.00 1.00 Uniform Delay (d), s/veh 20.5 22.2 22.4 18.5 27.0 27.0 23.2 26.2 26.2 22.3 28.3 28.4 Incr Delay (d2), s/veh 1.4 0.9 2.1 0.2 4.3 7.9 5.9 0.5 1.0 0.5 4.7 10.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.3 3.5 3.6 1.6 7.9 9.0 4.5 8.8 8.8 1.3 7.6 7.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 22.0 23.1 24.4 18.7 31.4 35.0 29.1 26.7 27.2 22.8 33.0 38.6 LnGrp LOS C C C B CCCCCCCD
Approach Vol, veh/h 827 1351 1729 1189
Approach Delay, s/veh 23.2 31.4 27.2 33.9
Approach LOS CCCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 11.5 33.5 13.0 32.0 9.5 35.5 8.2 36.8 Change Period (Y+Rc), s 3.6 4.5 3.6 5.0 3.6 4.5 3.6 5.0 Max Green Setting (Gmax), s 10.4 26.5 9.4 27.0 10.4 26.5 9.4 27.0 Max Q Clear Time (g_c+I1), s 7.9 20.8 11.4 20.1 6.2 11.2 5.1 24.7 Green Ext Time (p_c), s 0.1 4.6 0.0 3.9 0.1 6.2 0.0 1.7 Intersection Summary
HCM 6th Ctrl Delay 29.2
HCM 6th LOS C
HCM 6th Signalized Intersection Summary
3: La Cienega Blvd & Olympic Blvd 09/28/2022
55 N. La Cienega Mixed-Use Synchro 11 Report
Future (2025) With Project Conditions Weekday AM Peak Hour Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 145 695 79 74 1670 76 178 1455 76 48 867 203 Future Volume (veh/h) 145 695 79 74 1670 76 178 1455 76 48 867 203 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.96 1.00 0.93 1.00 0.93 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1796 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 156 747 85 80 1796 82 191 1565 82 52 932 218 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222
Cap, veh/h 98 1635 184 320 2302 105 267 1778 93 165 1282 298 Arrive On Green 0.35 0.35 0.35 0.06 0.46 0.46 0.09 0.36 0.36 0.05 0.31 0.31 Sat Flow, veh/h 243 4632 522 1781 4996 228 1710 4947 259 1781 4071 947 Grp Volume(v), veh/h 156 547 285 80 1223 655 191 1077 570 52 779 371 Grp Sat Flow(s),veh/h/ln 243 1702 1750 1781 1702 1820 1710 1702 1802 1781 1702 1614 Q Serve(g_s), s 18.9 14.9 15.1 3.2 36.3 36.4 8.7 35.6 35.6 2.3 24.4 24.6 Cycle Q Clear(g_c), s 42.4 14.9 15.1 3.2 36.3 36.4 8.7 35.6 35.6 2.3 24.4 24.6 Prop In Lane 1.00 0.30 1.00 0.13 1.00 0.14 1.00 0.59
Lane Grp Cap(c), veh/h 98 1202 618 320 1569 839 267 1224 648 165 1072 508 V/C Ratio(X) 1.59 0.46 0.46 0.25 0.78 0.78 0.72 0.88 0.88 0.32 0.73 0.73 Avail Cap(c_a), veh/h 98 1202 618 447 1569 839 325 1224 648 302 1072 508 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.60 0.60 0.60 Uniform Delay (d), s/veh 56.3 29.9 30.0 21.7 27.2 27.3 27.4 36.0 36.0 29.7 36.5 36.6 Incr Delay (d2), s/veh 307.4 1.2 2.5 0.4 3.9 7.1 5.7 9.2 15.8 0.7 2.6 5.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 11.4 6.2 6.7 1.4 15.0 16.9 3.9 15.9 18.1 1.0 10.3 10.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 363.7 31.2 32.5 22.1 31.1 34.4 33.1 45.2 51.8 30.3 39.1 42.1 LnGrp LOS F CCCCCCDDCDD
Approach Vol, veh/h 988 1958 1838 1202
Approach Delay, s/veh 84.1 31.8 46.0 39.7
Approach LOS F C D D
Timer - Assigned Phs 2345678
Phs Duration (G+Y+Rc), s 60.7 16.3 43.0 12.9 47.8 11.0 48.3 Change Period (Y+Rc), s * 5.4 * 5.4 * 5.2 * 5.5 * 5.4 * 5.2 * 5.2 Max Green Setting (Gmax), s * 51 * 15 * 38 * 16 * 30 * 15 * 38 Max Q Clear Time (g_c+I1), s 38.4 10.7 26.6 5.2 44.4 4.3 37.6 Green Ext Time (p_c), s 9.4 0.2 5.7 0.1 0.0 0.1 0.4
Intersection Summary
HCM 6th Ctrl Delay 46.4
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

FUTURE (2025) WITH PROJECT TRAFFIC CONDITIONS

WEEKDAY PM PEAK HOUR
HCM 6th Signalized Intersection Summary
1: La Cienega Boulevard & San Vicente Boulevard 09/28/2022 55 N. La Cienega Mixed-Use Synchro 11 Report
Future (2025) With Project Conditions Weekday PM Peak Hour Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1650 222 0 715 260 222 1363 0 0 1128 131 Future Volume (veh/h) 0 1650 222 0 715 260 222 1363 0 0 1128 131 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.92 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 0 1870 1945 0 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 0 1667 224 0 722 263 224 1377 0 0 1139 0 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 022022220022
Cap, veh/h 0 2091 813 0 2091 474 313 2770 0 1494
Arrive On Green 0.00 0.32 0.32 0.00 0.32 0.32 0.18 0.54 0.00 0.00 0.29 0.00 Sat Flow, veh/h 0 6696 1609 0 6696 1460 1781 5274 0 0 5443 0 Grp Volume(v), veh/h 0 1667 224 0 722 263 224 1377 0 0 1139 0 Grp Sat Flow(s),veh/h/ln 0 1609 1609 0 1609 1460 1781 1702 0 0 1702 0 Q Serve(g_s), s 0.0 28.3 0.0 0.0 10.2 17.8 14.2 20.3 0.0 0.0 24.4 0.0 Cycle Q Clear(g_c), s 0.0 28.3 0.0 0.0 10.2 17.8 14.2 20.3 0.0 0.0 24.4 0.0 Prop In Lane 0.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 0 2091 813 0 2091 474 313 2770 0 1494 V/C Ratio(X) 0.00 0.80 0.28 0.00 0.35 0.55 0.72 0.50 0.00 0.76 Avail Cap(c_a), veh/h 0 2091 813 0 2091 474 341 2770 0 1494 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 0.0 36.9 17.3 0.0 30.8 33.3 46.6 17.2 0.0 0.0 38.7 0.0 Incr Delay (d2), s/veh 0.0 3.3 0.8 0.0 0.5 4.6 6.3 0.6 0.0 0.0 3.7 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 11.4 7.7 0.0 4.0 6.8 6.8 7.8 0.0 0.0 10.5 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 40.2 18.1 0.0 31.2 38.0 53.0 17.8 0.0 0.0 42.4 0.0 LnGrp LOS A D B A C D D B A D
Approach Vol, veh/h 1891 985 1601 1139
Approach Delay, s/veh 37.6 33.0 22.7 42.4
Approach LOS DCCD
Timer - Assigned Phs 1 2468
Phs Duration (G+Y+Rc), s 30.0 44.0 46.0 74.0 46.0
Change Period (Y+Rc), s * 8.9 * 8.9 7.0 * 8.9 7.0
Max Green Setting (Gmax), s * 23 * 35 39.0 * 65 39.0
Max Q Clear Time (g_c+I1), s 16.2 26.4 19.8 22.3 30.3
Green Ext Time (p_c), s 0.3 4.8 5.8 13.5 6.7
Intersection Summary
HCM 6th Ctrl Delay 33.5
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th Signalized Intersection Summary
2: La Cienega Blvd & Wilshire Blvd 09/28/2022
55 N. La Cienega Mixed-Use Synchro 11 Report
Future (2025) With Project Conditions Weekday PM Peak Hour Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 282 941 124 219 690 81 186 1175 139 120 767 295 Future Volume (veh/h) 282 941 124 219 690 81 186 1175 139 120 767 295 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 0.99 0.92 1.00 0.93 1.00 0.95 1.00 0.94 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1796 1870 1870 1796 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 294 980 129 228 719 84 194 1224 145 125 799 307 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222
Cap, veh/h 389 1392 182 327 1399 162 297 1504 178 233 1071 407 Arrive On Green 0.12 0.31 0.31 0.11 0.30 0.30 0.09 0.33 0.33 0.07 0.30 0.30 Sat Flow, veh/h 1710 4518 592 1710 4598 531 1781 4595 544 1781 3571 1358 Grp Volume(v), veh/h 294 737 372 228 530 273 194 907 462 125 761 345 Grp Sat Flow(s),veh/h/ln 1710 1702 1706 1710 1702 1725 1781 1702 1735 1781 1702 1525 Q Serve(g_s), s 10.4 17.2 17.3 8.1 11.5 11.8 6.6 22.0 22.0 4.3 18.1 18.4 Cycle Q Clear(g_c), s 10.4 17.2 17.3 8.1 11.5 11.8 6.6 22.0 22.0 4.3 18.1 18.4 Prop In Lane 1.00 0.35 1.00 0.31 1.00 0.31 1.00 0.89
Lane Grp Cap(c), veh/h 389 1049 526 327 1036 525 297 1114 568 233 1021 458 V/C Ratio(X) 0.76 0.70 0.71 0.70 0.51 0.52 0.65 0.81 0.81 0.54 0.75 0.75 Avail Cap(c_a), veh/h 389 1049 526 334 1036 525 315 1114 568 299 1021 458 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.19 0.19 0.19 1.00 1.00 1.00 Uniform Delay (d), s/veh 20.2 27.5 27.5 20.6 25.8 25.9 21.2 27.8 27.8 22.4 28.4 28.5 Incr Delay (d2), s/veh 7.4 4.0 7.8 5.1 1.8 3.7 0.6 1.3 2.6 0.7 4.9 10.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.8 7.3 7.9 3.5 4.7 5.2 2.6 8.7 9.0 1.8 7.8 7.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 27.6 31.5 35.3 25.7 27.6 29.5 21.8 29.1 30.3 23.2 33.3 39.4 LnGrp LOS CCDCCCCCCCCD
Approach Vol, veh/h 1403 1031 1563 1231
Approach Delay, s/veh 31.7 27.7 28.5 34.0
Approach LOS CCCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 14.0 31.9 12.1 32.0 13.7 32.2 9.7 34.5 Change Period (Y+Rc), s 3.6 4.5 3.6 5.0 3.6 4.5 3.6 5.0 Max Green Setting (Gmax), s 10.4 26.5 9.4 27.0 10.4 26.5 9.4 27.0 Max Q Clear Time (g_c+I1), s 12.4 13.8 8.6 20.4 10.1 19.3 6.3 24.0 Green Ext Time (p_c), s 0.0 6.6 0.0 3.7 0.0 5.3 0.0 2.2 Intersection Summary
HCM 6th Ctrl Delay 30.5
HCM 6th LOS C
HCM 6th Signalized Intersection Summary
3: La Cienega Blvd & Olympic Blvd 09/28/2022
55 N. La Cienega Mixed-Use Synchro 11 Report
Future (2025) With Project Conditions Weekday PM Peak Hour Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 176 1751 145 120 957 44 154 1220 114 130 1333 180 Future Volume (veh/h) 176 1751 145 120 957 44 154 1220 114 130 1333 180 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 0.94 1.00 0.94 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1796 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 189 1883 156 129 1029 47 166 1312 123 140 1433 194 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222
Cap, veh/h 240 1767 146 177 2399 109 173 1558 146 191 1450 196 Arrive On Green 0.37 0.37 0.37 0.07 0.48 0.48 0.07 0.33 0.33 0.06 0.32 0.32 Sat Flow, veh/h 522 4797 395 1781 4997 228 1710 4721 443 1781 4509 610 Grp Volume(v), veh/h 189 1333 706 129 701 375 166 946 489 140 1081 546 Grp Sat Flow(s),veh/h/ln 522 1702 1789 1781 1702 1821 1710 1702 1759 1781 1702 1715 Q Serve(g_s), s 41.4 44.2 44.2 5.1 16.2 16.2 7.8 30.9 30.9 6.3 37.9 38.0 Cycle Q Clear(g_c), s 44.2 44.2 44.2 5.1 16.2 16.2 7.8 30.9 30.9 6.3 37.9 38.0 Prop In Lane 1.00 0.22 1.00 0.13 1.00 0.25 1.00 0.36
Lane Grp Cap(c), veh/h 240 1254 659 177 1634 874 173 1123 581 191 1095 552 V/C Ratio(X) 0.79 1.06 1.07 0.73 0.43 0.43 0.96 0.84 0.84 0.73 0.99 0.99 Avail Cap(c_a), veh/h 240 1254 659 179 1634 874 173 1123 581 191 1095 552 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.50 0.50 0.50 Uniform Delay (d), s/veh 40.3 37.9 37.9 28.4 20.4 20.4 31.5 37.3 37.3 30.4 40.5 40.5 Incr Delay (d2), s/veh 22.5 44.1 55.5 13.8 0.8 1.5 56.9 7.7 13.8 7.2 16.5 24.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.1 25.5 28.9 2.8 6.5 7.1 5.9 13.8 15.2 3.0 18.0 19.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 62.8 82.0 93.4 42.2 21.3 22.0 88.4 45.0 51.1 37.6 57.0 65.0 LnGrp LOS E F F D C C F D D D E E
Approach Vol, veh/h 2228 1205 1601 1767
Approach Delay, s/veh 84.0 23.7 51.4 57.9
Approach LOS F C D E
Timer - Assigned Phs 2345678
Phs Duration (G+Y+Rc), s 63.0 13.2 43.8 13.4 49.6 12.2 44.8 Change Period (Y+Rc), s * 5.4 * 5.4 * 5.2 * 5.5 * 5.4 * 5.2 * 5.2 Max Green Setting (Gmax), s * 58 * 7.8 * 39 * 8 * 44 * 7 * 40 Max Q Clear Time (g_c+I1), s 18.2 9.8 40.0 7.1 46.2 8.3 32.9 Green Ext Time (p_c), s 8.6 0.0 0.0 0.0 0.0 0.0 4.5
Intersection Summary
HCM 6th Ctrl Delay 58.9
HCM 6th LOS E
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Appendix C
Noise and Vibration Technical Memorandum
Rincon Consultants, Inc.
2 5 0 E a s t 1 s t S t r e e t , S u i t e 1 4 0 0
Los Angeles, California 90012
213 7 8 8 4 8 4 2
i n f o @ r i n c o n c o n s u l t a n t s . c o m
w w w . r i n c o n c o n s u l t a n t s . c o m
www.rinconcons ultants.com
October 31, 2023
Project No: 22-13864
Edgar Arroyo, Senior Planner
City of Beverly Hills
Community Development Department
455 North Rexford Drive, First Floor
Beverly Hills, California 90210
Via email: [email protected]
Subject: Noise and Vibration Technical Memorandum for the 55 North La Cienega Boulevard Project, 55 North La Cienega Boulevard, Beverly Hills, California 90211 Dear Ms. Gordon:

Rincon Consultants, Inc. (Rincon) has prepared this technical memorandum to evaluate the potential noise and vibration impacts resulting from construction and operation of the proposed 55 North La Cienega Boulevard Project (herein referred to as “proposed project” or “project”), located in the City of Beverly Hills, California. Noise and vibration fundamentals and common definitions used in this memorandum are included in Attachment 1.

Description of Project
The project site is located at 55 North La Cienega Boulevard in the City of Beverly Hills and consists of one parcel identified by Assessor Parcel Number (APN) 4334-018-058. The site is a rectangular-shaped, approximately 38,500-square-foot (sf), or approximately 0.88-acre, lot fronting North La Cienega Boulevard. The site is zoned C-3 (Commercial Zone) with a Mixed Use Overlay Zone, and the land use designation is Commercial – Low Density General with Mixed Use Overlay.

The project involves the demolition of the existing 15,535-sf restaurant building and associated parking lot for the construction of a five-story, mixed-use building consisting of approximately 18,500 sf of ground-floor commercial/retail space facing North La Cienega Boulevard and 105 multi-family residential units between floors two through five. The proposed commercial/retail space would be comprised of a 12,045-sf eatery (with 687 sf of outdoor space), a 2,008-sf restaurant (with 880 sf of outdoor space), a 920-sf café (with 424 sf of outdoor space), and 1,450 sf of retail uses. The project would alter the existing vehicular access points and create a new ingress/egress driveway and a separate egress-only driveway, both still accessible from North La Cienega Boulevard. The driveway would provide an entryway into commercial loading areas, short-term parking spaces, and a down-ramp into an enclosed parking garage with three subterranean levels. The project would provide a total of 196 parking spaces, consisting of 66 residential spaces, 92 commercial spaces, and 38 surplus (non-required) spaces. Of the total 196 parking spaces proposed, 10 spaces would be ADA-accessible and 20 spaces would be designated for electric vehicles (EV). Other project amenities include a 706-sf gym on the second floor, 4,649 sf of private outdoor living space on the second floor, and 15,645 sf of common outdoor living space. Included among the common outdoor living space, the 12,788-sf roof terrace roof terrace would include a pool and spa, patio and lounge areas with seating, cabanas, BBQ stations, and City of Beverly Hills
Noise and Vibration Technical Memorandum for the 55 North La Cienega Boulevard Project

Page 2 ends

restrooms. The project would provide retail/commercial uses on the ground floor, including a café and restaurant that would be operational from 7:00 A.M. to 10:00 P.M. The common outdoor living areas at the second and fourth floors and mezzanine level would be operational from 7:00 A.M. to 10:00 P.M.

The project’s rooftop uses include cabanas, living areas, and a pool that would be operational from 7:00 A.M. to 9:00 P.M.

Construction of the project is anticipated to begin in May 2023 and end in October 2025, lasting approximately 30 months. The project would be built in compliance with the standard construction hours detailed in BHMC Section 5-1-205, which allows for construction activities Monday through Friday, from 8:00 a.m. to 6:00 p.m. No construction would occur on Saturday’s unless an after-hours permit is issued by Building and Safety pursuant to BHMC Section 5-1-205.C. Grading activities would include approximately 44,722 cubic yards (cy) of cut soil materials from the project site. Of the cut soil, 44,722 cy would be exported off-site.

Sensitive Receivers
The Noise Element of the City of Beverly Hills General Plan identifies noise sensitive receivers as residential uses, (including residences for the elderly), schools, churches, and libraries (Beverly Hills 2010). The nearest sensitive receivers to the project are the residential uses adjacent to the site to the west. Figure 1 displays the sensitive receivers (single-family and multi-family residential uses) in the project vicinity.

Existing Noise Setting
The most common source of noise in the project site vicinity is vehicular traffic from North La Cienega Boulevard. To characterize ambient sound levels at and near the project site, three short-term 15- minute sound level measurements were conducted on Thursday, October 12, 2023, using an Extech, Model 407780A, American National Standards Institute (ANSI) Type 2 integrating sound level meter.

Short-term noise measurement 1 (ST-1) was taken on North Le Doux Road further west of the project site to capture ambient noise levels at the nearest road lined with residences. ST-2 was taken along the western boundary of the project site to capture ambient noise levels at adjacent residences. ST-3 was taken on North La Cienega Boulevard, east of the project site, to capture noise levels from North La Cienega Boulevard. Long-term noise measurement (LT-1) was taken near ST-1 along the western boundary of the project site between Thursday, October 12 and Friday, October 13, 2023, to capture 24- hour ambient noise levels at the project location nearest to the main noise source and adjacent to the nearest noise-sensitive receivers.

Table 1 summarizes the results of the short-term noise measurements, Table 2 summarizes the results of the long-term noise measurement, and Figure 1 on the following page shows the locations of all noise measurements. Detailed sound level measurement data are included in Attachment 2.

City of Beverly Hills
Noise and Vibration Technical Memorandum for the 55 North La Cienega Boulevard Project

Page 3 ends

Table 1 Short-Term (15-Minute) Noise Measurement Results Measurement Location Sample Times
Approximate Distance
to Primary Noise Source
Leq
(dBA)
Lmin
(dBA)
Lmax
(dBA)
ST-1 North Le Doux Road,
west of the project site
12:48 – 1:03 p.m. 20 feet from centerline of
North Le Doux Road

58.4 48.2 94.9
ST-2 Western boundary of
project site
1:09 – 1:24 p.m. 150 feet from centerline
of North La Cienega Boulevard1

66.0 54.1 92.5
ST-3 North La Cienega
Boulevard, east of the
project site
1:29 – 1:44 p.m. 40 feet from centerline of
North La Cienega Boulevard

70.0 56.1 98.5
Leq = average noise level equivalent; dBA = A-weighted decibel; Lmin = minimum instantaneous noise level; Lmax = maximum instantaneous noise level
1 This measurement captured intermittent emergency siren noise from an ambulance traveling on North La Cienega Boulevard.

See Figure 1 for approximate noise measurement locations and Attachment 2 for full noise measurement details.

Table 2 Long-Term (24-Hour) Noise Measurement Results (October 12-13, 2023) Sample Time dBA Leq Sample Time dBA Leq
2:01 p.m. 58 2:01 a.m. 61
3:01 p.m. 60 3:01 a.m. 54
4:01 p.m. 58 4:01 a.m. 59
5:01 p.m. 59 5:01 a.m. 58
6:01 p.m. 57 6:01 a.m. 56
7:01 p.m. 58 7:01 a.m. 56
8:01 p.m. 58 8:01 a.m. 56
9:01 p.m. 57 9:01 a.m. 56
10:01 p.m. 59 10:01 a.m. 57
11:01 p.m. 59 11:01 a.m. 57
12:01 a.m. 53 12:01 p.m. 54
1:01 a.m. 53 1:01 p.m. 57
24-hour Noise Level (dBA CNEL) 64
24-hour Average (Leq) 58
dBA = A-weighted decibels; Leq = equivalent noise level; CNEL = community equivalent noise level See Figure 1 for approximate noise measurement locations and Attachment 2 for full noise measurement details.

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Figure 1 Approximate Noise Measurement Locations
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Regulatory Setting
City of Beverly Hills Municipal Code
The City’s noise ordinance (BHMC Section 5-1-201 through 5-1-210) includes noise standards and regulations. Specifically, Title 5, Chapter 1, Noise Regulations, of the BHMC contains the following regulations that would apply to the project:
5‐1‐202: MACHINERY, EQUIPMENT, FANS, AND AIR CONDITIONING: It shall be unlawful for any person to operate any machinery, equipment, pump, fan, air conditioning apparatus, or similar mechanical device in any manner so as to create any noise which would cause the noise level at the property line of any property to exceed the ambient noise level by more than five (5) decibels based on a reference sound pressure of 0.0002 microbars, as measured in any octave band center frequency, in cycles per second, as follows: 63, 125, 250, 500, 1,000, 2,000, 4,000, and 8,000 and for the combined frequency bands (all pass). (1962 Code § 4‐8.206). 5-1-205: RESTRICTIONS ON CONSTRUCTION ACTIVITY: No person shall engage in construction, maintenance or repair work which requires a city permit between the hours of six o'clock (6:00) P.M. and eight o'clock (8:00) A.M. of any day, or at any time on a Sunday or a holiday set forth below unless such person has been issued an after hours construction permit issued pursuant to subsection C of this section. In addition, no person shall engage in such work within a residential zone, or within five hundred feet (500') of a residential zone, at any time on a Saturday unless such person has been issued an after hours construction permit issued pursuant to subsection C of this section. 5-1-209: PORTABLE GASOLINE BLOWERS: It shall be unlawful for any person within the city to use or operate any portable machine powered with a gasoline engine used to blow leaves, dirt, and other debris off sidewalks, driveways, lawns, or other surfaces. (Ord. 11-O-2613, eff. 10-31-2011).

Methodology and Significance Thresholds
To determine whether a project would have a significant noise impact, Appendix G of the California Environmental Quality Act (CEQA) Guidelines requires consideration of whether a project would result in:

1. Generation of a substantial temporary or permanent increase in ambient noise levels in the vicinity of the project in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies

2. Generation of excessive groundborne vibration or groundborne noise levels

3. For a project located within the vicinity of a private airstrip or an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, expose people residing or working in the project area to excessive noise levels Construction Noise
Pursuant to BHMC Section 5-1-205, noise generated by construction, maintenance or repair activities requires a city permit between the hours of 6:00 p.m. and 8:00 a.m. of any day, or at any time on a Sunday or a holiday set forth below unless such person has been issued an after-hours construction permit issued pursuant to subsection C. In addition, no person shall engage in such work within a residential zone, or within 500 feet of a residential zone, at any time on a Saturday unless such person has been issued an after-hours construction permit issued pursuant to subsection C.

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Operational Noise
Pursuant to BHMC Section 5-1-202, operational noise from on-site machinery, equipment, pumps, fans, air conditioning apparatus, or similar mechanical devices would result in a significant impact if such devices create noise that would cause the noise level at the property line of any property to exceed the ambient noise level by more than 5 decibels.

Off-site project operational noise (i.e., roadway noise) would result in a significant impact if the project would increase traffic noise levels by 3 dBA, which would be a barely perceptible increase in traffic noise.

Groundborne Vibration
The California Department of Transportation (Caltrans) Transportation and Construction Vibration Guidance Manual (2020) is used to evaluate construction vibration impacts related to potential building damage. Based on the Caltrans criteria, construction vibration impacts would be significant if vibration levels exceed 0.5 in./sec. PPV at residential and commercial structures, which is the limit for potential building damage to these structures.

Impact Analysis
Issue 1: Would the project result in generation of a substantial temporary or permanent increase in ambient noise levels in the vicinity of the project in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies? Construction Noise Impacts
Temporary noise levels caused by construction activity would be a function of the noise generated by construction equipment, the location and sensitivity of nearby land uses, and the timing and duration of noise-generating activities. The demolition, site preparation, and grading phases of construction tend to create the highest noise levels because of the operation of heavy equipment. Typical heavy construction equipment would include tractors, bulldozers, excavators, front-end loaders, graders, and stationary equipment, such as compressors and generators. It is assumed that diesel engines would power all construction equipment. Construction equipment would not all operate at the same time or location. In addition, construction equipment would not be in constant use during the 8-hour operating day.

Construction noise was estimated using the Federal Highway Administration (FHWA) Roadway Construction Noise Model (RCNM) Version 1.1. Over the course of a typical construction day, construction equipment would be located as close as approximately 10 feet to the adjacent residential properties but would typically be located at an average distance farther away due to the nature of construction and the lot size of the project. For example, during a typical construction day when performing construction near these residences, the equipment may operate across a horizontal distance (10 to 100 feet) from a nearby noise receiver. Therefore, it is assumed that over the course of a typical construction day the construction equipment would operate at an average distance of 50 feet from the single-family residences to the west and 250 feet from single-family and multi-family residences to the east. Table 3 shows the estimated combined noise level from pieces of equipment assumed to generate the highest noise levels during construction at a distance of 50 feet and 250 feet from construction activity.

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Table 3 Project Construction Noise Levels at Nearby Receptors Construction Equipment
dBA Leq dBA Leq
Adjacent Residences to the West
50 feet
Residences to the East
250 feet
Roller, Crane, Tractor, Dozer, and Jackhammer 86 72
RCNM data sheets and assumptions are included in Attachment 2.

Consistent with the approach of previous environmental documentation1, 2 , construction noise would be
significant if 1) construction activities occurring on the project site generate a noise increase of five dBA or more outside the hours permitted by the City’s noise ordinance at the project site (i.e., between 6:00 p.m. and 8:00 a.m. on weekdays, or at any time on Saturday, Sunday, or a public holiday), or 2) construction activities occurring on a project site generate a noise increase of five dBA or more during daytime hours at uses identified in BHMC Section 5-1-206, which include schools, hospitals, churches, or institutes of learning.

As shown in Table 3, noise generated by project construction would be higher than and would temporarily increase existing ambient noise levels at the nearest residences; however, construction noise would be temporary and cease once project construction is completed. Moreover, pursuant to BHMC Section 5-1-205, construction activities are limited to the hours of 8:00 a.m. and 6:00 p.m., Monday through Friday (excluding public holidays) within 500 feet of a residential zone, unless the City issues an after-hours construction permit for the project. Construction activities at the project site would comply with BHMC Section 5-1-205 and would not occur during nighttime hours. Therefore, construction activities at the project site would not generate a significant noise increase of five dBA or more outside the hours permitted by the City’s noise ordinance.

Furthermore, the project site is not located near any school, hospital, church, or institute of learning and daytime construction activities at the project site would not result in a significant impact at these receivers. The nearest school (Horace Mann Elementary School) is located 0.25 mile west of the project site at 8701 Charleville Boulevard in the City of Beverly Hills, the nearest hospital (Cedars-Sinai Medical Center) is located 0.48 mile north of the project site at 8700 Beverly Boulevard in the City of Los Angeles, and the nearest church (Our Lady of Mt. Lebanon Catholic Church) is located at 0.37 mile north of the project site at 333 South San Vicente Boulevard in the City of Los Angeles. Figure 2 on the following page shows the location of these receivers with respect to the project site. Based on the location of these receivers, with the nearest being the school at 0.25 mile to the west, on-site construction noise would attenuate over long distances such that construction activities would not be audible at these receivers. Moreover, the school is located along Wilshire Boulevard, which is a highvolume commercial corridor, and is already exposed to higher ambient noise levels. Similarly, the hospital and church are located near South San Vicente Boulevard and Beverly Boulevard, other commercial corridors. Considering the nearest hospital and church are located at distances greater than

0.25-mile, construction noise would also not result in a significant noise above ambient at these uses.

Therefore, construction activities would not generate a noise increase of five dBA or more during daytime hours at any uses identified in BHMC Section 5-1-206. 1 City of Beverly Hills, One Beverly Hills Overlay Specific Plan FSEIR, March 2021, p. 4.8-18 2 City of Beverly Hills, Cheval Blanc Specific Plan FEIR, February 2022, p. 4.8-20 City of Beverly Hills
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Figure 2 Nearest School, Hospital, and Church to the Project Site City of Beverly Hills
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Overall, construction activities at the project site would comply with BHMC Section 5-1-205 and would not occur during nighttime hours. The project is also not proposing construction outside of permitted construction hours. While construction noise may cause short-term annoyance to adjacent uses, it would be temporary and restricted to the hours permitted by the City’s noise ordinance. In addition, as noted in this analysis, the project site is also not located in close proximity to any school, hospital, church, or institute of learning and would not result in an increase of 5 dBA or more at these uses during permitted construction hours. Therefore, a less-than-significant noise impact would result from construction activities.

Operational Noise Impacts
Heating, Ventilation, and Air Conditioning (HVAC) Units The primary on-site operational noise source from the project would be from mechanical equipment such as HVAC units. The HVAC system that will be installed is a Goodman GPHH33641-PRS4110 3-ton

13.4 SEER2 air conditioner that has a sound power level of 78 dBA (see Attachment 3). To provide a reasonable worst-case analysis, three HVAC units operating simultaneously were modeled at the same location on the proposed roof closest to the residential property lines to the west. The three HVAC units modeled on the western side of the proposed multi-family building roof would be approximately 30 feet from the nearest off-site sensitive residential property line to the west when considering the distance to the property line plus the height from the project’s rooftop to the ground.

Based upon a sound power level of 78 dBA, it is estimated that the sound power level of a single HVAC unit would generate an equivalent sound pressure level of 70 dBA at three feet. The combined sound pressure level of three HVAC units would be 75 dBA at three feet. An approximately four-foot parapet wall would be located on the roof. In addition, given that the HVAC units would be setback 10 feet from the edge of the roof, there would be an estimated noise reduction of at least 5 dBA from the rooftop parapet wall. Based on the distance to the residential property line to the west and the parapet wall attenuation, noise levels generated by the three rooftop HVAC units operating simultaneously would be approximately 50 dBA Leq at 30 feet, which would not cause an exceedance of the quietest measured nighttime ambient noise level at LT-1 of 53 dBA Leq by more than 5 decibels. Operational noise impacts associated with HVAC equipment would be less than significant.

Additional on-site noise sources such as landscape maintenance and conversations would be typical of noise generated by neighboring land uses and would not substantially contribute to overall ambient noise levels. Therefore, on-site operations would have a less than significant impact.

Off-site Traffic Noise
Based on traffic counts conducted by the City of Beverly Hills in 2019, North La Cienega Boulevard has a total average daily traffic (ADT) volume of approximately 24,300. As discussed in the Air Quality and Greenhouse Gas Emissions Technical Memorandum prepared by Rincon for the project, the project would generate approximately 1,040 daily trips. Therefore, project trips would increase traffic by approximately 4.3 percent over existing conditions on North La Cienega Boulevard. A 4.3 percent increase in traffic on a roadway would equate to an increase of approximately 0.2 dBA CNEL. Therefore, the project would not double the existing mobile noise source and would not increase noise levels by 3 dBA, which is considered a barely perceptible noise increase. Off-site traffic noise impacts would be less than significant.

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Issue 2: Would the project result in generation of excessive groundborne vibration or ground-borne noise levels?
Groundborne Vibration Impacts
The project does not include any substantial vibration sources associated with operation. Therefore, construction activities have the greatest potential to generate groundborne vibration affecting nearby receivers, especially during grading and excavation of the project site. According to the project applicant, pile driving is not proposed. Foundation piles would be drilled and set. Rubber-tire loaders would be used when within close distances to nearby buildings. According to the project applicant, construction activities would occur as close as 8 feet from adjacent commercial buildings to the north and south, 10 feet from adjacent residential buildings to the west, and 200 feet to the residential buildings to the east. Table 4 identifies vibration velocity levels at the nearby sensitive receptors for the various types of equipment that would operate during project construction.

Table 4 Construction Vibration Levels
Equipment
in/sec PPV
Adjacent Residential
Buildings to the
West
10 Feet
Residential Building
to the East
200 Feet
Adjacent
Commercial Building
to the North
8 Feet
Adjacent
Commercial Building
to the South
8 Feet
Large Bulldozer 0.352 0.004 0.492 0.492
Hoe Ram 0.352 0.004 0.492 0.492
Small Bulldozer 0.012 <0.001 0.017 0.017
Loaded Trucks 0.3 0.003 0.420 0.420
Drill Rig 0.352 0.004 0.492 0.492
Vibratory Plate
Compactor 0.28 0.003 0.391 0.391
Caltrans Threshold for
Building Damage 0.5 0.5 0.5 0.5
Threshold Exceeded? No No No No
Source: FTA 2018.

PPV = peak particle velocity; in/sec = inches per second 1 Vibration levels measured for caisson drilling were used to approximate vibration levels from shoring installation using a drill rig.

Vibration analysis worksheets are included in Attachment 2.

The City has not adopted specific standards for vibration impacts during construction. Therefore, the Caltrans Transportation and Construction Vibration Guidance Manual (2020) is used to evaluate construction vibration impacts related to potential building damage. Based on the Caltrans criteria, construction vibration impacts would be significant if vibration levels exceed 0.5 in/sec PPV at residential and commercial structures, which is the limit for potential building damage at these structures. Based on the information presented in Table 4, vibration levels could be up to approximately

0.492 in/sec PPV at the commercial buildings adjacent to the northern and southern boundaries of the project site. Therefore, construction vibration would not exceed the 0.5 in/sec PPV threshold for City of Beverly Hills
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structural damage to nearby residential and commercial structures and impacts would be less than significant.

Issue 3: For a project located within the vicinity of a private airstrip or an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project expose people residing or working in the project area to excessive noise levels?
Airport Noise Impacts
The airport nearest to the project site, Santa Monica Municipal Airport, is located approximately 5.4 miles to the southwest. The project would not be located within the 65 dBA CNEL noise contour of the Santa Monica Municipal Airport (Los Angeles County 2009). Therefore, no substantial noise exposure from airport noise would occur to workers or residents of the project and no impacts would occur.

Conclusion
The project would generate both temporary construction-related noise and long-term operational noise.

Project construction hours would occur on weekdays between the hours of 8:00 a.m. and 6:00 p.m. pursuant to BHMC Chapter 5-1-205. In addition, an after-hours construction permit would be acquired if construction would occur on a Saturday. The project’s stationary noise sources (e.g., HVAC units) would not exceed the City’s noise standards. Therefore, stationary noise impacts would be less than significant.

Project-generated traffic would generate an increase of less than 1 dBA at adjacent roadways. This is below the threshold of 3 dBA; therefore, the off-site traffic noise increase would be less than significant.

Furthermore, the project would generate groundborne vibration during construction; however, vibration would not exceed the applicable thresholds at the closest off-site structures adjacent to the north and south or the closest residences to the west. Therefore, construction-related vibration impacts would be less than significant. The project site is also outside the noise contour for the nearest airport (i.e., Santa Monica Airport).

Based on the findings of this technical memorandum, the project would result in less-than-significant noise and vibration impacts associated with temporary construction and long-term operation of the project.

Sincerely,
Rincon Consultants, Inc.

Josh Carman, INCE-USA
Director
Attachments
Attachment 1 Noise Fundamentals and Common Definitions
Attachment 2 Noise and Vibration Data and Calculations
Attachment 3 Manufacturer’s HVAC Specifications
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References
Beverly Hills, City of. 2022. Beverly Hills Municipal Code. Title 5, Chapter 1, Noise. ______. 2010. General Plan Noise Element.
http://www.beverlyhills.org/cbhfiles/storage/files/filebank/10284--8_Noise%2001122010.pdf (accessed January 2023).

Beverly Hills, City of. 2019. Beverly Hills Traffic Engineering, Traffic Flow Data. https://www.beverlyhills.org/departments/communitydevelopment/trafficengineering/ (accessed February 2023).

California Department of Transportation (Caltrans). 2013. Technical Noise Supplement to the Traffic Noise Analysis Protocol. (CT-HWANP-RT-13-069.25.2). https://www.dtscssfl.com/files/lib_ceqa/ref_draft_peir/Chap4_10- Noise/Caltrans_2013a_Tech_Noise_Supplement.pdf (accessed January 2023). ______. 2020. Transportation and Construction Vibration Guidance Manual. https://dot.ca.gov/- /media/dot-media/programs/environmental-analysis/documents/env/tcvgm-apr2020-a11y.pdf (accessed January 2023).

Federal Highway Administration (FHWA). 2006. FHWA Roadway Construction Noise Model User’s Guide. https://www.fhwa.dot.gov/environment/noise/construction_noise/rcnm/ (accessed January 2023).

Federal Transit Administration (FTA). 2018. Transit Noise and Vibration Impact Assessment Manual. https://www.transit.dot.gov/sites/fta.dot.gov/files/docs/research-innovation/118131/transitnoise-and-vibration-impact-assessment-manual-fta-report-no-0123_0.pdf (accessed January 2023).

Los Angeles County. 2009. Airport Land Use Commission. Santa Monica Municipal Airport. https://planning.lacounty.gov/aluc/airports (accessed January 2023).

United States Environmental Protection Agency. 1974. Information on levels of environmental noise requisite to protect public health and welfare with an adequate margin of safety. Report No. 550/9-74-004 March 1974. Available at: https://www.rosemonteis.us/documents/usepa-1974 (accessed January 2023).

Attachment 1
Noise and Vibration Fundamentals and Common Definitions Fundamentals of Noise
NOISE
Noise is most often defined as unwanted sound; whether it is loud, unpleasant, unexpected, or otherwise undesirable. Although sound can be easily measured, the perception of noise and the physical response to sound complicate the analysis of its impact on people. People judge the relative magnitude of sound sensation in subjective terms such as “noisiness” or “loudness.”
Noise Descriptors
The following are brief definitions of terminology used in this chapter:
▪ Sound. A disturbance created by a vibrating object, which, when transmitted by pressure waves through a medium such as air, is capable of being detected by a receiving mechanism, such as the human ear or a microphone.
▪ Noise. Sound that is loud, unpleasant, unexpected, or otherwise undesirable. ▪ Decibel (dB). A unitless measure of sound, expressed on a logarithmic scale and with respect to a defined reference sound pressure. The standard reference pressure is 20 micropascals (20 µPa). ▪ A-Weighted Decibel (dBA). An overall frequency-weighted sound level in decibels that approximates the frequency response of the human ear.
▪ Equivalent Continuous Noise Level (Leq); also called the Energy-Equivalent Noise Level. The value of an equivalent, steady sound level which, in a stated time period (often over an hour) and at a stated location, has the same A-weighted sound energy as the time-varying sound. Thus, the Leq metric is a single numerical value that represents the equivalent amount of variable sound energy received by a receptor over the specified duration.
▪ Statistical Sound Level (Ln). The sound level that is exceeded “n” percent of time during a given sample period. For example, the L50 level is the statistical indicator of the time-varying noise signal that is exceeded 50 percent of the time (during each sampling period); that is, half of the sampling time, the changing noise levels are above this value and half of the time they are below it. This is called the “median sound level.” The L10 level, likewise, is the value that is exceeded 10 percent of the time (i.e., near the maximum) and this is often known as the “intrusive sound level.” The L90 is the sound level exceeded 90 percent of the time and is often considered the “effective background level” or “residual noise level.”
▪ Maximum Sound Level (Lmax). The highest RMS sound level measured during the measurement period.
▪ Root Mean Square Sound Level (RMS). The square root of the average of the square of the sound pressure over the measurement period.
▪ Day-Night Sound Level (Ldn or DNL). The energy-average of the A-weighted sound levels occurring during a 24-hour period, with 10 dB added to the sound levels occurring during the period from 10:00 PM to 7:00 AM.
▪ Community Noise Equivalent Level (CNEL). The energy average of the A-weighted sound levels occurring during a 24-hour period, with 5 dB added from 7:00 PM to 10:00 PM and 10 dB from 10:00 PM to 7:00 AM. NOTE: For general community/environmental noise, CNEL and Ldn values rarely differ by more than 1 dB (with the CNEL being only slightly more restrictive – that is, higher than the Ldn value). As a matter of practice, Ldn and CNEL values are interchangeable and are treated as equivalent in this assessment.
▪ Peak Particle Velocity (PPV). The peak rate of speed at which soil particles move (e.g., inches per second) due to ground vibration.
▪ Sensitive Receptor. Noise- and vibration-sensitive receptors include land uses where quiet environments are necessary for enjoyment and public health and safety. Residences, schools, motels and hotels, libraries, religious institutions, hospitals, and nursing homes are examples.

Characteristics of Sound
When an object vibrates, it radiates part of its energy in the form of a pressure wave. Sound is that pressure wave transmitted through the air. Technically, airborne sound is a rapid fluctuation or oscillation of air pressure above and below atmospheric pressure that creates sound waves.

Sound can be described in terms of amplitude (loudness), frequency (pitch), or duration (time). Loudness or amplitude is measured in dB, frequency or pitch is measured in Hertz [Hz] or cycles per second, and duration or time variations is measured in seconds or minutes.

Amplitude
Unlike linear units such as inches or pounds, decibels are measured on a logarithmic scale. Because of the physical characteristics of noise transmission and perception, the relative loudness of sound does not closely match the actual amounts of sound energy. Table 1 presents the subjective effect of changes in sound pressure levels. Ambient sounds generally range from 30 dBA (very quiet) to 100 dBA (very loud). Changes of 1 to 3 dB are detectable under quiet, controlled conditions, and changes of less than 1 dB are usually not discernible (even under ideal conditions). A 3 dB change in noise levels is considered the minimum change that is detectable with human hearing in outside environments. A change of 5 dB is readily discernible to most people in an exterior environment, and a 10 dB change is perceived as a doubling (or halving) of the sound.

Table 1 Noise Perceptibility
Change in dB Noise Level
± 3 dB Barely perceptible increase
± 5 dB Readily perceptible increase
± 10 dB Twice or half as loud
± 20 dB Four times or one-quarter as loud
Source: California Department of Transportation (Caltrans). 2013, September. Technical Noise Supplement (“TeNS”).

Frequency
The human ear is not equally sensitive to all frequencies. Sound waves below 16 Hz are not heard at all, but are “felt” more as a vibration. Similarly, though people with extremely sensitive hearing can hear sounds as high as 20,000 Hz, most people cannot hear above 15,000 Hz. In all cases, hearing acuity falls off rapidly above about 10,000 Hz and below about 200 Hz.

When describing sound and its effect on a human population, A-weighted (dBA) sound levels are typically used to approximate the response of the human ear. The A-weighted noise level has been found to correlate well with people’s judgments of the “noisiness” of different sounds and has been used for many years as a measure of community and industrial noise. Although the A-weighted scale and the energy-equivalent metric are commonly used to quantify the range of human response to individual events or general community sound levels, the degree of annoyance or other response also depends on several other perceptibility factors, including:
▪ Ambient (background) sound level
▪ General nature of the existing conditions (e.g., quiet rural or busy urban) ▪ Difference between the magnitude of the sound event level and the ambient condition ▪ Duration of the sound event
▪ Number of event occurrences and their repetitiveness
▪ Time of day that the event occurs
Duration
Time variation in noise exposure is typically expressed in terms of a steady-state energy level equal to the energy content of the time varying period (called Leq), or alternately, as a statistical description of the sound level that is exceeded over some fraction of a given observation period. For example, the L50 noise level represents the noise level that is exceeded 50 percent of the time; half the time the noise level exceeds this level and half the time the noise level is less than this level. This level is also representative of the level that is exceeded 30 minutes in an hour. Similarly, the L2, L8 and L25 values represent the noise levels that are exceeded 2, 8, and 25 percent of the time or 1, 5, and 15 minutes per hour, respectively. These “n” values are typically used to demonstrate compliance for stationary noise sources with many cities’ noise ordinances.

Other values typically noted during a noise survey are the Lmin and Lmax. These values represent the minimum and maximum root-mean-square noise levels obtained over the measurement period, respectively.

Because community receptors are more sensitive to unwanted noise intrusion during the evening and at night, state law and many local jurisdictions use an adjusted 24-hour noise descriptor called the Community Noise Equivalent Level (CNEL) or Day-Night Noise Level (Ldn). The CNEL descriptor requires that an artificial increment (or “penalty”) of 5 dBA be added to the actual noise level for the hours from 7:00 PM to 10:00 PM and 10 dBA for the hours from 10:00 PM to 7:00 AM. The Ldn descriptor uses the same methodology except that there is no artificial increment added to the hours between 7:00 PM and 10:00 PM. Both descriptors give roughly the same 24-hour level, with the CNEL being only slightly more restrictive (i.e., higher). The CNEL or Ldn metrics are commonly applied to the assessment of roadway and airport-related noise sources.

Sound Propagation
Sound dissipates exponentially with distance from the noise source. This phenomenon is known as “spreading loss.” For a single-point source, sound levels decrease by approximately 6 dB for each doubling of distance from the source (conservatively neglecting ground attenuation effects, air absorption factors, and barrier shielding). For example, if a backhoe at 50 feet generates 84 dBA, at 100 feet the noise level would be 79 dBA, and at 200 feet it would be 73 dBA. This drop-off rate is appropriate for noise generated by on-site operations from stationary equipment or activity at a project site. If noise is produced by a line source, such as highway traffic, the sound decreases by 3 dB for each doubling of distance over a reflective (“hard site”) surface such as concrete or asphalt. Line source noise in a relatively flat environment with ground-level absorptive vegetation decreases by an additional 1.5 dB for each doubling of distance.

Psychological and Physiological Effects of Noise
Physical damage to human hearing begins at prolonged exposure to noise levels higher than 85 dBA.

Exposure to high noise levels affects the entire system, with prolonged noise exposure in excess of 75 dBA increasing body tensions, thereby affecting blood pressure and functions of the heart and the nervous system.

Extended periods of noise exposure above 90 dBA results in permanent cell damage, which is the main driver for employee hearing protection regulations in the workplace. For community environments, the ambient or background noise problem is widespread, through generally worse in urban areas than in outlying, lessdeveloped areas. Elevated ambient noise levels can result in noise interference (e.g., speech interruption/masking, sleep disturbance, disturbance of concentration) and cause annoyance. Since most people do not routinely work with decibels or A-weighted sound levels, it is often difficult to appreciate what a given sound pressure level number means. To help relate noise level values to common experience, Table 2 shows typical noise levels from familiar sources.

Table 2 Typical Noise Levels
Common Outdoor Activities
Noise Level
(dBA) Common Indoor Activities
Onset of physical discomfort 120+
110 Rock Band (near amplification system)
Jet Flyover at 1,000 feet
100
Gas Lawn Mower at three feet
90 Diesel Truck at 50 feet, at 50 mph Food Blender at 3 feet 80 Garbage Disposal at 3 feet
Noisy Urban Area, Daytime
70 Vacuum Cleaner at 10 feet
Commercial Area Normal speech at 3 feet
Heavy Traffic at 300 feet 60
Large Business Office
Quiet Urban Daytime 50 Dishwasher Next Room
Quiet Urban Nighttime 40 Theater, Large Conference Room (background) Quiet Suburban Nighttime
30 Library
Quiet Rural Nighttime Bedroom at Night, Concert Hall (background) 20 Broadcast/Recording Studio
10 Lowest Threshold of Human Hearing 0 Lowest Threshold of Human Hearing Source: California Department of Transportation (Caltrans). 2013, September. Technical Noise Supplement (“TeNS”).

Vibration Fundamentals
Vibration is an oscillatory motion through a solid medium in which the motion’s amplitude can be described in terms of displacement, velocity, or acceleration. Vibration is normally associated with activities stemming from operations of railroads or vibration-intensive stationary sources, but can also be associated with construction equipment such as jackhammers, pile drivers, and hydraulic hammers. As with noise, vibration can be described by both its amplitude and frequency. Vibration displacement is the distance that a point on a surface moves away from its original static position; velocity is the instantaneous speed that a point on a surface moves; and acceleration is the rate of change of the speed. Each of these descriptors can be used to correlate vibration to human response, building damage, and acceptable equipment vibration levels. During construction, the operation of construction equipment can cause groundborne vibration. During the operational phase of a project, receptors may be subject to levels of vibration that can cause annoyance due to noise generated from vibration of a structure or items within a structure.

Vibration amplitudes are usually described in terms of either the peak particle velocity (PPV) or the root mean square (RMS) velocity. PPV is the maximum instantaneous peak of the vibration signal and RMS is the square root of the average of the squared amplitude of the signal. PPV is more appropriate for evaluating potential building damage and RMS is typically more suitable for evaluating human response.

Attachment 2
Noise and Vibration Data and Calculations
- Freq Weight : A
- Time Weight : SLOW
- Level Range : 40-100
- Max dB : 72.1 - 2023/10/12 12:57:52
- Level Range : 40-100
- SEL : 87.9
- Leq : 58.4
-
No.s Date Time (dB)
----------------------------------------------------------------------- 1 2023/10/12 12:48:14 56.1
2 2023/10/12 12:48:17 57.0
3 2023/10/12 12:48:20 54.1
4 2023/10/12 12:48:23 56.4
5 2023/10/12 12:48:26 56.4
6 2023/10/12 12:48:29 61.7
7 2023/10/12 12:48:32 58.7
8 2023/10/12 12:48:35 55.0
9 2023/10/12 12:48:38 53.0
10 2023/10/12 12:48:41 54.7
11 2023/10/12 12:48:44 54.6
12 2023/10/12 12:48:47 61.7
13 2023/10/12 12:48:50 60.6
14 2023/10/12 12:48:53 54.7
15 2023/10/12 12:48:56 54.1
16 2023/10/12 12:48:59 54.1
17 2023/10/12 12:49:02 54.5
18 2023/10/12 12:49:05 55.2
19 2023/10/12 12:49:08 55.0
20 2023/10/12 12:49:11 54.0
21 2023/10/12 12:49:14 53.8
22 2023/10/12 12:49:17 54.1
23 2023/10/12 12:49:20 56.0
24 2023/10/12 12:49:23 66.4
25 2023/10/12 12:49:26 59.6
26 2023/10/12 12:49:29 62.1
27 2023/10/12 12:49:32 61.9
28 2023/10/12 12:49:35 56.8
29 2023/10/12 12:49:38 62.9
30 2023/10/12 12:49:41 56.3
31 2023/10/12 12:49:44 63.5
32 2023/10/12 12:49:47 63.3
33 2023/10/12 12:49:50 55.6
34 2023/10/12 12:49:53 54.2
35 2023/10/12 12:49:56 55.3
36 2023/10/12 12:49:59 64.0
37 2023/10/12 12:50:02 57.9
38 2023/10/12 12:50:05 52.3
39 2023/10/12 12:50:08 51.9
40 2023/10/12 12:50:11 54.5
41 2023/10/12 12:50:14 52.9
42 2023/10/12 12:50:17 52.0
43 2023/10/12 12:50:20 51.6
44 2023/10/12 12:50:23 52.0
45 2023/10/12 12:50:26 52.9
46 2023/10/12 12:50:29 51.5
47 2023/10/12 12:50:32 52.0
48 2023/10/12 12:50:35 51.7
49 2023/10/12 12:50:38 54.5
50 2023/10/12 12:50:41 53.6
51 2023/10/12 12:50:44 52.7
52 2023/10/12 12:50:47 52.3
53 2023/10/12 12:50:50 53.5
54 2023/10/12 12:50:53 51.0
55 2023/10/12 12:50:56 52.4
56 2023/10/12 12:50:59 51.9
57 2023/10/12 12:51:02 52.2
58 2023/10/12 12:51:05 53.2
59 2023/10/12 12:51:08 52.7
60 2023/10/12 12:51:11 52.4
61 2023/10/12 12:51:14 51.5
62 2023/10/12 12:51:17 49.9
63 2023/10/12 12:51:20 50.4
64 2023/10/12 12:51:23 51.3
65 2023/10/12 12:51:26 52.3
66 2023/10/12 12:51:29 60.3
67 2023/10/12 12:51:32 55.3
68 2023/10/12 12:51:35 53.4
69 2023/10/12 12:51:38 52.6
70 2023/10/12 12:51:41 52.2
71 2023/10/12 12:51:44 51.7
72 2023/10/12 12:51:47 51.4
73 2023/10/12 12:51:50 51.1
74 2023/10/12 12:51:53 52.2
75 2023/10/12 12:51:56 63.2
76 2023/10/12 12:51:59 62.6
77 2023/10/12 12:52:02 54.8
78 2023/10/12 12:52:05 59.3
79 2023/10/12 12:52:08 61.1
80 2023/10/12 12:52:11 56.7
81 2023/10/12 12:52:14 53.8
82 2023/10/12 12:52:17 53.6
83 2023/10/12 12:52:20 54.0
84 2023/10/12 12:52:23 55.4
85 2023/10/12 12:52:26 52.2
86 2023/10/12 12:52:29 57.1
87 2023/10/12 12:52:32 60.2
88 2023/10/12 12:52:35 54.8
89 2023/10/12 12:52:38 52.0
90 2023/10/12 12:52:41 54.3
91 2023/10/12 12:52:44 56.6
92 2023/10/12 12:52:47 56.5
93 2023/10/12 12:52:50 53.8
94 2023/10/12 12:52:53 52.8
95 2023/10/12 12:52:56 53.8
96 2023/10/12 12:52:59 55.3
97 2023/10/12 12:53:02 64.9
98 2023/10/12 12:53:05 60.2
99 2023/10/12 12:53:08 55.3
100 2023/10/12 12:53:11 61.1
101 2023/10/12 12:53:14 62.0
102 2023/10/12 12:53:17 55.1
103 2023/10/12 12:53:20 53.5
104 2023/10/12 12:53:23 51.8
105 2023/10/12 12:53:26 51.8
106 2023/10/12 12:53:29 50.7
107 2023/10/12 12:53:32 49.9
108 2023/10/12 12:53:35 51.2
109 2023/10/12 12:53:38 51.0
110 2023/10/12 12:53:41 56.5
111 2023/10/12 12:53:44 57.2
112 2023/10/12 12:53:47 57.2
113 2023/10/12 12:53:50 59.1
114 2023/10/12 12:53:53 54.7
115 2023/10/12 12:53:56 57.4
116 2023/10/12 12:53:59 61.2
117 2023/10/12 12:54:02 66.7
118 2023/10/12 12:54:05 67.4
119 2023/10/12 12:54:08 62.0
120 2023/10/12 12:54:11 54.8
121 2023/10/12 12:54:14 52.2
122 2023/10/12 12:54:17 52.9
123 2023/10/12 12:54:20 53.9
124 2023/10/12 12:54:23 51.3
125 2023/10/12 12:54:26 51.7
126 2023/10/12 12:54:29 52.7
127 2023/10/12 12:54:32 52.0
128 2023/10/12 12:54:35 53.0
129 2023/10/12 12:54:38 52.7
130 2023/10/12 12:54:41 60.8
131 2023/10/12 12:54:44 62.7
132 2023/10/12 12:54:47 57.3
133 2023/10/12 12:54:50 61.6
134 2023/10/12 12:54:53 64.4
135 2023/10/12 12:54:56 55.7
136 2023/10/12 12:54:59 53.6
137 2023/10/12 12:55:02 53.1
138 2023/10/12 12:55:05 53.2
139 2023/10/12 12:55:08 52.4
140 2023/10/12 12:55:11 54.3
141 2023/10/12 12:55:14 53.5
142 2023/10/12 12:55:17 52.9
143 2023/10/12 12:55:20 53.0
144 2023/10/12 12:55:23 53.9
145 2023/10/12 12:55:26 55.0
146 2023/10/12 12:55:29 55.8
147 2023/10/12 12:55:32 54.9
148 2023/10/12 12:55:35 54.4
149 2023/10/12 12:55:38 51.9
150 2023/10/12 12:55:41 53.6
151 2023/10/12 12:55:44 54.4
152 2023/10/12 12:55:47 53.7
153 2023/10/12 12:55:50 57.3
154 2023/10/12 12:55:53 60.8
155 2023/10/12 12:55:56 55.6
156 2023/10/12 12:55:59 53.1
157 2023/10/12 12:56:02 53.5
158 2023/10/12 12:56:05 54.1
159 2023/10/12 12:56:08 67.9
160 2023/10/12 12:56:11 59.2
161 2023/10/12 12:56:14 62.2
162 2023/10/12 12:56:17 59.4
163 2023/10/12 12:56:20 54.1
164 2023/10/12 12:56:23 53.3
165 2023/10/12 12:56:26 55.1
166 2023/10/12 12:56:29 54.4
167 2023/10/12 12:56:32 55.6
168 2023/10/12 12:56:35 55.3
169 2023/10/12 12:56:38 53.9
170 2023/10/12 12:56:41 53.0
171 2023/10/12 12:56:44 51.8
172 2023/10/12 12:56:47 53.2
173 2023/10/12 12:56:50 54.6
174 2023/10/12 12:56:53 54.8
175 2023/10/12 12:56:56 57.1
176 2023/10/12 12:56:59 56.1
177 2023/10/12 12:57:02 55.7
178 2023/10/12 12:57:05 54.7
179 2023/10/12 12:57:08 55.5
180 2023/10/12 12:57:11 55.6
181 2023/10/12 12:57:14 54.5
182 2023/10/12 12:57:17 57.4
183 2023/10/12 12:57:20 67.0
184 2023/10/12 12:57:23 61.0
185 2023/10/12 12:57:26 65.8
186 2023/10/12 12:57:29 58.0
187 2023/10/12 12:57:32 53.6
188 2023/10/12 12:57:35 52.9
189 2023/10/12 12:57:38 60.6
190 2023/10/12 12:57:41 60.5
191 2023/10/12 12:57:44 55.8
192 2023/10/12 12:57:47 56.8
193 2023/10/12 12:57:50 70.9
194 2023/10/12 12:57:53 60.7
195 2023/10/12 12:57:56 55.7
196 2023/10/12 12:57:59 56.3
197 2023/10/12 12:58:02 55.3
198 2023/10/12 12:58:05 56.5
199 2023/10/12 12:58:08 56.1
200 2023/10/12 12:58:11 64.3
201 2023/10/12 12:58:14 64.7
202 2023/10/12 12:58:17 62.7
203 2023/10/12 12:58:20 58.1
204 2023/10/12 12:58:23 57.1
205 2023/10/12 12:58:26 56.3
206 2023/10/12 12:58:29 54.3
207 2023/10/12 12:58:32 54.8
208 2023/10/12 12:58:35 55.0
209 2023/10/12 12:58:38 54.0
210 2023/10/12 12:58:41 53.1
211 2023/10/12 12:58:44 57.4
212 2023/10/12 12:58:47 55.5
213 2023/10/12 12:58:50 54.0
214 2023/10/12 12:58:53 54.2
215 2023/10/12 12:58:56 55.5
216 2023/10/12 12:58:59 54.5
217 2023/10/12 12:59:02 63.5
218 2023/10/12 12:59:05 65.9
219 2023/10/12 12:59:08 62.0
220 2023/10/12 12:59:11 56.5
221 2023/10/12 12:59:14 54.0
222 2023/10/12 12:59:17 54.3
223 2023/10/12 12:59:20 54.8
224 2023/10/12 12:59:23 55.4
225 2023/10/12 12:59:26 54.2
226 2023/10/12 12:59:29 54.1
227 2023/10/12 12:59:32 54.1
228 2023/10/12 12:59:35 54.0
229 2023/10/12 12:59:38 54.2
230 2023/10/12 12:59:41 55.5
231 2023/10/12 12:59:44 58.4
232 2023/10/12 12:59:47 70.1
233 2023/10/12 12:59:50 61.4
234 2023/10/12 12:59:53 55.9
235 2023/10/12 12:59:56 54.8
236 2023/10/12 12:59:59 54.3
237 2023/10/12 13:00:02 55.2
238 2023/10/12 13:00:05 55.7
239 2023/10/12 13:00:08 55.9
240 2023/10/12 13:00:11 56.0
241 2023/10/12 13:00:14 56.1
242 2023/10/12 13:00:17 56.5
243 2023/10/12 13:00:20 56.1
244 2023/10/12 13:00:23 54.7
245 2023/10/12 13:00:26 55.1
246 2023/10/12 13:00:29 55.1
247 2023/10/12 13:00:32 54.6
248 2023/10/12 13:00:35 55.5
249 2023/10/12 13:00:38 60.6
250 2023/10/12 13:00:41 65.8
251 2023/10/12 13:00:44 67.9
252 2023/10/12 13:00:47 58.7
253 2023/10/12 13:00:50 55.9
254 2023/10/12 13:00:53 61.0
255 2023/10/12 13:00:56 58.4
256 2023/10/12 13:00:59 53.7
257 2023/10/12 13:01:02 52.3
258 2023/10/12 13:01:05 52.9
259 2023/10/12 13:01:08 52.4
260 2023/10/12 13:01:11 55.1
261 2023/10/12 13:01:14 57.5
262 2023/10/12 13:01:17 59.3
263 2023/10/12 13:01:20 58.5
264 2023/10/12 13:01:23 58.6
265 2023/10/12 13:01:26 61.0
266 2023/10/12 13:01:29 62.4
267 2023/10/12 13:01:32 57.6
268 2023/10/12 13:01:35 56.0
269 2023/10/12 13:01:38 53.4
270 2023/10/12 13:01:41 51.7
271 2023/10/12 13:01:44 50.4
272 2023/10/12 13:01:47 52.7
273 2023/10/12 13:01:50 61.2
274 2023/10/12 13:01:53 61.2
275 2023/10/12 13:01:56 54.0
276 2023/10/12 13:01:59 50.8
277 2023/10/12 13:02:02 50.3
278 2023/10/12 13:02:05 51.5
279 2023/10/12 13:02:08 61.5
280 2023/10/12 13:02:11 64.4
281 2023/10/12 13:02:14 55.3
282 2023/10/12 13:02:17 50.4
283 2023/10/12 13:02:20 50.5
284 2023/10/12 13:02:23 49.0
285 2023/10/12 13:02:26 50.9
286 2023/10/12 13:02:29 52.8
287 2023/10/12 13:02:32 51.7
288 2023/10/12 13:02:35 52.8
289 2023/10/12 13:02:38 52.1
290 2023/10/12 13:02:41 50.6
291 2023/10/12 13:02:44 51.6
292 2023/10/12 13:02:47 52.4
293 2023/10/12 13:02:50 55.1
294 2023/10/12 13:02:53 51.4
295 2023/10/12 13:02:56 51.7
296 2023/10/12 13:02:59 48.9
297 2023/10/12 13:03:02 51.8
298 2023/10/12 13:03:05 53.6
299 2023/10/12 13:03:08 50.8
300 2023/10/12 13:03:11 49.8
- Freq Weight : A
- Time Weight : SLOW
- Level Range : 40-100
- Max dB : 76.6 - 2023/10/12 13:10:21
- Level Range : 40-100
- SEL : 95.5
- Leq : 66.0
-
No.s Date Time (dB)
----------------------------------------------------------------------- 1 2023/10/12 13:09:13 59.3
2 2023/10/12 13:09:16 55.6
3 2023/10/12 13:09:19 56.5
4 2023/10/12 13:09:22 58.1
5 2023/10/12 13:09:25 61.1
6 2023/10/12 13:09:28 64.1
7 2023/10/12 13:09:31 61.1
8 2023/10/12 13:09:34 61.9
9 2023/10/12 13:09:37 60.5
10 2023/10/12 13:09:40 61.8
11 2023/10/12 13:09:43 63.2
12 2023/10/12 13:09:46 62.5
13 2023/10/12 13:09:49 61.8
14 2023/10/12 13:09:52 61.7
15 2023/10/12 13:09:55 62.0
16 2023/10/12 13:09:58 62.4
17 2023/10/12 13:10:01 63.0
18 2023/10/12 13:10:04 66.2
19 2023/10/12 13:10:07 64.1
20 2023/10/12 13:10:10 68.1
21 2023/10/12 13:10:13 71.8
22 2023/10/12 13:10:16 72.4
23 2023/10/12 13:10:19 75.8
24 2023/10/12 13:10:22 70.0
25 2023/10/12 13:10:25 68.2
26 2023/10/12 13:10:28 67.0
27 2023/10/12 13:10:31 65.6
28 2023/10/12 13:10:34 65.3
29 2023/10/12 13:10:37 61.4
30 2023/10/12 13:10:40 63.7
31 2023/10/12 13:10:43 67.4
32 2023/10/12 13:10:46 65.2
33 2023/10/12 13:10:49 63.6
34 2023/10/12 13:10:52 65.3
35 2023/10/12 13:10:55 66.1
36 2023/10/12 13:10:58 66.0
37 2023/10/12 13:11:01 65.9
38 2023/10/12 13:11:04 63.8
39 2023/10/12 13:11:07 64.1
40 2023/10/12 13:11:10 62.3
41 2023/10/12 13:11:13 62.8
42 2023/10/12 13:11:16 63.0
43 2023/10/12 13:11:19 62.2
44 2023/10/12 13:11:22 67.3
45 2023/10/12 13:11:25 66.3
46 2023/10/12 13:11:28 69.0
47 2023/10/12 13:11:31 68.8
48 2023/10/12 13:11:34 67.5
49 2023/10/12 13:11:37 67.9
50 2023/10/12 13:11:40 66.8
51 2023/10/12 13:11:43 67.7
52 2023/10/12 13:11:46 68.7
53 2023/10/12 13:11:49 66.1
54 2023/10/12 13:11:52 64.4
55 2023/10/12 13:11:55 67.3
56 2023/10/12 13:11:58 64.1
57 2023/10/12 13:12:01 62.4
58 2023/10/12 13:12:04 67.7
59 2023/10/12 13:12:07 68.3
60 2023/10/12 13:12:10 70.2
61 2023/10/12 13:12:13 64.5
62 2023/10/12 13:12:16 66.1
63 2023/10/12 13:12:19 66.2
64 2023/10/12 13:12:22 65.3
65 2023/10/12 13:12:25 64.3
66 2023/10/12 13:12:28 64.7
67 2023/10/12 13:12:31 64.1
68 2023/10/12 13:12:34 62.2
69 2023/10/12 13:12:37 66.2
70 2023/10/12 13:12:40 65.3
71 2023/10/12 13:12:43 63.8
72 2023/10/12 13:12:46 68.2
73 2023/10/12 13:12:49 65.2
74 2023/10/12 13:12:52 65.3
75 2023/10/12 13:12:55 62.0
76 2023/10/12 13:12:58 61.0
77 2023/10/12 13:13:01 67.1
78 2023/10/12 13:13:04 67.2
79 2023/10/12 13:13:07 63.0
80 2023/10/12 13:13:10 63.4
81 2023/10/12 13:13:13 64.7
82 2023/10/12 13:13:16 63.7
83 2023/10/12 13:13:19 67.7
84 2023/10/12 13:13:22 65.4
85 2023/10/12 13:13:25 63.0
86 2023/10/12 13:13:28 66.1
87 2023/10/12 13:13:31 64.0
88 2023/10/12 13:13:34 66.5
89 2023/10/12 13:13:37 62.0
90 2023/10/12 13:13:40 64.5
91 2023/10/12 13:13:43 67.2
92 2023/10/12 13:13:46 62.2
93 2023/10/12 13:13:49 66.6
94 2023/10/12 13:13:52 67.8
95 2023/10/12 13:13:55 65.4
96 2023/10/12 13:13:58 64.7
97 2023/10/12 13:14:01 65.6
98 2023/10/12 13:14:04 65.3
99 2023/10/12 13:14:07 67.4
100 2023/10/12 13:14:10 62.5
101 2023/10/12 13:14:13 66.2
102 2023/10/12 13:14:16 63.4
103 2023/10/12 13:14:19 63.5
104 2023/10/12 13:14:22 66.4
105 2023/10/12 13:14:25 62.7
106 2023/10/12 13:14:28 66.4
107 2023/10/12 13:14:31 62.9
108 2023/10/12 13:14:34 66.9
109 2023/10/12 13:14:37 67.9
110 2023/10/12 13:14:40 68.7
111 2023/10/12 13:14:43 66.3
112 2023/10/12 13:14:46 64.9
113 2023/10/12 13:14:49 62.5
114 2023/10/12 13:14:52 61.3
115 2023/10/12 13:14:55 62.0
116 2023/10/12 13:14:58 61.8
117 2023/10/12 13:15:01 61.1
118 2023/10/12 13:15:04 62.5
119 2023/10/12 13:15:07 61.4
120 2023/10/12 13:15:10 62.3
121 2023/10/12 13:15:13 62.0
122 2023/10/12 13:15:16 63.7
123 2023/10/12 13:15:19 63.1
124 2023/10/12 13:15:22 63.7
125 2023/10/12 13:15:25 64.4
126 2023/10/12 13:15:28 63.3
127 2023/10/12 13:15:31 63.0
128 2023/10/12 13:15:34 64.4
129 2023/10/12 13:15:37 65.3
130 2023/10/12 13:15:40 66.8
131 2023/10/12 13:15:43 62.3
132 2023/10/12 13:15:46 63.4
133 2023/10/12 13:15:49 64.0
134 2023/10/12 13:15:52 63.5
135 2023/10/12 13:15:55 64.5
136 2023/10/12 13:15:58 62.1
137 2023/10/12 13:16:01 64.4
138 2023/10/12 13:16:04 63.8
139 2023/10/12 13:16:07 63.6
140 2023/10/12 13:16:10 63.0
141 2023/10/12 13:16:13 63.7
142 2023/10/12 13:16:16 62.7
143 2023/10/12 13:16:19 64.0
144 2023/10/12 13:16:22 63.1
145 2023/10/12 13:16:25 63.5
146 2023/10/12 13:16:28 65.9
147 2023/10/12 13:16:31 64.4
148 2023/10/12 13:16:34 62.5
149 2023/10/12 13:16:37 64.3
150 2023/10/12 13:16:40 63.7
151 2023/10/12 13:16:43 65.9
152 2023/10/12 13:16:46 65.6
153 2023/10/12 13:16:49 67.4
154 2023/10/12 13:16:52 68.5
155 2023/10/12 13:16:55 67.8
156 2023/10/12 13:16:58 69.0
157 2023/10/12 13:17:01 69.8
158 2023/10/12 13:17:04 65.4
159 2023/10/12 13:17:07 64.0
160 2023/10/12 13:17:10 58.9
161 2023/10/12 13:17:13 54.5
162 2023/10/12 13:17:16 55.2
163 2023/10/12 13:17:19 62.9
164 2023/10/12 13:17:22 66.3
165 2023/10/12 13:17:25 67.9
166 2023/10/12 13:17:28 67.5
167 2023/10/12 13:17:31 63.8
168 2023/10/12 13:17:34 66.6
169 2023/10/12 13:17:37 62.8
170 2023/10/12 13:17:40 62.9
171 2023/10/12 13:17:43 67.1
172 2023/10/12 13:17:46 64.0
173 2023/10/12 13:17:49 62.7
174 2023/10/12 13:17:52 63.4
175 2023/10/12 13:17:55 67.4
176 2023/10/12 13:17:58 64.2
177 2023/10/12 13:18:01 66.7
178 2023/10/12 13:18:04 64.1
179 2023/10/12 13:18:07 64.4
180 2023/10/12 13:18:10 64.1
181 2023/10/12 13:18:13 63.1
182 2023/10/12 13:18:16 64.5
183 2023/10/12 13:18:19 65.0
184 2023/10/12 13:18:22 64.1
185 2023/10/12 13:18:25 64.7
186 2023/10/12 13:18:28 62.7
187 2023/10/12 13:18:31 62.6
188 2023/10/12 13:18:34 63.1
189 2023/10/12 13:18:37 69.1
190 2023/10/12 13:18:40 68.2
191 2023/10/12 13:18:43 67.6
192 2023/10/12 13:18:46 68.2
193 2023/10/12 13:18:49 65.5
194 2023/10/12 13:18:52 64.1
195 2023/10/12 13:18:55 66.5
196 2023/10/12 13:18:58 66.3
197 2023/10/12 13:19:01 67.1
198 2023/10/12 13:19:04 64.2
199 2023/10/12 13:19:07 63.4
200 2023/10/12 13:19:10 65.4
201 2023/10/12 13:19:13 61.6
202 2023/10/12 13:19:16 63.3
203 2023/10/12 13:19:19 62.7
204 2023/10/12 13:19:22 68.0
205 2023/10/12 13:19:25 66.3
206 2023/10/12 13:19:28 68.3
207 2023/10/12 13:19:31 66.8
208 2023/10/12 13:19:34 65.7
209 2023/10/12 13:19:37 67.0
210 2023/10/12 13:19:40 65.1
211 2023/10/12 13:19:43 66.8
212 2023/10/12 13:19:46 65.4
213 2023/10/12 13:19:49 64.2
214 2023/10/12 13:19:52 71.2
215 2023/10/12 13:19:55 69.5
216 2023/10/12 13:19:58 68.8
217 2023/10/12 13:20:01 62.9
218 2023/10/12 13:20:04 63.4
219 2023/10/12 13:20:07 63.5
220 2023/10/12 13:20:10 62.4
221 2023/10/12 13:20:13 63.9
222 2023/10/12 13:20:16 66.4
223 2023/10/12 13:20:19 69.8
224 2023/10/12 13:20:22 70.2
225 2023/10/12 13:20:25 68.3
226 2023/10/12 13:20:28 69.6
227 2023/10/12 13:20:31 65.8
228 2023/10/12 13:20:34 70.2
229 2023/10/12 13:20:37 71.3
230 2023/10/12 13:20:40 70.7
231 2023/10/12 13:20:43 65.1
232 2023/10/12 13:20:46 69.9
233 2023/10/12 13:20:49 65.0
234 2023/10/12 13:20:52 66.6
235 2023/10/12 13:20:55 64.3
236 2023/10/12 13:20:58 66.0
237 2023/10/12 13:21:01 67.3
238 2023/10/12 13:21:04 67.1
239 2023/10/12 13:21:07 66.1
240 2023/10/12 13:21:10 68.1
241 2023/10/12 13:21:13 67.8
242 2023/10/12 13:21:16 68.6
243 2023/10/12 13:21:19 66.2
244 2023/10/12 13:21:22 59.8
245 2023/10/12 13:21:25 60.8
246 2023/10/12 13:21:28 68.7
247 2023/10/12 13:21:31 64.4
248 2023/10/12 13:21:34 62.5
249 2023/10/12 13:21:37 65.3
250 2023/10/12 13:21:40 65.3
251 2023/10/12 13:21:43 65.2
252 2023/10/12 13:21:46 66.2
253 2023/10/12 13:21:49 65.8
254 2023/10/12 13:21:52 66.2
255 2023/10/12 13:21:55 66.3
256 2023/10/12 13:21:58 66.7
257 2023/10/12 13:22:01 66.6
258 2023/10/12 13:22:04 66.8
259 2023/10/12 13:22:07 66.8
260 2023/10/12 13:22:10 68.8
261 2023/10/12 13:22:13 66.9
262 2023/10/12 13:22:16 65.6
263 2023/10/12 13:22:19 65.0
264 2023/10/12 13:22:22 63.3
265 2023/10/12 13:22:25 57.1
266 2023/10/12 13:22:28 61.3
267 2023/10/12 13:22:31 63.9
268 2023/10/12 13:22:34 62.3
269 2023/10/12 13:22:37 61.9
270 2023/10/12 13:22:40 63.9
271 2023/10/12 13:22:43 63.0
272 2023/10/12 13:22:46 65.5
273 2023/10/12 13:22:49 66.8
274 2023/10/12 13:22:52 64.4
275 2023/10/12 13:22:55 67.5
276 2023/10/12 13:22:58 67.0
277 2023/10/12 13:23:01 67.0
278 2023/10/12 13:23:04 67.1
279 2023/10/12 13:23:07 67.1
280 2023/10/12 13:23:10 66.5
281 2023/10/12 13:23:13 67.7
282 2023/10/12 13:23:16 67.5
283 2023/10/12 13:23:19 67.0
284 2023/10/12 13:23:22 67.4
285 2023/10/12 13:23:25 67.5
286 2023/10/12 13:23:28 67.1
287 2023/10/12 13:23:31 67.6
288 2023/10/12 13:23:34 67.6
289 2023/10/12 13:23:37 65.5
290 2023/10/12 13:23:40 67.8
291 2023/10/12 13:23:43 65.3
292 2023/10/12 13:23:46 65.3
293 2023/10/12 13:23:49 63.8
294 2023/10/12 13:23:52 67.2
295 2023/10/12 13:23:55 67.0
296 2023/10/12 13:23:58 67.8
297 2023/10/12 13:24:01 67.5
298 2023/10/12 13:24:04 66.4
299 2023/10/12 13:24:07 67.4
300 2023/10/12 13:24:10 67.2
- Freq Weight : A
- Time Weight : SLOW
- Level Range : 40-100
- Max dB : 80.8 - 2023/10/12 13:33:45
- Level Range : 40-100
- SEL : 99.5
- Leq : 70.0
-
No.s Date Time (dB)
----------------------------------------------------------------------- 1 2023/10/12 13:29:13 69.0
2 2023/10/12 13:29:16 71.5
3 2023/10/12 13:29:19 69.4
4 2023/10/12 13:29:22 68.8
5 2023/10/12 13:29:25 64.6
6 2023/10/12 13:29:28 65.4
7 2023/10/12 13:29:31 65.3
8 2023/10/12 13:29:34 70.8
9 2023/10/12 13:29:37 69.7
10 2023/10/12 13:29:40 68.9
11 2023/10/12 13:29:43 66.4
12 2023/10/12 13:29:46 64.7
13 2023/10/12 13:29:49 62.7
14 2023/10/12 13:29:52 62.9
15 2023/10/12 13:29:55 62.2
16 2023/10/12 13:29:58 63.7
17 2023/10/12 13:30:01 63.1
18 2023/10/12 13:30:04 65.1
19 2023/10/12 13:30:07 64.0
20 2023/10/12 13:30:10 67.4
21 2023/10/12 13:30:13 62.6
22 2023/10/12 13:30:16 63.3
23 2023/10/12 13:30:19 64.1
24 2023/10/12 13:30:22 74.0
25 2023/10/12 13:30:25 72.0
26 2023/10/12 13:30:28 70.6
27 2023/10/12 13:30:31 70.2
28 2023/10/12 13:30:34 71.2
29 2023/10/12 13:30:37 69.4
30 2023/10/12 13:30:40 68.0
31 2023/10/12 13:30:43 65.9
32 2023/10/12 13:30:46 66.0
33 2023/10/12 13:30:49 72.7
34 2023/10/12 13:30:52 69.3
35 2023/10/12 13:30:55 67.3
36 2023/10/12 13:30:58 67.5
37 2023/10/12 13:31:01 67.4
38 2023/10/12 13:31:04 66.5
39 2023/10/12 13:31:07 67.1
40 2023/10/12 13:31:10 65.1
41 2023/10/12 13:31:13 63.9
42 2023/10/12 13:31:16 64.7
43 2023/10/12 13:31:19 65.7
44 2023/10/12 13:31:22 59.8
45 2023/10/12 13:31:25 58.2
46 2023/10/12 13:31:28 61.9
47 2023/10/12 13:31:31 63.4
48 2023/10/12 13:31:34 71.1
49 2023/10/12 13:31:37 66.3
50 2023/10/12 13:31:40 60.1
51 2023/10/12 13:31:43 56.8
52 2023/10/12 13:31:46 57.5
53 2023/10/12 13:31:49 58.8
54 2023/10/12 13:31:52 61.3
55 2023/10/12 13:31:55 69.4
56 2023/10/12 13:31:58 71.8
57 2023/10/12 13:32:01 74.1
58 2023/10/12 13:32:04 71.8
59 2023/10/12 13:32:07 70.1
60 2023/10/12 13:32:10 70.1
61 2023/10/12 13:32:13 69.3
62 2023/10/12 13:32:16 68.7
63 2023/10/12 13:32:19 65.9
64 2023/10/12 13:32:22 66.9
65 2023/10/12 13:32:25 64.8
66 2023/10/12 13:32:28 62.9
67 2023/10/12 13:32:31 70.8
68 2023/10/12 13:32:34 71.9
69 2023/10/12 13:32:37 68.0
70 2023/10/12 13:32:40 62.6
71 2023/10/12 13:32:43 57.6
72 2023/10/12 13:32:46 57.0
73 2023/10/12 13:32:49 58.6
74 2023/10/12 13:32:52 61.6
75 2023/10/12 13:32:55 63.2
76 2023/10/12 13:32:58 64.4
77 2023/10/12 13:33:01 66.6
78 2023/10/12 13:33:04 66.9
79 2023/10/12 13:33:07 65.9
80 2023/10/12 13:33:10 66.0
81 2023/10/12 13:33:13 61.8
82 2023/10/12 13:33:16 63.1
83 2023/10/12 13:33:19 63.8
84 2023/10/12 13:33:22 75.5
85 2023/10/12 13:33:25 73.3
86 2023/10/12 13:33:28 72.6
87 2023/10/12 13:33:31 72.9
88 2023/10/12 13:33:34 75.6
89 2023/10/12 13:33:37 71.7
90 2023/10/12 13:33:40 72.5
91 2023/10/12 13:33:43 79.2
92 2023/10/12 13:33:46 74.4
93 2023/10/12 13:33:49 73.0
94 2023/10/12 13:33:52 71.4
95 2023/10/12 13:33:55 67.0
96 2023/10/12 13:33:58 71.1
97 2023/10/12 13:34:01 66.0
98 2023/10/12 13:34:04 63.3
99 2023/10/12 13:34:07 64.6
100 2023/10/12 13:34:10 63.6
101 2023/10/12 13:34:13 61.2
102 2023/10/12 13:34:16 58.6
103 2023/10/12 13:34:19 58.0
104 2023/10/12 13:34:22 59.9
105 2023/10/12 13:34:25 68.4
106 2023/10/12 13:34:28 72.6
107 2023/10/12 13:34:31 69.6
108 2023/10/12 13:34:34 62.8
109 2023/10/12 13:34:37 61.0
110 2023/10/12 13:34:40 68.1
111 2023/10/12 13:34:43 70.7
112 2023/10/12 13:34:46 73.9
113 2023/10/12 13:34:49 72.3
114 2023/10/12 13:34:52 70.7
115 2023/10/12 13:34:55 71.2
116 2023/10/12 13:34:58 72.5
117 2023/10/12 13:35:01 76.0
118 2023/10/12 13:35:04 78.9
119 2023/10/12 13:35:07 76.6
120 2023/10/12 13:35:10 73.5
121 2023/10/12 13:35:13 72.7
122 2023/10/12 13:35:16 71.5
123 2023/10/12 13:35:19 69.5
124 2023/10/12 13:35:22 68.8
125 2023/10/12 13:35:25 62.8
126 2023/10/12 13:35:28 67.2
127 2023/10/12 13:35:31 65.0
128 2023/10/12 13:35:34 73.2
129 2023/10/12 13:35:37 71.0
130 2023/10/12 13:35:40 65.5
131 2023/10/12 13:35:43 63.4
132 2023/10/12 13:35:46 64.1
133 2023/10/12 13:35:49 65.3
134 2023/10/12 13:35:52 69.5
135 2023/10/12 13:35:55 70.1
136 2023/10/12 13:35:58 73.0
137 2023/10/12 13:36:01 65.8
138 2023/10/12 13:36:04 63.5
139 2023/10/12 13:36:07 62.9
140 2023/10/12 13:36:10 63.7
141 2023/10/12 13:36:13 65.6
142 2023/10/12 13:36:16 61.5
143 2023/10/12 13:36:19 60.2
144 2023/10/12 13:36:22 60.8
145 2023/10/12 13:36:25 63.4
146 2023/10/12 13:36:28 69.4
147 2023/10/12 13:36:31 70.1
148 2023/10/12 13:36:34 72.3
149 2023/10/12 13:36:37 77.1
150 2023/10/12 13:36:40 71.3
151 2023/10/12 13:36:43 68.9
152 2023/10/12 13:36:46 68.5
153 2023/10/12 13:36:49 67.6
154 2023/10/12 13:36:52 70.1
155 2023/10/12 13:36:55 71.0
156 2023/10/12 13:36:58 70.1
157 2023/10/12 13:37:01 68.0
158 2023/10/12 13:37:04 63.9
159 2023/10/12 13:37:07 64.7
160 2023/10/12 13:37:10 64.6
161 2023/10/12 13:37:13 62.1
162 2023/10/12 13:37:16 60.6
163 2023/10/12 13:37:19 60.2
164 2023/10/12 13:37:22 58.2
165 2023/10/12 13:37:25 57.0
166 2023/10/12 13:37:28 57.9
167 2023/10/12 13:37:31 62.1
168 2023/10/12 13:37:34 69.2
169 2023/10/12 13:37:37 63.6
170 2023/10/12 13:37:40 61.1
171 2023/10/12 13:37:43 60.2
172 2023/10/12 13:37:46 60.7
173 2023/10/12 13:37:49 61.9
174 2023/10/12 13:37:52 70.2
175 2023/10/12 13:37:55 67.3
176 2023/10/12 13:37:58 66.9
177 2023/10/12 13:38:01 70.1
178 2023/10/12 13:38:04 69.9
179 2023/10/12 13:38:07 70.4
180 2023/10/12 13:38:10 70.1
181 2023/10/12 13:38:13 75.5
182 2023/10/12 13:38:16 70.2
183 2023/10/12 13:38:19 68.2
184 2023/10/12 13:38:22 66.6
185 2023/10/12 13:38:25 63.9
186 2023/10/12 13:38:28 64.7
187 2023/10/12 13:38:31 66.3
188 2023/10/12 13:38:34 62.5
189 2023/10/12 13:38:37 60.3
190 2023/10/12 13:38:40 60.1
191 2023/10/12 13:38:43 61.5
192 2023/10/12 13:38:46 62.9
193 2023/10/12 13:38:49 61.3
194 2023/10/12 13:38:52 62.0
195 2023/10/12 13:38:55 62.0
196 2023/10/12 13:38:58 62.1
197 2023/10/12 13:39:01 63.2
198 2023/10/12 13:39:04 61.8
199 2023/10/12 13:39:07 65.4
200 2023/10/12 13:39:10 66.4
201 2023/10/12 13:39:13 69.1
202 2023/10/12 13:39:16 69.0
203 2023/10/12 13:39:19 68.1
204 2023/10/12 13:39:22 70.4
205 2023/10/12 13:39:25 68.5
206 2023/10/12 13:39:28 72.0
207 2023/10/12 13:39:31 71.2
208 2023/10/12 13:39:34 70.6
209 2023/10/12 13:39:37 69.0
210 2023/10/12 13:39:40 68.8
211 2023/10/12 13:39:43 68.0
212 2023/10/12 13:39:46 68.1
213 2023/10/12 13:39:49 69.9
214 2023/10/12 13:39:52 65.8
215 2023/10/12 13:39:55 63.8
216 2023/10/12 13:39:58 63.4
217 2023/10/12 13:40:01 63.6
218 2023/10/12 13:40:04 61.9
219 2023/10/12 13:40:07 59.7
220 2023/10/12 13:40:10 58.9
221 2023/10/12 13:40:13 59.1
222 2023/10/12 13:40:16 60.8
223 2023/10/12 13:40:19 62.2
224 2023/10/12 13:40:22 64.1
225 2023/10/12 13:40:25 64.1
226 2023/10/12 13:40:28 59.8
227 2023/10/12 13:40:31 59.6
228 2023/10/12 13:40:34 59.9
229 2023/10/12 13:40:37 64.9
230 2023/10/12 13:40:40 70.3
231 2023/10/12 13:40:43 65.4
232 2023/10/12 13:40:46 61.4
233 2023/10/12 13:40:49 62.2
234 2023/10/12 13:40:52 70.9
235 2023/10/12 13:40:55 73.1
236 2023/10/12 13:40:58 70.6
237 2023/10/12 13:41:01 71.5
238 2023/10/12 13:41:04 70.7
239 2023/10/12 13:41:07 70.9
240 2023/10/12 13:41:10 70.7
241 2023/10/12 13:41:13 70.1
242 2023/10/12 13:41:16 68.4
243 2023/10/12 13:41:19 68.1
244 2023/10/12 13:41:22 69.2
245 2023/10/12 13:41:25 65.8
246 2023/10/12 13:41:28 70.0
247 2023/10/12 13:41:31 71.7
248 2023/10/12 13:41:34 70.1
249 2023/10/12 13:41:37 69.4
250 2023/10/12 13:41:40 66.0
251 2023/10/12 13:41:43 62.3
252 2023/10/12 13:41:46 61.7
253 2023/10/12 13:41:49 59.1
254 2023/10/12 13:41:52 59.0
255 2023/10/12 13:41:55 59.9
256 2023/10/12 13:41:58 60.1
257 2023/10/12 13:42:01 59.5
258 2023/10/12 13:42:04 61.2
259 2023/10/12 13:42:07 69.5
260 2023/10/12 13:42:10 66.7
261 2023/10/12 13:42:13 64.8
262 2023/10/12 13:42:16 60.0
263 2023/10/12 13:42:19 63.7
264 2023/10/12 13:42:22 68.3
265 2023/10/12 13:42:25 72.8
266 2023/10/12 13:42:28 73.1
267 2023/10/12 13:42:31 71.6
268 2023/10/12 13:42:34 70.6
269 2023/10/12 13:42:37 70.9
270 2023/10/12 13:42:40 71.5
271 2023/10/12 13:42:43 70.2
272 2023/10/12 13:42:46 69.9
273 2023/10/12 13:42:49 65.7
274 2023/10/12 13:42:52 65.4
275 2023/10/12 13:42:55 62.1
276 2023/10/12 13:42:58 61.6
277 2023/10/12 13:43:01 63.9
278 2023/10/12 13:43:04 69.3
279 2023/10/12 13:43:07 63.9
280 2023/10/12 13:43:10 66.9
281 2023/10/12 13:43:13 62.8
282 2023/10/12 13:43:16 58.9
283 2023/10/12 13:43:19 57.8
284 2023/10/12 13:43:22 58.4
285 2023/10/12 13:43:25 58.2
286 2023/10/12 13:43:28 60.2
287 2023/10/12 13:43:31 60.0
288 2023/10/12 13:43:34 58.3
289 2023/10/12 13:43:37 66.6
290 2023/10/12 13:43:40 65.5
291 2023/10/12 13:43:43 58.2
292 2023/10/12 13:43:46 56.1
293 2023/10/12 13:43:49 60.4
294 2023/10/12 13:43:52 73.4
295 2023/10/12 13:43:55 72.3
296 2023/10/12 13:43:58 70.0
297 2023/10/12 13:44:01 71.9
298 2023/10/12 13:44:04 68.1
299 2023/10/12 13:44:07 71.2
300 2023/10/12 13:44:10 69.9
Attachment 3
Manufacturer’s HVAC Specifications
58 www.goodmanmfg.com

PACKAGED
UNITS
Model Nominal Capacities Electric
Heat (kW)
SEER2/
EER2
VoltagePhase
Dimensions dBs Ship Weight
Cooling ¹ Heating ¹ CFM W" D" H" (lbs)
GPHH32441** 24,000 875 22,800 5, 8, 10 14.5 / 12.0 208/230-1 66 34 30 76 324 GPHH33041** 30,000 1,050 27,600 5, 8, 10,15 14.0 / 12.0 208/230-1 66 34 30 76 324 GPHH33641** 36,000 1,200 32,200 5, 8, 10,15 14.0 / 11.5 208/230-1 66 34 35 78 387 GPHH34241** 42,000 1,300 37,600 5, 8, 10,15, 20 14.0 / 12.0 208/230-1 66 34 35 78 387 GPHH34841** 48,000 1,600 44,000 5, 8, 10,15, 20 14.0 / 12.0 208/230-1 66 34 35 80 412 GPHH36041** 60,000 1,700 54,500 5, 8, 10,15, 20 14.0 / 11.5 208/230-1 66 34 38¾ 80 412 ¹ Tons
Daikin Comfort Technologies Manufacturing, L.P. reserves the right to discontinue, or change at any time, specifications or designs without notice or without incurring obligations.

GPHH3 | PACKAGED HEAT PUMP

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Appendix D
Air Quality and Greenhouse Gas Emissions Technical Memorandum Rincon Consultants, Inc.
250 East 1st Street, Suite 1400
Los Angeles, California 90012
213 788 4842
[email protected]
www.rinconconsultants.com
www.rinconconsultants.com
June 7, 2023
Project No: 22-13864
Edgar Arroyo, Senior Planner
City of Beverly Hills
Community Development Department
455 North Rexford Drive, First Floor
Beverly Hills, California 90210
Via email: [email protected]
Subject: Air Quality and Greenhouse Gas Emissions Technical Memorandum for the 55 North La Cienega Boulevard Project, 55 North La Cienega Boulevard, Beverly Hills, California 90211 Dear Mr. Arroyo:

Rincon Consultants, Inc. (Rincon) has prepared this technical memorandum to evaluate potential air quality and greenhouse gas (GHG) emissions impacts resulting from construction and operation of the proposed 55 North La Cienega Boulevard Project (herein referred to as “proposed project” or “project”), located in the City of Beverly Hills, California.

City of Beverly Hills
Air Quality and Greenhouse Gas Emissions Technical Memorandum for the 55 North La Cienega Boulevard Project
2 Construction of the project is anticipated to begin May 2023. Construction of the proposed project would comply with the Beverly Hills Municipal Code (BHMC) Section 5-1-205 and would occur Monday through Saturday from 7:00 a.m. to 6:00 p.m. Grading activities would include approximately 44,722 cubic yards (cy) of cut soil materials from the project site. Of the cut soil, 44,722 cy would be exported off-site.

Air Quality
Environmental Setting
The federal and State Clean Air Acts (CAA) mandate the control and reduction of certain air pollutants.

Under these laws, the U.S. Environmental Protection Agency (USEPA) and the California Air Resources Board (CARB) have established the National Ambient Air Quality Standards (NAAQS) and the California Ambient Air Quality Standards (CAAQS) for “criteria pollutants” and other pollutants. Some pollutants are emitted directly from a source (e.g., vehicle tailpipe, an exhaust stack of a factory, etc.) into the atmosphere, including carbon monoxide (CO), volatile organic compounds (VOC)/reactive organic gases (ROG),1 nitrogen oxides (NOX), particulate matter with diameters of ten microns or less (PM10) and

2.5 microns or less (PM2.5), sulfur dioxide, and lead. Other pollutants are created indirectly through chemical reactions in the atmosphere, such as ozone, which is created by atmospheric chemical and photochemical reactions primarily between VOC and NOX. Secondary pollutants include oxidants, ozone, and sulfate and nitrate particulates (smog).

Air pollutant emissions are generated primarily by stationary and mobile sources. Stationary sources can be divided into two major subcategories:

Point sources occur at a specific location and are often identified by an exhaust vent or stack. Examples include boilers or combustion equipment that produce electricity or generate heat.  Area sources are widely distributed and include such sources as residential and commercial water heaters, painting operations, lawn mowers, agricultural fields, landfills, and some consumer products.

Mobile sources refer to emissions from motor vehicles, including tailpipe and evaporative emissions, and can also be divided into two major subcategories:
 On-road sources may be legally operated on roadways and highways.  Off-road sources include aircraft, ships, trains, and self-propelled construction equipment.

Air pollutants can also be generated by the natural environment, such as when high winds suspend fine dust particles.
1 CARB defines VOC and ROG similarly as, “any compound of carbon excluding carbon monoxide, carbon dioxide, carbonic acid, metallic carbides or carbonates, and ammonium carbonate,” with the exception that VOC are compounds that participate in atmospheric photochemical reactions. For the purposes of this analysis, ROG and VOC are considered comparable in terms of mass emissions, and the term VOC is used in this analysis.

City of Beverly Hills
Air Quality and Greenhouse Gas Emissions Technical Memorandum for the 55 North La Cienega Boulevard Project
3 Air Quality Standards and Attainment
The project site is in the South Coast Air Basin (SCAB), which is under the jurisdiction of the South Coast Air Quality Management District (SCAQMD). As the local air quality management agency, SCAQMD is required to monitor air pollutant levels to ensure that the NAAQS and CAAQS are met and, if they are not met, to develop strategies to meet the standards. Depending on whether the standards are met or exceeded, the SCAB is classified as being in “attainment” or “nonattainment.” In areas designated as non-attainment for one or more air pollutants, a cumulative air quality impact exists for those air pollutants, and the human health impacts associated with these criteria pollutants are already occurring in that area as part of the environmental baseline condition. Under State law, air districts are required to prepare a plan for air quality improvement for pollutants for which the district is in non-attainment. The SCAB is currently designated nonattainment for the ozone NAAQS and CAAQS, the PM10 CAAQS, and the PM2.5 NAAQS and CAAQS. The SCAB is either unclassified or designated attainment for all other NAAQS and CAAQS (SCAQMD 2018). The health effects associated with criteria pollutants for which the SCAB is in non-attainment are described in Table 1.

Table 1 Health Effects Associated with Non-Attainment Criteria Pollutants Pollutant Adverse Effects
Ozone (1) Short-term exposures: (a) pulmonary function decrements and localized lung edema in humans and animals and (b) risk to public health implied by alterations in pulmonary morphology and host defense in animals; (2) long-term exposures: risk to public health implied by altered connective tissue metabolism and altered pulmonary morphology in animals after long-term exposures and pulmonary function decrements in chronically exposed humans; (3) vegetation damage; and (4) property damage.

Fine particulate matter
(PM2.5)
(1) Premature death in people with heart or lung disease; (2) nonfatal heart attacks; (3) irregular heartbeat; (4) aggravated asthma; (5) decreased lung function; (6) increased respiratory symptoms, such as irritation of the airways, coughing, or difficulty breathing.

Suspended particulate
matter (PM10)
(1) Excess deaths from short-term and long-term exposures; (2) excess seasonal declines in pulmonary function, especially in children; (3) asthma exacerbation and possibly induction; (4) adverse birth outcomes including low birth weight; (5) increased infant mortality; (6) increased respiratory symptoms in children such as cough and bronchitis; and (7) increased hospitalization for both cardiovascular and respiratory disease (including asthma).

Source: USEPA 2022
Methodology and Significance Thresholds
To determine whether a project would have a significant air quality impact, Appendix G of the California Environmental Quality Act (CEQA) Guidelines requires consideration of whether a project would result in:

1. Conflict with or obstruct implementation of the applicable air quality plan

2. Result in a cumulatively considerable net increase of any criteria pollutant for which the project region is in non-attainment under an applicable federal or state ambient air quality standard

3. Expose sensitive receptors to substantial pollutant concentrations

4. Result in other emissions (such as those leading to odors) adversely affecting a substantial number of people
Because the project site is located within SCAB and falls under the jurisdiction of SCAQMD, this air quality analysis conforms to the methodologies recommended in SCAQMD’s CEQA Air Quality Handbook City of Beverly Hills
Air Quality and Greenhouse Gas Emissions Technical Memorandum for the 55 North La Cienega Boulevard Project
4 (1993). The following significance thresholds have been recommended by the SCAQMD for project operations in the SCAB (SCAQMD 2019):
 55 pounds per day of VOC
 55 pounds per day of NOX
 550 pounds per day of CO
 150 pounds per day of PM10
 55 pounds per day of PM2.5
Construction-related air quality impacts are considered significant if emissions associated with construction activity would exceed adopted SCAQMD thresholds. Temporary construction emission thresholds have been recommended by the SCAQMD on a daily basis as follows (SCAQMD 2019):
 75 pounds per day of VOC
 100 pounds per day of NOX
 550 pounds per day of CO
 150 pounds per day of PM10
 55 pounds per day of PM2.5
In addition to the regional air quality thresholds shown above, SCAQMD has developed Localized Significance Thresholds (LSTs) in response to the Governing Board’s Environmental Justice Enhancement Initiative (1-4), which was prepared to update the SCAQMD’s CEQA Air Quality Handbook. LSTs were devised in response to concern regarding exposure of individuals to criteria pollutants in local communities. LSTs represent the maximum emissions from a project that will not cause or contribute to an air quality exceedance of the most stringent applicable federal or State ambient air quality standard at the nearest sensitive receptor, taking into account factors such as ambient concentrations in each source receptor area (SRA), project size, and distance to the sensitive receptor. However, LSTs only apply to emissions from a fixed stationary location, including idling emissions during both project construction and operation, and do not apply to mobile sources such as cars on a roadway (SCAQMD 2003a). LSTs have been developed for NOX, CO, PM10, and PM2.5. Since the majority of emissions from a residential project would be generated by vehicle trips on roadways, LSTs for operational emissions would not apply to the proposed project. However, LSTs would apply for construction emissions.

Localized LSTs for the project site were based on the SCAQMD’s LSTs for one-acre project sites in SRA 2 for Northwest Coastal LA County.

Impact Analysis
Issue 1: Would the project conflict with or obstruct implementation of the applicable air quality plan? Plan Consistency
The Southern California Association of Governments (SCAG) growth forecasts estimate the city’s population to reach 35,800 persons by 2045, representing a total increase of 1,100 persons between 2016 and 2040. The project would induce population growth directly through the construction of 105 residential units, replacing the existing restaurant and parking lot. Based on an average household size of

2.20 in the city in 2022, the project would result in a population increase of approximately 231 persons City of Beverly Hills
Air Quality and Greenhouse Gas Emissions Technical Memorandum for the 55 North La Cienega Boulevard Project
5 (California Department of Finance 2022). While it is likely that some future residents already live in the city, this analysis conservatively assumes all 231 future residents would move into the city.

The employment growth forecasts for the city in SCAG’s 2020-2045 RTP/SCS estimate that the total number of jobs would increase from 74,600 in 2016 to 81,300 in 2045, for an increase of 6,700 jobs. Based on median square footage per employee for each land use, project operation would require approximately 32 employees (United States Energy Information Administration [USEIA] 2016), and these employees would likely be sourced from within the existing local and regional workforce. Therefore, employment resulting from the project would be within SCAG’s projected 2045 employment increase of 6,700 jobs from 2016, and the project would not cause the city to exceed official regional employment projections.

The project’s potential direct population growth (231 persons) represents 21 percent of the city’s anticipated growth between 2016 and 2045 and only 0.65 percent of the city’s total projected 2045 population. Therefore, the project is consistent with the types, intensity, and patterns of land use envisioned for the site vicinity and would be considered consistent with the General Plan upon the City’s approvals on the required permits and density bonus incentives. Furthermore, the population and housing, which are adopted by SCAG’s Regional Council, are based on the local plans and policies applicable to the city. As the SCAQMD has incorporated these same projections into the 2022 Air Quality Management Plan, the proposed project would be consistent with the projections and impact would be less than significant.

Issue 2: Would the project result in a cumulatively considerable net increase of any criteria pollutant for which the project region is in non-attainment under an applicable federal or state ambient air quality standard?
Issue 3: Would the project expose sensitive receptors to substantial pollutant concentrations? Construction Emissions
Development of the proposed project would involve demolition, site preparation, grading, building construction, and other construction-related activities that have the potential to generate substantial air pollutant emissions. Temporary construction emissions from these activities were estimated in the California Emissions Estimator Model (CalEEMod) version 2022.1 using project-specific construction schedules, equipment lists, and site plans. Project-specific information for hauling and soil export was also used to estimate total haul trips. Under the provided schedule, construction would begin in May 2024 and occur six days a week for approximately 30 months, ending in October 2026. Saturday construction would be subject to City review and approval of an after-hours permit to allow for weekend construction activities at the project site. Table 2 shows maximum daily construction emissions.

City of Beverly Hills
Air Quality and Greenhouse Gas Emissions Technical Memorandum for the 55 North La Cienega Boulevard Project
6 Table 2 Estimated Construction Emissions
Emissions (pounds per day)
VOC NOX CO PM10 PM2.5
Maximum Daily Emissions 16 25 28 5 2
SCAQMD Threshold 75 100 550 150 55
Exceed SCAQMD Threshold? No No No No No
Maximum On-site Emissions 15 6 20 <1 <1
Localized Significance Thresholds1 N/A 103 562 4 3
Exceed LST? No No No No No
1 Allowable emissions (pounds per day) as a function of receptor distance (25 meters) from site boundary. LST for Source Receptor Area 2:

Northwest Coastal LA County.

Source: http://www.aqmd.gov/home/regulations/ceqa/air-quality-analysis-handbook/localized-significance-thresholds Note: See Attachment 1 for complete modeling results.

As indicated in Table 2, emissions from construction activities would not exceed SCAQMD daily significance thresholds and thus would not result in significant air quality impacts. Moreover, SCAQMD Rule 403 requires the following measures on all construction sites to reduce fugitive dust (SCAQMD 2005):
 Minimization of Disturbance. Construction contractors should minimize the area disturbed by clearing, grading, earth moving, or excavation operations to prevent excessive amounts of dust.  Soil Treatment. Construction contractors should treat all graded and excavated material, exposed soil areas, and active portions of the construction site, including unpaved on-site roadways to minimize fugitive dust. Treatment shall include, but not necessarily be limited to, periodic watering, application of environmentally safe soil stabilization materials, and/or roll compaction as appropriate. Watering shall be done as often as necessary, and at least twice daily, preferably in the late morning and after work is done for the day.
 Soil Stabilization. Construction contractors should monitor all graded and/or excavated inactive areas of the construction site at least weekly for dust stabilization. Soil stabilization methods, such as water and roll compaction and environmentally safe dust control materials, shall be applied to portions of the construction site that are inactive for over four days. If no further grading or excavation operations are planned for the area, the area shall be seeded and watered until landscape growth is evident, or periodically treated with environmentally safe dust suppressants, to prevent excessive fugitive dust.
 No Grading During High Winds. Construction contractors should stop all clearing, grading, earth moving, and excavation operations during periods of high winds (20 miles per hour or greater, as measured continuously over a one-hour period).
 Street Sweeping. Construction contractors should sweep all on-site driveways and adjacent streets and roads at least once per day, preferably at the end of the day, if visible soil material is carried over to adjacent streets and roads.

City of Beverly Hills
Air Quality and Greenhouse Gas Emissions Technical Memorandum for the 55 North La Cienega Boulevard Project
7 Operational Emissions
Long-term operational emissions associated with the proposed project are those associated with vehicle trips (mobile emissions) and the use of natural gas, consumer products, and architectural coatings (area source emissions) upon buildout of the project. Operational emissions were estimated in CalEEMod version 2022.1 based on the proposed use and the number of associated vehicle trips generated by the project as discussed above. Refer to Attachment 1 for complete CalEEMod results.

As shown in Table 3, the emissions generated by the proposed project would not exceed the SCAQMD’s daily operational thresholds for any pollutant and would not significantly affect regional air quality.

Therefore, the project’s operational impacts to air quality would be less than significant.

Table 3 Estimated Operational Emissions
Emissions (pounds per day)
ROG NOX CO PM10 PM2.5
Emissions from the Proposed Project 7 3 32 2 <1
SCAQMD Thresholds 55 55 550 150 50
Exceed Thresholds? No No No No No
Note: See Attachment 1 for complete modeling results.

For a conservative estimate of project emissions, construction and operational emissions were modeled during winter and summer, then reported for the maximum day during the winter or summer, whichever was highest. Maximum daily mission estimates are then compared to the SCAQMD thresholds measured in pounds-per-day. The annual emissions listed in the tables in Attachment 1 show the average annual emissions in terms of metric tons per year. These estimates are used for analysis of greenhouse gas emissions impacts since the greenhouse gas emission thresholds are based on metric tons per year.

Heavily congested intersections can lead to long-term mobile emissions that exceed carbon monoxide (CO) standards and lead to CO hotspots. CO hotspots are locations where the federal or State ambient air quality standards could be exceeded because of the concentration of motor vehicles that are idling.

Other factors contributing to a CO hotspot include the configuration of the intersection, distance to sensitive receptors, and patterns of air circulation.

A detailed carbon monoxide analysis was conducted during the preparation of the SCAQMD’s 2003 AQMP. The locations selected for microscale modeling in the 2003 AQMP included high average daily traffic (ADT) intersections in the South Coast Air Basin, those which would be expected to experience the highest CO concentrations. The highest CO concentration was observed at the intersection of Wilshire Boulevard and Veteran Avenue on the west side of Los Angeles near Interstate 405. The concentration of CO at this intersection was 4.6 ppm, which is well below the State and federal standards. The Wilshire Boulevard/Veteran Avenue intersection has an ADT of approximately 100,000 vehicles per day (SCAQMD 2003b).

Based on the project-specific Transportation Assessment prepared by KOA Corporation (KOA 2022), the project would generate approximately 1,040 daily trips, which would not cause any nearby intersections to exceed 100,000 ADT. Project-generated local mobile-source CO emissions would not result in or substantially contribute to concentrations that exceed the one-hour or eight-hour CO standard.

Therefore, impacts associated with CO hotspots would be less than significant.

City of Beverly Hills
Air Quality and Greenhouse Gas Emissions Technical Memorandum for the 55 North La Cienega Boulevard Project
8 Issue 4: Would the project result in other emissions (such as those leading to odors) adversely affecting a substantial number of people expose sensitive receptors to substantial pollutant concentrations?
Odors
According to the SCAQMD CEQA Air Quality Handbook, land uses associated with odor complaints typically include agricultural uses, wastewater treatment plants, food processing plants, chemical plants, composting, refineries, landfills, dairies, and fiberglass molding. The proposed project does not include any uses identified by the SCAQMD as being associated with odors. Construction activities associated with the project may generate detectable odors from heavy-duty equipment exhaust and architectural coatings. However, construction-related odors would be short-term in nature and cease upon project completion. In addition, the project would be required to comply with the California Code of Regulations, Title 13, Sections 2449(d)(3) and 2485, which minimizes the idling time of construction equipment either by shutting it off when not in use or by reducing the time of idling to no more than five minutes. This would further reduce the detectable odors from heavy-duty equipment exhaust. The project would also comply with the SCAQMD Rule 1113, which would minimize odor impacts from ROG emissions during architectural coating. Any impacts to existing adjacent land uses would be short-term and are less than significant.

Conclusion
Operational and construction emissions associated with the proposed project would not generate significant air quality impacts that exceed SCAQMD thresholds. In addition, the project would not create CO hotspots or substantial odor impacts. Air quality impacts associated with the project would be less than significant.

Greenhouse Gas Emissions
Environmental Setting
Climate change is the observed increase in the average temperature of the Earth’s atmosphere and oceans along with other substantial changes in climate (such as wind patterns, precipitation, and storms) over an extended period of time. Climate change is the result of numerous, cumulative sources of GHGs. GHGs contribute to the “greenhouse effect,” which is a natural occurrence that helps regulate the temperature of the planet. The majority of radiation from the Sun hits the Earth’s surface and warms it. The surface in turn radiates heat back towards the atmosphere, known as infrared radiation.

Gases and clouds in the atmosphere trap and prevent some of this heat from escaping back into space and re-radiate it in all directions. This process is essential to supporting life on Earth because it warms the planet by approximately 60° Fahrenheit. Emissions from human activities since the beginning of the industrial revolution (approximately 250 years ago) are adding to the natural greenhouse effect by increasing the gases in the atmosphere that trap heat, thereby contributing to an average increase in the Earth’s temperature.

Greenhouse gases occur naturally and from human activities. Human activities that produce GHGs include the burning of fossil fuels (coal, oil and natural gas for heating and electricity, gasoline and diesel for transportation); methane from landfill wastes and raising livestock, deforestation activities; and some agricultural practices. GHGs produced by human activities include carbon dioxide (CO2), methane (CH4), nitrous oxide (N2O), hydrofluorocarbons (HFC), perfluorocarbons (PFC), and sulfur hexafluoride City of Beverly Hills
Air Quality and Greenhouse Gas Emissions Technical Memorandum for the 55 North La Cienega Boulevard Project
9 (SF6). Emissions of GHGs affect the atmosphere directly by changing its chemical composition while changes to the land surface indirectly affect the atmosphere by changing the way in which the Earth absorbs gases from the atmosphere. Potential impacts of climate change in California may include loss in snowpack, sea level rise, more extreme heat days per year, more high ozone days, more large forest fires, and more drought years (California Energy Commission 2018).

Methodology and Significance Thresholds
To determine whether a project would have a significant GHG impact, Appendix G of the CEQA Guidelines requires consideration of whether a project would result in:

1. Generate GHG emissions, either directly or indirectly, that may have a significant impact on the environment

2. Conflict with an applicable plan, policy or regulation adopted for the purpose of reducing the emissions of GHGs
Section 15064.4 of the CEQA Guidelines recommends that lead agencies quantify GHG emissions of projects and consider several other factors that may be used in the determination of significance of GHG emissions from a project, including: the extent to which the project may increase or reduce GHG emissions; whether a project exceeds an applicable significance threshold; and the extent to which the project complies with regulations or requirements adopted to implement a plan for the reduction or mitigation of GHG emissions.

CEQA Guidelines Section 15064.4 does not establish a threshold of significance. Lead agencies have the discretion to establish significance thresholds for their respective jurisdictions and in establishing those thresholds, a lead agency may appropriately look to thresholds developed by other public agencies, or suggested by other experts, as long as any threshold chosen is supported by substantial evidence (see CEQA Guidelines Section 15064.7[c]). The CEQA Guidelines also clarify that the effects of GHG emissions are cumulative and should be analyzed in the context of CEQA’s requirements for cumulative impact analysis (see CEQA Guidelines Section 15130[f]).

Per CEQA Guidelines Section 15064(h)(3), a project’s incremental contribution to a cumulative impact can be found not cumulatively considerable if the project would comply with an approved plan or mitigation program that provides specific requirements that would avoid or substantially lessen the cumulative problem in the geographic area of the project. To qualify, such plans or programs must be specified in law or adopted by the public agency with jurisdiction over the affected resources through a public review process to implement, interpret, or make specific the law enforced or administered by the public agency. Examples of such programs include a “water quality control plan, air quality attainment or maintenance plan, integrated waste management plan, habitat conservation plan, natural community conservation plans [and] plans or regulations for the reduction of greenhouse gas emissions.” Put another way, CEQA Guidelines Section 15064(h)(3) allows a lead agency to make a finding of less than significant for GHG emissions if a project complies with adopted programs, plans, policies and/or other regulatory strategies to reduce GHG emissions.

In the absence of any adopted numeric threshold, the significance of the project’s GHG emissions is evaluated consistent with CEQA Guidelines Section 15064.4(b) by considering whether the project complies with applicable plans, policies, regulations and requirements adopted to implement a statewide, regional, or local plan for the reduction or mitigation of GHG emissions.

City of Beverly Hills
Air Quality and Greenhouse Gas Emissions Technical Memorandum for the 55 North La Cienega Boulevard Project
10 Assembly Bill (AB) 1279, “The California Climate Crisis Act,” was passed on September 16, 2022 and declares the State would achieve net zero greenhouse gas emissions as soon as possible, but no later than 2045, and to achieve and maintain net negative greenhouse gas emissions thereafter. In addition, the bill states that the State would reduce GHG emissions by 85 percent below 1990 levels no later than 2045. Essentially this means that by 2045 California would emit no more than 64.65 MMT CO2e and would continue to reduce emissions thereafter. The 2022 Scoping Plan lays out a path to achieve AB 1279 targets (CARB 2022). The actions and outcomes in the 2022 Scoping Plan would achieve significant reductions in fossil fuel combustion by deploying clean technologies and fuels, further reductions in short-lived climate pollutants, support for sustainable development, increased action on natural and working lands to reduce emissions and sequester carbon, and the capture and storage of carbon.

For this project, the most directly applicable adopted regulatory plans to reduce GHG emissions are the 2022 Scoping Plan and the SCAG 2020-2045 Regional Transportation Plan/Sustainable Communities Strategy (RTP/SCS), which is designed to achieve regional GHG reductions from the land use and transportation sectors as required by Senate Bill (SB) 375 and the state’s long-term climate goals (SCAG 2020). This analysis also considers consistency with the City’s Sustainable City Plan (2009).

Impact Analysis
Issue 1: Would the project generate GHG emissions, either directly or indirectly, that may have a significant impact on the environment?
Issue 2: Would the project conflict with an applicable plan, policy or regulation adopted for the purpose of reducing the emissions of GHGs?
Consistency with Applicable Plans and Policies
The SCAG 2020-2045 RTP/SCS is expected to help California reach its GHG reduction goals by reducing transportation related GHG emissions by 19 percent from 2005 levels by 2035. The 2020-2045 RTP/SCS includes implementation strategies for focusing growth near destinations and mobility options, promoting diverse housing choices, leveraging technology innovations, supporting implementation of sustainability policies, and promoting a green region. Further specific actions to reduce GHG emissions under the 2020-2045 RTP/SCS include designing transportation options that reduce the reliance on solo car trips, promoting low emission technologies such as electric vehicles and ride sharing, supporting statewide GHG emissions legislation, and pursuing funding opportunities to support local sustainable development projects that reduce GHG emissions.

The proposed project would be located within walking and biking distance of the Wilshire Boulevard and North La Cienega Boulevard commercial corridors. Existing public transit facilities are located within 0.5 mile of the project site along Wilshire Boulevard and La Cienega Boulevard, consisting of Metro Lines 14, 16, 20, 105, 218, 617, 720, and 786. In addition, the Purple Line (D line) station, which is currently under construction, would be available for residents at La Cienega and Wilshire Boulevard in the near future.

As such, both roadways are well served by bus lines that would provide transit options for project residents to reach other commercial/retail areas in the city, such as Rodeo Drive. Therefore, the proposed project would focus growth near destinations and public transit would be available within a short walk of the project site for residents to use. Thus, the project would be consistent with applicable goals of the SCAG 2020-2045 RTP/SCS.

City of Beverly Hills
Air Quality and Greenhouse Gas Emissions Technical Memorandum for the 55 North La Cienega Boulevard Project
11 Beverly Hills adopted the Sustainable City Plan, which contains goals intended to support sustainable development in the city. Implementation of this plan would contribute to a reduction in the city’s overall GHG emissions. Of the goals included in the Sustainable City Plan, the proposed project is consistent with the Goal 3 Energy, which encourages “the use of energy in a clean and efficient manner and the use of renewable resources.” The project would include approximately 1,300 square feet of PV solar panels and all light fixtures would be high-efficiency LEDs. The project would also be consistent with Goal 4 Water, which states “Reduce water use while maintaining a garden-like quality in the City.” The project would implement water-efficient irrigation with a smart controller to reduce water consumption. In addition, all plumbing fixtures would be low-flow to meet current code requirements set forth in the California Building Code.

The project would be served by Southern California Edison (SCE) which is required to increase its renewable energy procurement in accordance with SB 100 targets. SB 100 supports the reduction of GHG emissions from the electricity sector by accelerating the State’s Renewables Portfolio Standard Program. It requires electricity providers to increase procurement from eligible renewable energy resources to 33 percent of total retail sales by 2020, 60 percent by 2030, and 100 percent by 2045.

Furthermore, the proposed project would be consistent with the 2022 Scoping Plan goals as the project would be required to comply with the latest Title 24 Green Building Code and Building Efficiency Energy Standards and install energy-efficient LED lighting, water-efficient faucets and toilets, water efficient landscaping and irrigation, rooftop solar, and EV charging stations. The proposed project would therefore be consistent with the California Executive Order B-55-18 goal of carbon neutrality by 2045.

Given the aforementioned plan consistency, impacts related to generation of GHG emissions and consistency with State GHG reduction plans due to the proposed Housing Element Update would be less than significant.

GHG Emissions
As described above, based on compliance with plans, policies, and regulations adopted for the purpose of reducing GHG emissions, the project’s GHG impact would be less than significant. Quantitative calculations are provided below for informational purposes.

Construction Emissions
Based on the CalEEMod results, construction activity for the project would generate an estimated 2,069 metric tons (MT) of CO2e (as shown in Table 4) during construction. Amortized over a 30-year period (the assumed life of the project), construction of the proposed project would generate approximately 69 MT CO2e per year. Emissions from construction are amortized for the purpose of comparison with annual operational emissions over the estimated 30-year life of the project.

Table 4 Estimated Construction Emissions of Greenhouse Gases Construction Emissions (MT CO2e)
Total Emissions 2,069 MT CO2e
Amortized over 30 years 69 MT CO2e per year
See Attachment 1 for GHG emission worksheets and assumptions.

City of Beverly Hills
Air Quality and Greenhouse Gas Emissions Technical Memorandum for the 55 North La Cienega Boulevard Project
12 Operational Emissions
Long-term emissions relate to area sources, energy use, solid waste, water use, and transportation, as shown in Table 5. As shown in the table, annual GHG emissions for the project would be an estimated 1,287 MT CO2e. Each of these sources is discussed below the table.

Table 5 Combined Annual Emissions of Greenhouse Gases
Emission Source
Annual Emissions
(MT CO2e/yr)
Project Construction 69
Project Operational
Area
Energy
Solid Waste
Water
Mobile
4 346
88 23
757
Project Emissions 1,287
See Attachment 1 for GHG emission worksheets and assumptions.

Area emissions include consumer product use, the reapplication of architectural coatings, and landscape maintenance equipment. As shown in Table 5, area emissions would be approximately 4 MT CO2e per year.

Operation of the proposed project would consume both electricity and natural gas. Project operation would consume an estimated 1,293,902 kilowatt-hours (kWh) of electricity and 2,657,183 thousand British thermal units (kBTU) of natural gas per year (refer to Attachment 1). Electricity would be supplied to the project site by SCE. The generation of electricity used by the project would occur at off-site power plants, some of which would be generated by the combustion of fossil fuels that yields CO2, and to a smaller extent N2O and CH4.

On-site electricity generation from the proposed solar panels was conservatively excluded from this analysis. Overall energy use at the project site would generate an estimated 346 MT CO2e per year.

The CalEEMod output for GHG emissions from solid waste relies on current waste disposal rates provided by CalRecycle. Solid waste generation associated with the project would generate an estimated 88 MT CO2e per year.

Based on the amount of electricity generated in order to supply and convey water for the proposed project, the project would generate 23 MT CO2e per year.

Mobile source GHG emissions were based on trip rates contained in the project specific Transportation Assessment for each land use subtype in CalEEMod. The proposed project would generate an estimated 2,158,257 annual VMT and mobile sources associated with the project would emit an estimated 757 MT CO2e per year.

Based on CARB’s California Greenhouse Gas Inventory for 2000-2019, California produced 418.2 million metric tons (MMT) of CO2e in 2019. The major source of GHG emissions in California is the transportation sector, which comprises 40 percent of the state’s total GHG emissions (CARB 2021). Therefore, by City of Beverly Hills
Air Quality and Greenhouse Gas Emissions Technical Memorandum for the 55 North La Cienega Boulevard Project
13 comparison, the incremental increase of 1,287 MT CO2e per year associated with the project would not substantially contribute to statewide emissions or affect the climate. Furthermore, modeled emissions may overstate the actual increase in GHG emissions from the project since GHG emissions from the existing one-story restaurant are not subtracted from the project generated GHG emissions and the placement of residential uses near transit may reduce travel distances for some patrons.

Conclusion
The annual GHG emissions for the project are estimated at 1,287 MT CO2e. As discussed under the Consistency with Applicable Plans and Policies analysis, compliance with plans, policies, and regulations adopted for the purpose of reducing GHG emissions indicates that the project’s GHG impact would be less than significant.

Based on the findings of this technical memorandum, the project would not result in air quality and GHG impacts associated with construction and operation of the project.

Sincerely,
Rincon Consultants, Inc.

Lucas Carneiro Bill Vosti,
Air Quality & GHG Specialist Program Manager – Air Quality & GHG Attachment
Attachment 1 CalEEMod Results
City of Beverly Hills
Air Quality and Greenhouse Gas Emissions Technical Memorandum for the 55 North La Cienega Boulevard Project
14 References
Beverly Hills, City of. 2009. Sustainable City Plan.
http://www.beverlyhills.org/cbhfiles/storage/files/24347783778629768/SustainableCityPlan.pd f (accessed January 2023).

California Air Resources Board (CARB). 2021. California Greenhouse Gas Emissions for 2000 to 2019 Trends of Emissions and Other Indicators.
https://ww3.arb.ca.gov/cc/inventory/pubs/reports/2000_2019/ghg_inventory_trends_00-

19.pdf (accessed January 2023).
______. 2022. The 2022 Scoping Plan for Achieving Carbon Neutrality. https://ww2.arb.ca.gov/ourwork/programs/ab-32-climate-change-scoping-plan (accessed January 2023).

California Energy Commission. 2018. Statewide Summary Report. https://www.energy.ca.gov/sites/default/files/2019-11/Statewide_Reports-SUM-CCCA4-2018- 013_Statewide_Summary_Report_ADA.pdf (accessed January 2023).

South Coast Air Quality Management District (SCAQMD). 2003a. Localized Significance Thresholds. http://www.aqmd.gov/home/rules-compliance/ceqa/air-quality-analysis-handbook/localizedsignificance-thresholds (accessed January 2023). _____. 2003b. 2003 Air Quality Management Plan. https://www.aqmd.gov/home/air-quality/clean-airplans/air-quality-mgt-plan/2003-aqmp. _____. 2005. Rule 403. Fugitive Dust. https://www.aqmd.gov/docs/default-source/rule-book/ruleiv/rule-403.pdf?sfvrsn=4 (accessed January 2023). _____. 2018. NAAQS and CAAQS Attainment Status for South Coast Air Basin. http://www.aqmd.gov/docs/default-source/clean-air-plans/air-quality-managementplans/naaqs-caaqs-feb2016.pdf?sfvrsn=14 (accessed January 2023). _____. 2019. Air Quality Significance Thresholds. http://www.aqmd.gov/docs/defaultsource/ceqa/handbook/scaqmd-air-quality-significance-thresholds.pdf?sfvrsn=2 (accessed January 2023).
_____. 2022. 2022 Air Quality Management Plan. http://www.aqmd.gov/home/air-quality/clean-airplans/air-quality-mgt-plan# (accessed January 2023).

Southern California Association of Governments (SCAG). 2020. 2020-2045 Regional Transportation Plan/ Sustainable Communities Strategy. https://scag.ca.gov/sites/main/files/fileattachments/0903fconnectsocal-plan_0.pdf?1606001176 (accessed January 2023).

United States Department of Finance. 2022. E-5 Populations and Housing Estimates for Cities, Counties, and the State, 2020-2022. https://dof.ca.gov/forecasting/demographics/estimates/e-5- population-and-housing-estimates-for-cities-counties-and-the-state-2020-2022/ (accessed January 2023).

United States Energy Information Administration (USEIA). 2019. Table PBA2. Summary table: total and medians of floorspace, number of workers, hours of operation, and age of building by building activity subcategories, 2012.
https://www.eia.gov/consumption/commercial/data/2012/bc/cfm/pba2.php (accessed February 2023)
City of Beverly Hills
Air Quality and Greenhouse Gas Emissions Technical Memorandum for the 55 North La Cienega Boulevard Project
15 United States Environmental Protection Agency (USEPA). 2022. “Health and Environmental Effects of Particulate Matter (PM) https://www.epa.gov/pm-pollution/health-and-environmental-effectsparticulate-matter-pm (accessed January 2023).

Attachment 1
CalEEMod Results
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55 N La Cienega Detailed Report
Table of Contents

1. Basic Project Information

1.1. Basic Project Information

1.2. Land Use Types

1.3. User-Selected Emission Reduction Measures by Emissions Sector

2. Emissions Summary

2.1. Construction Emissions Compared Against Thresholds

2.2. Construction Emissions by Year, Unmitigated

2.3. Construction Emissions by Year, Mitigated

2.4. Operations Emissions Compared Against Thresholds

2.5. Operations Emissions by Sector, Unmitigated

2.6. Operations Emissions by Sector, Mitigated

3. Construction Emissions Details

3.1. Demolition (2024) - Unmitigated

3.2. Demolition (2024) - Mitigated
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3.3. Site Preparation (2024) - Unmitigated

3.4. Site Preparation (2024) - Mitigated

3.5. Grading (2024) - Unmitigated

3.6. Grading (2024) - Mitigated

3.7. Building Construction (2024) - Unmitigated

3.8. Building Construction (2024) - Mitigated

3.9. Building Construction (2025) - Unmitigated

3.10. Building Construction (2025) - Mitigated

3.11. Building Construction (2026) - Unmitigated

3.12. Building Construction (2026) - Mitigated

3.13. Paving (2026) - Unmitigated

3.14. Paving (2026) - Mitigated

3.15. Architectural Coating (2026) - Unmitigated

3.16. Architectural Coating (2026) - Mitigated

4. Operations Emissions Details

4.1. Mobile Emissions by Land Use

4.1.1. Unmitigated
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4.1.2. Mitigated

4.2. Energy

4.2.1. Electricity Emissions By Land Use - Unmitigated

4.2.2. Electricity Emissions By Land Use - Mitigated

4.2.3. Natural Gas Emissions By Land Use - Unmitigated

4.2.4. Natural Gas Emissions By Land Use - Mitigated

4.3. Area Emissions by Source

4.3.2. Unmitigated

4.3.1. Mitigated

4.4. Water Emissions by Land Use

4.4.2. Unmitigated

4.4.1. Mitigated

4.5. Waste Emissions by Land Use

4.5.2. Unmitigated

4.5.1. Mitigated

4.6. Refrigerant Emissions by Land Use

4.6.1. Unmitigated
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4.6.2. Mitigated

4.7. Offroad Emissions By Equipment Type

4.7.1. Unmitigated

4.7.2. Mitigated

4.8. Stationary Emissions By Equipment Type

4.8.1. Unmitigated

4.8.2. Mitigated

4.9. User Defined Emissions By Equipment Type

4.9.1. Unmitigated

4.9.2. Mitigated

4.10. Soil Carbon Accumulation By Vegetation Type

4.10.1. Soil Carbon Accumulation By Vegetation Type - Unmitigated

4.10.2. Above and Belowground Carbon Accumulation by Land Use Type - Unmitigated

4.10.3. Avoided and Sequestered Emissions by Species - Unmitigated

4.10.4. Soil Carbon Accumulation By Vegetation Type - Mitigated

4.10.5. Above and Belowground Carbon Accumulation by Land Use Type - Mitigated

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5. Activity Data

5.1. Construction Schedule

5.2. Off-Road Equipment

5.2.1. Unmitigated

5.2.2. Mitigated

5.3. Construction Vehicles

5.3.1. Unmitigated

5.3.2. Mitigated

5.4. Vehicles

5.4.1. Construction Vehicle Control Strategies

5.5. Architectural Coatings

5.6. Dust Mitigation

5.6.1. Construction Earthmoving Activities

5.6.2. Construction Earthmoving Control Strategies

5.7. Construction Paving

5.8. Construction Electricity Consumption and Emissions Factors

5.9. Operational Mobile Sources
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5.9.1. Unmitigated

5.9.2. Mitigated

5.10. Operational Area Sources

5.10.1. Hearths

5.10.1.1. Unmitigated

5.10.1.2. Mitigated

5.10.2. Architectural Coatings

5.10.3. Landscape Equipment

5.10.4. Landscape Equipment - Mitigated

5.11. Operational Energy Consumption

5.11.1. Unmitigated

5.11.2. Mitigated

5.12. Operational Water and Wastewater Consumption

5.12.1. Unmitigated

5.12.2. Mitigated

5.13. Operational Waste Generation

5.13.1. Unmitigated
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5.13.2. Mitigated

5.14. Operational Refrigeration and Air Conditioning Equipment

5.14.1. Unmitigated

5.14.2. Mitigated

5.15. Operational Off-Road Equipment

5.15.1. Unmitigated

5.15.2. Mitigated

5.16. Stationary Sources

5.16.1. Emergency Generators and Fire Pumps

5.16.2. Process Boilers

5.17. User Defined

5.18. Vegetation

5.18.1. Land Use Change

5.18.1.1. Unmitigated

5.18.1.2. Mitigated

5.18.1. Biomass Cover Type

5.18.1.1. Unmitigated
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5.18.1.2. Mitigated

5.18.2. Sequestration

5.18.2.1. Unmitigated

5.18.2.2. Mitigated

6. Climate Risk Detailed Report

6.1. Climate Risk Summary

6.2. Initial Climate Risk Scores

6.3. Adjusted Climate Risk Scores

6.4. Climate Risk Reduction Measures

7. Health and Equity Details

7.1. CalEnviroScreen 4.0 Scores

7.2. Healthy Places Index Scores

7.3. Overall Health & Equity Scores

7.4. Health & Equity Measures

7.5. Evaluation Scorecard

7.6. Health & Equity Custom Measures

8. User Changes to Default Data
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1. Basic Project Information

1.1. Basic Project Information
Data Field Value
Project Name 55 N La Cienega
Construction Start Date 5/1/2023
Operational Year 2026
Lead Agency —
Land Use Scale Project/site
Analysis Level for Defaults County
Windspeed (m/s) 2.70
Precipitation (days) 19.6
Location 55 N La Cienega Blvd, Beverly Hills, CA 90211, USA County Los Angeles-South Coast
City Beverly Hills
Air District South Coast AQMD
Air Basin South Coast
TAZ 4304
EDFZ 16
Electric Utility Southern California Edison
Gas Utility Southern California Gas
App Version 2022.1.1.13

1.2. Land Use Types
Land Use Subtype Size Unit Lot Acreage Building Area (sq ft) Landscape Area (sq ft)
Special Landscape
Area (sq ft)
Population Description
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High Turnover (Sit
Down Restaurant)

17.0 1000sqft 0.00 16,964 0.00 — — Restaurant/Cafe/Eat
Strip Mall 2.00 1000sqft 0.00 1,630 0.00 — — Retail 1 and 2; nonres Trash
Enclosed Parking
with Elevator
103 1000sqft 0.00 103,046 0.00 — — Subterranean and
Level 1 Parking
Apartments Mid Rise 105 Dwelling Unit 0.90 94,979 0.00 — 311 Includes electrical, res Trash

1.3. User-Selected Emission Reduction Measures by Emissions Sector Sector # Measure Title
Construction C-10-A Water Exposed Surfaces

2. Emissions Summary

2.1. Construction Emissions Compared Against Thresholds Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Un/Mit. TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 3.06 15.5 24.5 28.4 0.11 0.67 4.11 4.55 0.61 1.11 1.54 — 15,976 15,976 0.84 2.36 34.5 16,735 Mit. 3.06 15.5 24.5 28.4 0.11 0.67 4.11 4.55 0.61 1.11 1.54 — 15,976 15,976 0.84 2.36 34.5 16,735 %
Reduced
— — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 3.06 15.0 18.2 26.9 0.04 0.67 1.92 2.59 0.61 0.46 1.08 — 6,124 6,124 0.26 0.23 0.25 6,199 Mit. 3.06 15.0 18.2 26.9 0.04 0.67 1.92 2.59 0.61 0.46 1.08 — 6,124 6,124 0.26 0.23 0.25 6,199 55 N La Cienega Detailed Report, 6/5/2023
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%
Reduced
— — — — — — — — — — — — — — — — — —
Average
Daily
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 2.45 3.44 14.7 22.7 0.04 0.50 1.63 2.13 0.46 0.39 0.85 — 5,225 5,225 0.22 0.26 3.38 5,291 Mit. 2.45 3.44 14.7 22.7 0.04 0.50 1.63 2.13 0.46 0.39 0.85 — 5,225 5,225 0.22 0.26 3.38 5,291 %
Reduced
— — — — — — — — — — — — — — — — — —
Annual
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 0.45 0.63 2.69 4.15 0.01 0.09 0.30 0.39 0.08 0.07 0.15 — 865 865 0.04 0.04 0.56 876 Mit. 0.45 0.63 2.69 4.15 0.01 0.09 0.30 0.39 0.08 0.07 0.15 — 865 865 0.04 0.04 0.56 876 %
Reduced
— — — — — — — — — — — — — — — — — —
Exceeds
(Daily
Max)
— — — — — — — — — — — — — — — — — —
Threshol
d
— 75.0 100 550 — — — 150 — — 55.0 — — — — — — —
Unmit. — No No No — — — No — — No — — — — — — —
Mit. — No No No — — — No — — No — — — — — — —
Exceeds
(Average
Daily)
— — — — — — — — — — — — — — — — — —
Threshol
d
— 75.0 100 550 — — — 150 — — 55.0 — — — — — — —
Unmit. — No No No — — — No — — No — — — — — — —
Mit. — No No No — — — No — — No — — — — — — —

2.2. Construction Emissions by Year, Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) 55 N La Cienega Detailed Report, 6/5/2023
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Year TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily -
Summer
(Max)
— — — — — — — — — — — — — — — — — —
2024 3.06 2.56 24.5 28.4 0.11 0.67 4.11 4.55 0.61 1.11 1.54 — 15,976 15,976 0.84 2.36 34.5 16,735 2025 2.87 2.40 17.0 27.5 0.04 0.59 1.92 2.51 0.53 0.46 1.00 — 6,162 6,162 0.25 0.23 9.11 6,245 2026 2.68 15.5 16.2 26.7 0.04 0.53 1.92 2.45 0.48 0.46 0.94 — 6,111 6,111 0.25 0.23 8.43 6,193 Daily -
Winter
(Max)
— — — — — — — — — — — — — — — — — —
2024 3.06 2.55 18.2 26.9 0.04 0.67 1.92 2.59 0.61 0.46 1.08 — 6,124 6,124 0.26 0.23 0.25 6,199 2025 2.87 2.39 17.1 26.1 0.04 0.59 1.92 2.51 0.53 0.46 1.00 — 6,071 6,071 0.26 0.23 0.24 6,146 2026 2.68 15.0 16.3 25.5 0.04 0.53 1.92 2.45 0.48 0.46 0.94 — 6,022 6,022 0.25 0.23 0.22 6,096 Average
Daily
— — — — — — — — — — — — — — — — — —
2024 1.30 1.04 8.78 11.4 0.02 0.28 1.03 1.31 0.26 0.25 0.52 — 3,487 3,487 0.16 0.26 2.67 3,572 2025 2.45 2.05 14.7 22.7 0.04 0.50 1.63 2.13 0.46 0.39 0.85 — 5,225 5,225 0.22 0.19 3.38 5,291 2026 1.61 3.44 9.79 15.6 0.03 0.32 1.15 1.46 0.29 0.27 0.56 — 3,591 3,591 0.15 0.13 2.17 3,636 Annual — — — — — — — — — — — — — — — — — —
2024 0.24 0.19 1.60 2.08 < 0.005 0.05 0.19 0.24 0.05 0.05 0.09 — 577 577 0.03 0.04 0.44 591 2025 0.45 0.37 2.69 4.15 0.01 0.09 0.30 0.39 0.08 0.07 0.15 — 865 865 0.04 0.03 0.56 876 2026 0.29 0.63 1.79 2.84 < 0.005 0.06 0.21 0.27 0.05 0.05 0.10 — 595 595 0.02 0.02 0.36 602

2.3. Construction Emissions by Year, Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Year TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily -
Summer
(Max)
— — — — — — — — — — — — — — — — — —
2024 3.06 2.56 24.5 28.4 0.11 0.67 4.11 4.55 0.61 1.11 1.54 — 15,976 15,976 0.84 2.36 34.5 16,735 55 N La Cienega Detailed Report, 6/5/2023
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2025 2.87 2.40 17.0 27.5 0.04 0.59 1.92 2.51 0.53 0.46 1.00 — 6,162 6,162 0.25 0.23 9.11 6,245 2026 2.68 15.5 16.2 26.7 0.04 0.53 1.92 2.45 0.48 0.46 0.94 — 6,111 6,111 0.25 0.23 8.43 6,193 Daily -
Winter
(Max)
— — — — — — — — — — — — — — — — — —
2024 3.06 2.55 18.2 26.9 0.04 0.67 1.92 2.59 0.61 0.46 1.08 — 6,124 6,124 0.26 0.23 0.25 6,199 2025 2.87 2.39 17.1 26.1 0.04 0.59 1.92 2.51 0.53 0.46 1.00 — 6,071 6,071 0.26 0.23 0.24 6,146 2026 2.68 15.0 16.3 25.5 0.04 0.53 1.92 2.45 0.48 0.46 0.94 — 6,022 6,022 0.25 0.23 0.22 6,096 Average
Daily
— — — — — — — — — — — — — — — — — —
2024 1.30 1.04 8.78 11.4 0.02 0.28 1.03 1.31 0.26 0.25 0.52 — 3,487 3,487 0.16 0.26 2.67 3,572 2025 2.45 2.05 14.7 22.7 0.04 0.50 1.63 2.13 0.46 0.39 0.85 — 5,225 5,225 0.22 0.19 3.38 5,291 2026 1.61 3.44 9.79 15.6 0.03 0.32 1.15 1.46 0.29 0.27 0.56 — 3,591 3,591 0.15 0.13 2.17 3,636 Annual — — — — — — — — — — — — — — — — — —
2024 0.24 0.19 1.60 2.08 < 0.005 0.05 0.19 0.24 0.05 0.05 0.09 — 577 577 0.03 0.04 0.44 591 2025 0.45 0.37 2.69 4.15 0.01 0.09 0.30 0.39 0.08 0.07 0.15 — 865 865 0.04 0.03 0.56 876 2026 0.29 0.63 1.79 2.84 < 0.005 0.06 0.21 0.27 0.05 0.05 0.10 — 595 595 0.02 0.02 0.36 602

2.4. Operations Emissions Compared Against Thresholds
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Un/Mit. TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 4.11 6.37 2.53 31.8 0.05 0.09 1.74 1.83 0.09 0.31 0.40 170 7,072 7,242 17.4 0.25 43.7 7,796 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 2.58 4.94 2.59 19.0 0.05 0.08 1.74 1.82 0.08 0.31 0.39 170 6,829 6,999 17.4 0.26 27.6 7,540 55 N La Cienega Detailed Report, 6/5/2023
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Average — — — — — — — — — — — — — — — — — —
Daily
(Max)
Unmit. 3.56 5.86 2.61 26.4 0.05 0.09 1.65 1.74 0.09 0.29 0.38 170 6,669 6,838 17.4 0.25 34.0 7,383 Annual
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 0.65 1.07 0.48 4.82 0.01 0.02 0.30 0.32 0.02 0.05 0.07 28.1 1,104 1,132 2.89 0.04 5.63 1,222 Exceeds
(Daily
Max)
— — — — — — — — — — — — — — — — — —
Threshol
d
— 55.0 55.0 550 — — — 150 — — 55.0 — — — — — — —
Unmit. — No No No — — — No — — No — — — — — — —
Exceeds
(Average
Daily)
— — — — — — — — — — — — — — — — — —
Threshol
d
— 55.0 55.0 550 — — — 150 — — 55.0 — — — — — — —
Unmit. — No No No — — — No — — No — — — — — — —

2.5. Operations Emissions by Sector, Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Sector TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Mobile 2.53 2.29 1.73 20.1 0.05 0.03 1.74 1.77 0.03 0.31 0.34 — 4,896 4,896 0.23 0.19 16.5 4,975 Area 1.50 4.04 0.10 11.2 < 0.005 0.01 — 0.01 0.01 — 0.01 — 37.7 37.7 < 0.005 < 0.005 — 37.8 Energy 0.08 0.04 0.70 0.48 < 0.005 0.05 — 0.05 0.05 — 0.05 — 2,079 2,079 0.19 0.02 — 2,088 Water — — — — — — — — — — — 17.7 59.5 77.2 1.82 0.04 — 136 Waste — — — — — — — — — — — 152 0.00 152 15.2 0.00 — 532 55 N La Cienega Detailed Report, 6/5/2023
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Refrig. — — — — — — — — — — — — — — — — 27.2 27.2
Total 4.11 6.37 2.53 31.8 0.05 0.09 1.74 1.83 0.09 0.31 0.40 170 7,072 7,242 17.4 0.25 43.7 7,796 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Mobile 2.50 2.26 1.90 18.5 0.05 0.03 1.74 1.77 0.03 0.31 0.34 — 4,690 4,690 0.24 0.20 0.43 4,756 Area — 2.64 — — — — — — — — — — — — — — — —
Energy 0.08 0.04 0.70 0.48 < 0.005 0.05 — 0.05 0.05 — 0.05 — 2,079 2,079 0.19 0.02 — 2,088 Water — — — — — — — — — — — 17.7 59.5 77.2 1.82 0.04 — 136 Waste — — — — — — — — — — — 152 0.00 152 15.2 0.00 — 532 Refrig. — — — — — — — — — — — — — — — — 27.2 27.2
Total 2.58 4.94 2.59 19.0 0.05 0.08 1.74 1.82 0.08 0.31 0.39 170 6,829 6,999 17.4 0.26 27.6 7,540 Average
Daily
— — — — — — — — — — — — — — — — — —
Mobile 2.45 2.22 1.84 18.2 0.04 0.03 1.65 1.67 0.03 0.29 0.32 — 4,504 4,504 0.23 0.19 6.77 4,574 Area 1.03 3.60 0.07 7.70 < 0.005 0.01 — 0.01 0.01 — 0.01 — 25.8 25.8 < 0.005 < 0.005 — 25.9 Energy 0.08 0.04 0.70 0.48 < 0.005 0.05 — 0.05 0.05 — 0.05 — 2,079 2,079 0.19 0.02 — 2,088 Water — — — — — — — — — — — 17.7 59.5 77.2 1.82 0.04 — 136 Waste — — — — — — — — — — — 152 0.00 152 15.2 0.00 — 532 Refrig. — — — — — — — — — — — — — — — — 27.2 27.2
Total 3.56 5.86 2.61 26.4 0.05 0.09 1.65 1.74 0.09 0.29 0.38 170 6,669 6,838 17.4 0.25 34.0 7,383 Annual — — — — — — — — — — — — — — — — — —
Mobile 0.45 0.41 0.34 3.33 0.01 0.01 0.30 0.31 < 0.005 0.05 0.06 — 746 746 0.04 0.03 1.12 757 Area 0.19 0.66 0.01 1.41 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 4.27 4.27 < 0.005 < 0.005 — 4.29 Energy 0.01 0.01 0.13 0.09 < 0.005 0.01 — 0.01 0.01 — 0.01 — 344 344 0.03 < 0.005 — 346 Water — — — — — — — — — — — 2.93 9.86 12.8 0.30 0.01 — 22.5 Waste — — — — — — — — — — — 25.2 0.00 25.2 2.52 0.00 — 88.1 Refrig. — — — — — — — — — — — — — — — — 4.50 4.50
Total 0.65 1.07 0.48 4.82 0.01 0.02 0.30 0.32 0.02 0.05 0.07 28.1 1,104 1,132 2.89 0.04 5.63 1,222 55 N La Cienega Detailed Report, 6/5/2023
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2.6. Operations Emissions by Sector, Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Sector TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Mobile 2.53 2.29 1.73 20.1 0.05 0.03 1.74 1.77 0.03 0.31 0.34 — 4,896 4,896 0.23 0.19 16.5 4,975 Area 1.50 4.04 0.10 11.2 < 0.005 0.01 — 0.01 0.01 — 0.01 — 37.7 37.7 < 0.005 < 0.005 — 37.8 Energy 0.08 0.04 0.70 0.48 < 0.005 0.05 — 0.05 0.05 — 0.05 — 2,079 2,079 0.19 0.02 — 2,088 Water — — — — — — — — — — — 17.7 59.5 77.2 1.82 0.04 — 136 Waste — — — — — — — — — — — 152 0.00 152 15.2 0.00 — 532 Refrig. — — — — — — — — — — — — — — — — 27.2 27.2
Total 4.11 6.37 2.53 31.8 0.05 0.09 1.74 1.83 0.09 0.31 0.40 170 7,072 7,242 17.4 0.25 43.7 7,796 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Mobile 2.50 2.26 1.90 18.5 0.05 0.03 1.74 1.77 0.03 0.31 0.34 — 4,690 4,690 0.24 0.20 0.43 4,756 Area — 2.64 — — — — — — — — — — — — — — — —
Energy 0.08 0.04 0.70 0.48 < 0.005 0.05 — 0.05 0.05 — 0.05 — 2,079 2,079 0.19 0.02 — 2,088 Water — — — — — — — — — — — 17.7 59.5 77.2 1.82 0.04 — 136 Waste — — — — — — — — — — — 152 0.00 152 15.2 0.00 — 532 Refrig. — — — — — — — — — — — — — — — — 27.2 27.2
Total 2.58 4.94 2.59 19.0 0.05 0.08 1.74 1.82 0.08 0.31 0.39 170 6,829 6,999 17.4 0.26 27.6 7,540 Average
Daily
— — — — — — — — — — — — — — — — — —
Mobile 2.45 2.22 1.84 18.2 0.04 0.03 1.65 1.67 0.03 0.29 0.32 — 4,504 4,504 0.23 0.19 6.77 4,574 Area 1.03 3.60 0.07 7.70 < 0.005 0.01 — 0.01 0.01 — 0.01 — 25.8 25.8 < 0.005 < 0.005 — 25.9 Energy 0.08 0.04 0.70 0.48 < 0.005 0.05 — 0.05 0.05 — 0.05 — 2,079 2,079 0.19 0.02 — 2,088 Water — — — — — — — — — — — 17.7 59.5 77.2 1.82 0.04 — 136 55 N La Cienega Detailed Report, 6/5/2023
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Waste — — — — — — — — — — — 152 0.00 152 15.2 0.00 — 532 Refrig. — — — — — — — — — — — — — — — — 27.2 27.2
Total 3.56 5.86 2.61 26.4 0.05 0.09 1.65 1.74 0.09 0.29 0.38 170 6,669 6,838 17.4 0.25 34.0 7,383 Annual — — — — — — — — — — — — — — — — — —
Mobile 0.45 0.41 0.34 3.33 0.01 0.01 0.30 0.31 < 0.005 0.05 0.06 — 746 746 0.04 0.03 1.12 757 Area 0.19 0.66 0.01 1.41 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 4.27 4.27 < 0.005 < 0.005 — 4.29 Energy 0.01 0.01 0.13 0.09 < 0.005 0.01 — 0.01 0.01 — 0.01 — 344 344 0.03 < 0.005 — 346 Water — — — — — — — — — — — 2.93 9.86 12.8 0.30 0.01 — 22.5 Waste — — — — — — — — — — — 25.2 0.00 25.2 2.52 0.00 — 88.1 Refrig. — — — — — — — — — — — — — — — — 4.50 4.50
Total 0.65 1.07 0.48 4.82 0.01 0.02 0.30 0.32 0.02 0.05 0.07 28.1 1,104 1,132 2.89 0.04 5.63 1,222

3. Construction Emissions Details

3.1. Demolition (2024) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.47 0.39 3.34 4.31 0.01 0.12 — 0.12 0.11 — 0.11 — 604 604 0.02 < 0.005 — 606 Demolitio
n
— — — — — — 0.37 0.37 — 0.06 0.06 — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
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Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.03 0.03 0.25 0.32 < 0.005 0.01 — 0.01 0.01 — 0.01 — 44.7 44.7 < 0.005 < 0.005 — 44.8 Demolitio
n
— — — — — — 0.03 0.03 — < 0.005 < 0.005 — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.01 0.01 0.05 0.06 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 7.40 7.40 < 0.005 < 0.005 — 7.42 Demolitio
n
— — — — — — < 0.005 < 0.005 — < 0.005 < 0.005 — — — — — — — Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.04 0.03 0.04 0.57 0.00 0.00 0.10 0.10 0.00 0.02 0.02 — 106 106 < 0.005 < 0.005 0.42 107 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.04 0.01 0.58 0.23 < 0.005 0.01 0.12 0.13 0.01 0.03 0.04 — 467 467 0.03 0.07 1.07 491 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.04 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 7.53 7.53 < 0.005 < 0.005 0.01 7.64 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling < 0.005 < 0.005 0.05 0.02 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 34.6 34.6 < 0.005 0.01 0.03 36.3 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 1.25 1.25 < 0.005 < 0.005 < 0.005 1.26 55 N La Cienega Detailed Report, 6/5/2023
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Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling < 0.005 < 0.005 0.01 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 5.73 5.73 < 0.005 < 0.005 0.01 6.01

3.2. Demolition (2024) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.47 0.39 3.34 4.31 0.01 0.12 — 0.12 0.11 — 0.11 — 604 604 0.02 < 0.005 — 606 Demolitio
n
— — — — — — 0.37 0.37 — 0.06 0.06 — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.01 0.01 0.05 0.06 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 7.40 7.40 < 0.005 < 0.005 — 7.42 Demolitio
n
— — — — — — < 0.005 < 0.005 — < 0.005 < 0.005 — — — — — — — 55 N La Cienega Detailed Report, 6/5/2023
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Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.04 0.03 0.04 0.57 0.00 0.00 0.10 0.10 0.00 0.02 0.02 — 106 106 < 0.005 < 0.005 0.42 107 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.04 0.01 0.58 0.23 < 0.005 0.01 0.12 0.13 0.01 0.03 0.04 — 467 467 0.03 0.07 1.07 491 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.04 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 7.53 7.53 < 0.005 < 0.005 0.01 7.64 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling < 0.005 < 0.005 0.05 0.02 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 34.6 34.6 < 0.005 0.01 0.03 36.3 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 1.25 1.25 < 0.005 < 0.005 < 0.005 1.26 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling < 0.005 < 0.005 0.01 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 5.73 5.73 < 0.005 < 0.005 0.01 6.01

3.3. Site Preparation (2024) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
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Off-Road 0.24 0.20 1.60 1.05 < 0.005 0.07 — 0.07 0.06 — 0.06 — 208 208 0.01 < 0.005 — 208 Equipment
Dust
From
Material
Movement
— — — — — — 0.00 0.00 — 0.00 0.00 — — — — — — —
Onsite
truck

0.01 0.01 0.06 0.04 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 7.40 7.40 < 0.005 < 0.005 — 7.42 Dust
From
Material
Movement
— — — — — — 0.00 0.00 — 0.00 0.00 — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment
< 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 1.22 1.22 < 0.005 < 0.005 — 1.23 Dust
From
Material
Movement
— — — — — — 0.00 0.00 — 0.00 0.00 — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.02 0.02 0.02 0.38 0.00 0.00 0.07 0.07 0.00 0.02 0.02 — 70.6 70.6 < 0.005 < 0.005 0.28 71.7 55 N La Cienega Detailed Report, 6/5/2023
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Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 2.42 2.42 < 0.005 < 0.005 < 0.005 2.45 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 < 0.005 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 0.40 0.40 < 0.005 < 0.005 < 0.005 0.41 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.4. Site Preparation (2024) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.24 0.20 1.60 1.05 < 0.005 0.07 — 0.07 0.06 — 0.06 — 208 208 0.01 < 0.005 — 208 Dust
From
Material
Movement
— — — — — — 0.00 0.00 — 0.00 0.00 — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 55 N La Cienega Detailed Report, 6/5/2023
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Daily, — — — — — — — — — — — — — — — — — —
Winter
(Max)
Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.02 0.02 0.02 0.38 0.00 0.00 0.07 0.07 0.00 0.02 0.02 — 70.6 70.6 < 0.005 < 0.005 0.28 71.7 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
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Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 2.42 2.42 < 0.005 < 0.005 < 0.005 2.45 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 < 0.005 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 0.40 0.40 < 0.005 < 0.005 < 0.005 0.41 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.5. Grading (2024) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.89 0.74 6.12 7.32 0.01 0.26 — 0.26 0.24 — 0.24 — 1,130 1,130 0.05 0.01 — 1,134 Dust
From
Material
Movement
— — — — — — 0.04 0.04 — 0.01 0.01 — — — — — — —
Onsite
truck

0.07 0.05 0.45 0.54 < 0.005 0.02 — 0.02 0.02 — 0.02 — 83.6 83.6 < 0.005 < 0.005 — 83.9 55 N La Cienega Detailed Report, 6/5/2023
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Dust — — — — — — < 0.005 < 0.005 — < 0.005 < 0.005 — — — — — — — From
Material
Movement
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.01 0.01 0.08 0.10 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 13.8 13.8 < 0.005 < 0.005 — 13.9 Dust
From
Material
Movement
— — — — — — < 0.005 < 0.005 — < 0.005 < 0.005 — — — — — — — Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.09 0.08 0.08 1.32 0.00 0.00 0.23 0.23 0.00 0.05 0.05 — 247 247 0.01 0.01 0.97 251 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 1.11 0.31 18.3 7.03 0.10 0.18 3.84 4.02 0.18 1.05 1.23 — 14,600 14,600 0.79 2.34 33.6 15,351 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.01 0.01 0.01 0.09 0.00 0.00 0.02 0.02 0.00 < 0.005 < 0.005 — 17.6 17.6 < 0.005 < 0.005 0.03 17.8 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.08 0.02 1.42 0.52 0.01 0.01 0.28 0.29 0.01 0.08 0.09 — 1,080 1,080 0.06 0.17 1.07 1,134 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.02 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 2.91 2.91 < 0.005 < 0.005 0.01 2.95 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 55 N La Cienega Detailed Report, 6/5/2023
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Hauling 0.01 < 0.005 0.26 0.09 < 0.005 < 0.005 0.05 0.05 < 0.005 0.01 0.02 — 179 179 0.01 0.03 0.18 188

3.6. Grading (2024) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.07 0.05 0.45 0.54 < 0.005 0.02 — 0.02 0.02 — 0.02 — 83.6 83.6 < 0.005 < 0.005 — 83.9 Dust
From
Material
Movement
— — — — — — < 0.005 < 0.005 — < 0.005 < 0.005 — — — — — — — Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.01 0.01 0.08 0.10 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 13.8 13.8 < 0.005 < 0.005 — 13.9 55 N La Cienega Detailed Report, 6/5/2023
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Dust
From
Material
Movement
— — — — — — < 0.005 < 0.005 — < 0.005 < 0.005 — — — — — — — Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.09 0.08 0.08 1.32 0.00 0.00 0.23 0.23 0.00 0.05 0.05 — 247 247 0.01 0.01 0.97 251 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 1.11 0.31 18.3 7.03 0.10 0.18 3.84 4.02 0.18 1.05 1.23 — 14,600 14,600 0.79 2.34 33.6 15,351 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.01 0.01 0.01 0.09 0.00 0.00 0.02 0.02 0.00 < 0.005 < 0.005 — 17.6 17.6 < 0.005 < 0.005 0.03 17.8 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.08 0.02 1.42 0.52 0.01 0.01 0.28 0.29 0.01 0.08 0.09 — 1,080 1,080 0.06 0.17 1.07 1,134 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.02 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 2.91 2.91 < 0.005 < 0.005 0.01 2.95 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.01 < 0.005 0.26 0.09 < 0.005 < 0.005 0.05 0.05 < 0.005 0.01 0.02 — 179 179 0.01 0.03 0.18 188

3.7. Building Construction (2024) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
55 N La Cienega Detailed Report, 6/5/2023
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Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment

2.36 1.96 16.3 18.3 0.04 0.65— 0.65 0.60— 0.60— 3,425 3,425 0.14 0.03— 3,437 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00— 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment

2.36 1.96 16.3 18.3 0.04 0.65— 0.65 0.60— 0.60— 3,425 3,425 0.14 0.03— 3,437 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00— 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
——————————————————
Off-Road
Equipment

0.85 0.71 5.84 6.57 0.01 0.23— 0.23 0.22— 0.22— 1,231 1,231 0.05 0.01— 1,235 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00— 0.00 0.00 0.00 0.00 0.00 0.00 Annual——————————————————
Off-Road
Equipment

0.15 0.13 1.07 1.20 < 0.005 0.04— 0.04 0.04— 0.04— 204 204 0.01 < 0.005— 204 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00— 0.00 0.00 0.00 0.00 0.00 0.00 Offsite——————————————————
Daily,
Summer
(Max)
——————————————————
Worker 0.63 0.57 0.61 9.54 0.00 0.00 1.65 1.65 0.00 0.39 0.39— 1,786 1,786 0.07 0.06 7.05 1,813 Vendor 0.08 0.03 1.18 0.58 0.01 0.01 0.27 0.28 0.01 0.07 0.09— 1,005 1,005 0.04 0.14 2.73 1,050 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00— 0.00 0.00 0.00 0.00 0.00 0.00 55 N La Cienega Detailed Report, 6/5/2023
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Daily, — — — — — — — — — — — — — — — — — —
Winter
(Max)
Worker 0.62 0.56 0.72 8.07 0.00 0.00 1.65 1.65 0.00 0.39 0.39 — 1,693 1,693 0.08 0.06 0.18 1,714 Vendor 0.08 0.03 1.23 0.59 0.01 0.01 0.27 0.28 0.01 0.07 0.09 — 1,006 1,006 0.04 0.14 0.07 1,048 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.22 0.20 0.26 3.05 0.00 0.00 0.59 0.59 0.00 0.14 0.14 — 617 617 0.03 0.02 1.09 626 Vendor 0.03 0.01 0.45 0.21 < 0.005 0.01 0.09 0.10 0.01 0.03 0.03 — 361 361 0.01 0.05 0.42 377 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.04 0.04 0.05 0.56 0.00 0.00 0.11 0.11 0.00 0.03 0.03 — 102 102 < 0.005 < 0.005 0.18 104 Vendor 0.01 < 0.005 0.08 0.04 < 0.005 < 0.005 0.02 0.02 < 0.005 < 0.005 0.01 — 59.8 59.8 < 0.005 0.01 0.07 62.4 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.8. Building Construction (2024) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

2.36 1.96 16.3 18.3 0.04 0.65 — 0.65 0.60 — 0.60 — 3,425 3,425 0.14 0.03 — 3,437 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
55 N La Cienega Detailed Report, 6/5/2023
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Off-Road
Equipment

2.36 1.96 16.3 18.3 0.04 0.65— 0.65 0.60— 0.60— 3,425 3,425 0.14 0.03— 3,437 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00— 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
——————————————————
Off-Road
Equipment

0.85 0.71 5.84 6.57 0.01 0.23— 0.23 0.22— 0.22— 1,231 1,231 0.05 0.01— 1,235 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00— 0.00 0.00 0.00 0.00 0.00 0.00 Annual——————————————————
Off-Road
Equipment

0.15 0.13 1.07 1.20 < 0.005 0.04— 0.04 0.04— 0.04— 204 204 0.01 < 0.005— 204 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00— 0.00 0.00 0.00 0.00 0.00 0.00 Offsite——————————————————
Daily,
Summer
(Max)
——————————————————
Worker 0.63 0.57 0.61 9.54 0.00 0.00 1.65 1.65 0.00 0.39 0.39— 1,786 1,786 0.07 0.06 7.05 1,813 Vendor 0.08 0.03 1.18 0.58 0.01 0.01 0.27 0.28 0.01 0.07 0.09— 1,005 1,005 0.04 0.14 2.73 1,050 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00— 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
——————————————————
Worker 0.62 0.56 0.72 8.07 0.00 0.00 1.65 1.65 0.00 0.39 0.39— 1,693 1,693 0.08 0.06 0.18 1,714 Vendor 0.08 0.03 1.23 0.59 0.01 0.01 0.27 0.28 0.01 0.07 0.09— 1,006 1,006 0.04 0.14 0.07 1,048 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00— 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
——————————————————
Worker 0.22 0.20 0.26 3.05 0.00 0.00 0.59 0.59 0.00 0.14 0.14— 617 617 0.03 0.02 1.09 626 Vendor 0.03 0.01 0.45 0.21 < 0.005 0.01 0.09 0.10 0.01 0.03 0.03— 361 361 0.01 0.05 0.42 377 55 N La Cienega Detailed Report, 6/5/2023
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Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.04 0.04 0.05 0.56 0.00 0.00 0.11 0.11 0.00 0.03 0.03 — 102 102 < 0.005 < 0.005 0.18 104 Vendor 0.01 < 0.005 0.08 0.04 < 0.005 < 0.005 0.02 0.02 < 0.005 < 0.005 0.01 — 59.8 59.8 < 0.005 0.01 0.07 62.4 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.9. Building Construction (2025) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

2.20 1.83 15.3 18.1 0.04 0.57 — 0.57 0.53 — 0.53 — 3,424 3,424 0.14 0.03 — 3,436 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

2.20 1.83 15.3 18.1 0.04 0.57 — 0.57 0.53 — 0.53 — 3,424 3,424 0.14 0.03 — 3,436 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

1.88 1.57 13.1 15.5 0.03 0.49 — 0.49 0.45 — 0.45 — 2,935 2,935 0.12 0.02 — 2,945 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
55 N La Cienega Detailed Report, 6/5/2023
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Off-Road
Equipment

0.34 0.29 2.40 2.84 0.01 0.09 — 0.09 0.08 — 0.08 — 486 486 0.02 < 0.005 — 488 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.61 0.54 0.55 8.80 0.00 0.00 1.65 1.65 0.00 0.39 0.39 — 1,749 1,749 0.07 0.06 6.41 1,776 Vendor 0.07 0.03 1.12 0.55 0.01 0.01 0.27 0.28 0.01 0.07 0.08 — 989 989 0.04 0.14 2.71 1,034 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.60 0.54 0.61 7.46 0.00 0.00 1.65 1.65 0.00 0.39 0.39 — 1,658 1,658 0.08 0.06 0.17 1,679 Vendor 0.07 0.03 1.17 0.56 0.01 0.01 0.27 0.28 0.01 0.07 0.08 — 989 989 0.04 0.14 0.07 1,031 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.51 0.46 0.56 6.72 0.00 0.00 1.40 1.40 0.00 0.33 0.33 — 1,442 1,442 0.07 0.05 2.37 1,462 Vendor 0.06 0.02 1.01 0.47 0.01 0.01 0.23 0.24 0.01 0.06 0.07 — 848 848 0.04 0.12 1.00 885 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.09 0.08 0.10 1.23 0.00 0.00 0.26 0.26 0.00 0.06 0.06 — 239 239 0.01 0.01 0.39 242 Vendor 0.01 < 0.005 0.18 0.09 < 0.005 < 0.005 0.04 0.04 < 0.005 0.01 0.01 — 140 140 0.01 0.02 0.17 146 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.10. Building Construction (2025) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e 55 N La Cienega Detailed Report, 6/5/2023
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Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment

2.20 1.83 15.3 18.1 0.04 0.57— 0.57 0.53— 0.53— 3,424 3,424 0.14 0.03— 3,436 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00— 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment

2.20 1.83 15.3 18.1 0.04 0.57— 0.57 0.53— 0.53— 3,424 3,424 0.14 0.03— 3,436 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00— 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
——————————————————
Off-Road
Equipment

1.88 1.57 13.1 15.5 0.03 0.49— 0.49 0.45— 0.45— 2,935 2,935 0.12 0.02— 2,945 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00— 0.00 0.00 0.00 0.00 0.00 0.00 Annual——————————————————
Off-Road
Equipment

0.34 0.29 2.40 2.84 0.01 0.09— 0.09 0.08— 0.08— 486 486 0.02 < 0.005— 488 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00— 0.00 0.00 0.00 0.00 0.00 0.00 Offsite——————————————————
Daily,
Summer
(Max)
——————————————————
Worker 0.61 0.54 0.55 8.80 0.00 0.00 1.65 1.65 0.00 0.39 0.39— 1,749 1,749 0.07 0.06 6.41 1,776 Vendor 0.07 0.03 1.12 0.55 0.01 0.01 0.27 0.28 0.01 0.07 0.08— 989 989 0.04 0.14 2.71 1,034 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00— 0.00 0.00 0.00 0.00 0.00 0.00 55 N La Cienega Detailed Report, 6/5/2023
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Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.60 0.54 0.61 7.46 0.00 0.00 1.65 1.65 0.00 0.39 0.39 — 1,658 1,658 0.08 0.06 0.17 1,679 Vendor 0.07 0.03 1.17 0.56 0.01 0.01 0.27 0.28 0.01 0.07 0.08 — 989 989 0.04 0.14 0.07 1,031 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.51 0.46 0.56 6.72 0.00 0.00 1.40 1.40 0.00 0.33 0.33 — 1,442 1,442 0.07 0.05 2.37 1,462 Vendor 0.06 0.02 1.01 0.47 0.01 0.01 0.23 0.24 0.01 0.06 0.07 — 848 848 0.04 0.12 1.00 885 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.09 0.08 0.10 1.23 0.00 0.00 0.26 0.26 0.00 0.06 0.06 — 239 239 0.01 0.01 0.39 242 Vendor 0.01 < 0.005 0.18 0.09 < 0.005 < 0.005 0.04 0.04 < 0.005 0.01 0.01 — 140 140 0.01 0.02 0.17 146 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.11. Building Construction (2026) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

2.09 1.74 14.6 18.0 0.04 0.52 — 0.52 0.47 — 0.47 — 3,425 3,425 0.14 0.03 — 3,437 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
55 N La Cienega Detailed Report, 6/5/2023
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Off-Road
Equipment

2.09 1.74 14.6 18.0 0.04 0.52 — 0.52 0.47 — 0.47 — 3,425 3,425 0.14 0.03 — 3,437 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

1.19 0.99 8.36 10.3 0.02 0.29 — 0.29 0.27 — 0.27 — 1,954 1,954 0.08 0.02 — 1,961 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.22 0.18 1.53 1.88 < 0.005 0.05 — 0.05 0.05 — 0.05 — 324 324 0.01 < 0.005 — 325 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.53 0.47 0.49 8.17 0.00 0.00 1.65 1.65 0.00 0.39 0.39 — 1,714 1,714 0.07 0.06 5.80 1,740 Vendor 0.07 0.03 1.07 0.52 0.01 0.01 0.27 0.28 0.01 0.07 0.08 — 972 972 0.04 0.14 2.63 1,016 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.53 0.46 0.55 6.97 0.00 0.00 1.65 1.65 0.00 0.39 0.39 — 1,625 1,625 0.07 0.06 0.15 1,645 Vendor 0.07 0.03 1.12 0.53 0.01 0.01 0.27 0.28 0.01 0.07 0.08 — 972 972 0.04 0.14 0.07 1,014 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.30 0.26 0.34 4.16 0.00 0.00 0.93 0.93 0.00 0.22 0.22 — 941 941 0.04 0.03 1.43 954 Vendor 0.04 0.02 0.64 0.30 < 0.005 0.01 0.15 0.16 < 0.005 0.04 0.05 — 555 555 0.02 0.08 0.65 579 55 N La Cienega Detailed Report, 6/5/2023
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Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.05 0.05 0.06 0.76 0.00 0.00 0.17 0.17 0.00 0.04 0.04 — 156 156 0.01 0.01 0.24 158 Vendor 0.01 < 0.005 0.12 0.05 < 0.005 < 0.005 0.03 0.03 < 0.005 0.01 0.01 — 91.8 91.8 < 0.005 0.01 0.11 95.9 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.12. Building Construction (2026) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

2.09 1.74 14.6 18.0 0.04 0.52 — 0.52 0.47 — 0.47 — 3,425 3,425 0.14 0.03 — 3,437 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

2.09 1.74 14.6 18.0 0.04 0.52 — 0.52 0.47 — 0.47 — 3,425 3,425 0.14 0.03 — 3,437 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

1.19 0.99 8.36 10.3 0.02 0.29 — 0.29 0.27 — 0.27 — 1,954 1,954 0.08 0.02 — 1,961 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
55 N La Cienega Detailed Report, 6/5/2023
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Off-Road
Equipment

0.22 0.18 1.53 1.88 < 0.005 0.05 — 0.05 0.05 — 0.05 — 324 324 0.01 < 0.005 — 325 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.53 0.47 0.49 8.17 0.00 0.00 1.65 1.65 0.00 0.39 0.39 — 1,714 1,714 0.07 0.06 5.80 1,740 Vendor 0.07 0.03 1.07 0.52 0.01 0.01 0.27 0.28 0.01 0.07 0.08 — 972 972 0.04 0.14 2.63 1,016 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.53 0.46 0.55 6.97 0.00 0.00 1.65 1.65 0.00 0.39 0.39 — 1,625 1,625 0.07 0.06 0.15 1,645 Vendor 0.07 0.03 1.12 0.53 0.01 0.01 0.27 0.28 0.01 0.07 0.08 — 972 972 0.04 0.14 0.07 1,014 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.30 0.26 0.34 4.16 0.00 0.00 0.93 0.93 0.00 0.22 0.22 — 941 941 0.04 0.03 1.43 954 Vendor 0.04 0.02 0.64 0.30 < 0.005 0.01 0.15 0.16 < 0.005 0.04 0.05 — 555 555 0.02 0.08 0.65 579 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.05 0.05 0.06 0.76 0.00 0.00 0.17 0.17 0.00 0.04 0.04 — 156 156 0.01 0.01 0.24 158 Vendor 0.01 < 0.005 0.12 0.05 < 0.005 < 0.005 0.03 0.03 < 0.005 0.01 0.01 — 91.8 91.8 < 0.005 0.01 0.11 95.9 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.13. Paving (2026) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e 55 N La Cienega Detailed Report, 6/5/2023
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Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.59 0.49 4.24 5.30 0.01 0.18 — 0.18 0.16 — 0.16 — 823 823 0.03 0.01 — 826 Paving — 0.00 — — — — — — — — — — — — — — — —
Onsite
truck

0.04 0.03 0.30 0.38 < 0.005 0.01 — 0.01 0.01 — 0.01 — 58.6 58.6 < 0.005 < 0.005 — 58.8 Paving — 0.00 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.01 0.01 0.06 0.07 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 9.71 9.71 < 0.005 < 0.005 — 9.74 Paving — 0.00 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.07 0.06 0.07 1.13 0.00 0.00 0.23 0.23 0.00 0.05 0.05 — 237 237 0.01 0.01 0.80 241 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 55 N La Cienega Detailed Report, 6/5/2023
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Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.01 < 0.005 0.01 0.07 0.00 0.00 0.02 0.02 0.00 < 0.005 < 0.005 — 16.2 16.2 < 0.005 < 0.005 0.02 16.5 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 2.69 2.69 < 0.005 < 0.005 < 0.005 2.73 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.14. Paving (2026) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.59 0.49 4.24 5.30 0.01 0.18 — 0.18 0.16 — 0.16 — 823 823 0.03 0.01 — 826 Paving — 0.00 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
55 N La Cienega Detailed Report, 6/5/2023
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Off-Road 0.04 0.03 0.30 0.38 < 0.005 0.01 — 0.01 0.01 — 0.01 — 58.6 58.6 < 0.005 < 0.005 — 58.8 Equipment
Paving — 0.00 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.01 0.01 0.06 0.07 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 9.71 9.71 < 0.005 < 0.005 — 9.74 Paving — 0.00 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.07 0.06 0.07 1.13 0.00 0.00 0.23 0.23 0.00 0.05 0.05 — 237 237 0.01 0.01 0.80 241 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.01 < 0.005 0.01 0.07 0.00 0.00 0.02 0.02 0.00 < 0.005 < 0.005 — 16.2 16.2 < 0.005 < 0.005 0.02 16.5 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 2.69 2.69 < 0.005 < 0.005 < 0.005 2.73 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 55 N La Cienega Detailed Report, 6/5/2023
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3.15. Architectural Coating (2026) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.15 0.12 0.86 1.13 < 0.005 0.02 — 0.02 0.02 — 0.02 — 134 134 0.01 < 0.005 — 134 Architect
ural
Coatings
— 14.7 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.15 0.12 0.86 1.13 < 0.005 0.02 — 0.02 0.02 — 0.02 — 134 134 0.01 < 0.005 — 134 Architect
ural
Coatings
— 14.7 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.02 0.02 0.12 0.16 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 19.0 19.0 < 0.005 < 0.005 — 19.1 Architect
ural
Coatings
— 2.10 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 55 N La Cienega Detailed Report, 6/5/2023
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Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment
< 0.005 < 0.005 0.02 0.03 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 3.15 3.15 < 0.005 < 0.005 — 3.16 Architect
ural
Coatings
— 0.38 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.11 0.09 0.10 1.63 0.00 0.00 0.33 0.33 0.00 0.08 0.08 — 343 343 0.01 0.01 1.16 348 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.11 0.09 0.11 1.39 0.00 0.00 0.33 0.33 0.00 0.08 0.08 — 325 325 0.01 0.01 0.03 329 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.01 0.01 0.02 0.21 0.00 0.00 0.05 0.05 0.00 0.01 0.01 — 47.0 47.0 < 0.005 < 0.005 0.07 47.6 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.04 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 7.78 7.78 < 0.005 < 0.005 0.01 7.88 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 55 N La Cienega Detailed Report, 6/5/2023
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3.16. Architectural Coating (2026) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.15 0.12 0.86 1.13 < 0.005 0.02 — 0.02 0.02 — 0.02 — 134 134 0.01 < 0.005 — 134 Architect
ural
Coatings
— 14.7 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.15 0.12 0.86 1.13 < 0.005 0.02 — 0.02 0.02 — 0.02 — 134 134 0.01 < 0.005 — 134 Architect
ural
Coatings
— 14.7 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 55 N La Cienega Detailed Report, 6/5/2023
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Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment
< 0.005 < 0.005 0.02 0.03 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 3.15 3.15 < 0.005 < 0.005 — 3.16 Architect
ural
Coatings
— 0.38 — — — — — — — — — — — — — — — —
Onsite
truck

4. Operations Emissions Details

4.1. Mobile Emissions by Land Use

4.1.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
High
Turnover
(Sit Down
Restaurant)

0.37 0.34 0.23 2.59 0.01 < 0.005 0.21 0.22 < 0.005 0.04 0.04 — 606 606 0.03 0.02 2.03 616 Strip Mall 0.19 0.17 0.12 1.33 < 0.005 < 0.005 0.11 0.11 < 0.005 0.02 0.02 — 311 311 0.02 0.01 1.04 316 Enclosed
Parking
with
Elevator

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Apartme
nts
Mid Rise

1.97 1.78 1.39 16.2 0.04 0.02 1.41 1.44 0.02 0.25 0.27 — 3,979 3,979 0.18 0.15 13.5 4,043 Total 2.53 2.29 1.73 20.1 0.05 0.03 1.74 1.77 0.03 0.31 0.34 — 4,896 4,896 0.23 0.19 16.5 4,975 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
High
Turnover
(Sit Down
Restaurant)

0.36 0.33 0.25 2.42 0.01 < 0.005 0.21 0.22 < 0.005 0.04 0.04 — 580 580 0.03 0.03 0.05 589 Strip Mall 0.19 0.17 0.13 1.24 < 0.005 < 0.005 0.11 0.11 < 0.005 0.02 0.02 — 298 298 0.02 0.01 0.03 303 55 N La Cienega Detailed Report, 6/5/2023
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Enclosed 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Parking
with
Elevator
Apartme
nts
Mid Rise

1.95 1.76 1.52 14.8 0.04 0.02 1.41 1.44 0.02 0.25 0.27 — 3,812 3,812 0.19 0.16 0.35 3,865 Total 2.50 2.26 1.90 18.5 0.05 0.03 1.74 1.77 0.03 0.31 0.34 — 4,690 4,690 0.24 0.20 0.43 4,756 Annual — — — — — — — — — — — — — — — — — —
High
Turnover
(Sit Down
Restaurant)

0.06 0.06 0.03 0.31 < 0.005 < 0.005 0.02 0.02 < 0.005 < 0.005 < 0.005 — 57.3 57.3 < 0.005 < 0.005 0.08 58.3 Strip Mall 0.03 0.03 0.02 0.23 < 0.005 < 0.005 0.02 0.02 < 0.005 < 0.005 < 0.005 — 49.9 49.9 < 0.005 < 0.005 0.07 50.7 Enclosed
Parking
with
Elevator

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Apartme
nts
Mid Rise

0.35 0.32 0.28 2.78 0.01 < 0.005 0.26 0.26 < 0.005 0.05 0.05 — 639 639 0.03 0.03 0.96 648 Total 0.45 0.41 0.34 3.33 0.01 0.01 0.30 0.31 < 0.005 0.05 0.06 — 746 746 0.04 0.03 1.12 757

4.1.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
High
Turnover
(Sit Down
Restaurant)

0.37 0.34 0.23 2.59 0.01 < 0.005 0.21 0.22 < 0.005 0.04 0.04 — 606 606 0.03 0.02 2.03 616 55 N La Cienega Detailed Report, 6/5/2023
47 / 93
Strip Mall 0.19 0.17 0.12 1.33 < 0.005 < 0.005 0.11 0.11 < 0.005 0.02 0.02 — 311 311 0.02 0.01 1.04 316 Enclosed
Parking
with
Elevator

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Apartme
nts
Mid Rise

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 55 N La Cienega Detailed Report, 6/5/2023
48 / 93
Apartme
Mid Rise

0.35 0.32 0.28 2.78 0.01 < 0.005 0.26 0.26 < 0.005 0.05 0.05 — 639 639 0.03 0.03 0.96 648 Total 0.45 0.41 0.34 3.33 0.01 0.01 0.30 0.31 < 0.005 0.05 0.06 — 746 746 0.04 0.03 1.12 757

4.2. Energy

4.2.1. Electricity Emissions By Land Use - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — — 524 524 0.05 0.01 — 527
Strip Mall — — — — — — — — — — — — 15.4 15.4 < 0.005 < 0.005 — 15.5 Enclosed
Parking
with
Elevator
— — — — — — — — — — — — 361 361 0.03 < 0.005 — 363
Apartme
nts
Mid Rise
— — — — — — — — — — — — 327 327 0.03 < 0.005 — 329
Total — — — — — — — — — — — — 1,227 1,227 0.12 0.01 — 1,234 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — — 524 524 0.05 0.01 — 527
Strip Mall — — — — — — — — — — — — 15.4 15.4 < 0.005 < 0.005 — 15.5 55 N La Cienega Detailed Report, 6/5/2023
49 / 93
Enclosed
Parking
with
Elevator
— — — — — — — — — — — — 361 361 0.03 < 0.005 — 363
Apartme
nts
Mid Rise
— — — — — — — — — — — — 327 327 0.03 < 0.005 — 329
Total — — — — — — — — — — — — 1,227 1,227 0.12 0.01 — 1,234 Annual — — — — — — — — — — — — — — — — — —
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — — 86.8 86.8 0.01 < 0.005 — 87.3
Strip Mall — — — — — — — — — — — — 2.55 2.55 < 0.005 < 0.005 — 2.56 Enclosed
Parking
with
Elevator
— — — — — — — — — — — — 59.7 59.7 0.01 < 0.005 — 60.1
Apartme
nts
Mid Rise
— — — — — — — — — — — — 54.1 54.1 0.01 < 0.005 — 54.5
Total — — — — — — — — — — — — 203 203 0.02 < 0.005 — 204

4.2.2. Electricity Emissions By Land Use - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — — 524 524 0.05 0.01 — 527
55 N La Cienega Detailed Report, 6/5/2023
50 / 93
Strip Mall———————————— 15.4 15.4 < 0.005 < 0.005— 15.5
Enclosed
Parking
with
Elevator
———————————— 361 361 0.03 < 0.005— 363
Apartme
nts
Mid Rise
———————————— 327 327 0.03 < 0.005— 329
Total———————————— 1,227 1,227 0.12 0.01— 1,234
Daily,
Winter
(Max)
——————————————————
High
Turnover
(Sit Down
Restaurant)—
——————————— 524 524 0.05 0.01— 527
Strip Mall———————————— 15.4 15.4 < 0.005 < 0.005— 15.5
Enclosed
Parking
with
Elevator
———————————— 361 361 0.03 < 0.005— 363
Apartme
nts
Mid Rise
———————————— 327 327 0.03 < 0.005— 329
Total———————————— 1,227 1,227 0.12 0.01— 1,234
Annual——————————————————
High
Turnover
(Sit Down
Restaurant)—
——————————— 86.8 86.8 0.01 < 0.005— 87.3
Strip Mall———————————— 2.55 2.55 < 0.005 < 0.005— 2.56
Enclosed
Parking
with
Elevator
———————————— 59.7 59.7 0.01 < 0.005— 60.1
55 N La Cienega Detailed Report, 6/5/2023
51 / 93
Apartme
Mid Rise
— — — — — — — — — — — — 54.1 54.1 0.01 < 0.005 — 54.5
Total — — — — — — — — — — — — 203 203 0.02 < 0.005 — 204

4.2.3. Natural Gas Emissions By Land Use - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
High
Turnover
(Sit Down
Restaurant)

0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 — 0.00 0.00 0.00 0.00 — 0.00 Apartme
nts
Mid Rise

0.03 0.02 0.26 0.11 < 0.005 0.02 — 0.02 0.02 — 0.02 — 334 334 0.03 < 0.005 — 335 Total 0.08 0.04 0.70 0.48 < 0.005 0.05 — 0.05 0.05 — 0.05 — 852 852 0.08 < 0.005 — 854 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
High
Turnover
(Sit Down
Restaurant)

0.05 0.02 0.43 0.36 < 0.005 0.03 — 0.03 0.03 — 0.03 — 515 515 0.05 < 0.005 — 516 Strip Mall < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 2.57 2.57 < 0.005 < 0.005 — 2.58 55 N La Cienega Detailed Report, 6/5/2023
52 / 93
Enclosed 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 — 0.00 0.00 0.00 0.00 — 0.00 Parking
with
Elevator
Apartme
nts
Mid Rise

0.03 0.02 0.26 0.11 < 0.005 0.02 — 0.02 0.02 — 0.02 — 334 334 0.03 < 0.005 — 335 Total 0.08 0.04 0.70 0.48 < 0.005 0.05 — 0.05 0.05 — 0.05 — 852 852 0.08 < 0.005 — 854 Annual — — — — — — — — — — — — — — — — — —
High
Turnover
(Sit Down
Restaurant)

0.01 < 0.005 0.08 0.07 < 0.005 0.01 — 0.01 0.01 — 0.01 — 85.3 85.3 0.01 < 0.005 — 85.5 Strip Mall < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 0.43 0.43 < 0.005 < 0.005 — 0.43 Enclosed
Parking
with
Elevator

0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 — 0.00 0.00 0.00 0.00 — 0.00 Apartme
nts
Mid Rise

0.01 < 0.005 0.05 0.02 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 55.3 55.3 < 0.005 < 0.005 — 55.5 Total 0.01 0.01 0.13 0.09 < 0.005 0.01 — 0.01 0.01 — 0.01 — 141 141 0.01 < 0.005 — 141

4.2.4. Natural Gas Emissions By Land Use - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
High
Turnover
(Sit Down
Restaurant)

0.05 0.02 0.43 0.36 < 0.005 0.03 — 0.03 0.03 — 0.03 — 515 515 0.05 < 0.005 — 516 55 N La Cienega Detailed Report, 6/5/2023
53 / 93
Strip Mall < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 2.57 2.57 < 0.005 < 0.005 — 2.58 Enclosed
Parking
with
Elevator

0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 — 0.00 0.00 0.00 0.00 — 0.00 Apartme
nts
Mid Rise

0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 — 0.00 0.00 0.00 0.00 — 0.00 55 N La Cienega Detailed Report, 6/5/2023
54 / 93
Apartme
Mid Rise

4.3. Area Emissions by Source

4.3.2. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Source TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Consum
er
Products
— 2.43 — — — — — — — — — — — — — — — —
Architect
ural
Coatings
— 0.21 — — — — — — — — — — — — — — — —
Landsca
pe
Equipme
nt

1.50 1.40 0.10 11.2 < 0.005 0.01 — 0.01 0.01 — 0.01 — 37.7 37.7 < 0.005 < 0.005 — 37.8 Total 1.50 4.04 0.10 11.2 < 0.005 0.01 — 0.01 0.01 — 0.01 — 37.7 37.7 < 0.005 < 0.005 — 37.8 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Consum
er
Products
— 2.43 — — — — — — — — — — — — — — — —
Architect
ural
Coatings
— 0.21 — — — — — — — — — — — — — — — —
Total — 2.64 — — — — — — — — — — — — — — — —
55 N La Cienega Detailed Report, 6/5/2023
55 / 93
Annual — — — — — — — — — — — — — — — — — —
Consum
er
Products
— 0.44 — — — — — — — — — — — — — — — —
Architect
ural
Coatings
— 0.04 — — — — — — — — — — — — — — — —
Landsca
pe
Equipme
nt

0.19 0.17 0.01 1.41 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 4.27 4.27 < 0.005 < 0.005 — 4.29 Total 0.19 0.66 0.01 1.41 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 4.27 4.27 < 0.005 < 0.005 — 4.29

4.3.1. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Source TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Consum
er
Products
— 2.43 — — — — — — — — — — — — — — — —
Architect
ural
Coatings
— 0.21 — — — — — — — — — — — — — — — —
Landsca
pe
Equipme
nt

1.50 1.40 0.10 11.2 < 0.005 0.01 — 0.01 0.01 — 0.01 — 37.7 37.7 < 0.005 < 0.005 — 37.8 Total 1.50 4.04 0.10 11.2 < 0.005 0.01 — 0.01 0.01 — 0.01 — 37.7 37.7 < 0.005 < 0.005 — 37.8 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
55 N La Cienega Detailed Report, 6/5/2023
56 / 93
Consum — 2.43 — — — — — — — — — — — — — — — —
er
Architect
ural
Coatings
— 0.21 — — — — — — — — — — — — — — — —
Total — 2.64 — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Consum
er
Products
— 0.44 — — — — — — — — — — — — — — — —
Architect
ural
Coatings
— 0.04 — — — — — — — — — — — — — — — —
Landsca
pe
Equipme
nt

4.4. Water Emissions by Land Use

4.4.2. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — 9.89 33.3 43.2 1.02 0.02 — 75.9
Strip Mall — — — — — — — — — — — 0.28 0.96 1.24 0.03 < 0.005 — 2.18 55 N La Cienega Detailed Report, 6/5/2023
57 / 93
Enclosed
Parking
with
Elevator
——————————— 0.00 0.00 0.00 0.00 0.00— 0.00
Apartme
nts
Mid Rise
——————————— 7.50 25.3 32.8 0.77 0.02— 57.6
Total——————————— 17.7 59.5 77.2 1.82 0.04— 136
Daily,
Winter
(Max)
——————————————————
High
Turnover
(Sit Down
Restaurant)—
—————————— 9.89 33.3 43.2 1.02 0.02— 75.9
Strip Mall——————————— 0.28 0.96 1.24 0.03 < 0.005— 2.18 Enclosed
Parking
with
Elevator
——————————— 0.00 0.00 0.00 0.00 0.00— 0.00
Apartme
nts
Mid Rise
——————————— 7.50 25.3 32.8 0.77 0.02— 57.6
Total——————————— 17.7 59.5 77.2 1.82 0.04— 136
Annual——————————————————
High
Turnover
(Sit Down
Restaurant)—
—————————— 1.64 5.52 7.15 0.17 < 0.005— 12.6
Strip Mall——————————— 0.05 0.16 0.21 < 0.005 < 0.005— 0.36 Enclosed
Parking
with
Elevator
——————————— 0.00 0.00 0.00 0.00 0.00— 0.00
55 N La Cienega Detailed Report, 6/5/2023
58 / 93
Apartme — — — — — — — — — — — 1.24 4.18 5.43 0.13 < 0.005 — 9.53 nts
Mid Rise
Total — — — — — — — — — — — 2.93 9.86 12.8 0.30 0.01 — 22.5

4.4.1. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — 9.89 33.3 43.2 1.02 0.02 — 75.9
Strip Mall — — — — — — — — — — — 0.28 0.96 1.24 0.03 < 0.005 — 2.18 Enclosed
Parking
with
Elevator
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Apartme
nts
Mid Rise
— — — — — — — — — — — 7.50 25.3 32.8 0.77 0.02 — 57.6
Total — — — — — — — — — — — 17.7 59.5 77.2 1.82 0.04 — 136 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — 9.89 33.3 43.2 1.02 0.02 — 75.9
Strip Mall — — — — — — — — — — — 0.28 0.96 1.24 0.03 < 0.005 — 2.18 55 N La Cienega Detailed Report, 6/5/2023
59 / 93
Enclosed — — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00 Parking
with
Elevator
Apartme
nts
Mid Rise
— — — — — — — — — — — 7.50 25.3 32.8 0.77 0.02 — 57.6
Total — — — — — — — — — — — 17.7 59.5 77.2 1.82 0.04 — 136 Annual — — — — — — — — — — — — — — — — — —
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — 1.64 5.52 7.15 0.17 < 0.005 — 12.6 Strip Mall — — — — — — — — — — — 0.05 0.16 0.21 < 0.005 < 0.005 — 0.36 Enclosed
Parking
with
Elevator
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Apartme
nts
Mid Rise
— — — — — — — — — — — 1.24 4.18 5.43 0.13 < 0.005 — 9.53 Total — — — — — — — — — — — 2.93 9.86 12.8 0.30 0.01 — 22.5

4.5. Waste Emissions by Land Use

4.5.2. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
55 N La Cienega Detailed Report, 6/5/2023
60 / 93
High——————————— 109 0.00 109 10.9 0.00— 381
Turnover
(Sit Down
Restaurant)
Strip Mall——————————— 1.13 0.00 1.13 0.11 0.00— 3.96
Enclosed
Parking
with
Elevator
——————————— 0.00 0.00 0.00 0.00 0.00— 0.00
Apartme
nts
Mid Rise
——————————— 41.9 0.00 41.9 4.18 0.00— 146
Total——————————— 152 0.00 152 15.2 0.00— 532
Daily,
Winter
(Max)
——————————————————
High
Turnover
(Sit Down
Restaurant)—
—————————— 109 0.00 109 10.9 0.00— 381
Strip Mall——————————— 1.13 0.00 1.13 0.11 0.00— 3.96
Enclosed
Parking
with
Elevator
——————————— 0.00 0.00 0.00 0.00 0.00— 0.00
Apartme
nts
Mid Rise
——————————— 41.9 0.00 41.9 4.18 0.00— 146
Total——————————— 152 0.00 152 15.2 0.00— 532
Annual——————————————————
High
Turnover
(Sit Down
Restaurant)—
—————————— 18.1 0.00 18.1 1.80 0.00— 63.2
Strip Mall——————————— 0.19 0.00 0.19 0.02 0.00— 0.66
55 N La Cienega Detailed Report, 6/5/2023
61 / 93
Enclosed
Parking
with
Elevator
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Apartme
nts
Mid Rise
— — — — — — — — — — — 6.93 0.00 6.93 0.69 0.00 — 24.3
Total — — — — — — — — — — — 25.2 0.00 25.2 2.52 0.00 — 88.1

4.5.1. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — 109 0.00 109 10.9 0.00 — 381
Strip Mall — — — — — — — — — — — 1.13 0.00 1.13 0.11 0.00 — 3.96 Enclosed
Parking
with
Elevator
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Apartme
nts
Mid Rise
— — — — — — — — — — — 41.9 0.00 41.9 4.18 0.00 — 146
Total — — — — — — — — — — — 152 0.00 152 15.2 0.00 — 532 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
55 N La Cienega Detailed Report, 6/5/2023
62 / 93
High — — — — — — — — — — — 109 0.00 109 10.9 0.00 — 381 Turnover
(Sit Down
Restaurant)
Strip Mall — — — — — — — — — — — 1.13 0.00 1.13 0.11 0.00 — 3.96 Enclosed
Parking
with
Elevator
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Apartme
nts
Mid Rise
— — — — — — — — — — — 41.9 0.00 41.9 4.18 0.00 — 146
Total — — — — — — — — — — — 152 0.00 152 15.2 0.00 — 532 Annual — — — — — — — — — — — — — — — — — —
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — 18.1 0.00 18.1 1.80 0.00 — 63.2
Strip Mall — — — — — — — — — — — 0.19 0.00 0.19 0.02 0.00 — 0.66 Enclosed
Parking
with
Elevator
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Apartme
nts
Mid Rise
— — — — — — — — — — — 6.93 0.00 6.93 0.69 0.00 — 24.3
Total — — — — — — — — — — — 25.2 0.00 25.2 2.52 0.00 — 88.1

4.6. Refrigerant Emissions by Land Use

4.6.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e 55 N La Cienega Detailed Report, 6/5/2023
63 / 93
Daily,
Summer
(Max)
——————————————————
High
Turnover
(Sit Down
Restaurant)—
——————————————— 26.5 26.5
Strip Mall———————————————— 0.01 0.01
Apartme
nts
Mid Rise
———————————————— 0.68 0.68
Total———————————————— 27.2 27.2
Daily,
Winter
(Max)
——————————————————
High
Turnover
(Sit Down
Restaurant)—
——————————————— 26.5 26.5
Strip Mall———————————————— 0.01 0.01
Apartme
nts
Mid Rise
———————————————— 0.68 0.68
Total———————————————— 27.2 27.2
Annual——————————————————
High
Turnover
(Sit Down
Restaurant)—
——————————————— 4.39 4.39
Strip Mall———————————————— < 0.005 < 0.005
Apartme
nts
Mid Rise
———————————————— 0.11 0.11
Total———————————————— 4.50 4.50
55 N La Cienega Detailed Report, 6/5/2023
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4.6.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — — — — — — 26.5 26.5
Strip Mall — — — — — — — — — — — — — — — — 0.01 0.01
Apartme
nts
Mid Rise
— — — — — — — — — — — — — — — — 0.68 0.68
Total — — — — — — — — — — — — — — — — 27.2 27.2
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — — — — — — 26.5 26.5
Strip Mall — — — — — — — — — — — — — — — — 0.01 0.01
Apartme
nts
Mid Rise
— — — — — — — — — — — — — — — — 0.68 0.68
Total — — — — — — — — — — — — — — — — 27.2 27.2
Annual — — — — — — — — — — — — — — — — — —
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — — — — — — 4.39 4.39
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Apartme
Mid Rise
— — — — — — — — — — — — — — — — 0.11 0.11
Total — — — — — — — — — — — — — — — — 4.50 4.50

4.7. Offroad Emissions By Equipment Type

4.7.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipme
nt
Type
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —

4.7.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipme
nt
Type
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
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Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —

4.8. Stationary Emissions By Equipment Type

4.8.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipme
nt
Type
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —

4.8.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipme
nt
Type
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e 55 N La Cienega Detailed Report, 6/5/2023
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Daily, — — — — — — — — — — — — — — — — — —
Summer
(Max)
Total — — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —

4.9. User Defined Emissions By Equipment Type

4.9.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipme
nt
Type
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —

4.9.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) 55 N La Cienega Detailed Report, 6/5/2023
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Equipme
Type
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —

4.10. Soil Carbon Accumulation By Vegetation Type

4.10.1. Soil Carbon Accumulation By Vegetation Type - Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Vegetatio
n
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —

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Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —

4.10.3. Avoided and Sequestered Emissions by Species - Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Species TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Avoided — — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
Sequest
ered
— — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
Remove
d
— — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — —
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Daily, — — — — — — — — — — — — — — — — — —
Winter
(Max)
Avoided — — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
Sequest
ered
— — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
Remove
d
— — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Avoided — — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
Sequest
ered
— — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
Remove
d
— — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — —

4.10.4. Soil Carbon Accumulation By Vegetation Type - Mitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Vegetatio
n
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
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Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —

4.10.5. Above and Belowground Carbon Accumulation by Land Use Type - Mitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —

4.10.6. Avoided and Sequestered Emissions by Species - Mitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Species TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Avoided — — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
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Sequest——————————————————
Subtotal——————————————————
Remove d——————————————————
Subtotal——————————————————
———————————————————
Daily,
Winter
(Max)
——————————————————
Avoided——————————————————
Subtotal——————————————————
Sequest
ered
——————————————————
Subtotal——————————————————
Remove d——————————————————
Subtotal——————————————————
———————————————————
Annual——————————————————
Avoided——————————————————
Subtotal——————————————————
Sequest
ered
——————————————————
Subtotal——————————————————
Remove d——————————————————
Subtotal——————————————————
———————————————————
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5. Activity Data

5.1. Construction Schedule
Phase Name Phase Type Start Date End Date Days Per Week Work Days per Phase Phase Description Demolition Demolition 5/1/2024 5/31/2024 6.00 27.0 —
Site Preparation Site Preparation 6/1/2024 6/15/2024 6.00 13.0 — Grading Grading 7/1/2024 7/31/2024 6.00 27.0 —
Building Construction Building Construction 8/1/2024 8/31/2026 6.00 652 — Paving Paving 9/1/2026 9/30/2026 6.00 26.0 —
Architectural Coating Architectural Coating 9/1/2026 10/30/2026 6.00 52.0 —

5.2. Off-Road Equipment

5.2.1. Unmitigated
Phase Name Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor Demolition Tractors/Loaders/Backh
oes
Diesel Average 1.00 6.00 84.0 0.37
Demolition Excavators Diesel Average 1.00 8.00 36.0 0.38 Demolition Generator Sets Diesel Average 1.00 8.00 33.0 0.73 Site Preparation Generator Sets Diesel Average 2.00 8.00 14.0 0.74 Grading Tractors/Loaders/Backh
oes
Diesel Average 2.00 8.00 84.0 0.37
Grading Plate Compactors Diesel Average 1.00 8.00 8.00 0.43 Grading Dumpers/Tenders Diesel Average 1.00 8.00 16.0 0.38 Grading Excavators Diesel Average 1.00 8.00 36.0 0.38
Grading Generator Sets Diesel Average 1.00 8.00 14.0 0.74 Grading Trenchers Diesel Average 1.00 8.00 40.0 0.50
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Building Construction Aerial Lifts Diesel Average 1.00 8.00 46.0 0.31 Building Construction Air Compressors Diesel Average 1.00 10.0 37.0 0.48 Building Construction Pavers Diesel Average 1.00 8.00 81.0 0.42 Building Construction Paving Equipment Diesel Average 1.00 8.00 89.0 0.36 Building Construction Pressure Washers Diesel Average 1.00 8.00 14.0 0.30 Building Construction Pumps Diesel Average 2.00 8.00 11.0 0.74 Building Construction Rollers Diesel Average 1.00 8.00 36.0 0.38 Building Construction Signal Boards Diesel Average 3.00 8.00 6.00 0.82 Building Construction Skid Steer Loaders Diesel Average 1.00 8.00 71.0 0.37 Building Construction Surfacing Equipment Diesel Average 1.00 8.00 399 0.30 Building Construction Sweepers/Scrubbers Diesel Average 1.00 8.00 36.0 0.46 Building Construction Welders Diesel Average 2.00 8.00 46.0 0.45 Paving Tractors/Loaders/Backh
oes
Diesel Average 1.00 7.00 84.0 0.37
Paving Cement and Mortar
Mixers
Diesel Average 4.00 6.00 10.0 0.56
Paving Pavers Diesel Average 1.00 7.00 81.0 0.42
Paving Rollers Diesel Average 1.00 7.00 36.0 0.38
Architectural Coating Air Compressors Diesel Average 1.00 6.00 37.0 0.48

5.2.2. Mitigated
Phase Name Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor Demolition Tractors/Loaders/Backh
oes
Diesel Average 1.00 6.00 84.0 0.37
Demolition Excavators Diesel Average 1.00 8.00 36.0 0.38 Demolition Generator Sets Diesel Average 1.00 8.00 33.0 0.73 Site Preparation Generator Sets Diesel Average 2.00 8.00 14.0 0.74 Grading Tractors/Loaders/Backh
oes
Diesel Average 2.00 8.00 84.0 0.37
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Grading Plate Compactors Diesel Average 1.00 8.00 8.00 0.43 Grading Dumpers/Tenders Diesel Average 1.00 8.00 16.0 0.38 Grading Excavators Diesel Average 1.00 8.00 36.0 0.38
Grading Generator Sets Diesel Average 1.00 8.00 14.0 0.74 Grading Trenchers Diesel Average 1.00 8.00 40.0 0.50
Building Construction Aerial Lifts Diesel Average 1.00 8.00 46.0 0.31 Building Construction Air Compressors Diesel Average 1.00 10.0 37.0 0.48 Building Construction Pavers Diesel Average 1.00 8.00 81.0 0.42 Building Construction Paving Equipment Diesel Average 1.00 8.00 89.0 0.36 Building Construction Pressure Washers Diesel Average 1.00 8.00 14.0 0.30 Building Construction Pumps Diesel Average 2.00 8.00 11.0 0.74 Building Construction Rollers Diesel Average 1.00 8.00 36.0 0.38 Building Construction Signal Boards Diesel Average 3.00 8.00 6.00 0.82 Building Construction Skid Steer Loaders Diesel Average 1.00 8.00 71.0 0.37 Building Construction Surfacing Equipment Diesel Average 1.00 8.00 399 0.30 Building Construction Sweepers/Scrubbers Diesel Average 1.00 8.00 36.0 0.46 Building Construction Welders Diesel Average 2.00 8.00 46.0 0.45 Paving Tractors/Loaders/Backh
oes
Diesel Average 1.00 7.00 84.0 0.37
Paving Cement and Mortar
Mixers
Diesel Average 4.00 6.00 10.0 0.56
Paving Pavers Diesel Average 1.00 7.00 81.0 0.42
Paving Rollers Diesel Average 1.00 7.00 36.0 0.38
Architectural Coating Air Compressors Diesel Average 1.00 6.00 37.0 0.48

5.3. Construction Vehicles

5.3.1. Unmitigated
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Phase Name Trip Type One-Way Trips per Day Miles per Trip Vehicle Mix Demolition — — — —
Demolition Worker 7.50 18.5 LDA,LDT1,LDT2
Demolition Vendor — 10.2 HHDT,MHDT
Demolition Hauling 6.63 20.0 HHDT
Demolition Onsite truck — — HHDT
Site Preparation — — — —
Site Preparation Worker 5.00 18.5 LDA,LDT1,LDT2
Site Preparation Vendor — 10.2 HHDT,MHDT
Site Preparation Hauling 0.00 20.0 HHDT
Site Preparation Onsite truck — — HHDT
Grading — — — —
Grading Worker 17.5 18.5 LDA,LDT1,LDT2
Grading Vendor — 10.2 HHDT,MHDT
Grading Hauling 207 20.0 HHDT
Grading Onsite truck — — HHDT
Building Construction — — — —
Building Construction Worker 127 18.5 LDA,LDT1,LDT2
Building Construction Vendor 31.2 10.2 HHDT,MHDT
Building Construction Hauling 0.00 20.0 HHDT
Building Construction Onsite truck — — HHDT
Paving — — — —
Paving Worker 17.5 18.5 LDA,LDT1,LDT2
Paving Vendor — 10.2 HHDT,MHDT
Paving Hauling 0.00 20.0 HHDT
Paving Onsite truck — — HHDT
Architectural Coating — — — —
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Architectural Coating Worker 25.3 18.5 LDA,LDT1,LDT2
Architectural Coating Vendor — 10.2 HHDT,MHDT
Architectural Coating Hauling 0.00 20.0 HHDT
Architectural Coating Onsite truck — — HHDT

5.3.2. Mitigated
Phase Name Trip Type One-Way Trips per Day Miles per Trip Vehicle Mix Demolition — — — —
Demolition Worker 7.50 18.5 LDA,LDT1,LDT2
Demolition Vendor — 10.2 HHDT,MHDT
Demolition Hauling 6.63 20.0 HHDT
Demolition Onsite truck — — HHDT
Site Preparation — — — —
Site Preparation Worker 5.00 18.5 LDA,LDT1,LDT2
Site Preparation Vendor — 10.2 HHDT,MHDT
Site Preparation Hauling 0.00 20.0 HHDT
Site Preparation Onsite truck — — HHDT
Grading — — — —
Grading Worker 17.5 18.5 LDA,LDT1,LDT2
Grading Vendor — 10.2 HHDT,MHDT
Grading Hauling 207 20.0 HHDT
Grading Onsite truck — — HHDT
Building Construction — — — —
Building Construction Worker 127 18.5 LDA,LDT1,LDT2
Building Construction Vendor 31.2 10.2 HHDT,MHDT
Building Construction Hauling 0.00 20.0 HHDT
Building Construction Onsite truck — — HHDT
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Paving — — — —
Paving Worker 17.5 18.5 LDA,LDT1,LDT2
Paving Vendor — 10.2 HHDT,MHDT
Paving Hauling 0.00 20.0 HHDT
Paving Onsite truck — — HHDT
Architectural Coating — — — —
Architectural Coating Worker 25.3 18.5 LDA,LDT1,LDT2
Architectural Coating Vendor — 10.2 HHDT,MHDT
Architectural Coating Hauling 0.00 20.0 HHDT
Architectural Coating Onsite truck — — HHDT

5.4. Vehicles

5.4.1. Construction Vehicle Control Strategies
Control Strategies Applied PM10 Reduction PM2.5 Reduction Water unpaved roads twice daily 55% 55%
Limit vehicle speeds on unpaved roads to 25 mph 44% 44%

5.5. Architectural Coatings
Phase Name Residential Interior Area Coated
(sq ft)
Residential Exterior Area Coated
(sq ft)
Non-Residential Interior Area
Coated (sq ft)
Non-Residential Exterior Area
Coated (sq ft)
Parking Area Coated (sq ft)
Architectural Coating 192,332 64,111 27,891 9,297 —

5.6. Dust Mitigation

5.6.1. Construction Earthmoving Activities
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Phase Name Material Imported (cy) Material Exported (cy) Acres Graded (acres) Material Demolished (Building Acres Paved (acres) Square Footage)
Demolition 0.00 0.00 0.00 15,535 —
Site Preparation — — 0.00 0.00 —
Grading — 44,722 0.00 0.00 —
Paving 0.00 0.00 0.00 0.00 0.00

5.6.2. Construction Earthmoving Control Strategies
Control Strategies Applied Frequency (per day) PM10 Reduction PM2.5 Reduction Water Exposed Area 2 61% 61%
Water Demolished Area 2 36% 36%

5.7. Construction Paving
Land Use Area Paved (acres) % Asphalt
High Turnover (Sit Down Restaurant) 0.00 0%
Strip Mall 0.00 0%
Enclosed Parking with Elevator 0.00 100%
Apartments Mid Rise — 0%

5.8. Construction Electricity Consumption and Emissions Factors kWh per Year and Emission Factor (lb/MWh)
Year kWh per Year CO2 CH4 N2O
2024 0.00 532 0.03 < 0.005
2025 0.00 532 0.03 < 0.005
2026 0.00 532 0.03 < 0.005
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5.9. Operational Mobile Sources

5.9.1. Unmitigated
Land Use Type Trips/Weekday Trips/Saturday Trips/Sunday Trips/Year VMT/Weekday VMT/Saturday VMT/Sunday VMT/Year High Turnover (Sit
Down Restaurant)
107 107 107 39,091 311 767 767 161,111
Strip Mall 55.0 55.0 55.0 20,075 394 394 394 143,793
Enclosed Parking
with Elevator

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Apartments Mid Rise 536 536 536 195,458 5,078 5,078 5,078 1,853,353

5.9.2. Mitigated
Land Use Type Trips/Weekday Trips/Saturday Trips/Sunday Trips/Year VMT/Weekday VMT/Saturday VMT/Sunday VMT/Year High Turnover (Sit
Down Restaurant)
107 107 107 39,091 311 767 767 161,111
Strip Mall 55.0 55.0 55.0 20,075 394 394 394 143,793
Enclosed Parking
with Elevator

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Apartments Mid Rise 536 536 536 195,458 5,078 5,078 5,078 1,853,353

5.10. Operational Area Sources

5.10.1. Hearths

5.10.1.1. Unmitigated

5.10.1.2. Mitigated

5.10.2. Architectural Coatings
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Residential Interior Area Coated (sq ft) Residential Exterior Area Coated (sq ft) Non-Residential Interior Area Coated (sq ft)
Non-Residential Exterior Area Coated
(sq ft)
Parking Area Coated (sq ft)
192332.475 64,111 27,891 9,297 —

5.10.3. Landscape Equipment
Season Unit Value
Snow Days day/yr 0.00
Summer Days day/yr 250

5.10.4. Landscape Equipment - Mitigated
Season Unit Value
Snow Days day/yr 0.00
Summer Days day/yr 250

5.11. Operational Energy Consumption

5.11.1. Unmitigated
Electricity (kWh/yr) and CO2 and CH4 and N2O and Natural Gas (kBTU/yr) Land Use Electricity (kWh/yr) CO2 CH4 N2O Natural Gas (kBTU/yr) High Turnover (Sit Down
Restaurant)
552,519 346 0.0330 0.0040 1,606,994
Strip Mall 16,229 346 0.0330 0.0040 8,026
Enclosed Parking with Elevator 380,387 346 0.0330 0.0040 0.00 Apartments Mid Rise 344,767 346 0.0330 0.0040 1,042,163

5.11.2. Mitigated
Electricity (kWh/yr) and CO2 and CH4 and N2O and Natural Gas (kBTU/yr) 55 N La Cienega Detailed Report, 6/5/2023
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Land Use Electricity (kWh/yr) CO2 CH4 N2O Natural Gas (kBTU/yr) High Turnover (Sit Down
Restaurant)
552,519 346 0.0330 0.0040 1,606,994
Strip Mall 16,229 346 0.0330 0.0040 8,026
Enclosed Parking with Elevator 380,387 346 0.0330 0.0040 0.00 Apartments Mid Rise 344,767 346 0.0330 0.0040 1,042,163

5.12. Operational Water and Wastewater Consumption

5.12.1. Unmitigated
Land Use Indoor Water (gal/year) Outdoor Water (gal/year) High Turnover (Sit Down Restaurant) 5,160,073 0.00
Strip Mall 148,145 0.00
Enclosed Parking with Elevator 0.00 0.00
Apartments Mid Rise 3,913,749 0.00

5.12.2. Mitigated
Land Use Indoor Water (gal/year) Outdoor Water (gal/year) High Turnover (Sit Down Restaurant) 5,160,073 0.00
Strip Mall 148,145 0.00
Enclosed Parking with Elevator 0.00 0.00
Apartments Mid Rise 3,913,749 0.00

5.13. Operational Waste Generation

5.13.1. Unmitigated
Land Use Waste (ton/year) Cogeneration (kWh/year)
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High Turnover (Sit Down Restaurant) 202 —
Strip Mall 2.10 —
Enclosed Parking with Elevator 0.00 —
Apartments Mid Rise 77.7 —

5.13.2. Mitigated
Land Use Waste (ton/year) Cogeneration (kWh/year)
High Turnover (Sit Down Restaurant) 202 —
Strip Mall 2.10 —
Enclosed Parking with Elevator 0.00 —
Apartments Mid Rise 77.7 —

5.14. Operational Refrigeration and Air Conditioning Equipment

5.14.1. Unmitigated
Land Use Type Equipment Type Refrigerant GWP Quantity (kg) Operations Leak Rate Service Leak Rate Times Serviced High Turnover (Sit
Down Restaurant)
Household refrigerators
and/or freezers
R-134a 1,430 0.00 0.60 0.00 1.00
High Turnover (Sit
Down Restaurant)
Other commercial A/C
and heat pumps
R-410A 2,088 1.80 4.00 4.00 18.0
High Turnover (Sit
Down Restaurant)
Walk-in refrigerators
and freezers
R-404A 3,922 < 0.005 7.50 7.50 20.0
Strip Mall Other commercial A/C
and heat pumps
R-410A 2,088 < 0.005 4.00 4.00 18.0
Strip Mall Stand-alone retail
refrigerators and
freezers
R-134a 1,430 0.04 1.00 0.00 1.00
Strip Mall Walk-in refrigerators
and freezers
R-404A 3,922 < 0.005 7.50 7.50 20.0
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Apartments Mid Rise Average room A/C & R-410A 2,088 < 0.005 2.50 2.50 10.0 Other residential A/C
and heat pumps
Apartments Mid Rise Household refrigerators
and/or freezers
R-134a 1,430 0.12 0.60 0.00 1.00

5.14.2. Mitigated
Land Use Type Equipment Type Refrigerant GWP Quantity (kg) Operations Leak Rate Service Leak Rate Times Serviced High Turnover (Sit
Down Restaurant)
Household refrigerators
and/or freezers
R-134a 1,430 0.00 0.60 0.00 1.00
High Turnover (Sit
Down Restaurant)
Other commercial A/C
and heat pumps
R-410A 2,088 1.80 4.00 4.00 18.0
High Turnover (Sit
Down Restaurant)
Walk-in refrigerators
and freezers
R-404A 3,922 < 0.005 7.50 7.50 20.0
Strip Mall Other commercial A/C
and heat pumps
R-410A 2,088 < 0.005 4.00 4.00 18.0
Strip Mall Stand-alone retail
refrigerators and
freezers
R-134a 1,430 0.04 1.00 0.00 1.00
Strip Mall Walk-in refrigerators
and freezers
R-404A 3,922 < 0.005 7.50 7.50 20.0
Apartments Mid Rise Average room A/C &
Other residential A/C
and heat pumps
R-410A 2,088 < 0.005 2.50 2.50 10.0
Apartments Mid Rise Household refrigerators
and/or freezers
R-134a 1,430 0.12 0.60 0.00 1.00

5.15. Operational Off-Road Equipment

5.15.1. Unmitigated
Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor 55 N La Cienega Detailed Report, 6/5/2023
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5.15.2. Mitigated
Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor

5.16. Stationary Sources

5.16.1. Emergency Generators and Fire Pumps
Equipment Type Fuel Type Number per Day Hours per Day Hours per Year Horsepower Load Factor

5.16.2. Process Boilers
Equipment Type Fuel Type Number Boiler Rating (MMBtu/hr) Daily Heat Input (MMBtu/day) Annual Heat Input (MMBtu/yr)

5.17. User Defined
Equipment Type Fuel Type
— —

5.18. Vegetation

5.18.1. Land Use Change

5.18.1.1. Unmitigated
Vegetation Land Use Type Vegetation Soil Type Initial Acres Final Acres

5.18.1.2. Mitigated
Vegetation Land Use Type Vegetation Soil Type Initial Acres Final Acres 55 N La Cienega Detailed Report, 6/5/2023
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5.18.1. Biomass Cover Type

5.18.1.1. Unmitigated
Biomass Cover Type Initial Acres Final Acres

5.18.1.2. Mitigated
Biomass Cover Type Initial Acres Final Acres

5.18.2. Sequestration

5.18.2.1. Unmitigated
Tree Type Number Electricity Saved (kWh/year) Natural Gas Saved (btu/year)

5.18.2.2. Mitigated
Tree Type Number Electricity Saved (kWh/year) Natural Gas Saved (btu/year)

6. Climate Risk Detailed Report

6.1. Climate Risk Summary
Cal-Adapt midcentury 2040–2059 average projections for four hazards are reported below for your project location. These are under Representation Concentration Pathway (RCP) 8.5 which assumes GHG emissions will continue to rise strongly through 2050 and then plateau around 2100.

Climate Hazard Result for Project Location Unit
Temperature and Extreme Heat 7.73 annual days of extreme heat Extreme Precipitation 7.05 annual days with precipitation above 20 mm Sea Level Rise 0.00 meters of inundation depth
Wildfire 0.30 annual hectares burned
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Temperature and Extreme Heat data are for grid cell in which your project are located. The projection is based on the 98th historical percentile of daily maximum/minimum temperatures from observed historical data (32 climate model ensemble from Cal-Adapt, 2040–2059 average under RCP 8.5). Each grid cell is 6 kilometers (km) by 6 km, or 3.7 miles (mi) by 3.7 mi.

Extreme Precipitation data are for the grid cell in which your project are located. The threshold of 20 mm is equivalent to about ¾ an inch of rain, which would be light to moderate rainfall if received over a full day or heavy rain if received over a period of 2 to 4 hours. Each grid cell is 6 kilometers (km) by 6 km, or 3.7 miles (mi) by 3.7 mi.

Sea Level Rise data are for the grid cell in which your project are located. The projections are from Radke et al. (2017), as reported in Cal-Adapt (2040–2059 average under RCP 8.5), and consider different increments of sea level rise coupled with extreme storm events. Users may select from four model simulations to view the range in potential inundation depth for the grid cell. The four simulations make different assumptions about expected rainfall and temperature are: Warmer/drier (HadGEM2-ES), Cooler/wetter (CNRM-CM5), Average conditions (CanESM2), Range of different rainfall and temperature possibilities (MIROC5). Each grid cell is 50 meters (m) by 50 m, or about 164 feet (ft) by 164 ft.

Wildfire data are for the grid cell in which your project are located. The projections are from UC Davis, as reported in Cal-Adapt (2040–2059 average under RCP 8.5), and consider historical data of climate, vegetation, population density, and large (> 400 ha) fire history. Users may select from four model simulations to view the range in potential wildfire probabilities for the grid cell. The four simulations make different assumptions about expected rainfall and temperature are: Warmer/drier (HadGEM2-ES), Cooler/wetter (CNRM-CM5), Average conditions (CanESM2), Range of different rainfall and temperature possibilities (MIROC5). Each grid cell is 6 kilometers (km) by 6 km, or 3.7 miles (mi) by 3.7 mi.

6.2. Initial Climate Risk Scores
Climate Hazard Exposure Score Sensitivity Score Adaptive Capacity Score Vulnerability Score Temperature and Extreme Heat N/A N/A N/A N/A
Extreme Precipitation N/A N/A N/A N/A
Sea Level Rise N/A N/A N/A N/A
Wildfire N/A N/A N/A N/A
Flooding N/A N/A N/A N/A
Drought N/A N/A N/A N/A
Snowpack Reduction N/A N/A N/A N/A
Air Quality Degradation N/A N/A N/A N/A
The sensitivity score reflects the extent to which a project would be adversely affected by exposure to a climate hazard. Exposure is rated on a scale of 1 to 5, with a score of 5 representing the greatest exposure.

The adaptive capacity of a project refers to its ability to manage and reduce vulnerabilities from projected climate hazards. Adaptive capacity is rated on a scale of 1 to 5, with a score of 5 representing the greatest ability to adapt.

The overall vulnerability scores are calculated based on the potential impacts and adaptive capacity assessments for each hazard. Scores do not include implementation of climate risk reduction measures.

6.3. Adjusted Climate Risk Scores
Climate Hazard Exposure Score Sensitivity Score Adaptive Capacity Score Vulnerability Score Temperature and Extreme Heat N/A N/A N/A N/A
Extreme Precipitation N/A N/A N/A N/A
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Sea Level Rise N/A N/A N/A N/A
Wildfire N/A N/A N/A N/A
Flooding N/A N/A N/A N/A
Drought N/A N/A N/A N/A
Snowpack Reduction N/A N/A N/A N/A
Air Quality Degradation N/A N/A N/A N/A
The sensitivity score reflects the extent to which a project would be adversely affected by exposure to a climate hazard. Exposure is rated on a scale of 1 to 5, with a score of 5 representing the greatest exposure.

The overall vulnerability scores are calculated based on the potential impacts and adaptive capacity assessments for each hazard. Scores include implementation of climate risk reduction measures.

6.4. Climate Risk Reduction Measures

7. Health and Equity Details

7.1. CalEnviroScreen 4.0 Scores
The maximum CalEnviroScreen score is 100. A high score (i.e., greater than 50) reflects a higher pollution burden compared to other census tracts in the state.

Indicator Result for Project Census Tract
Exposure Indicators —
AQ-Ozone 57.0
AQ-PM 66.4
AQ-DPM 71.0
Drinking Water 73.3
Lead Risk Housing 41.8
Pesticides 0.00
Toxic Releases 74.8
Traffic 65.8
Effect Indicators —
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CleanUp Sites 23.5
Groundwater 76.6
Haz Waste Facilities/Generators 79.6
Impaired Water Bodies 0.00
Solid Waste 56.0
Sensitive Population —
Asthma 29.4
Cardio-vascular 18.7
Low Birth Weights 3.70
Socioeconomic Factor Indicators —
Education 16.8
Housing 89.1
Linguistic 66.2
Poverty 39.2
Unemployment 84.0

7.2. Healthy Places Index Scores
The maximum Health Places Index score is 100. A high score (i.e., greater than 50) reflects healthier community conditions compared to other census tracts in the state.

Indicator Result for Project Census Tract
Economic —
Above Poverty 81.22674195
Employed 82.72808931
Median HI 60.51584756
Education —
Bachelor's or higher 87.24496343
High school enrollment 3.105350956
Preschool enrollment 95.7141024
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Transportation —
Auto Access 26.75477993
Active commuting 78.81432054
Social —
2-parent households 9.880662133
Voting 38.62440652
Neighborhood —
Alcohol availability 14.59001668
Park access 26.11317849
Retail density 95.90658283
Supermarket access 79.07096112
Tree canopy 54.38213782
Housing —
Homeownership 11.95945079
Housing habitability 23.08481971
Low-inc homeowner severe housing cost burden 10.20146285 Low-inc renter severe housing cost burden 43.56473759
Uncrowded housing 68.66418581
Health Outcomes —
Insured adults 70.78147055
Arthritis 0.0
Asthma ER Admissions 88.4
High Blood Pressure 0.0
Cancer (excluding skin) 0.0
Asthma 0.0
Coronary Heart Disease 0.0
Chronic Obstructive Pulmonary Disease 0.0
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Diagnosed Diabetes 0.0
Life Expectancy at Birth 75.5
Cognitively Disabled 76.7
Physically Disabled 18.0
Heart Attack ER Admissions 89.4
Mental Health Not Good 0.0
Chronic Kidney Disease 0.0
Obesity 0.0
Pedestrian Injuries 89.1
Physical Health Not Good 0.0
Stroke 0.0
Health Risk Behaviors—
Binge Drinking 0.0
Current Smoker 0.0
No Leisure Time for Physical Activity 0.0
Climate Change Exposures—
Wildfire Risk 0.0
SLR Inundation Area 0.0
Children 94.5
Elderly 8.1
English Speaking 49.2
Foreign-born 74.8
Outdoor Workers 89.5
Climate Change Adaptive Capacity—
Impervious Surface Cover 7.8
Traffic Density 70.8
Traffic Access 87.4
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Other Indices —
Hardship 15.1
Other Decision Support —
2016 Voting 26.5

7.3. Overall Health & Equity Scores
Metric Result for Project Census Tract
CalEnviroScreen 4.0 Score for Project Location (a) 50.0 Healthy Places Index Score for Project Location (b) 59.0 Project Located in a Designated Disadvantaged Community (Senate Bill 535) No Project Located in a Low-Income Community (Assembly Bill 1550) No Project Located in a Community Air Protection Program Community (Assembly Bill 617) No a: The maximum CalEnviroScreen score is 100. A high score (i.e., greater than 50) reflects a higher pollution burden compared to other census tracts in the state. b: The maximum Health Places Index score is 100. A high score (i.e., greater than 50) reflects healthier community conditions compared to other census tracts in the state.

7.4. Health & Equity Measures
No Health & Equity Measures selected.

7.5. Evaluation Scorecard
Health & Equity Evaluation Scorecard not completed.

7.6. Health & Equity Custom Measures
No Health & Equity Custom Measures created.

8. User Changes to Default Data
Screen Justification
Land Use Square footages per site plan. Eatery/Cafe/Restaurant modeled as sit down restaurant. Electrical rooms included in residential square footage.

Construction: Construction Phases per data request
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Construction: Off-Road Equipment Per data request. Defaults used for Paving and AC Operations: Vehicle Data per project specific transportation impact analysis (KOA 2022); adjusted to match land use types/square footages in CalEEMod
Construction: Dust From Material Movement export volume per data request Operations: Hearths no fireplaces/hearths per data request

Appendix E
Historical Resources Assessment
Rincon Consultants, Inc.
2 5 0 E a s t 1 s t S t r e e t , S u i t e 1 4 0 0
Los Angeles, California 90012
213 7 8 8 4 8 4 2
i n f o @ r i n c o n c o n s u l t a n t s . c o m
w w w . r i n c o n c o n s u l t a n t s . c o m
E n v i r o n m e n t a l S c i e n t i s t s P l a n n e r s E n g i n e e r s March 13, 2023
Project Number 22-13864
Edgar Arroyo, Senior Planner
Community Development Department
City of Beverly Hills
455 North Rexford Drive
Beverly Hills, California 90210
Via Email: [email protected]
Subject: Historical Resources Assessment for the 55 North La Cienega Boulevard Project Beverly Hills, California
Dear Mr. Arroyo:

This report presents the findings of a historical resources assessment for the 55 North La Cienega Boulevard Project located at 55 North La Cienega Boulevard, California. This study was prepared by Rincon Consultants, Inc. (Rincon) on behalf of the City of Beverly Hills (City). The proposed project includes the demolition of the existing one-story restaurant building and the development of a five-story mixed-use building consisting of 18,479 square feet of commercial space on the ground floor and 105 multi-family residential units (rental) above. The project would include three levels of subterranean parking providing 196 parking spaces accessible from La Cienega Boulevard.

As the lead agency, the City is determining if the project is eligible for a Class 32 Categorical Exemption (CE) under the California Environmental Quality Act (CEQA). Pursuant to CEQA Guidelines Section 15300.2, the project would not be eligible for a CE if it would cause a substantial adverse change in the significance of a historical resource. This historical resources assessment was prepared to determine if the project would result in impacts to historical resources as defined by CEQA Guidelines Section 15064.5(b). Towards this end, Rincon completed background and archival research, a search of the California Historical Resources Information System (CHRIS), an intensive-level survey of the project site, and a discussion of potential project-related impacts. All work was completed to support compliance with CEQA and applicable local regulations. This historical resources assessment was prepared by architectural historians Ashley Losco, MHP and Steven Treffers, MHP, both of whom meet the Secretary of the Interior’s Professional Qualification Standards for architectural history (36 CFR Part 61).

Focused Historical Context
The project site contains a single commercial building constructed in 1947. The following is presented to provide a brief historical context in which to understand the potential significance of this property.

According to the City of Beverly Hills General Plan Update Technical Background Report from 2010, Beverly Hills, like much of Southern California, expanded significantly in the years after World War II (City of Beverly Hills 2010). Much of the commercial growth which occurred during this period was focused along the western and easternmost sections of the city (City of Beverly Hills 2010). The subject Historical Resources Assessment
55 North La Cienega Blvd. Project

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Beverly Hills City CouncilNovember 7, 2023

Beverly Hills City Council
November 7, 2023