Beverly Hills City Council
October 3, 2023

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 10/1/2023 10/30/2023 5.00 21.0 —
Grading Grading 12/1/2023 4/1/2024 5.00 87.0 —
Building Construction Building Construction 4/2/2024 9/30/2025 5.00 391 — Paving Paving 9/9/2024 9/16/2024 5.00 5.00 —
Architectural Coating Architectural Coating 9/17/2024 9/24/2024 5.00 5.00 —

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 Concrete/Industrial
Saws
Diesel Average 1.00 8.00 33.0 0.73
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Demolition Excavators Diesel Average 1.00 8.00 367 0.40 Demolition Rubber Tired Loaders Diesel Average 1.00 8.00 84.0 0.37 Grading Bore/Drill Rigs Diesel Average 1.00 8.00 148 0.41 Grading Concrete/Industrial
Saws
Diesel Average 1.00 8.00 367 0.40
Grading Excavators Diesel Average 1.00 8.00 84.0 0.37
Building Construction Concrete/Industrial
Saws
Diesel Average 1.00 8.00 367 0.29
Building Construction Cranes Diesel Average 1.00 8.00 82.0 0.20 Building Construction Excavators Diesel Average 1.00 8.00 84.0 0.37 Paving Rollers Diesel Average 1.00 8.00 10.0 0.56
Paving Surfacing Equipment Diesel Average 1.00 8.00 81.0 0.42 Paving Tractors/Loaders/Backh
oes
Diesel Average 1.00 8.00 36.0 0.38
Architectural Coating Air Compressors Diesel Average 1.00 6.00 37.0 0.48 Demolition Skid Steer Loaders Diesel Average 1.00 8.00 71.0 0.37 Grading Graders Diesel Average 1.00 8.00 148 0.41
Grading Skid Steer Loaders Diesel Average 1.00 8.00 71.0 0.37 Grading Tractors/Loaders/Backh
oes
Diesel Average 1.00 8.00 84.0 0.37
Building Construction Other Construction
Equipment
Diesel Average 1.00 8.00 82.0 0.42
Building Construction Rubber Tired Loaders Diesel Average 1.00 8.00 150 0.36 Building Construction Signal Boards Diesel Average 1.00 8.00 6.00 0.82 Building Construction Tractors/Loaders/Backh
oes
Diesel Average 1.00 8.00 84.0 0.37

5.2.2. Mitigated
Phase Name Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor Beverly Hills 2 Detailed Report, 2/24/2023
65 / 80
Demolition Concrete/Industrial
Saws
Diesel Average 1.00 8.00 33.0 0.73
Demolition Excavators Diesel Average 1.00 8.00 367 0.40 Demolition Rubber Tired Loaders Diesel Average 1.00 8.00 84.0 0.37 Grading Bore/Drill Rigs Diesel Average 1.00 8.00 148 0.41 Grading Concrete/Industrial
Saws
Diesel Average 1.00 8.00 367 0.40
Grading Excavators Diesel Average 1.00 8.00 84.0 0.37
Building Construction Concrete/Industrial
Saws
Diesel Average 1.00 8.00 367 0.29
Building Construction Cranes Diesel Average 1.00 8.00 82.0 0.20 Building Construction Excavators Diesel Average 1.00 8.00 84.0 0.37 Paving Rollers Diesel Average 1.00 8.00 10.0 0.56
Paving Surfacing Equipment Diesel Average 1.00 8.00 81.0 0.42 Paving Tractors/Loaders/Backh
oes
Diesel Average 1.00 8.00 36.0 0.38
Architectural Coating Air Compressors Diesel Average 1.00 6.00 37.0 0.48 Demolition Skid Steer Loaders Diesel Average 1.00 8.00 71.0 0.37 Grading Graders Diesel Average 1.00 8.00 148 0.41
Grading Skid Steer Loaders Diesel Average 1.00 8.00 71.0 0.37 Grading Tractors/Loaders/Backh
oes
Diesel Average 1.00 8.00 84.0 0.37
Building Construction Other Construction
Equipment
Diesel Average 1.00 8.00 82.0 0.42
Building Construction Rubber Tired Loaders Diesel Average 1.00 8.00 150 0.36 Building Construction Signal Boards Diesel Average 1.00 8.00 6.00 0.82 Building Construction Tractors/Loaders/Backh
oes
Diesel Average 1.00 8.00 84.0 0.37

5.3. Construction Vehicles
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5.3.1. Unmitigated
Phase Name Trip Type One-Way Trips per Day Miles per Trip Vehicle Mix Demolition — — — —
Demolition Worker 10.0 18.5 LDA,LDT1,LDT2
Demolition Vendor — 10.2 HHDT,MHDT
Demolition Hauling 15.0 7.50 HHDT
Demolition Onsite truck — — HHDT
Grading — — — —
Grading Worker 15.0 18.5 LDA,LDT1,LDT2
Grading Vendor — 10.2 HHDT,MHDT
Grading Hauling 50.0 25.0 HHDT
Grading Onsite truck — — HHDT
Building Construction — — — —
Building Construction Worker 12.7 18.5 LDA,LDT1,LDT2
Building Construction Vendor 5.38 10.2 HHDT,MHDT
Building Construction Hauling 0.00 20.0 HHDT
Building Construction Onsite truck — — HHDT
Paving — — — —
Paving Worker 7.50 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 2.55 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
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5.3.2. Mitigated
Phase Name Trip Type One-Way Trips per Day Miles per Trip Vehicle Mix Demolition — — — —
Demolition Worker 10.0 18.5 LDA,LDT1,LDT2
Demolition Vendor — 10.2 HHDT,MHDT
Demolition Hauling 15.0 7.50 HHDT
Demolition Onsite truck — — HHDT
Grading — — — —
Grading Worker 15.0 18.5 LDA,LDT1,LDT2
Grading Vendor — 10.2 HHDT,MHDT
Grading Hauling 50.0 25.0 HHDT
Grading Onsite truck — — HHDT
Building Construction — — — —
Building Construction Worker 12.7 18.5 LDA,LDT1,LDT2
Building Construction Vendor 5.38 10.2 HHDT,MHDT
Building Construction Hauling 0.00 20.0 HHDT
Building Construction Onsite truck — — HHDT
Paving — — — —
Paving Worker 7.50 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 2.55 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
Beverly Hills 2 Detailed Report, 2/24/2023
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5.4. Vehicles

5.4.1. Construction Vehicle Control Strategies
Non-applicable. No control strategies activated by user.

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 0.00 0.00 11,521 3,542 1,788

5.6. Dust Mitigation

5.6.1. Construction Earthmoving Activities
Phase Name Material Imported (Cubic Yards) Material Exported (Cubic Yards) Acres Graded (acres) Material Demolished (Ton of Debris)
Acres Paved (acres)
Demolition 0.00 0.00 0.00 1,150 —
Grading — 13,800 43.5 0.00 —
Paving 0.00 0.00 0.00 0.00 0.68

5.6.2. Construction Earthmoving Control Strategies
Non-applicable. No control strategies activated by user.

5.7. Construction Paving
Land Use Area Paved (acres) % Asphalt
General Office Building 0.00 0%
Enclosed Parking with Elevator 0.68 100%

5.8. Construction Electricity Consumption and Emissions Factors Beverly Hills 2 Detailed Report, 2/24/2023
69 / 80
kWh per Year and Emission Factor (lb/MWh)
Year kWh per Year CO2 CH4 N2O
2024 0.00 532 0.03 < 0.005
2023 0.00 532 0.03 < 0.005
2025 0.00 532 0.03 < 0.005

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 Total all Land Uses 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

5.9.2. Mitigated
Land Use Type Trips/Weekday Trips/Saturday Trips/Sunday Trips/Year VMT/Weekday VMT/Saturday VMT/Sunday VMT/Year Total all Land Uses 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

5.10. Operational Area Sources

5.10.1. Hearths

5.10.1.1. Unmitigated

5.10.1.2. Mitigated

5.10.2. Architectural Coatings
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)
0 0.00 11,521 3,542 1,788
Beverly Hills 2 Detailed Report, 2/24/2023
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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) General Office Building 108,108 532 0.0330 0.0040 0.00
Enclosed Parking with Elevator 82,898 532 0.0330 0.0040 0.00

5.11.2. Mitigated
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) General Office Building 108,108 532 0.0330 0.0040 0.00
Enclosed Parking with Elevator 82,898 532 0.0330 0.0040 0.00

5.12. Operational Water and Wastewater Consumption
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5.12.1. Unmitigated
Land Use Indoor Water (gal/year) Outdoor Water (gal/year) General Office Building 2,310,539 8,415
Enclosed Parking with Elevator 0.00 0.00

5.12.2. Mitigated
Land Use Indoor Water (gal/year) Outdoor Water (gal/year) General Office Building 2,082,951 8,415
Enclosed Parking with Elevator 0.00 0.00

5.13. Operational Waste Generation

5.13.1. Unmitigated
Land Use Waste (ton/year) Cogeneration (kWh/year)
General Office Building 12.1 0.00
Enclosed Parking with Elevator 0.00 0.00

5.13.2. Mitigated
Land Use Waste (ton/year) Cogeneration (kWh/year)
General Office Building 6.04 0.00
Enclosed Parking with Elevator 0.00 0.00

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 Beverly Hills 2 Detailed Report, 2/24/2023
72 / 80
General Office Building Household refrigerators
and/or freezers
R-134a 1,430 0.02 0.60 0.00 1.00
General Office Building Other commercial A/C
and heat pumps
R-410A 2,088 < 0.005 4.00 4.00 18.0

5.14.2. Mitigated
Land Use Type Equipment Type Refrigerant GWP Quantity (kg) Operations Leak Rate Service Leak Rate Times Serviced General Office Building Household refrigerators
and/or freezers
R-134a 1,430 0.02 0.60 0.00 1.00
General Office Building Other commercial A/C
and heat pumps
R-410A 2,088 < 0.005 4.00 4.00 18.0

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

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 Emergency Generator Diesel 1.00 24.0 24.0 335 0.73

5.16.2. Process Boilers
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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

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
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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
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 Beverly Hills 2 Detailed Report, 2/24/2023
75 / 80
Temperature and Extreme Heat 1 0 0 N/A
Extreme Precipitation N/A N/A N/A N/A
Sea Level Rise 1 0 0 N/A
Wildfire 1 0 0 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 0 0 0 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 1 1 1 2
Extreme Precipitation N/A N/A N/A N/A
Sea Level Rise 1 1 1 2
Wildfire 1 1 1 2
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 1 1 1 2
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 include implementation of climate risk reduction measures.

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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 —
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 —
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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
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
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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
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
Beverly Hills 2 Detailed Report, 2/24/2023
79 / 80
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
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 Beverly Hills 2 Detailed Report, 2/24/2023
80 / 80
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 According to CE Memo Report
Note: Need to request Landscaping Plan from Applicant
Landscape is a rough estimate
Construction: Construction Phases According to Construction Questionnaire Construction 18 Months
Architectural default
Paving default
Construction: Off-Road Equipment Refer to Questionnaire Coating equipment default
Construction: Trips and VMT Refer to Questionnaire
Coating and Paving left as default
Construction: Architectural Coatings SCAQMD Rule 1113
Operations: Architectural Coatings SCAQMD Rule 1113
Operations: Energy Use Per Operational Questionnaire
No natural gas usage
Operations: Emergency Generators and Fire Pumps According to Project Plans Generator is on assumptions

APPENDIX E
Will Serve Letters
This page is intentionally left blank.

City of Beverly Hills 345 Foothill Road Beverly Hills, California 90210 t(310) 285-2467 f(310) 278-1838 BeverlyHills.org Vince Damasse, Water Resources Manager
Public Works Services
April 20, 2020
Goggles 8633
ATTN: Adam Emrani
9454 Wilshire Blvd, Suite 425
Beverly Hills, CA 90212
Subject: Conditional Water Will Serve
Proposed Office Building Project
8633 Wilshire Blvd., Beverly Hills, CA
Dear Mr. Emrani,
This Conditional Water Will Serve letter confirms that your proposed development lies within the City of Beverly Hills water service area. This conditional letter is contingent on the City’s analysis of your proposed water demands and the potential impacts to the City’s water infrastructure. Plans and calculations shall be submitted for the City’s review and approval once available. Depending on the complexity of your project, a hydraulic analysis may be required to determine impacts to the City’s water system. All applicable fees including but not limited to application processing, plan checking, connection, water capacity, water supply and wastewater fees shall apply.

Please contact me at 310-285-2491 should you have additional questions and/or concerns. We look forward to working with you.

Vince Damasse
Water Resources Manager
City of Beverly Hills
Will Serve Letter Only
Rev. 07/09/12 DS-125

Your project is located in Southern California Edison (SCE) service territory. SCE will serve the above subject project’s electrical requirements per the California Public Utilities Commission and Federal Energy Regulatory Commission tariffs.

SCE may need to conduct utility studies, where applicable, to assess whether additions or modifications to the existing electric infrastructure are required to serve this project. Where applicable, SCE has attached Appendix (B) which not only describes the study, and permitting, but includes a Project Information Sheet that will need to be completed by you and submitted to SCE if your project is at a point where SCE has to determine the required electrical utility work. This Will-Serve letter does not imply that either: (i) these studies have been completed, or (ii) that any required California Environmental Quality Act (CEQA) analysis of project-related electric utility impacts has been conducted.

I am the SCE Design Representative currently assigned to this project. SCE or Applicant will design and construct all required electrical infrastructure to serve this project provided you enter into the applicable contractual agreements with SCE identify scope of electrical utility work required, and supply the following information:

Site plans as required
Required contracts and agreements (fully executed)
Applicable fees
Local permits
Required easement documents
Your project will be scheduled for construction once SCE has all the necessary information for your project and you have submitted or agreed to the applicable requirements as stated above, and paid any necessary fees.

If your project will not require SCE services, please notify us so that we can update our records.

SCE appreciates your business. If you have any questions, please feel free to call me at Sincerely,
SCE Design Representative
Enclosure: Appendix B, where applicable
April 14, 2020
Goggles 8633, LLC
Will Serve Letter for 8366 Wilshire Blvd, Beverly Hills CA 90210 (760) 895-0496
Planning Commission Report
8633 Wilshire Boulevard
August 10, 2023

ATTACHMENT N
Architectural Plans
Project No.:

Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
5/1/2023 12:37:38 AM Author Checker 220570

COVER SHEET
G0.01
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211
8633 WILSHIRE
CUP/ ZTA SET - COMMENT RESPONSES 4
APRIL 14, 2023
No.: Description: Date:
100% SCHEMATIC DESIGN 11/19/2021CUP REVIEW DRAWINGS 03/04/2022CUP/ ZTA SET 06/10/202250% DD 06/24/2022100% DD 07/29/2022CUP/ ZTA SET - COMMENTRESPONSES 09/27/2022
50% CD 10/21/202275% CD DRAFT 11/18/202275% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
2 CUP/ ZTA SET - COMMENT
RESPONSES 3
01/20/2023
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
5 ARCHITECTURAL COMMISSION

CONDITIONS OF APPROVALRESPONSES
04/20/2023
THE FOLLOWING ITEMS ARE NOT COVERED BY THIS SET OF DRAWINGS AND SHALLBE DESIGNED BY OTHERS. CALCULATIONS AND DRAWINGS SIGNED BY ANENGINEER LICENSED IN THE STATE OF CALIFORNIA SHALL BE SUBMITTED TO THEARCHITECT/ENGINEER FOR REVIEW AND TO THE CITY FOR APPROVAL. INSTALLATIONOF THESE ITEMS SHALL NOT BE ALLOWED UNTIL APPROVAL IS OBTAINED.A. EXTERIOR ENCLOSURE ELEMENTS (SEPARATE PERMIT)B. UNITIZED WINDOW WALL (SEPARATE PERMIT)C. PHOTOVOLTAIC PANELS (SEPARATE PERMIT)D. LIGHT GAUGE METAL STUD AND COLD FORMED FRAMINGE. MILLWORK STRUCTURAL ANCHORAGEF. METAL PAN STEEL STAIRSG. MEP SUPPORT SYSTEM AND BRACINGH. ANCHORAGE FOR ALL MEP EQUIPMENTI. ELEVATOR GUIDERAILS AND SUPPORTSJ. FIRE SPRINKLERS (SEPARATE PERMIT)K. FIRE ALARM (SEPARATE PERMIT)L.

GENERATOR (SEPARATE PERMIT)
M. EMERGENCY RESPONDER RADIO COVERAGE SYSTEMN. SIGNAGE (SEPARATE PERMIT)O. DEMOLITION (SEPARATE PERMIT)P. WATER EFFICIENT LANDSCAPINGQ. STEEL ROOF CANOPYDEFERRED APPROVAL ITEMS Project No.:

Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
5/3/2023 12:24:56 PM Author Checker 220570

SHEET INDEX
G0.02
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211

SHEET INDEX

SHEET NUMBER SHEET NAME
100% SCHEMATIC DESIGN

CUP REVIEW DRAWINGS

CUP/ ZTA SET
50% DD
100% DD

CUP/ ZTA SET - COMMENT RESPONSES
50% CD
75% CD DRAFT
75% CD
CUP/ ZTA SET - COMMENT RESPONSES 2
CUP/ ZTA SET - COMMENT RESPONSES 3
75% CD - PLAN CHECK COMMENT RESPONSES
CUP/ ZTA SET - COMMENT RESPONSES 4

ARCHITECTURAL COMMISSION CONDITIONS OF APPROVAL RESPONSES GENERALG0.01 COVER SHEET ●●●●●●●●●●●●●G0.02 SHEET INDEX ●●●●●●●●●●●●●●G0.03 GENERAL NOTES, PROJECT INFORMATION ●●●●●●●●●●●●●●G0.04 GENERAL NOTES ●●● ●G0.04.1 GENERAL NOTES ●G0.04.2 GENERAL NOTES ●G0.06 ABBREVIATIONS, MATERIALS AND SYMBOLS ●●●●●●●●●●●●G0.07 MATERIALS LIST ● ●●●●●●●●●●●●G0.08 MATERIALS LIST ● ●●● ●G0.09.0 ADA REQUIREMENTS & DETAILS ●G0.09.1 ADA REQUIREMENTS & DETAILS ●G0.09.5 ADA REQUIREMENTS & DETAILS - PARKING BAY ●●G0.09.6 SEQUENCE DIAGRAM - TYPICAL USE ●●G0.09.7 SEQUENCE DIAGRAM - PASSENGER DROP-OFF ●●G0.09.8 SEQUENCE DIAGRAM - PASSENGER PICK-UP ●●G0.11 FIRE LIFE SAFETY DIAGRAM ● ●●●●●●●●●●G0.12 FIRE LIFE SAFETY DIAGRAMS ● ●●●●●●●●●●G0.13 FIRE LIFE SAFETY DIAGRAMS ● ●●●●●●●●●●G0.14 UNPROTECTED WALL OPENING CALCUATION ●G0.21 AREA PLANS - RENTABLE PER BOMA STANDARD ●● ●●G0.22 AREA PLANS - RENTABLE PER BOMA STANDARD ●● ●●G0.23 AREA PLANS - RENTABLE PER BOMA STANDARD ●● ●●G0.25 AREA PLANS - BLOCKING STUDY ●●●●●●●●●G0.26 AREA PLANS - BLOCKING STUDY ●●●●●●●●●●●G0.27 AREA PLANS - BLOCKING STUDY ●●●●●●●●●●●G0.28 AREA PLANS - BUILDING AREA ●G0.31 PLUMBING OCCUPANCY DIAGRAMS ● ●●●●●●●●●G0.32 PLUMBING OCCUPANCY DIAGRAMS ●●●●●●●●●G0.33 PLUMBING OCCUPANCY DIAGRAMS ●●●●●●●●●G0.41 SITE SHADOW STUDY ● ●●●●● ●● ●G0.43 LOADING - MANUVERING DIAGRAMS - ARRIVAL ●G0.44 LOADING - MANUVERING DIAGRAM - DEPARTURE ●G0.51 CALIFORNIA GREEN BUILDING CODE CHECKLIST ●G0.52 CALIFORNIA GREEN BUILDING CODE CHECKLIST ●G0.53 CALIFORNIA GREEN BUILDING CODE CHECKLIST ●CIVILC0.01 TITLE SHEET ●●● ●C1.00 SURVEY (FOR REFERENCE ONLY) ●●● ●C1.10 DEMOLITION AND EROSION CONTROL PLAN ●●● ● C1.20 ROUGH GRADING PLAN ●●● ●C1.21 ROUGH GRADE SECTIONS ●●● ●C1.30 GRADING PLAN ●●● ●C1.40 UTILITY PLAN ●●● ●C5.00 CIVIL DETAILS ●●● ●LANDSCAPEL0.00 GENERAL LEGEND & NOTES ●●●●●●●●●●●L1.00 HARDSCAPE SCHEDULES & NOTES ●●●●●●●●●●●L1.10 MATERIAL BOARD ●●●● ●●L1.11 HARDSCAPE PLAN L1 ●●●●●●●●●●●L1.12 HARDSCAPE PLAN L2 ●●●●●●●●●●●L1.13 HARDSCAPE PLAN L3 ●●●●●●●●●●● L1.14 HARDSCAPE PLAN L4 ●●●●●●●●●●●L1.41 LANDSCAPE ELEVATIONS ●●●●●●●●●●●L1.42 LANDSCAPE ELEVATIONS ●●●●●●●●●●●L1.43 LANDSCAPE SECTIONS ●●●●●●●●●●●L1.51 HARDSCAPE DETAILS ●●●●● ●● ●L2.00 IRRIGATION LEGGENDS & NOTES ● ●●● ●L2.11 IRRIGATION PLAN - L1 ● ●●● ●L2.12 IRRIGATION PLAN - L2 ● ●●● ●L2.13 IRRIGATION PLAN - L3 ● ●●● ●L2.14 IRRIGATION PLAN - L4 ● ●●● ●L2.51 IRRIGATION DETAILS ● ●●● ●L3.00 PLANTING LEGENDS & NOTES ● ●●● ●●L3.11 PLANTING PLAN - L1 ● ●●● ●●L3.12 PLANTING PLAN - L2 ● ●●● ●●L3.13 PLANTING PLAN - L3 ● ●●● ●●L3.14 PLANTING PLAN - L4 ● ●●● ●●L3.51 PLANTING DETAILS ● ●●● ●●ARCHITECTUREA1.01 SITE DEMOLITION PLAN ●●●●●●●●●●●A1.02 SITE PLAN ●●●●●●●●●●●●●A1.03 SITE DETAILS - ACCESORIES ●●A2.0B2 FLOOR PLAN - LEVEL B2 ●●●●●●●●●●●●●A2.0B1 FLOOR PLAN - LEVEL B1 ●●●●●●●● ●●●A2.01 FLOOR PLAN - LEVEL 01 ●●●●●●●●●●●●●A2.02 FLOOR PLAN - LEVEL 02 ●●●●●●●●●●●●●A2.03 FLOOR PLAN - LEVEL 03 ●●●●●●●●●●●●●A2.04 ROOF PLAN - LEVEL 04 / ROOF ●●●●●●●●●●●●●A2.06 ROOF PLAN - HIGH ROOF ●●●●●●●●●●●●A2.12 FLOOR PLAN - LEVEL 02 DRAINAGE ●●● ●A2.13 FLOOR PLAN - LEVEL 03 DRAINAGE ●●● ●A2.14 ROOF PLAN - ROOF DRAINAGE ●● ●●● ●A2.15 ROOF PLAN - HIGH ROOF DRAINAGE ●● ●●● ●A2.2B2 LAYOUT & FRAMING PLAN - LEVEL B2 ●●A2.2B1 LAYOUT & FRAMING PLAN - LEVEL B1 ●●A2.21 LAYOUT & FRAMING PLAN - LEVEL 01 ●●A2.22 LAYOUT & FRAMING PLAN - LEVEL 02 ●●A2.23 LAYOUT & FRAMING PLAN - LEVEL 03 ●●A2.24 LAYOUT & FRAMING PLAN - LEVEL 04 / ROOF ●●A2.3B2 WATERPROOFING DIAGRAM - LEVEL B2 ●● ●A2.3B1 WATERPROOFING DIAGRAM - LEVEL B1 ●● ●A2.31 WATERPROOFING DIAGRAM - LEVEL 01 ●● ●A2.41 FINISH PLAN - LEVEL 01 ●●A2.42 FINISH PLAN - LEVEL 02 ●●A2.43 FINISH PLAN - LEVEL 03 ●●A2.44 FINISH PLAN - ROOF ●●A3.01 ENLARGED PLANS - CORE ● ●●● ●A3.02 ENLARGED PLANS - CORE ● ●●● ●A3.03 ENLARGED PLANS - CORE ● ●●● ●A3.04 ENLARGED PLANS - PARKING ENTRANCE ●● ●A3.05 ENLARGED PLANS - PARKING BAYS ●● ●A3.06 ENLARGED PLANS - RESTROOMS ●● A3.07 ENLARGED PLAN AND ELEVATION - FENCE ●A4.0B2 REFLECTED CEILING PLAN - LEVEL B2 ●● ●●● ●A4.0B1 REFLECTED CEILING PLAN - LEVEL B1 ●● ●●● ●A4.01 REFLECTED CEILING PLAN - LEVEL 01 ●● ●●● ●A4.02 REFLECTED CEILING PLAN - LEVEL 02 ●● ●●● ●A4.03 REFLECTED CEILING PLAN - LEVEL 03 ●● ●●● ●A4.04 REFLECTED CEILING PLAN - ROOF ●● ●●● ●A5.01 BUILDING ELEVATIONS ●●●●●●●●●●●●●A5.02 BUILDING ELEVATIONS ●●●●●●●●●●●●●A5.11 BUILDING SECTIONS ●●●●●●●●●●●●●A5.12 BUILDING SECTIONS ●●●●●●●●●●●●A5.13 BUILDING SECTIONS ●●●●●●●●●●●●●

SHEET INDEX

SHEET NUMBER SHEET NAME
100% SCHEMATIC DESIGN

CUP REVIEW DRAWINGS

CUP/ ZTA SET
50% DD
100% DD

CUP/ ZTA SET - COMMENT RESPONSES
50% CD
75% CD DRAFT
75% CD
CUP/ ZTA SET - COMMENT RESPONSES 2
CUP/ ZTA SET - COMMENT RESPONSES 3
75% CD - PLAN CHECK COMMENT RESPONSES
CUP/ ZTA SET - COMMENT RESPONSES 4

ARCHITECTURAL COMMISSION CONDITIONS OF APPROVAL RESPONSES A5.14 BUILDING SECTIONS ●●●●●●●●●●●●A5.15 BUILDING SECTIONS ●●●●● ●● ●A5.21 BELOW GRADE SECTIONS ●● ●A5.22 BELOW GRADE SECTIONS ●● ●A5.25 BIOFITRATION PLANTER ●●●●●●●●●●●A5.41 ENCLOSURE - TYPICAL ● ●● ●●● ● ●A5.42 ENCLOSURE - NORTH ● ●●● ● ●A5.43 ENCLOSURE - EAST ●●● ● ●A5.44 ENCLOSURE - WEST ● ●●● ● ●A5.45 ENCLOSURE - MAIN ENTRANCE ●●● ● ●A5.46 ENCLOSURE - ROOF ●● ● ●A5.47 ENCLOSURE - NORTH TERRACE ●●● ● ●A5.48 ENCLOSURE - CORNER TERRACE ● ●●● ● ●A5.91 PERSPECTIVE VIEWS ●●●●●●●●●●●●●A5.92 PERSPECTIVE VIEWS ●●●●●●●●●●●●●A5.93 PERSPECTIVE VIEWS ●●●●●●●●●●●●●A5.94 PERSPECTIVE VIEWS ● ●●● ● ●A5.95 PERSPECTIVE VIEWS ● ●●● ● ●A5.96 PERSPECTIVE VIEWS ●●●●●●●A5.97 PERSPECTIVE VIEWS ●●●●●●●A5.98 PERSPECTIVE VIEWS ●●●●●●●A6.00 FIXTURE MOUNTING HEIGHTS & CLEARANCE- RESTROOMS ●●A6.11 INTERIOR ELEVATIONS - WOMENS RESTROOMS ●●A6.12 INTERIOR ELEVATIONS - MEN RESTROOM ●●A6.13 INTERIOR ELEVATIONS - PARKING ENTRANCE ●● ●A6.14 INTERIOR ELEVATIONS - PARKING BAYS ●● ●A7.01 STAIR SECTIONS ● ●●● ●A7.11 STAIR DETAILS ● ●●● ●A7.41 ELEVATOR MATRIX ●● ●A7.42 HOISTWAY SECTION ●● ●A7.43 ELEVATOR CABS PLANS, ELEVATIONS AND RCPS ●● ●A7.44 ELEVATOR DETAILS ●● ●A8.01 WATERPROOFING DETAILS ●● ●A8.02 WATERPROOFING DETAILS ●● ●A8.03 WATERPROOFING DETAILS ●● ●A8.11 ENLARGED ENCLOSURE DETAILS - PLAN ●●● ● ●A8.11.1 ENLARGED ENCLOSURE DETAILS - PLAN ●A8.12 ENLARGED ENCLOSURE DETAILS - PLAN ●●● ● ●A8.13 ENLARGED ENCLOSURE DETAILS - PLAN ●● ● ●A8.15 ENLARGED ENCLOSURE DETAILS - PLAN ●●● ● ●A8.16 ENLARGED ENCLOSURE DETAILS - PLAN ●●● ● ●A8.21 ENLARGED ENCLOSURE DETAILS - SECTION ●●● ● ●A8.22 ENLARGED ENCLOSURE DETAILS - SECTION ●●● ● ●A8.23 ENLARGED ENCLOSURE DETAILS - SECTION ●A8.24 ENLARGED ENCLOSURE DETAILS - SECTION ●●A8.25 ENLARGED ENCLOSURE DETAILS - SECTION ●●A8.30 EXTERIOR DOOR TYPES ●● ● ●A8.31 EXTERIOR DOOR DETAILS ●● ● ●A8.51 ROOF DETAILS ● ●●● ● ●A9.01 PARTITION TYPES ●● ●●● ●A9.02 PARTITION TYPES ●● ●●● A9.81 TYPICAL DOOR DETAILS ●●● ●A9.11 TYPICAL PARTITION DETAILS ●●● ●A9.12 TYPICAL PARTITION DETAILS ●●● ●A9.13 TYPICAL PARTITION DETAILS ●●● ●A9.21 CMU DETAILS ● ●●● ●A9.51 PARKING DETAILS ●● ●A9.61 RESTROOM DETAILS ●●A9.71 TYPICAL FLOOR TRANSITION DETAILS ●●● ●A9.90 CEILING DETAILS ●●A10.01 EXTERIOR DOOR AND WINDOW TYPES AND SCHEDULE ●●●●●●●●●●●●A10.02 INTERIOR DOOR TYPES AND SCHEDULE ● ●●● ●STRUCTURES0.00 DRAWING LIST, ABBREVIATIONS AND STRUCTURAL SYSTEM DESCRIPTION ● ●● ●●● ●S0.01 GENERAL NOTES 1 ●● ●●● ●S0.02 GENERAL NOTES 2 ●● ●●● ●S0.03 GENERAL NOTES 3 ●● ●●● ●S0.21 TYPICAL REINFORCED CONCRETE DETAILS I ●● ●●● ●S0.22 TYPICAL REINFORCED CONCRETE DETAILS II ●● ●●● ●S1.01 PROPERTY LINE AND GRID DEFINITION ●● ●S1.11A LOADING DIAGRAMS 1 ●● ●S1.11B LOADING DIAGRAMS 2 ●● ●S1.11C LOADING DIAGRAMS 3 ●● ●S2.B2 FOUNDATION PLAN ● ●● ●●● ●S2.B1 B1 PARKING STRUCTURAL PLAN ● ●● ●●● ●S2.01 LEVEL 01 STRUCTURAL PLAN ● ●● ●●● ●S2.02 LEVEL 02 STRUCTURAL PLAN ● ●● ●●● ●S2.02.PT LEVEL 02 PT PLAN ●●● ●S2.03 LEVEL 03 STRUCTURAL PLAN ● ●● ●●● ●S2.03.PT LEVEL 03 PT PLAN ●●● ●S2.04 ROOF STRUCTURAL PLAN ● ●● ●●● ●S2.04.PT ROOF PT PLAN ●●● ●S2.05 HIGH ROOF STRUCTURAL PLAN ●● ●●● ●S2.05.PT HIGH ROOF PT PLAN ●● ●S3.01 BUILDING SECTIONS 1 ● ●● ●●● ●S3.02 BUILDING SECTIONS 2 ● ●● ●●● ●S3.03 BUILDING SECTIONS 3 ● ●● ●●● ●S3.11 SHEAR WALL ELEVATIONS - NORTH CORE ●●● ●S3.12 SHEAR WALL ELEVATIONS - SOUTH CORE ●●● ●S4.01 MAT FOUNDATION DETAILS ●● ●●● ●S4.02 RETAINING WALL SECTIONS ●●S5.01 RC SHEAR WALL AND LINK BEAM DETAILS ●● ●●● ●S5.21 REINFORCED CONCRETE GRAVITY COLUMN DETAILS ●● ●●● ●A5.31 CONCRETE BEAM SCHEDULE AND DETAILS ●● ●S5.41 REINFORCED CONCRETE SLAB SCHEDULE AND DETAILS ●● ●●● ●S5.42 POST-TENSIONED CONCRETE SLAB SCHEDULES AND DETAILS ●● ●●● ●MECHANICALM0.01 MECHANICAL COVER SHEET ●● ●●● ●M0.02 MECHANICAL SPECIFICATIONS ●M0.11 MECHANICAL SCHEDULES ●● ●●● ●M0.21 MECHANICAL TITLE 24 ●● ●M0.22 MECHANICAL TITLE 24 ●● ● M0.31 MECHANICAL DETAILS ●● ●●● ●M0.32 MECHANICAL DETAILS ●● ●●● ●M0.33 MECHANICAL DETAILS ●● ●M0.41 MECHANICAL CONTROLS ●● ●●● ●M0.42 MECHANICAL CONTROLS ●● ●●● ●M0.43 MECHANICAL CONTROLS ●● ●M3.B2 MECHANICAL PLAN - LEVEL B2 ● ●● ●●● ●M3.B1 MECHANICAL PLAN - LEVEL B1 ● ●● ●●● ●M3.01 MECHANICAL PLAN - LEVEL 01 ●● ●●● ●M3.02 MECHANICAL PLAN - LEVEL 02 ●● ●●● ●M3.03 MECHANICAL PLAN - LEVEL 03 ●● ●●● ●M3.04 MECHANICAL PLAN - ROOF ● ●● ●●● ●M5.01 MECHANICAL SECTIONS ● No.: Description: Date:
100% SCHEMATIC DESIGN 11/19/2021CUP REVIEW DRAWINGS 03/04/2022CUP/ ZTA SET 06/10/202250% DD 06/24/2022100% DD 07/29/2022CUP/ ZTA SET - COMMENTRESPONSES 09/27/2022
50% CD 10/21/202275% CD DRAFT 11/18/202275% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
2 CUP/ ZTA SET - COMMENT
RESPONSES 3
01/20/2023
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
5 ARCHITECTURAL COMMISSION

CONDITIONS OF APPROVALRESPONSES
04/20/2023

SHEET INDEX

SHEET NUMBER SHEET NAME
100% SCHEMATIC DESIGN

CUP REVIEW DRAWINGS

CUP/ ZTA SET
50% DD
100% DD

CUP/ ZTA SET - COMMENT RESPONSES
50% CD
75% CD DRAFT
75% CD
CUP/ ZTA SET - COMMENT RESPONSES 2
CUP/ ZTA SET - COMMENT RESPONSES 3
75% CD - PLAN CHECK COMMENT RESPONSES
CUP/ ZTA SET - COMMENT RESPONSES 4

ARCHITECTURAL COMMISSION CONDITIONS OF APPROVAL RESPONSES PLUMBINGP0.01 PLUMBING COVER SHEET ●● ●●● ●P0.11 PLUMBING SCHEDULES ●● ●●● ●P0.21 PLUMBING RISER DIAGRAM ●● ●●● ●P0.22 PLUMBING RISER DIAGRAMS ●●● ●P0.23 PLUMBING RISER DIAGRAMS ●●● ●P0.24 PLUMBING RISER DIAGRAMS ●●● ●P0.31 PLUMBING DETAILS ●● ●●P2.B2 PLUMBING PLAN - LEVEL B2 ●● ●●● ●P2.B1 PLUMBING PLAN - LEVEL B1 ●● ●●● ●P2.01 PLUMBING PLAN - LEVEL 01 ●● ●●● ●P2.02 PLUMBING PLAN - LEVEL 02 ●● ●●● ●P2.03 PLUMBING PLAN - LEVEL 03 ●● ●●● ●P2.04 PLUMBING PLAN - ROOF ●● ●●● ●P2.05 PLUMBING PLAN - LEVEL HIGH ROOF ● ●●● ●P3.01 PLUMBING ENLARGED PLANS ●●● ●ELECTRICALE0.01 ELECTRICAL COVER SHEET ●● ●●● ●E0.11 LIGHTING FIXTURE SCHEDULE ●● ●●● ●E0.12 TITLE 24 COMPLIANCE FORMS ● ●●● ●E0.13 TITLE 24 COMPLIANCE FORMS ● ●●● ●E0.21 SINGLE LINE DIAGRAM ●● ●●● ●E0.22 SINGLE LINE DIAGRAM ●● ●●● ●E0.23 PANEL SCHEDULES ●● ●●● ●E0.24 PANEL SCHEDULES ●● ●●● ●E0.25 PANEL SCHEDULES ●● ●●● ●E0.26 PANEL SCHEDULES ●● ●●● ●E0.31 ELECTRICAL DETAILS ●● ●●● ●E0.32 ELECTRICAL DETAILS ●●E2.B2 POWER PLAN - LEVEL B2 ●● ●●● ●E2.B1 POWER PLAN - LEVEL B1 ●● ●●● ●E2.01 POWER PLAN - LEVEL 01 ●● ●●● ●E2.02 POWER PLAN - LEVEL 02 ●● ●●● ●E2.03 POWER PLAN - LEVEL 03 ●● ●●● ●E2.04 POWER PLAN - ROOF ●● ●●● ●E3.B2 HVAC POWER PLAN - LEVEL B2 ● ●●● ●E3.B1 HVAC POWER PLAN - LEVEL B1 ● ●●● ●E3.01 HVAC POWER PLAN - LEVEL 01 ● ●●● ●E3.02 HVAC POWER PLAN - LEVEL 02 ● ●●● ●E3.03 HVAC POWER PLAN - LEVEL 03 ● ●●● ●E4.B2 LIGHTING PLAN - LEVEL B2 ● ●●● ●E4.B1 LIGHTING PLAN - LEVEL B1 ● ●●● ●E4.01 LIGHTING PLAN - LEVEL 01 ● ●●● ●E4.02 LIGHTING PLAN - LEVEL 02 ● ●●● ●E4.03 LIGHTING PLAN - LEVEL 03 ● ●●● ●E4.04 LIGHTING PLAN - ROOF ● ●●● ●E5.B2 EMERGENCY LIGHTING PLAN - LEVEL B2 ●●● ●E5.B1 EMERGENCY LIGHTING PLAN - LEVEL B1 ●●● ●E5.01 EMERGENCY LIGHTING PLAN - LEVEL 01 ●●● ●E5.02 EMERGENCY LIGHTING PLAN - LEVEL 02 ●●● ●E5.03 EMERGENCY LIGHTING PLAN - LEVEL 03 ●●● ●E5.04 EMERGENCY LIGHTING PLAN - ROOF ●●● ● LIGHTINGLT1.01 LIGHTING FLOOR PLAN - LEVEL 1 ●●●●●●●● ●●LT1.02 LIGHTING FLOOR PLAN - LEVEL 2 ●●●●●●●● ●●LT1.03 LIGHTING FLOOR PLAN - LEVEL 3 ●●●●●●●● ●●LT1.04 LIGHTING FLOOR PLAN - ROOF ●●●●●●●● ●●LT2.B2 LIGHTING REFLECTED CEILING PLAN - LEVEL B2 ● ●●● ●LT2.B1 LIGHTING REFLECTED CEILING PLAN - LEVEL B1 ● ●●● ●LT2.01 LIGHTING REFLECTED CEILING PLAN - LEVEL 1 ●●●●●●●● ●●LT2.02 LIGHTING REFLECTED CEILING PLAN - LEVEL 2 ●●●●●●●● ●●LT2.03 LIGHTING REFLECTED CEILING PLAN - LEVEL 3 ●●●●●●●● ●●LT2.04 LIGHTING REFLECTED CEILING PLAN - ROOF ●●●●●●●● ●●TECHNOLOGYT0.00 TECHNOLOGY SYMBOLS, GENERAL NOTES AND ABBREVIATIONS ● ●●● ●T1.01 TECHNOLOGY SITE PLAN ●● ●●● ●T2.B2 TECHNOLOGY FLOOR PLAN - LEVEL B2 ●● ●●● ●T2.B1 TECHNOLOGY FLOOR PLAN - LEVEL B1 ●● ●●● ●T2.01 TECHNOLOGY FLOOR PLAN - LEVEL 01 ●● ●●● ●T2.02 TECHNOLOGY FLOOR PLAN - LEVEL 02 ●● ●●● ●T2.03 TECHNOLOGY FLOOR PLAN - LEVEL 03 ●● ●●● ●T2.04 TECHNOLOGY FLOOR PLAN - ROOF ●● ●●● ● T2.05 TECHNOLOGY FLOOR PLAN - HIGH ROOF ●● ●●● ●T2.06 MDF BUILDOUT ●● ●●● ●T5.00 TECHNOLOGY DOOR DETAILS ● ●●● ●T5.02 ICT RISER ●T5.10 TECHNOLOGY CAMERA DETAILS ●●● ●T5.20 TECHNOLOGY DETAILS ●●● ●T5.21 TECHNOLOGY DETAILS ●●● ●T5.22 TECHNOLOGY DETAILS ●●● ●T5.30 TECHNOLOGY MOUNTING DETAILS ●●● ●T6.00 RISER DIAGRAM ●● ●●● ●AUTOMATED PARKINGQP0.01 AUTOMATED GARAGE COVER SHEET ● ●●● ●QP1.0B2 AUTOMATED GARAGE LAYOUT - LEVEL B2 ●●● ●●● ●QP1.0B1 AUTOMATED GARAGE LAYOUT - LEVEL B1 ●●● ●●● ●QP1.01 AUTOMATED GARAGE LAYOUT - LEVEL 01 ● ●●● ●QP2.01 AUTOMATED GARAGE SECTION 1 ● ●●● ●QP2.02 AUTOMATED GARAGE SECTION 2 ●●● ●QP2.03 AUTOMATED GARAGE DETAIL 1 ●●● ●QP3.0B2 AUTOMATED GARAGE EQUIPMENT LAYOUT - LEVEL B2 ●●● ●QP3.0B1 AUTOMATED GARAGE EQUIPMENT LAYOUT - LEVEL B1 ●●● ●QP3.01 AUTOMATED GARAGE EQUIPMENT LAYOUT - LEVEL 01 ●●● ●QP4.01 AUTOMATED GARAGE EQUIPMENT SCHEDULE ●●● ●VERTICAL TRANSPORTATIONVT.01 ELEVATOR 1 PLANS AND DESIGN DATA ● ●●● ● 4 1. GRID LAYOUT AND LOCATION OF LIGHT FIXTURES, DIFFUSERS AND CEILING MOUNTED DEVICES ON THE ARCHITECTURAL REFLECTED CEILING DRAWINGS GOVERN OVER ELECTRICAL, SECURITY, TELECOM AND MECHANICAL DRAWINGS. QUANTITY GOVERNED BY MEP.

2. PLAN DIMENSIONS ARE TO FACE OF FINISH, U.O.N. SYMMETRICAL AREAS DIMENSIONED ONE SIDE ONLY WITH OTHER SIDE OPPOSITE HAND, UON. PARTITIONS SHOWN ON COLUMN LINE ARE TO BE CENTERED ON COLUMN LINE, U.O.N.

3. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING FIXTURE TYPES, SMOKE DETECTORS, SPEAKERS AND EXIT SIGN SIZE AND TYPES.

4. PROJECT DATUM IS 1ST FLOOR = 144'-3".PROJECT DATUM X'-X" = NORTH AMERICAN VERTICAL DATUM (NAVD) XX'-X".ALL FLOOR ELEVATIONS ARE REFERENCE FLOOR ELEVATIONSRFE IS TOP OF STRUCTURAL SLAB UNLESS FINISH MATERIAL (TILE, STONE, WOOD, ETC) IS THICKER THAN 1/2". RFE IS TOP OF FINISHFLOOR IF FINISH MATERIAL IS THICKER THAN 1/2".5. CONCRETE HOUSEKEEPING PADS ARE SHOWN WITH THE MECHANICAL, ELECTRICAL, PLUMBING, TELECOMMUNICATIONS, AUDIO/VISUAL AND SECURITY EQUIPMENT.6. RATED PARTITIONS TO OFFSET AS REQUIRED TO ENGAGE FIRE OR FIRE / SMOKE DAMPERS AS REQUIRED AND DIAGRAMMATICALLY SHOWN ON DETAIL.7. R.C.P'S INDICATE LOCATION OF SPRINKLER HEADS IN PUBLIC SPACES ONLY. CONTRACTOR RESPONSIBLE FOR MEETING ALLQUANTITY AND CODE REQUIREMENTS.8. SIGNAGE LOCATIONS AS SHOWN ON SIGNAGE DRAWINGS. CONTRACTOR RESPONSIBLE FOR PROVIDING BACKING AS REQUIRED TO SUPPORT SIGNAGE. SIGNAGE UNDER SEPARATE PERMIT.9. REFER TO STRUCTURAL DRAWINGS' REINFORCING SCHEDULE FOR ARCHITECTURAL CONCRETE CURBS.

10. THE PROJECT IS REQUIRED TO ACHIEVE A MINIMUM LEED GOLD.

CONSTRUCTION TYPE: OCCUPANCY CLASSIFICATIONS:BUILDING HEIGHT:NO. OF STORIES:ZONING INFORMATIONZONING:USE DESIGNATION:COVER/GENERALIZED USEPROJECT SUMMARY 3 - STORY RETAIL / OFFICE BUILDING:ROOFTOP PENTHOUSE:2 - LEVEL BASEMENT PARKINGPROJECT LOT AREA:ALLOWABLE FAR AREA: FIRE RESISTIVE REQUIREMENTS:

TYPE 1-A WITH FIRE SPRINKLERSB, S-3, A-243’ - 0”3 ABOVE GRADE, 2 BELOW GRADEC3COM LOW GENCOMMERCIAL25,565.80 SF FAR 2,530.57 SF22,456.56 SF12,783.20 SF12,783.20 SF x 2 = 25,566.40 SF• PRIMARY STRUCTURAL FRAME 3 HR• PRIMARY STRUCTURAL FRAME SUPPORTING ROOF ONLY 2 HR
• EXTERIOR BEARING WALLS 3 HR• INTERIOR BEARING WALLS
SUPPORTING ROOF ONLY 2 HR
• FLOOR CONSTRUCTION 2 HR
• ROOF CONSTRUCTION 1.5 HR• SHAFT ENCLOSURES 2 HR• STAIR ENCLOSURES 2 HR ROOFTOP PENTHOUSE:

ENCLOSED PENTHOUSE ROOF UNENCLOSED PENTHOUSE ROOF

ALLOWABLE
2,556.64 SF5,739.13 SF

PROPOSED
2,530.57 SF5,649.39 SF
ROOFTOP PENTHOUSE: 10% OF ALLOWABLE FLOOR AREAUNENCLOSED ROOFTOP AREA: 50% OF THIRD FLOOR TOTAL GROSS AREA SOUTH (FRONT)EAST (SIDE)WEST (SIDE)NORTH (REAR) - 1ST FLOORNORTH (REAR) - 2ND FLOORNORTH (REAR) - 3RD FLOORNORTH (REAR) - PENTHOUSE

REQUIRED
0' - 0"0' - 0"0' - 0"
10' - 0"10' - 0"20' - 0"20' - 0"
SETBACK CALCULATIONS:

PROPOSED
0' - 0"0' - 0"0' - 0"
10' - 0"10' - 0"20' - 0"20' - 0"
HEIGHT OF THE BUILDING:

MAX. BUILDING HEIGHTPENTHOUSE ROOF HEIGHT

TOTAL BUILDING HEIGHT (TO TOP OF ELEVATOR OVERRUN)

ALLOWABLE
45' - 0"15' - 0"60' - 0"

PROPOSED
43' - 0"14' - 6"60'- 0"
PARKING CALCULATIONS:

PARKING FLOORSBASEMENT - LEVEL B1 - PARKINGBASEMENT - LEVEL B2 - PARKINGTOTAL BASEMENT PARKING AREA

TOTAL GROSS AREA
11,228.28 SF11,228.28 SF22,456.56 SF
SPACES
39 SPACES37 SPACES76 SPACES
STANDARD 9' X 19' PARKING SPACES:ACCESSIBLE 9' X 19 PARKING SPACES:VAN ACCESSIBLE 10' X 19 PARKING SPACES:ELECTRIC VEHICLE (EV) 9' X 19' SPACES:TOTAL PARKING SPACES PROVIDED:CITY REQUIRED PARKING CALC:CITY REQUIRED PARKING:TOTAL REQUIRED PARKING:
67 SPACES 3 SPACES 1 SPACE 9 SPACES76 SPACES25,565.80 / 350 = 73.0474 SPACES74 SPACES MAX UNPROTECTED OPENING CALCULATIONS SUMMARY*:

ELEVATIONEAST ELEVATIONNORTH ELEVATIONWEST ELEVATIONSOUTH ELEVATION OPEN % ALLOWED
0%
45%

NO LIMITNO LIMIT
OPEN % PROVIDED
0%

28.14%44.31%40.59%
* SEE DETAILED CALCULATION ON SHEET G0.14
FLOOR LEVEL 01 - GROUND FLOOR AREA LEVEL 02 - SECOND FLOOR AREALEVEL 03 - THIRD FLOOR AREATOTAL (LEVEL 01, 02 & 03):ROOF | ROOFTOP PENTHOUSE BASEMENT - LEVEL B1BASEMENT - LEVEL B2TOTAL AREA:NOTES: ROOFTOP PENTHOUSE AND 2-LEVEL BASEMENT PARKING AREA EXEMPT FROM TOTAL FLOOR AREA CALCULATIONS.

AREA EXEMPT FROM

CALCULATIONS

PER BLOCKING PLANS
G0.25 - G0.27
5,199.69 SF1,307.37 SF 2,187.37 SF8,694.43 SF
10,475.45 SF11,228.28 SF11,228.28 SF41,626.44 SF
NET AREA | FAR

PER BLOCKING
PLANS G0.25 - G0.27
6,104.04 SF10,170.88 SF 9,290.88 SF25,565.80 SF
---
25,565.80 SF

GROSS AREA

PER BLOCKING
PLANS G0.25 - G0.27
11,303.73 SF11,478.25 SF 11,478.25 SF
34,260.23 SF
11,228.28 SF11,228.28 SF
PROPOSED BUILDING AREA SUMMARY:

JOB ADDRESS:8633 WILSHIRE BLVD. BEVERLY HILLS, CA 90211SCOPE OF WORK: DEMOLITION OF EXISTING 1 - STORY COMMERCIAL BUILDING, PROPOSED PROJECT 3 - STORY COMMERCIAL BUILDING WITH PENTHOUSE / ROOFTOP LUNCHROOM AND 2 - LEVEL BASEMENT PARKINGLEGAL DESCRIPTION: APN: 4334-014-042LOTS 196 AND 197 OF TRACT NO. 4988, IN THE CITY OF BEVERLY HILLS, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 54, PAGES 98AND 99, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTYOWNERSCD 8633 WILSHIRE LLC C/OSKANSKA USA COMMERCIAL DEVELOPMENT633 W 5TH STREET, FLOOR 68LOS ANGELES, CA 90071JOHN HANKS - [email protected]+1 213 314 7581GENERAL CONTRACTORSKANSKA US BUILDING633 W 5TH STREET, FLOOR 68LOS ANGELES, CA 90071JENNY WALKER - [email protected]+1 213 598 1945ARCHITECTSOM333 S GRAND AVE, SUITE 3600LOS ANGELES, CA 90071DAN HERMAN - [email protected]+1 213 327 2433STRUCTURALSOM333 S GRAND AVE, SUITE 3600LOS ANGELES, CA 90071ABEL DIAZ - [email protected]+1 650 704 4117CIVILKPFF700 S FLOWER ST., SUITE 2100LOS ANGELES, CA 90017ASTRID THEEUWES - [email protected]+1 213 266 5244LANDSCAPESALT423 GIN LING WAY LOS ANGELES, CA 90012ALLEN COMPTON - [email protected]+1 213 234 0057MEPARC277 SOUTH LAKE STREETBURBANK, CA 91502HISHAM BARAKAT - [email protected]+1 818 508 6300CODE / FLS / SMOKEJENSEN HUGHES1000 WILSHIRE BOULEVARD, SUITE 250LOS ANGELES, CA 90017ISAAC MARTINEZ - [email protected]+1 213 338 8654LEEDARGENTO / GRAHAM500 S GRAND AVE SUITE 1180LOS ANGELES, CA 90071ANNIE ARGENTO - [email protected]+1 503 358 0902

PARKING
WATRY2099 GATEWAY PL SUITE 550SAN JOSE, CA 95110DOUG VENTURA - [email protected]+1 833 917 PARKVOLLEY AUTOMATION415 EAST GRAND AVENUESOUTH SAN FRANCISCO, CA 94080LANCE BEENY - [email protected]+1 435 881-7015VERTICAL TRANSPORTATIONSYSKA HENNESSY444 S. FLOWER STREET SUITE 2000LOS ANGELES, CA 90071MICHELLE BARATTA - [email protected]+1 310 254 3934ACOUSTICSVENEKLASEN1711 16TH STREETSANTA MONICA, CA 90404JOHN ZEMAN - [email protected]+1 310 566 5127LIGHTINGHLB8580 WASHINGTON BLVDCULVER CITY, CA 90232TEAL BROGDEN - [email protected]+1 320 940 7640LOW VOLTAGE / AV / SECURITYEXANTE 360895 DOVE ST #3NEWPORT BEACH, CA 92660ALBERTO LOPEZ - [email protected]+1 949 233 0338 2019 CALIFORNIA BUILDING STANDARDS CODE (CALIFORNIA CODE OF REGULATIONS, TITLE 24) - 2019 ADMINISTRATIVE CODE- 2019 BUILDING CODE- 2019 RESIDENTIAL CODE- 2019 CALIFORNIA ELECTRICAL CODE- 2019 CALIFORNIA MECHANICAL CODE- 2019 CALIFORNIA PLUMBING CODE- 2019 ENERGY CODE- 2019 HISTORIC BUILDING CODE- 2019 CALIFORNIA FIRE CODE- 2019 EXISTING BUILDING CODE- 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN)- 2019 CALIFORNIA REFERENCE STANDARDS CODE BEVERLY HILLS MUNICIPAL CODE AND ITS AMENDMENTS1. ANSI AMERICAN NATIONAL STANDARDS INSTITUTE2. UL UNDERWRITERS’ LABORATORIES3. ADA AMERICANS WITH DISABILITIES ACT4. AGA AMERICAN GAS ASSOCIATION5. ASCI AMERICAN STANDARD CODE FOR INFORMATION EXCHANGE6. ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS7. ASHRAE AMERICAN SOCIETY OF HEATING REFRIGERATING & AIR CONDITIONING ENGINEERS8. ARI AMERICAN REFRIGERATION INSTITUTE9. ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS 2004 ASME A17.1 SAFETY CODE FOR ELEVATORS AND ESCALATORS

10. EIA ELECTRONIC INDUSTRY TESTING STANDARDS11. FM FACTORY MUTUAL12. NFPA NATIONAL FIRE PROTECTION ASSOCIATION 2013 NFPA 13: STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS2013 NFPA 14: STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEM2013 NFPA 20: STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION2013 NFPA 22: STANDARD FOR WATER TANKS FOR PRIVATE FIRE PROTECTION2013 NFPA 72: NATIONAL FIRE ALARM AND SIGNALING CODE2013 NFPA 110: STANDARD FOR EMERGENCY & STANDBY POWER SYSTEMS

13. IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS14. IAPMO INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS15. NSF NATIONAL SCIENCE FOUNDATION16. 17. SSPWC STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION18. IESNA ILLUMINATING ENGINEERING SOCIETYAMERICAN’S WITH DISABILITIES ACT, ACCESSIBILITY STANDARDS, TITLE III, SEPTEMBER, 2010CAL OSHAA. FIRE SPRINKLER SYSTEMB. DEMOLITION OF ANY EXISTING STRUCTURE WHICH REQUIRED A BUILDING PERMIT TO BE CONSTRUCTED.

BUILDINGS OR STRUCTURES SHALL BE CERTIFIED AS BEING FREE FROM ASBESTOS BY A CERTIFIED PERSON OR FIRM PRIOR TO ISSUANCE OF THE DEMOLITION PERMIT. A BUILDING PERMIT IS REQUIRED FOR ASBESTOS REMOVAL.

C. SIGNAGED. ELECTRICAL WORKE. MECHANICAL WORKF. PLUMBING WORKG. TREE AND TREE WELL REMOVAL IN RIGHT OF WAY APPLICABLE CODES:STANDARDS:AGENCIES:SEPARATE PERMITS:

Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
5/1/2023 12:37:39 AM As indicated Author Checker 220570

GENERALNOTES, PROJECTINFORMATION
G0.03
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211

VICINITY MAP GENERAL NOTES PROJECT INFO AND ZONING COMPLIANCE DATAPROJECT DIRECTORY APPLICABLE CODES & STANDARDS No.: Description: Date:
100% SCHEMATIC DESIGN 11/19/2021CUP REVIEW DRAWINGS 03/04/2022CUP/ ZTA SET 06/10/202250% DD 06/24/2022100% DD 07/29/2022CUP/ ZTA SET - COMMENTRESPONSES 09/27/2022
50% CD 10/21/202275% CD DRAFT 11/18/202275% CD 12/09/2022 2 CUP/ ZTA SET - COMMENT
RESPONSES 3
01/20/2023
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
5 ARCHITECTURAL COMMISSION

CONDITIONS OF APPROVALRESPONSES
04/20/2023
4 61,542.85 SF 4,826.06 SF BEVERLY HILLS PUBLIC WORKS STANDARDS

1. THE DOCUMENTS ARE PREPARED IN SUPPORT OF A ZONE TEXT AMENDMENT AND A CONDITIONAL USE PERMIT APPLICATION FOR AN AUTOMATED PARKING SYSTEM.2. MINOR ACCOMMODATIONS FOR:
- 5'-6" LID BIOFILTRATION PLANTER LOCATED WITHIN 10' OF PROPERTY LINE ABUTTING RESIDENTIAL ZONE- 1'-0" PLANTER CURB LOCATED WITHIN 10' OF PROPERTY LINE ABUTTING RESIDENTIAL ZONE, AND 25'-0"

ZONE ADJACENT TO CARSON ST
- A THREE (3) - SIX (6) FOOT TALL WALL ABUTTING A RESIDENTIAL FRONT YARD AREA.- ONE GUARDRAIL (42” IN HEIGHT) LOCATED ADJACENT TO A PROPOSED THIRD FLOOR BALCONY.

3. DEVELOPMENT PLAN REVIEW
PLANNING ENTITLEMENTS:
4 A/C Air Conditioning
A/V Audio Visual ACST Acoustical ACT Acoustical Ceiling Tile AD Area Drain ADDL Additional ADJ Adjacent ADR Access DoorAF Access FloorAFF Above Finished FloorAGGR Aggregate AHU Air Handling Unit ALS Assisted Listening SystemALT Alternate ALUM Aluminum ANOD Anodized APPROX Approximate(ly) APT ApartmentARC Architectural Concrete ARCH Architect(ural) AUTO Automatic AUX AuxiliaryAVG AverageB/ Bottom ofBD BoardBEV Beveled BG Bumper GuardBLDG Building BLKG Block(ing) BM Beam BMK BenchmarkBOC Bottom of CurbBOMA Bldg. Owners and Managers Assoc. BR BedroomBRK BrickBRZ BronzeBSMT Basement BS BrassBTU British Thermal Unit(s) CAP Capacity
CB Catch Basin CCTV Closed Circuit Television CFM Cubic Feet Per Minute CG Corner Guard(s) CI Cast IronCJ Control JointCL Center Line CLG Ceiling
CLG HT Ceiling Height CLO ClosetCLR OPNG Clear Opening CMU Concrete Masonry Unit(s) CO Cleanout COL ColumnCONC Concrete CONF Conference CONN Connect(ion) CONSTR Construction CONT Continuous / Continue CONV Convector CORR Corridor CPOT Continuous Path Of Travel CPT Carpet(ed)CSK Countersink / Countersunk CSWK Casework CT Ceramic Tile CTR Center(ed)CU Cubic CW Cold WaterDB DecibelDBL DoubleDD Deck Drain DEG Degree(s)DEPT Department DET Detail(s)DF Drinking FountainDH Double Hung DIA DiameterDIAG Diagonal DIFF Diffuser(s) DIM Dimension(s)DISP Dispenser DIV Divide / Division DL Dead LoadDMPF Dampproofing DMPR Damper DN Down DP Drainage PanelDR Dining Room DRP DraperyDWG Drawing(s) DWTR Dumbwaiter EA EachEC Exposed ConstructionEC Elastomeric Coating EIFS Exterior Insulated Finish System EJ Expansion JointEL Elevation (Grade) ELAST Elastomeric ELEC Electric(al) ELEC CL Electric Closet ELEV Elevator ELEV Elevation (Bldg) EM Entrance Mat EMER Emergency ENCL Enclosure / Enclose(d) ENTR Entrance EOS Edge of Slab EQ Equal EQUIP Equipment ESC Escalator EW Each WayEWC Electric Water Cooler EXH ExhaustEXIST Existing EXP Expose d
EXPN Expansion EXT ExteriorF FahrenheitFA Fire AlarmFAF Fluid Applied FlooringFAAP Fire Alarm Annunciator Panel FAB FabricFAI Fresh Air Intake FD Floor DrainFDMPR Fire Damper FDTN Foundation FE Fire ExtinguisherFEC Fire Extinguisher Cabinet FH Fire HydrantFHC Fire Hose Cabinet FHR Fire Hose Rack (Reel) FIN Finish(ed)FIN FL Finish Floor FIN GR Finish Grade FLEX Flexible FLH FlashingFLMT Flush Mounted FLR Floor(s)FLS Floor SealerFLUOR Fluorescent FO Finished Opening FP FireproofingFPM Feet per Minute FR Fire Retardant / Rating / Resist. FRM Frame FRTW Fire Retardant Treated Wood FS Full Size FSS Fire Stopping SystemFSE Food Service Equipment FSP Fire Standpipe FT Feet (Foot) FTG Footing FWP Fabric Wrapped Panel GG
as
GA Gauge GAL Gallon(s)GALV Galvanized GFRC Glass Fiber Reinforced Concrete GFRG Glass Fiber Reinforced Gypsum GI Galvanized Iron GL GlassGL BLK Glass Block GND GroundGPH Gallons per Hour GPM Gallons per Minute GRD GradeGRL GrilleGWB Gypsum Wallboard HB Hose Bi b
HD Head
HDW Hardware HEX Hexagon(al)HM
Hollow Metal
HNDRL Handrail HO Hold OpenHORIZ Horizontal HPT High PointHR Hour(s) (Fire Resistance Rating) HT HeightHVAC Heating, Ventilating, Air ConditioningHWY Highway ID Inside DiameterIDF Intermediate Distribution Facility INCL Include(d) / Inclusive / Including INFO Information INS Insulation / Insulate(d) INT InteriorJC Janitor ClosetJF Joint FillerJG Joint GasketJT JointKD KnockdownKIT KitchenKO KnockoutKPL Kickplate/ Angle LAB LaboratoryLAM Laminate(d)LAV LavatoryLBS Pound(s)LD Linear DiffuserLH Left HandLI N Linear
LONG Longitudinal LPT Low PointLR Living Room
LTG Lighting
LVR Louver(ed)
MACH Machine MAINT Maintain / Maintenance MATL Material MAX Maximum MB Metal Base
MDF Main Distribution FacilityMECH Mechanical MED Medium MEZZ Mezzanine MFR ManufacturerMH ManholeMIN MinimumMISC Miscellaneous ML Metal LathML WK Millwork MLDG Molding MO Masonry Opening MP Metal Panel
MTD MountedMTL MetalMUL Mullion
N North
NA Not Applicabl
e
N
C
Noise Criteria
NIC Not in Contract NO NumberNOM Nominal NRC Noise Reduction CoefficientNTS Not to Scale OA Outside AirOC On CenterOD Outside DiameterOF Outside FaceOFD Overflow DrainOFF Office
OH DR Overhead Coiling Door OPH Opposite HandOPNG Opening OPP Opposite OPR Operating / Operable ORD Overflow Roof Drain OZ Ounc e
PA Public AddressPAR ParallelPART Partial PAV PaversPB Particle BoardPCC Precast ConcretePERF Perforated PERP Perpendicular PL Plastic Laminat e
PLA Plaster
PLBG Plumbing PLYWD Plywood PNEU Pneumatic POL Polished PR Pair
PREFAB Prefabricate(d) PROJ Project(s) PROP Property PSF Pounds per Square Foot PSI Pounds per Square Inch PT Paint(ed)PTN Partition PVC Polyvinyl Chloride
PVG Paving
PWR Power QT Quarry TileQTY QuantityR RiserRA
Return Air
RAD Radius
RB Resilient Base RC Reinforced ConcreteRD Roof Drain RECPT Receptacle RECT Rectangle REF Referenc e
REFR Refrigerator REG RegisterREINF Reinforce(d, -ing, -ment)REQD Required REV Revised / Revision
RF Resilient FlooringRFA Roofing AccessoriesRH Right Hand RM Room
RMX Resin Matrix RND Round(ed)RO Rough OpeningROT RotatedROW Right of Way RPM Revolutions per Minute RR Railroad RS Roofing System
SA Supply Air
SAN SanitarySB Splash Block
SCHED Schedule(d) SE SealantSECT Section
SHR ShowerSHT SheetSHTHG Sheathing
SIM Similar
SLDG Slide / Sliding SMR Sheet Metal RoofingSPC Synthetic Polymer CountertopSPEC Specification(s) SQ Squar e
SQ FT Square Foot / Feet STL ST Stainless Steel
ST StoneSTC Sound Transmission Class
STD Standard
STL Steel
STOR Storage STRUCT Structure / Structural SURF MTD Surface Mounted SUSP Suspend(ed) / Suspension SWBD Switchboard SYMM Symmetrical T TreadT&G Tongue and Groove T/ Top ofTA Toilet Accessory(ies)TC Traffic Coating TD Trench Drain
TEL Telephone
TEMP Temperature TER TerrazzoTHK Thick(ness)THRES Threshol d
TOC Top of CurbTOPO Topography Map TRANS Transo
m
TV Television
T.W. Tread WidthTYP TypicalUC UndercutUNFIN Unfinished UNO Unless Noted Otherwise UPS Uninterrupted Power Supply VAC VacuumVERT Vertical VEST Vestibule VIF Verify in Field VNR / VE Veneer VOL VolumeW/ WithW/O WithoutWB Wood BaseWC Wheel ChairWCV Wall Covering WD WoodWDF Wood Door and Frame WH Wall HydrantWI Wrought Iron WP Work Point
WPS Waterproofing System WR Weather ResistantWRB Wardrobe WS Weatherstrip(ping)WT WeightWTR Window Treatment WV Wood VeneerWWF Welded Wire Fabric XYZ

GRAIN DIRECTION

X PATTERN START POINT
CENTERLINEALIGNNORTH SYMBOLBREAK LINEFLOOR MATERIAL TRANSITIONMATERIAL 1 AF-1 MATERIAL 2CONC
31 - ASPHALT31 - GRAVEL31 - EARTH09 - GROUT09 - TILE09 - TERRAZZO09 - RESILIENT FLOORING09 - LATH AND PLASTER09 - GYPSUM09 - CARPET09 - ACOUSTICAL CEILING BOARD07 - FOAM, FILLER, GASKET07 - SEMI RIGID INSULATION07 - RIGID INSULATION07 - FIREPROOFING07 - BATT INSULATION06 - WOOD GRAIN06 - PLYWOOD06 - MEDIUM DENSITY FIBERBOARD06 - DISCONTINUOUS WOOD BLOCKING06 - CONTINUOUS WOOD BLOCKING05 - BRONZE05 - STEEL/STAINLESS STEEL05 - ALUMINUM04 - SETTING BED04 - MORTAR04 - STONE04 - CONCRETE MASONRY UNIT04 - BRICK03 - CONCRETE TOPPING SLAB03 - CONCRETE LEVELER03 - LIGHTWEIGHT CONCRETE03 - PRECAST CONCRETE03 - CONCRETE (RE: STRUCTURAL)03 - CONCRETE02 - EXISTING CONCRETE

AREA NAME
150 SF
200 OCC
A-3
9' - 0"
ACT-1
101

ROOM NAME
101
150 SF
E12
A1
22 RFI #44

ROOM TAG

ROOM NAME INDICATORROOM NUMBERAREA

ROOM NAME
101

ROOM TAG

ROOM NAME INDICATORROOM NUMBERAREA TAGAREA NAME INDICATORAREA

AREA NAME
150 SF

OCCUPANCY TAGOCCUPANCY GROUPAREA NAME INDICATORAREANUMBER OF OCCUPANTSWALL TAGPARTITION TYPEACOUSTIC RATING (WHERE INDICATED)FIRE RATING (WHERE INDICATED)CEILING TAGCEILING FINISHCEILING HEIGHT (AFF)DOOR NUMBERREVISION TAGREVISION NUMBERRFI 0000 ACCESSORY NUMBER
AA
AA

EXISTING COLUMN LINE INDICATORCOLUMN LINE INDICATOR
LEVEL 01
+20' - 0"
LEVEL HEADLEVEL NAMEELEVATIONREFERENCE POINT; WORK POINT;DIMENSION POINT; START POINTPOINT ELEVATIONELEVATIONPREFIX XX +1' - 6"
HIGH POINT HP +1' - 6"
LOW POINT LP +1' - 6"

SURFACE ELEVATIONELEVATIONPREFIX
XX +1' - 6"

SITE ELEVATIONELEVATIONPREFIX
XX +1' - 6"

DRAWING TITLEDRAWING NAMEDRAWING NUMBERDRAWING SCALE

FIRST FLOOR PLAN
SCALE: 1/8" = 1'-0" 01

BUILDING SECTION INDICATORSECTION IDENTIFIERDRAWING NUMBER 1 A10.20.30
1 A10.20.30

CALLOUT INDICATORCALLOUT IDENTIFIERDRAWING NUMBER
A10.20.30
1 DETAIL INDICATORDETAIL IDENTIFIERDRAWING NUMBER
1 A10.20.30

EXTERIOR ELEVATION INDICATORELEVATION IDENTIFIERDRAWING NUMBER A10.20.30

INTERIOR ELEVATION INDICATOR

ELEVATION IDENTIFIERDRAWING NUMBER
12 12
12 12
RE: 01 / A2.0

MATCHLINE & VIEW REFERENCE

DRAWING NUMBERDRAWING IDENTIFIERVIEW REFERENCEDRAWING NUMBERDRAWING IDENTIFIER RE: 01 / A2.0
ø 5'-0"
Note to specifier: These are the most common
36" 24"
12" 36" 12"
30"
48"
60"
60"
Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
5/1/2023 12:37:41 AM As indicated Author Checker 220570

ABBREVIATIONS,MATERIALS ANDSYMBOLS
G0.06
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211

ABBREVIATIONS
MISC. SYMBOLSTAGS MATERIALSDATUM SYMBOLS

DRAWING REFERENCE SYMBOLS

WHEELCHAIR ACCESSIBLE SPACE
No.: Description: Date:

CUP/ ZTA SET 06/10/202250% DD 06/24/2022100% DD 07/29/2022CUP/ ZTA SET - COMMENTRESPONSES 09/27/2022
50% CD 10/21/202275% CD DRAFT 11/18/202275% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
5 ARCHITECTURAL COMMISSION

CONDITIONS OF APPROVALRESPONSES
04/20/2023

WOOD DECK
WD - 01EXTERIOR TERRACES AND ROOF DECK *SEE LANDSCAPE FOR MATERIAL OPTIONS STAINLESS STEELMP-03MAIN ENTRANCE
GLAZING GL-32A EXTERIOR ENCLOSURE*ENERGY MODEL ANALYSIS IN PROGRESS; GLASS TYPE CONFIRMATION PENDING ENERGY ANALYSIS 01 02
07 CMU FENCECMU-01NORTH WALL
08 PAINTED METAL - LIGHT MATTE BLACKPC-04EXTERIOR ENCLOSURE CORRUGATED METAL PANELMP -02EXTERIOR ENCLOSURE
PAINTED METAL - BLACKPC-05BULKHEADS & MULLIONS
06 04
01 CORRUGATED & PERFORATED METAL PANELMP -01EXTERIOR ENCLOSURE @ 1ST LEVEL 08 07 06 05 04 03 02
03 05
Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
5/1/2023 12:37:49 AM 6" = 1'-0" Author Checker 220570

MATERIALS LIST
G0.07
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211
MATERIAL LIST 01
No.: Description: Date:
100% SCHEMATIC DESIGN 11/19/2021CUP/ ZTA SET 06/10/202250% DD 06/24/2022100% DD 07/29/2022CUP/ ZTA SET - COMMENTRESPONSES 09/27/2022
50% CD 10/21/202275% CD DRAFT 11/18/202275% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
5 ARCHITECTURAL COMMISSION

CONDITIONS OF APPROVALRESPONSES
04/20/2023
133' 0"
(400 FEET MAX)
STAIR 1

0.2 44" (CLEAR)54" (CLEAR)
26 270
STAIR 2

0.2 44" (CLEAR)48" (CLEAR)
26 240
9,639 SF
200
49 CAR STORAGE FLOOR

EXHAUST
SHAFT
SUPPLY
SHAFT

BUILDING STORAGE
1/3 DIAGONAL = 56' 7" 169'-10 13/16"

MAINTENANCE BAY

FUEL TANK
ELEVATORENCLOSURE OMITTED PER CBC 712.1.10.2
DOOR 1

0.15 32" (CLEAR)34" (CLEAR)
26 227
DOOR 2

0.15 32" (CLEAR)34" (CLEAR)
26 227
225300
1 VERTICAL

RECIPROCATING
CONVEYOR 2 - ADA

VERTICAL

RECIPROCATING
CONVEYOR 1
225200
2 61'-0"
STAIR 1

0.2 44" (CLEAR)54" (CLEAR)
25 270
STAIR 2

0.2 44" (CLEAR)48" (CLEAR)
25 240

EXHAUST
SHAFT
SUPPLY
SHAFT

MPOE/ IDF
ROOM
1/3 DIAGONAL = 56' 7" 169'-10 1 9,704SF 3/16" 200 49 100'- 0" (400 FEET MAX)

CAR STORAGE FLOOR

ELEVATOR

ENCLOSURE

OMITTED PER CBC
712.1.10.2

VERTICAL

RECIPROCATING
CONVEYOR 2 - ADA

VERTICAL

RECIPROCATING
CONVEYOR 1
134 SF
300
1 67'-8"

OVERHEAD LINE OF

SIDEWALK ON

GROUND LEVEL

WALL TYPE LEGEND
2-HOUR RATED FIRE BARRIER1-HOUR RATED FIRE BARRIER

EXIT SYMBOLS LEGEND

COMPONENT

WIDTH FACTOR

REQUIRED WIDTH

PROVIDED WIDTH

OCCUPANT LOAD

CAPACITY

ROOM AREA

OCCUPANT

LOAD FACTOR

OCCUPANT LOAD

OF SPACE
TRAVEL DISTANCE - TO EXIT3-HOUR RATED FIRE BARRIER
1-HOUR RATED EXTERIOR WALLCOMMON PATH OF TRAVEL
NOTES: 1. BUILDING IS SPRINKLERED THROUGHOUT PER CB 903 ANDNFPA 13.2. BUILDING IS PROVIDED WITH EMERGENCY VOICE/ALARMCOMMUNICATION PER CBC 907.5.2.2 Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/4" 1/2" 0
5/1/2023 12:37:52 AM 1/8" = 1'-0" Author Checker 220570

FIRE LIFESAFETYDIAGRAM
G0.11
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211
SCALE: 1/8" = 1'-0"
LIFE SAFETY DIAGRAM - LEVEL B2 01
SCALE: 1/8" = 1'-0"
LIFE SAFETY DIAGRAM - LEVEL B1 03
No.: Description: Date:
100% SCHEMATIC DESIGN 11/19/2021CUP/ ZTA SET 06/10/202250% DD 06/24/2022100% DD 07/29/2022CUP/ ZTA SET - COMMENTRESPONSES 09/27/2022
50% CD 10/21/202275% CD DRAFT 11/18/202275% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
N
1/3 DIAGONAL = 56' 9" 170'-3 1/8"
130' - 0"
(250 FEET MAX)
1,310 SF
5027
OFFICE: HIGH

DENSITY OFFICE
(25% AREA)
2,619 SF
150
18 OFFICE: STANDARD

DENSITY
(50% AREA)
DOOR 1

0.15 32" (CLEAR)92" (CLEAR)
79 640
DOOR 5

0.15 36" (CLEAR)36" (CLEAR)
240240
EGRESS COURT PER CBC 1028.4
DOOR 2

0.15 38" (CLEAR)42" (CLEAR)
252320
1,310 SF
1588
OFFICE:

ASSEMBLY
(25% AREA)
DOOR 4

0.15 32" (CLEAR)34" (CLEAR)
79 227

EXHAUST
SHAFT
SUPPLY
SHAFT
ELEC
ROOM

FIRE RATING TO

BE CONFIRMED
BY SCE
DOOR 1

0.15 38" (CLEAR)42" (CLEAR)
252320
1,811 SF
200
10 PARKING

ENTRANCE
DOOR 3

0.15 32" (CLEAR)34" (CLEAR)
79 227
TWO-WAY COMMUNICATION AT EVERY ELEVATOR LANDING EXCEPT LEVEL 1 206 SF
300
1 ELECTRICAL ROOM
375 SF
300
2 SCE

TRANSFORMER
444 SF
300
2 LOADING
DOCK
78 SF
300
1 TRASH

INTERIOR PARTITIONS TO BE DETERMINED

VERTICAL

RECIPROCATING
CONVEYOR 2 - ADA

VERTICAL

RECIPROCATING
CONVEYOR 1
48 SF
300
1 164 SF
150
2 WOMEN

RESTROOM
200 SF
150
2 ELEVATOR
LOBBY
163 SF
150
2 MEN

RESTROOM

JANITOR
CLOSET
15 SF
300
1 62' - 0"
(100 FEET MAX)
*
* OL IS BASED ON THE ROOF LEVEL
STAIR 1

0.2 54" (CLEAR)51" (CLEAR)
252280
STAIR 2

0.2 48" (CLEAR)48" (CLEAR)
240240
CARSON RD.

WILSHIRE
BLVD.

EXIT PASSAGEWAY EXIT PASSAGEWAY
EXIT

PASSAGEWAY

0.15 48" (CLEAR)53" (CLEAR)
240353
EXIT

PASSAGEWAY

0.15 50.4" (CLEAR)
75" (CLEAR)
252500
EGRESS
COURT

0.15 36" (CLEAR)60" (CLEAR)
240400
5'-0"
1/3 DIAGONAL = 56' 9" 170'-3 1/8"
2,405 SF
5049
OFFICE: HIGH

DENSITY OFFICE
(25% AREA)
260 SF
1518
DECK 2,405 SF
15 161
OFFICE:

ASSEMBLY
(25% AREA)
4,809 SF
150
33 OFFICE: STANDARD

DENSITY
(50% AREA)
176' 3"
(250 FEET MAX)
STAIR 1

0.2 44" (CLEAR)54" (CLEAR)
135270 STAIR 2

0.2 44" (CLEAR)48" (CLEAR)
135240

ELEVATOR
(W/ SMOKE

CURTAIN)
DOOR 2

0.15 32" (CLEAR)34" (CLEAR)
135227
DOOR 1

0.15 32" (CLEAR)34" (CLEAR)
135226
DOOR 3

0.15 32" (CLEAR)34" (CLEAR)
18 227
MEP
SHAFT
ROOM
TWO-WAY COMMUNICATION AT EVERY ELEVATOR LANDING EXCEPT LEVEL 1 ELEC
ROOM
92 SF
300
1 164 SF
150
2 WOMEN

RESTROOM
200 SF
150
2 MEN

RESTROOM

JANITOR
CLOSET
15 SF
300
1 ELEVATOR
LOBBY
163 SF
150
2 61'-5 3/8"
CARSON RD.

WILSHIRE
BLVD.

WALL TYPE LEGEND
2-HOUR RATED FIRE BARRIER1-HOUR RATED FIRE BARRIER

EXIT SYMBOLS LEGEND

COMPONENT

WIDTH FACTOR

REQUIRED WIDTH

PROVIDED WIDTH

OCCUPANT LOAD

CAPACITY

ROOM AREA

OCCUPANT

LOAD FACTOR

OCCUPANT LOAD

OF SPACE
TRAVEL DISTANCE - TO EXIT3-HOUR RATED FIRE BARRIER1-HOUR RATED EXTERIOR WALLCOMMON PATH OF TRAVEL NOTES: 1. BUILDING IS SPRINKLERED THROUGHOUT PER CB 903 ANDNFPA 13.2. BUILDING IS PROVIDED WITH EMERGENCY VOICE/ALARMCOMMUNICATION PER CBC 907.5.2.2 Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/4" 1/2" 0
5/1/2023 12:38:02 AM 1/8" = 1'-0" Author Checker 220570

FIRE LIFESAFETYDIAGRAMS
G0.12
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211
SCALE: 1/8" = 1'-0"
LIFE SAFETY DIAGRAM - LEVEL 01 01
SCALE: 1/8" = 1'-0"
LIFE SAFETY DIAGRAM - LEVEL 02 03
No.: Description: Date:
100% SCHEMATIC DESIGN 11/19/2021CUP/ ZTA SET 06/10/202250% DD 06/24/2022100% DD 07/29/2022CUP/ ZTA SET - COMMENTRESPONSES 09/27/2022
50% CD 10/21/202275% CD DRAFT 11/18/202275% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
N
100' 11"
(250 FEET MAX)
821 SF
1555
DECK
1/3 DIAGONAL = 56' 11
1/2"
170'-10 7/16"
STAIR 1

0.2 44" (CLEAR)54" (CLEAR)
151260
STAIR 2

0.2 44" (CLEAR)54" (CLEAR)
151260

ELEVATOR
(W/ SMOKE

CURTAIN)
DOOR 2

0.15 32" (CLEAR)42" (CLEAR)
151280
DOOR 1

0.15 32" (CLEAR)34" (CLEAR)
151226
DOOR 3

0.15 32" (CLEAR)34" (CLEAR)
18 227
DOOR 4

0.15 32" (CLEAR)34" (CLEAR)
28 227
DOOR 4

0.15 32" (CLEAR)34" (CLEAR)
28 227
1/3 DIAGONAL = 29' 6"
88'-9 15/16"
MEP
SHAFT
TWO-WAY COMMUNICATION AT EVERY ELEVATOR LANDING EXCEPT LEVEL 1 2,185 SF
5044
OFFICE: HIGH

DENSITY OFFICE
(25% AREA)
260 SF
1518
DECK 2,185 SF
15 146
OFFICE:

ASSEMBLY
(25% AREA)
4,370 SF
150
30 OFFICE: STANDARD

DENSITY
(50% AREA)
ELEC
ROOM
92 SF
300
1 164 SF
150
2 WOMEN

RESTROOM
200 SF
150
2 MEN

RESTROOM

JANITOR
CLOSET
15 SF
300
1 ELEVATOR
LOBBY
163 SF
150
2 61'-5
3/8"
CARSON RD.

WILSHIRE BLVD.
1/3 DIAGONAL = 54' 4"
162'-11 7/16" 1,817 SF
15 122
732 SF
300
3 105' 6"
(250 FEET MAX)

ELEVATOR
(W/ SMOKE

CURTAIN)
64 SF
300
1 STAIR 1

0.2 54" (CLEAR)51" (CLEAR)
252280
STAIR 2

0.2 48" (CLEAR)48" (CLEAR)
240240
DOOR 4

0.15 36" (CLEAR)48" (CLEAR)
240240
DOOR 1

0.15 38" (CLEAR)48" (CLEAR)
252320
MEP
SHAFT
TWO-WAY COMMUNICATION AT EVERY ELEVATOR LANDING EXCEPT LEVEL 1 DOOR 3

0.15 36" (CLEAR)42" (CLEAR)
240280
164 SF
150
2 WOMEN

RESTROOM
200 SF
150
2 MEN

RESTROOM

JANITOR
CLOSET
15 SF
300
1 ELEVATOR
LOBBY
163 SF
150
2 61'-5
3/8"

ELEVATOR

CONTROL
90 SF
300
1 EMERGENCY

ELECTRICAL
93 SF
300
1 ELECTRICAL
ROOM
242 SF
300
1 GENERATOR
ROOM

MECHANICAL

PENTHOUSE

CIRCULATION
371 SF
150
3 INTERIOR

LUNCH ROOM
5,294 SF
15 353

EXTERIOR

LUNCH ROOM
DOOR 2

0.15 38" (CLEAR)48" (CLEAR)
252320
DOOR 5

0.15 36" (CLEAR)42" (CLEAR)
240280
CARSON RD.

WILSHIRE BLVD.

WALL TYPE LEGEND
2-HOUR RATED FIRE BARRIER1-HOUR RATED FIRE BARRIER

EXIT SYMBOLS LEGEND

COMPONENT

WIDTH FACTOR

REQUIRED WIDTH

PROVIDED WIDTH

OCCUPANT LOAD

CAPACITY

ROOM AREA

OCCUPANT

LOAD FACTOR

OCCUPANT LOAD

OF SPACE
TRAVEL DISTANCE - TO EXIT3-HOUR RATED FIRE BARRIER1-HOUR RATED EXTERIOR WALLCOMMON PATH OF TRAVEL NOTES: 1. BUILDING IS SPRINKLERED THROUGHOUT PER CB 903 ANDNFPA 13.2. BUILDING IS PROVIDED WITH EMERGENCY VOICE/ALARMCOMMUNICATION PER CBC 907.5.2.2 Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/4" 1/2" 0
5/1/2023 12:38:11 AM 1/8" = 1'-0" Author Checker 220570

FIRE LIFESAFETYDIAGRAMS
G0.13
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211
SCALE: 1/8" = 1'-0"
LIFE SAFETY DIAGRAM - LEVEL 03 01
SCALE: 1/8" = 1'-0"
LIFE SAFETY DIAGRAM - LEVEL ROOF 03
No.: Description: Date:
100% SCHEMATIC DESIGN 11/19/2021CUP/ ZTA SET 06/10/202250% DD 06/24/2022100% DD 07/29/2022CUP/ ZTA SET - COMMENTRESPONSES 09/27/2022
50% CD 10/21/202275% CD DRAFT 11/18/202275% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
N
01 02 03 04 05 06
AB
DC
124'-1 13/16" 13'-3 7/16"
44'-11" 12'-0" 31'-6" 24'-2" 19'-10" 4'-11 3/4" 6'-2 15/16" 2'-9 15/16"
29'-5" 7'-9" 71'-9 5/16" 15'-2 9/16"
21'-3 1/2" 46'-9 1/2" 16'-9"
6'-3" 40'-6 1/2"
1)
956.35 SF
2)
670.69 SF
3A)
314.85 SF
5)
5,809.27 SF
6)

83.03 SF
8)
492.73 SF
9)
1,202.21 SF
10)
127.40 SF
11)

63.86 SF
4)

58.63 SF
18'-11"
12)
255.50 SF
13)
514.55 SF
14)

53.49 SF
15)

12.19 SF
16)
129.81 SF
7)
269.36 SF
8'-7 1/2" 3)

68.59 SF
12'-8" 3'-5 1/2"
13A)
102.47 SF
13B)
5'-2" 43.30 SF
24'-9 1/8"
22'-7 1/2"
01 02 03 04 05 06
AB
DC
5'-1" 33'-9" 85'-3 13/16"
4'-4" 63'-9" 16'-9"
80'-6"
24'-4" 7'-9" 71'-9 5/16" 15'-2 9/16"
46'-9 1/2" 21'-3 1/2"
11'-11 1/2" 9'-4"
38'-10" 6'-1" 12'-0" 31'-6" 24'-2" 7'-4" 4'-2 13/16" 22'-3 3/4" 4'-11 1/2" 16'-4"
11'-6 13/16"
6 8
'
-
1 "
2)
670.69 SF
3)

69.17 SF
5)

57.36 SF
4)
759.61 SF
6)
3,992.19 SF
1)
2,151.56 SF
7)
407.58 SF
8)
1,202.21 SF
9)
127.40 SF
10)

63.86 SF
12)
409.20 SF
13)
168.28 SF 14)

56.78 SF
11)

72.75 SF
15)
255.50 SF
16)
514.55 SF
17)
119.78 SF
18)
129.81 SF
22'-7 1/2"
Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0
5/1/2023 12:38:15 AM 1/8" = 1'-0" Author Checker 220570

AREA PLANS -BLOCKINGSTUDY
G0.25
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211
No.: Description: Date:
100% DD 07/29/2022CUP/ ZTA SET - COMMENTRESPONSES
09/27/2022
50% CD 10/21/202275% CD DRAFT 11/18/202275% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
2 CUP/ ZTA SET - COMMENT
RESPONSES 3
01/20/2023
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
SCALE: 1/8" = 1'-0"
LEVEL B2 -AREA PLAN - BLOCKING STUDY 01
SCALE: 1/8" = 1'-0"
LEVEL B1 - AREA PLAN - BLOCKING STUDY 03
4 01 02 03 04 05 06
AB
DC
21'-4 1/8"
14'-3 9/16"
11'-10 5/8" 22'-10 7/8"
7'-5 15/16"
4'-9 11/16"
14'-8 1/16"
5'-3 7/8"
4)
197.00 SF
2)

47.50 SF
3)

74.67 SF
5)
151.15 SF
6)

43.23 SF
7)
1,982.98 SF
8)
958.86 SF
9)

35.29 SF
10)
1,363.50 SF
11)
327.49 SF 12) 85.66 SF
13)

85.05 SF
15)
1,082.00 SF
15A)
898.96 SF
16)
1,008.96 SF
32'-10"
6'-0"
9'-6"
5'-0"
3'-11 1/2"
18'-8"
25'-10 3/8" 34'-9 1/2"
53'-2 1/2"
67'-1 1/2"
29'-6 1/2" 34'-9 1/2"
16'-2 15/16"
6A)

32.95 SF
8'-6 7/8"
18)
286.96 SF
19)

13.87 SF
1)
512.03 SF
1A)

17.70 SF
21)
577.86 SF
18'-0 1/4"
37'-8"
17)
1,310.49 SF
23'-8"
12'-1 1/2"
5'-6 1/2"
3'-0 5/8"
20)

71.10 SF
12'-11 5/8"
21'-9" 24'-5"
29'-0"
5'-8 7/8"
2'-5 7/8"
23'-6 1/2"
12'-1 1/2" 11'-6 1/2" 22) 118.30 SF
10'-3" 8'-8"
23)
100.00 SF
5A)

63.48 SF 8A)

12.86 SF
13'-8 5/8"
11 1/4"
3'-10 1/8"
39'-2 5/16"
14)

41.51 SF
9'-3 11/16"
8'-8 3/4"
6'-4"6B) 55.28 SF
2'-2 7/8" 6'-9 3/4"
6C)

15.25 SF
24)

4.29 SF
1'-11"
25)

8.18 SF
4'-2 13/16" 7 5/8"
1'-11 3/16"
25A)

0.61 SF
18'-7 1/4"
11 1/4"
13'-8 5/8"
41'-10"
01 02 03 04 05 06
AB
DC
5'-7 15/16"
4)
3,670.33 SF
5)
3,659.61 SF
6)
1,097.00 SF
13)
152.43 SF
14)
134.99 SF
7)

48.90 SF
88'-0"
47'-0 11/16"
56'-10 5/8"
64'-4"
8)
286.96 SF
9)

92.64 SF
10)

79.91 SF
10A)

23.68 SF
1)
512.03 SF
12)
296.05 SF
2)
290.61 SF
21'-8 1/2"
23'-6 1/2"
12'-1 1/2" 9'-8" 24'-5"
9'-8" 8'-3 1/8" 5'-8 7/8" 12A) 118.30 SF 12B) 100.00 SF 2A)

63.48 SF
11)

13.87 SF
1A)

17.70 SF
4'-1 1/8" 2'-5 3/4"3'-0 5/8"
23'-8"
41'-8 1/2"
17'-3 5/16"
10'-3" 8'-8" 5'-6"
12'-1 1/2" 11'-6 1/2"
29'-0 3/16"
18'-2 1/8"
15)

4.80 SF
15A)

1.03 SF
3A)
271.91 SF
3B)

24.93 SF
3)
511.70 SF
15B)

2.68 SF
3C)

2.68 SF
12'-3 3/8" 18'-3 3/4" 4'-0 1/2"9 7/8"
1'-2 1/4" 1'-3 7/8"
2'-6 1/8" 12'-4" 55'-10 9/16"
14'-10 3/16"
Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0
5/1/2023 12:38:25 AM 1/8" = 1'-0" Author Checker 220570

AREA PLANS -BLOCKINGSTUDY
G0.26
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211
SCALE: 1/8" = 1'-0"
LEVEL 01 - AREA PLAN - BLOCKING STUDY 01
SCALE: 1/8" = 1'-0"
LEVEL 02 - AREA PLAN - BLOCKING STUDY 03
No.: Description: Date:

CUP/ ZTA SET 06/10/202250% DD 06/24/2022100% DD 07/29/2022CUP/ ZTA SET - COMMENTRESPONSES 09/27/2022
50% CD 10/21/202275% CD DRAFT 11/18/202275% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
2 CUP/ ZTA SET - COMMENT
RESPONSES 3
01/20/2023
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
4 01 02 03 04 05 06
AB
DC
4)
2,790.33 SF
5)
3,659.61 SF
6)
1,097.00 SF
2)
290.61 SF
7)

48.90 SF
15)
679.25 SF
23'-8" 47'-0 11/16" 56'-10 5/8" 23'-3 3/4"
64'-4"
8)
286.96 SF
11)

14.44 SF
1)
512.03 SF
21'-8 1/2"
23'-6 1/2"
31'-8 1/2" 12'-1 1/2" 9'-8" 12'-3 3/8"
9'-7 7/8" 8'-3 1/4" 5'-8 7/8"
4'-1 1/8"
5'-6 7/8"
24'-5"
88'-0"
13)
152.43 SF
14)
134.99 SF
12)
296.05 SF
12A)
118.30 SF
12B)
100.00 SF
2A)

63.48 SF
10'-3" 8'-8" 5'-6"
12'-1 1/2" 11'-6 1/2" 9) 92.64 SF 10) 79.91 SF
10A)

23.68 SF
11)

13.87 SF
1A)

17.70 SF
18'-3 3/4"
17'-7 13/16"
18'-2 1/8"
29'-0 3/16"
5'-7 15/16"
7'-8 5/8"
23'-8"
2'-5 3/4"3'-0 5/8"
16)

4.80 SF
16A)

1.03 SF
3A)
271.91 SF
3B)

24.93 SF
3)
511.70 SF
4'-0 1/2"
9 7/8"
2'-3 3/8"
P1)
145.24 SF
24'-4" 63'-8" 15A) 55.51 SF
55'-10 9/16"
14'-10 3/16" 16B) 2.68 SF
1'-2 1/4"
2'-6 1/8"
1'-3 7/8"3C) 2.68 SF
12'-4"
01 02 03 04 05 06
AB
DC
1)
512.03 SF
2)
381.89 SF
3)
1,478.85 SF
24'-8"
53'-3 7/16"
4)
101.74 SF
5)
753.39 SF
6)
284.00 SF
1A)

17.70 SF
7)

92.64 SF
21'-9"
3'-1"
23'-8"
31'-8 5/8" 12'-0" 9'-7 1/2"
9'-7 1/2" 8'-3 1/4"8) 79.91 SF
6'-6 1/2"
6A)

37.55 SF
5'-8 7/8"
24'-3 1/2"
23'-6 1/2" 7'-2"
59'-11 7/16" 8'-2"
23'-8"
9)
574.90 SF
16'-1 5/16"
10)
381.31 SF
11)

91.79 SF
7'-9 1/16"
12)

91.79 SF
13)

90.86 SF
14)

91.79 SF
15)
156.20 SF
24'-11 15/16"
6'-3"
17)

93.71 SF
23'-11"
14'-3 3/8"
19'-8 11/16" 4'-2 5/16" 6'-5 9/16" 18) 281.66 SF 19) 63.75 SF 20) 86.99 SF 20'-8 15/16" 21) 6.98 SF 6'-6 5/16"
2'-1 11/16" 22)

96.46 SF
7'-11 7/16"
24'-3 1/8"
8'-4 15/16" 6'-0" 6'-9 1/2"
23)
164.81 SF
22'-7 1/8" 1'-8"
20'-3 5/8" 1'-7 1/2" 24) 135.57 SF 25) 170.73 SF P1) 10.00 SF 6'-11 3/8" 15'-5" 1'-10" 9'-0 1/4" 21'-2" 1'-8" 30'-4" 1'-8" 6'-0"
6'-0"
12'-6 13/16"
26)

30.72 SF
16'-8 1/4"
13'-6 1/8"
9'-9 1/2"27) 66.14 SF
7'-8 5/16"
28)

75.29 SF
24'-1 1/8"
24'-1 1/8"
21'-8 5/8"
29)

40.16 SF
30)
912.85 SF
30'-1 1/8"
31)

40.16 SF
32)
636.99 SF
34'-3 7/16"
33)
309.29 SF
34)
102.77 SF
63'-2 15/16"
P2)

10.00 SF
P3)

10.00 SF
35)

39.82 SF
P5)

23.04 SF
P4)
446.19 SF
64'-2 5/8"
36)
990.04 SF
37)
254.34 SF
38)
113.89 SF
10'-10 1/4"
23'-5 3/16" 6'-6" 17'-6 1/4"
23'-8"
3'-10 1/16" 7'-9 1/16"
16)

6.40 SF
2'-0 9/16"
7'-10 1/16"
5'-6 9/16"
6'-11" 24'-11" 2A) 38.36 SF
Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0
5/1/2023 12:38:34 AM 1/8" = 1'-0" Author Checker 220570

AREA PLANS -BLOCKINGSTUDY
G0.27
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211
SCALE: 1/8" = 1'-0"
LEVEL 03 - AREA PLAN - BLOCKING STUDY 01
SCALE: 1/8" = 1'-0"
ROOF - ROOFTOP PENTHOUSE - BLOCKING STUDY 03
No.: Description: Date:

CUP/ ZTA SET 06/10/202250% DD 06/24/2022100% DD 07/29/2022CUP/ ZTA SET - COMMENTRESPONSES 09/27/2022
50% CD 10/21/202275% CD DRAFT 11/18/202275% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
2 CUP/ ZTA SET - COMMENT
RESPONSES 3
01/20/2023
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
4 Project No.:

Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
5/1/2023 12:38:44 AM Author Checker 220570

SITE SHADOWSTUDY
G0.41
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211
SUMMER SOLSTICE - JUNE 21ST - 9:00 AM SUMMER SOLSTICE - JUNE 21ST - 12:00 PM SUMMER SOLSTICE - JUNE 21ST - 3:00 PM EQUINOX - SEPTEMBER 21ST - 9:00 AM EQUINOX - SEPTEMBER 21ST - 12:00 PM EQUINOX - SEPTEMBER 21ST - 3:00 PMWINTER SOLSTICE - DECEMBER 21ST - 9:00 AM WINTER SOLSTICE - DECEMBER 21ST - 12:00 PM WINTER SOLSTICE - DECEMBER 21ST - 3:00 PM No.: Description: Date:
100% SCHEMATIC DESIGN 11/19/2021CUP/ ZTA SET 06/10/202250% DD 06/24/2022100% DD 07/29/2022CUP/ ZTA SET - COMMENTRESPONSES 09/27/2022
50% CD 10/21/2022
1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
2 CUP/ ZTA SET - COMMENT
RESPONSES 3
01/20/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023

WILSHIRE
BLVD.

SCE

TRANSFORMER
TRASH

ELECTRICAL
ROOM

PARKING -

LOADING VAN
ONLY

LOADING ZONE WIDTH
13'-0"

EXHAUST
SHAFT
L
O
A
D
N
I
G
Z
O
NED
E
P
T
H
34'-9"

PROPERTY LINE
23'
-4"
29'-0" MAX
MAX
23'-0"
8'-6"
MAX
SUPPLY
SHAFT
2 1
3 BOX VAN/ STEP VAN
(DL-23)

BOX VAN/ STEP VAN
(DL-23)

BOX VAN/ STEP VAN
(DL-23)

CARSON RD

PARKING GARAGE ENTRANCE
Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0
5/3/2023 12:27:24 PM 3/16" = 1'-0" Author Checker 220570

LOADING -MANUVERINGDIAGRAMS -ARRIVAL
G0.43
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211
No.: Description: Date:
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
SCALE: 3/16" = 1'-0"
LOADING ZONE - ARRIVAL 01
4 WILSHIRE
BLVD.

SCE

TRANSFORMER
TRASH

ELECTRICAL
ROOM

PARKING -

LOADING VAN
ONLY

LOADING ZONE WIDTH
13'-0"

EXHAUST
SHAFT

PROPERTY LINE
SUPPLY
SHAFT
2 1

CARSON RD

BOX VAN/ STEP VAN
(DL-23)

BOX VAN/ STEP VAN
(DL-23)
L
O
A
D
N
I
G
Z
O
NED
E
P
T
H
34'-9"

PARKING GARAGE ENTRANCE
23'-4" 29'-0" MAX
Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0
5/3/2023 12:28:52 PM 3/16" = 1'-0" Author Checker 220570

LOADING -MANUVERINGDIAGRAM -DEPARTURE
G0.44
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211
No.: Description: Date:
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
4 SCALE: 3/16" = 1'-0"
LOADING ZONE - DEPARTURE 01
DRAINAGE NOTES: 1. PER CITY OF LOS ANGELES GRADING PRE-INSPECTION REPORT, ALL CONCENTRATED DRAINAGE, INCLUDING ROOF WATER, SHALL BE CONDUCTED, VIA GRAVITY, TO THE STREET OR AN APPROVED LOCATION AT A 2% MINIMUM. STATEMENTS AND CERTIFICATION: 1. I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLANS. 2. A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES. 3. AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL INSPECTION 4. A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE DESIGNER OF THE LANDSCAPE PLANS, IRRIGATION PLANS, OR THE LICENSED LANDSCAPE CONTRACTOR FOR THE PROJECT. 5. I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER EFFICIENT LANDSCAPE ORDINANCE AND SUBMIT A COMPLETE LANDSCAPE DOCUMENTATION PACKAGE. SIGNED: ALLEN COMPTON, DATE LOCATION MAP VICINITY MAP GENERAL SOIL NOTES: 1. FOR ALL NEW IN-GROUND PLANTING AREAS, THE CONTRACTOR SHALL REMOVE EXISTING CONCRETE OR ASPHALT AND BASE MATERIAL. OVER EXCAVATE TO ACHIEVE A MINIMUM SIX (6) INCH DEPTH FROM THE TOP OF EXISTING SOIL. SCARIFY SUBSEQUENT SUBGRADE PER GEOTECHNICAL SOILS REPORT. REFER TO LANDSCAPE PLANTING SPECIFICATIONS. REFER TO PROJECT GEOTECHNICAL SOILS REPORT. 2. ALL IMPORTED SOILS TO BE CAL BLEND'S 'NATIVE SOILS MIX' WITH ADDITION OF MICORRHIZAE BLEND (1-800-425-3631) OR APPROVED EQUAL. SOIL SELECTION TO BE REVIEWED WITH LANDSCAPE ARCHITECT PRIOR TO ORDER. IMPORTED SOILS TO BE MIXED IN A RATIO OF 70% NATIVE SOILS MIX AND 30% SITE BACKFILL. 3. ARGONOMIC HORTICULTURAL SUITABLITY SOIL REPORT AND RECOMMENDED AMENDMENTS TO BE REVIEWED WITH LANDSCAPE ARCHITECT PRIOR TO ORDERING SOIL AMENDMENTS AND CONSTRUCTION. 4. EXISTING SOILS IN FOUR (4) NEW PLANTING AREAS TO BE SUBMITTED BY THE CONTRACTOR FOR AN AGRICULTURAL SUITABILITY TEST AND GROWTH CULTURE TEST FROM WALLACE LABS (310-615-0116). CONTRACTOR TO AMEND EXISTING SOILS PER THE SOILS REPORT. REFER TO LANDSCAPE PLANTING SPECIFICATIONS. 5. SUITABLE IMPORT SOIL SHALL BE: FREE FROM ROOTS, CLODS, STONES LARGER THAN 1-INCH IN THE GREATEST DIMENSION, POCKETS OF COARSE SAND, NOXIOUS WEEDS, STICKS, LUMBER, BRUSH AND OTHER LITTER. IT SHALL NOT BE INFESTED WITH NEMATODES OR OTHER UNDESIRABLE DISEASE-CAUSING ORGANISMS SUCH AS INSECTS AND PLANT PATHOGENS. 6. ORGANIC AMENDMENT: TYPES OF ACCEPTABLE PRODUCTS ARE COMPOSTS, MANURES, MUSHROOM COMPOSTS, STRAW, ALFALFA, PEAT MOSS, ET LOW IN SALTS AND HEAVY METALS, FREE FROM WEED SEEDS, PATHOGENS AND OTHER DELETERIOUS MATERIALS AS APPROVED BY AGRONOMIC REPORT. THE COMPOST SHALL BE AEROBIC WITHOUT MALODOROUS PRESENCE OF DECOMPOSITION PRODUCTS. 7. CONTRACTOR SHALL SUBMIT WRITTEN CERTIFICATION TO THE OWNER/AGENCY REPRESENATIVE FOR SOIL AMENDMENTS, COMMERCIAL FERTILIZER AND IMPORT SOIL. REFER TO THE LANDSCAPE PLANTING SPECIFICATIONS. GENERAL NOTES: 1. THE PLANS AND SPECIFICATIONS INCLUDED HERE REPRESENT "INSTRUMENTS OF SERVICE" ONLY. THEY ARE AND SHALL REMAIN THE SOLE PROPERTY OF SALT LANDSCAPE ARCHITECTS. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE 2019 EDITION OF THE INTERNATIONAL BUILDING CODE, 2019 CBC AND 2020 LABC AND STANDARDS AND LOCAL CODES. 3. ALL THE VARIOUS PARTS OF THESE PLANS: ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, ETC., SHALL BE CONSIDERED AS A WHOLE, AND ANYTHING NOTED IN ONE SHALL BE CONSIDERED AS HAVING BEEN NOTED IN ALL. 4. THE CONTRACTOR SHALL HAVE A DEPARTMENT OF BUILDING AND SAFETY APPROVED SET OF PLANS ON THE JOB SITE THROUGHOUT THE PERIOD OF CONSTRUCTION. A COPY OF THE CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. 5. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE SITE PRIOR TO CONSTRUCTION AND NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS. WHERE DISCREPANCIES OCCUR, THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR PROCEEDING WITH THE WORK WITHOUT THE ARCHITECT'S AND LANDSCAPE ARCHITECT'S INSTRUCTIONS AND APPROVAL. NO DEVIATION WHATSOEVER FROM THESE PLANS AND SPECIFICATIONS WILL BE PERMITTED WITHOUT PRIOR DISCUSSION WITH AND APPROVAL FROM THE ARCHITECT AND LANDSCAPE ARCHITECT. 6. THE CONTRACTOR SHALL MAINTAIN INSURANCE AS REQUIRED BY THE WORKER'S COMPENSATION ACT UNDER THE LOCAL LABOR LAWS. 7. THE CONTRACTOR SHALL PROTECT THE WORK AND THE OWNER'S PROPERTY AGAINST INJURY AND LOSS AND SHALL REPAIR OR REPLACE SUCH DAMAGE AT NO COST TO THE OWNER. 8. THE CONTRACTOR SHALL VERIFY WITH THE BUILDING OWNER AS TO THE OWNER'S DESIRE TO SAVE OR ESPECIALLY TO PROTECT ANY ITEM RELATED TO THE DEMOLITION WORK. 9. IN THE EVENT THE CONTRACTOR ENCOUNTERS ON THE SITE MATERIAL REASONABLY BELIEVED TO BE ASBESTOS POLYCHLORINATED BIPHENYL (PCB), OR ANY OTHER HAZARDOUS MATERIAL WHICH HAS NOT BEEN RENDERED HARMLESS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK IN THE AREA AFFECTED AND REPORT ON THE CONDITION TO THE OWNER, ARCHITECT, LANDSCAPE ARCHITECT AND APPLICABLE GOVERNMENT AGENCIES IN WRITING. 10. THE CONTRACTOR SHALL LEAVE THE COMPLETED WORK AND THE ENTIRE JOB SITE CLEAN AND NEAT SUBJECT TO THE OWNER'S APPROVAL AND SHALL PROVIDE THE OWNER WITH MAINTENANCE AND OPERATING MANUALS FOR ALL APPLIANCES AND EQUIPMENT INSTALLED. 11. SHOP DRAWINGS MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH FABRICATION FOR ANY CUSTOM ELEMENTS. CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR PROCEEDING WITH SUCH WORK WITHOUT THE LANDSCAPE ARCHITECT'S INSTRUCTIONS AND APPROVAL. 12. MATERIALS AND PRODUCTS SPECIFIED BY THE NAME OF THE MANUFACTURER OR TRADE NAME OF BRAND OR CATALOG REFERENCES ESTABLISH AND STANDARD AND SHALL BE THE BASIS OF THE BID. SUBSTITUTIONS OF EQUAL OR BETTER VALUE MAY BE PROPOSED IN WRITING TO THE LANDSCAPE ARCHITECT FOR CONSIDERATION. NO SUBSTITUTIONS MAY BE MADE WITHOUT PRIOR DISCUSSION WITH AND APPROVAL FROM THE ARCHITECT AND LANDSCAPE ARCHITECT. VISIBLE HARDWARE AND MATERIALS ARE SUBJECT TO THE ARCHITECT AND LANDSCAPE ARCHITECT'S FIELD APPROVAL. 13. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES - WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES. 14. ALL EXTERIOR LIGHTING TO BE LOW VOLTAGE AND WET RATED. LIGHTING FIXTURES TO BE REVIEWED WITH OWNER, ARCHITECT AND LANDSCAPE ARCHITECT. 15. CONTRACTOR TO PROTECT ALL EXISTING TREES IN PLACE. BARRIERS TO BE PLACED AT DRIP LINE OF TREES AND NO CONSTRUCTION MATERIALS MAY BE STORED WITHIN DRIPLINE OF TREE. CONTRACTOR RESPONSIBLE FOR APPROPRIATE WATERING OF TREES DURING CONSTRUCTION. REFER TO TREE PROTECTION NOTES. NOT TO SCALE NOT TO SCALE ALIGN ABS ACRYLONITRILE BUTADIENE STYRENE < LESS THAN > GREATER THAN AD AREA DRAIN ADJ ADJACENT AFG ABOVE FINISH GRADE ALT ALTERNATE ANGLE APPROX APPROXIMATE AC ASPHALT CONCRETE ARCH ARCHITECT ASTM AMERICAN SOCIETY FOR TESTING MATERIALS @ AT BC BEGINNING OF CURVE BFP BACKFLOW PREVENTION UNIT BM BENCH MARK BS BOTTOM OF STEP BTH BROWN TRUNK HEIGHT BW BOTTOM OF WALL B/W BOTH WAYS CB CATCH BASIN CE CIVIL ENGINEER CL CENTER LINE CC CENTER TO CENTER CJ CONTROL JOINT CLF CHAIN LINK FENCE CLR CLEAR CO CLEAN OUT CONC CONCRETE CONST CONSTRUCT CONT CONTINUOUS CF CUBIC FOOT CSP CORRUGATED STEEL PIPE CY CUBIC YARD DF DRINKING FOUNTAIN DG DECOMPOSED GRANITE DET DETAIL DIA or Ø DIAMETER DRP DEPT. OF RECREATION & PARKS EA EACH EC END OF CURVE EE ELECTRICAL ENGINEER EJ EXPANSION JOINT ELEV ELEVATION EQ EQUAL EW EACH WAY EX EXISTING FB FIELD BOOK FL FLOWLINE FF FINISH FLOOR FG FINISH GRADE (AT SOIL) FH FIRE HYDRANT FIN FINISH FS FINISH SURFACE (AT HARDSCAPE) FOC FACE OF CURB FOW FACE OF WALL FT FEET GA GAUGE GALV GALVANIZED GPM GALLONS PER MINUTE HORIZ HORIZONTAL LOCATION OF COMPACTION TEST, AS INDICATED ON THE PLAN ID INSIDE DIAMETER INV INVERT ELEVATION IN INCH JOIN MATCH EX ADJACENT GRADE BOTH HORIZ & VERT JT JOINT LB OR # POUND LF LINEAL FEET MAX MAXIMUM ME MECHANICAL ENGINEER MFG MANUFACTURER MH MAINTENANCE HOLE MIN MINIMUM MISC MISCELLANEOUS NIC NOT IN CONTRACT NO NUMBER NTC NOTICE TO CONTRACTORS NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER PA PLANTING AREA PB PULL BOX PL PROPERTY LINE POC POINT OF CONNECTION POD POINT OF DIMENSION PP POWER POLE PRC POINT OF REVERSE CURVE PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE QCV QUICK COUPLER VALVE R RADIUS RCP REINFORCED CONCRETE RCV REMOTE CONTROL VALVE REBAR REINFORCING BAR ROW RIGHT OF WAY RPB REDUCED PRESSURE BACKFLOW DEVICE SD STORM DRAIN SE STRUCTURAL ENGINEER SHT SHEET SL STREET LIGHT SPEC SPECIFICATIONS SS SANITARY SEWER S/S STAINLESS STEEL SSPWC STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION SF SQUARE FEET TC TOP OF CURB TB TOP OF BENCH TBR TO BE REMOVED TD TOP DECKING TG TOP OF GRATE TS TOP OF STEP TW TOP OF WALL TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL W/ WITH WM WATER METER WWM WELDED WIRE MESH ABBREVIATIONS: CONSTRUCT ELEMENT KEY DETAIL ELEVATION SECTION DETAIL # SHEET # DIRECTION ELEVATION # SHEET # SECTION # SHEET # ALIGN CONSTRUCTION SYMBOLS: XX LX.XX XX LX.XX LX.XX XX ALIGN XX XX-XX 5 / 31 / 2024 SALT LANDSCAPE ARCHITECTS 423 GIN LING WAY LOS ANGELES, CA 90012 T 213.234.0057 F 323.210.7044 SALT-LA.COM Project No.:

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Key Plan: Consultants: Issued For: Architect: 8633 WILSHIRE SKIDMORE, OWINGS & MERRILL LLP 333 SOUTH GRAND AVE, SUITE 3600 LOS ANGELES, CA 90071 IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 01/4"1/2"1" 3/15/2023 12:05:19 PM JK-220570 8633 WILSHIRE BLVD BEVERLY HILLS, CA 90211 No.: Description: Date: 100% SCHEMATIC DESIGN 11/19/2021 CUP REVIEW DRAWINGS 03/04/2022 CUP/ ZTA SET 06/10/2022 50% DD 06/24/2022 100% DD 07/29/2022 50% CD 10/21/2022 75% CD DRAFT 11/18/2022 75% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT RESPONSES 2 12/09/2022 2 CUP/ ZTA SET - COMMENT RESPONSES 3 01/20/2023 3 75% CD - PLAN CHECK COMMENT RESPONSES 03/31/2023 NOT FOR CONSTRUCTION GENERAL LEGENDS & NOTESL0.00 PROJECT SITE Sheet Title L0.00 GENERAL LEGEND & NOTES L1.00 HARDSCAPE SCHEDULES & NOTES L1.11 HARDSCAPE PLAN L1 L1.12 HARDSCAPE PLAN L2 L1.13 HARDSCAPE PLAN L3 L1.14 HARDSCAPE PLAN L4 L1.41 - L1.43 HARDSCAPE ELEVATIONS L1.51 HARDSCAPE DETAILS L2.00 IRRIGATION LEGEND & NOTES L2.11 IRRIGATION PLAN L1 L2.12 IRRIGATION PLAN L2 L2.13 IRRIGATION PLAN L3 L2.14 IRRIGATION PLAN L4 L2.51 IRRIGATION DETAILS L3.00 PLANTING LEGEND & NOTES L3.11 PLANTING PLAN L1 L3.12 PLANTING PLAN L2 L3.13 PLANTING PLAN L3 L3.14 PLANTING PLAN L4 L3.51 PLANTING DETAILS 5 / 31 / 2024 SALT LANDSCAPE ARCHITECTS 423 GIN LING WAY LOS ANGELES, CA 90012 T 213.234.0057 F 323.210.7044 SALT-LA.COM Project No.:

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Key Plan: Consultants: Issued For: Architect: 8633 WILSHIRE SKIDMORE, OWINGS & MERRILL LLP 333 SOUTH GRAND AVE, SUITE 3600 LOS ANGELES, CA 90071 IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 01/4"1/2"1" 3/15/2023 12:05:19 PM JK-220570 8633 WILSHIRE BLVD BEVERLY HILLS, CA 90211 No.: Description: Date: 100% SCHEMATIC DESIGN 11/19/2021 CUP REVIEW DRAWINGS 03/04/2022 CUP/ ZTA SET 06/10/2022 50% DD 06/24/2022 100% DD 07/29/2022 50% CD 10/21/2022 75% CD DRAFT 11/18/2022 75% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT RESPONSES 2 12/09/2022 2 CUP/ ZTA SET - COMMENT RESPONSES 3 01/20/2023 3 75% CD - PLAN CHECK COMMENT RESPONSES 03/31/2023 NOT FOR CONSTRUCTION HARDSCAPE SCHEDULE & NOTESL1.00 KEYNOTES: 1. SAW CUT/ SCORES 2. PROPOSED TREE 3. PLANTING AREA 4. MOVEABLE FURNITURE PER OWNER ARCHITECT REFERENCE: 21. OVERHANG 22. ENTRY 23. PARAPET WALL 24. WALL 25. WOOD DECKING ON PEDESTAL SYSTEM CIVIL REFERENCE: 31. CURB 32. CURB RAMP 33. LID PLANTER EXISTING REFERENCE: 41. TREE TO REMAIN 42. SIDEWALK FINISHING SCHEDULE KEY SYMBOL / PATTERN MATERIAL / DESCRIPTION COLOR/ FINISH SIZE MANUFACTURER COMMENTS P-1 C.I.P. CONCRETE PAVING INTEGRAL COLORED CONCRETE WITH SAWCUT JOINTS COLOR: DAVIS COLOR TBD FINISH: TOPCAST 3 - - CONTRACTOR TO PROVIDE CONTROL SAMPLE FOR LANDSCAPE ARCHITECT'S REVIEW WALL SCHEDULE KEY PATTERN MATERIAL/ DESCRIPTION FINISH/ COLOR SIZE SUPPLIER COMMENTS W-1 CAST IN PLACE CONCRETE PLANTER WALL FINISH: LIGHT ACID WASH COLOR: TBD SEE PLAN TRADEMARK CONCRETE OR APPROVED EQUAL SITE AMENITY KEY DESCRIPTION MODEL COLOR/ FINISH SIZE MANUFACTURER COMMENTS S-1 METAL PLANTER TYPE 1 PLANTER ORE HIGH RECTANGLES MODEL NUMBER: 1110 SELF-IRRIGATION SYSTEM MODEL NUMBER: CWM-R1620-2K IN LIN CONFIGURATION COLOR: TBD FINISH: POWDER COATED ALUMINUM 60"LX20"WX24"H ORE DESIGN MATT RAMSAUR 801.936.0499 INSTALL PLANTER PER MANUFACTURER'S SPECIFICATIONS. INSTALL CMW MODULAR CONTAINER IRRIGATION SYSTEM: PROVIDE 1-5/8" DRAIN HOLE TO ACCOMMODATE OVERFLOW DRAINAGE ADAPTER. S-2 METAL PLANTER TYPE 2 PLANTER ORE HIGH RECTANGLES MODEL NUMBER: 1109 SELF-IRRIGATION SYSTEM MODEL NUMBER: CWM-R2020-MS COLOR: TBD FINISH: POWDER COATED ALUMINUM 42"L X20"W X24"H ORE DESIGN MATT RAMSAUR 801.936.0499 INSTALL PLANTER PER MANUFACTURER'S SPECIFICATIONS. INSTALL CMW MODULAR CONTAINER IRRIGATION SYSTEM: PROVIDE 1-5/8" DRAIN HOLE TO ACCOMMODATE OVERFLOW DRAINAGE ADAPTER. S-3 METAL PLANTER TYPE 3 PLANTER ORE CUBE MODEL NUMBER: 1002 SELF-IRRIGATION SYSTEM MODEL NUMBER: CWM-R1114-2K IN ADJ CONFIGURATION COLOR: TBD FINISH: POWDER COATED ALUMINUM 27"L X 27"W X 28"H ORE DESIGN MATT RAMSAUR 801.936.0499 INSTALL PLANTER PER MANUFACTURER'S SPECIFICATIONS. INSTALL CMW MODULAR CONTAINER IRRIGATION SYSTEM: PROVIDE 1-5/8" DRAIN HOLE TO ACCOMMODATE OVERFLOW DRAINAGE ADAPTER. S-4 METAL PLANTER TYPE 4 PLANTER ORE CUBE MODEL NUMBER: 1000 SELF-IRRIGATION SYSTEM MODEL NUMBER: CWC-R1100 COLOR: TBD FINISH: POWDER COATED ALUMINUM 17"L X 17"W X 18"H ORE DESIGN MATT RAMSAUR 801.936.0499 INSTALL PLANTER PER MANUFACTURER'S SPECIFICATIONS. INSTALL CMW MODULAR CONTAINER IRRIGATION SYSTEM: PROVIDE 1-5/8" DRAIN HOLE TO ACCOMMODATE OVERFLOW DRAINAGE ADAPTER. S-5 METAL PLANTER TYPE 5 PLANTER ORE FUSE SYSTEM SIZE PER PLAN COLOR: TBD FINISH: POWDER COATED ALUMINUM PER PLAN ORE DESIGN MATT RAMSAUR 801.936.0499 CONTRACTOR TO PROVIDE SHOP DRAWING FOR LANDSCAPE ARCHITECT'S REVIEW. 41 31 32 32
2 3 42 01 L1.41 03 L1.41 03 L1.42 01 L1.43 UP CARSON RD.

WILSHIRE BLVD. PROPERTY LINE

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PROPERTY LINE 33 P-1
3 24 1-2 L1.51
3 5 / 31 / 2024 SALT LANDSCAPE ARCHITECTS 423 GIN LING WAY LOS ANGELES, CA 90012 T 213.234.0057 F 323.210.7044 SALT-LA.COM Project No.:

Drawn By:

Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature:

Key Plan: Consultants: Issued For: Architect: 8633 WILSHIRE SKIDMORE, OWINGS & MERRILL LLP 333 SOUTH GRAND AVE, SUITE 3600 LOS ANGELES, CA 90071 IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 01/4"1/2"1" 3/15/2023 12:05:19 PM JK
-220570 8633 WILSHIRE BLVD BEVERLY HILLS, CA 90211 No.: Description: Date: 100% SCHEMATIC DESIGN 11/19/2021 CUP REVIEW DRAWINGS 03/04/2022 CUP/ ZTA SET 06/10/2022 50% DD 06/24/2022 100% DD 07/29/2022 50% CD 10/21/2022 75% CD DRAFT 11/18/2022 75% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT RESPONSES 2 12/09/2022 2 CUP/ ZTA SET - COMMENT RESPONSES 3 01/20/2023 3 75% CD - PLAN CHECK COMMENT RESPONSES 03/31/2023 NOT FOR CONSTRUCTION HARDSCAPE PLAN - L1L1.11 KEYNOTES: 1. SAW CUT/ SCORES 2. PROPOSED TREE 3. PLANTING AREA 4. MOVEABLE FURNITURE PER OWNER ARCHITECT REFERENCE: 21. OVERHANG 22. ENTRY 23. PARAPET WALL 24. WALL 25. WOOD DECKING ON PEDESTAL SYSTEM CIVIL REFERENCE: 31. CURB 32. CURB RAMP 33. LID PLANTER EXISTING REFERENCE: 41. TREE TO REMAIN 42. SIDEWALK FINISHING SCHEDULE KEY SYMBOL / PATTERN MATERIAL / DESCRIPTION P-1 C.I.P. CONCRETE PAVING INTEGRAL COLORED CONCRETE WITH SAWCUT JOINTS WALL SCHEDULE KEY PATTERN MATERIAL/ DESCRIPTION W-1 CAST IN PLACE CONCRETE PLANTER WALL SITE AMENITY KEY DESCRIPTION MODEL S-1 METAL PLANTER TYPE 1 PLANTER ORE HIGH RECTANGLES MODEL NUMBER: 1110 SELF-IRRIGATION SYSTEM MODEL NUMBER: CWM-R1620-2K IN LIN CONFIGURATION S-2 METAL PLANTER TYPE 2 PLANTER ORE HIGH RECTANGLES MODEL NUMBER: 1109 SELF-IRRIGATION SYSTEM MODEL NUMBER: CWM-R2020-MS S-3 METAL PLANTER TYPE 3 PLANTER ORE CUBE MODEL NUMBER: 1002 SELF-IRRIGATION SYSTEM MODEL NUMBER: CWM-R1114-2K IN ADJ CONFIGURATION S-4 METAL PLANTER TYPE 4 PLANTER ORE CUBE MODEL NUMBER: 1000 SELF-IRRIGATION SYSTEM MODEL NUMBER: CWC-R1100 S-5 METAL PLANTER TYPE 5 PLANTER ORE FUSE SYSTEM SIZE PER PLAN 4 TYP. 2325 UP WILSHIRE BLVD. PROPERTY LINE PROPERTY LINE PROPERTY LINE S-3 TYP. S-4 TYP. 7 L1.51 7 L1.51 5 / 31 / 2024 SALT LANDSCAPE ARCHITECTS 423 GIN LING WAY LOS ANGELES, CA 90012 T 213.234.0057 F 323.210.7044 SALT-LA.COM Project No.:

Drawn By:

Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature:

Key Plan: Consultants: Issued For: Architect: 8633 WILSHIRE SKIDMORE, OWINGS & MERRILL LLP 333 SOUTH GRAND AVE, SUITE 3600 LOS ANGELES, CA 90071 IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0 3/15/2023 12:05:19 PM JK-220570 8633 WILSHIRE BLVD BEVERLY HILLS, CA 90211 No.: Description: Date: 100% SCHEMATIC DESIGN 11/19/2021 CUP REVIEW DRAWINGS 03/04/2022 CUP/ ZTA SET 06/10/2022 50% DD 06/24/2022 100% DD 07/29/2022 50% CD 10/21/2022 75% CD DRAFT 11/18/2022 75% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT RESPONSES 2 12/09/2022 2 CUP/ ZTA SET - COMMENT RESPONSES 3 01/20/2023 3 75% CD - PLAN CHECK COMMENT RESPONSES 03/31/2023 NOT FOR CONSTRUCTION HARDSCAPE PLAN - L2L1.12 KEYNOTES: 1. SAW CUT/ SCORES 2. PROPOSED TREE 3. PLANTING AREA 4. MOVEABLE FURNITURE PER OWNER ARCHITECT REFERENCE: 21. OVERHANG 22. ENTRY 23. PARAPET WALL 24. WALL 25. WOOD DECKING ON PEDESTAL SYSTEM CIVIL REFERENCE: 31. CURB 32. CURB RAMP 33. LID PLANTER EXISTING REFERENCE: 41. TREE TO REMAIN 42. SIDEWALK FINISHING SCHEDULE KEY SYMBOL / PATTERN MATERIAL / DESCRIPTION P-1 C.I.P. CONCRETE PAVING INTEGRAL COLORED CONCRETE WITH SAWCUT JOINTS WALL SCHEDULE KEY PATTERN MATERIAL/ DESCRIPTION W-1 CAST IN PLACE CONCRETE PLANTER WALL SITE AMENITY KEY DESCRIPTION MODEL S-1 METAL PLANTER TYPE 1 PLANTER ORE HIGH RECTANGLES MODEL NUMBER: 1110 SELF-IRRIGATION SYSTEM MODEL NUMBER: CWM-R1620-2K IN LIN CONFIGURATION S-2 METAL PLANTER TYPE 2 PLANTER ORE HIGH RECTANGLES MODEL NUMBER: 1109 SELF-IRRIGATION SYSTEM MODEL NUMBER: CWM-R2020-MS S-3 METAL PLANTER TYPE 3 PLANTER ORE CUBE MODEL NUMBER: 1002 SELF-IRRIGATION SYSTEM MODEL NUMBER: CWM-R1114-2K IN ADJ CONFIGURATION S-4 METAL PLANTER TYPE 4 PLANTER ORE CUBE MODEL NUMBER: 1000 SELF-IRRIGATION SYSTEM MODEL NUMBER: CWC-R1100 S-5 METAL PLANTER TYPE 5 PLANTER ORE FUSE SYSTEM SIZE PER PLAN CARSON RD. WILSHIRE BLVD. PROPERTY LINE PROPERTY LINE
PROPERTY LINE S-3 TYP. S-4 TYP. 23 S-5 4 TYP. 25 7 L1.51 7 L1.51 7 L1.51 4 TYP. 2325 5 / 31 / 2024 SALT LANDSCAPE ARCHITECTS 423 GIN LING WAY LOS ANGELES, CA 90012 T 213.234.0057 F 323.210.7044 SALT-LA.COM Project No.:

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Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature:

Key Plan: Consultants: Issued For: Architect: 8633 WILSHIRE SKIDMORE, OWINGS & MERRILL LLP 333 SOUTH GRAND AVE, SUITE 3600 LOS ANGELES, CA 90071 IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 01/4"1/2"1" 3/15/2023 12:05:19 PM JK-220570 8633 WILSHIRE BLVD BEVERLY HILLS, CA 90211 No.: Description: Date: 100% SCHEMATIC DESIGN 11/19/2021 CUP REVIEW DRAWINGS 03/04/2022 CUP/ ZTA SET 06/10/2022 50% DD 06/24/2022 100% DD 07/29/2022 50% CD 10/21/2022 75% CD DRAFT 11/18/2022 75% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT RESPONSES 2 12/09/2022 2 CUP/ ZTA SET - COMMENT RESPONSES 3 01/20/2023 3 75% CD - PLAN CHECK COMMENT RESPONSES 03/31/2023 NOT FOR CONSTRUCTION HARDSCAPE PLAN - L3L1.13 KEYNOTES: 1. SAW CUT/ SCORES 2. PROPOSED TREE 3. PLANTING AREA 4. MOVEABLE FURNITURE PER OWNER ARCHITECT REFERENCE: 21. OVERHANG 22. ENTRY 23. PARAPET WALL 24. WALL 25. WOOD DECKING ON PEDESTAL SYSTEM CIVIL REFERENCE: 31. CURB 32. CURB RAMP 33. LID PLANTER EXISTING REFERENCE: 41. TREE TO REMAIN 42. SIDEWALK FINISHING SCHEDULE KEY SYMBOL / PATTERN MATERIAL / DESCRIPTION P-1 C.I.P. CONCRETE PAVING INTEGRAL COLORED CONCRETE WITH SAWCUT JOINTS WALL SCHEDULE KEY PATTERN MATERIAL/ DESCRIPTION W-1 CAST IN PLACE CONCRETE PLANTER WALL SITE AMENITY KEY DESCRIPTION MODEL S-1 METAL PLANTER TYPE 1 PLANTER ORE HIGH RECTANGLES MODEL NUMBER: 1110 SELF-IRRIGATION SYSTEM MODEL NUMBER: CWM-R1620-2K IN LIN CONFIGURATION S-2 METAL PLANTER TYPE 2 PLANTER ORE HIGH RECTANGLES MODEL NUMBER: 1109 SELF-IRRIGATION SYSTEM MODEL NUMBER: CWM-R2020-MS S-3 METAL PLANTER TYPE 3 PLANTER ORE CUBE MODEL NUMBER: 1002 SELF-IRRIGATION SYSTEM MODEL NUMBER: CWM-R1114-2K IN ADJ CONFIGURATION S-4 METAL PLANTER TYPE 4 PLANTER ORE CUBE MODEL NUMBER: 1000 SELF-IRRIGATION SYSTEM MODEL NUMBER: CWC-R1100 S-5 METAL PLANTER TYPE 5 PLANTER ORE FUSE SYSTEM SIZE PER PLAN WILSHIRE BLVD. PROPERTY LINE PROPERTY LINE
PROPERTY LINE 23 23 4 TYP. W-1 3 4 TYP. S-1 TYP. 21 TYP. 25 7 L1.51 25 S-6 S-6 S-1 TYP. 7 L1.51 S-1 TYP. 7L1.51 5 / 31 / 2024 SALT LANDSCAPE ARCHITECTS 423 GIN LING WAY LOS ANGELES, CA 90012 T 213.234.0057 F 323.210.7044 SALT-LA.COM Project No.:

Drawn By:

Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature:

Key Plan: Consultants: Issued For: Architect: 8633 WILSHIRE SKIDMORE, OWINGS & MERRILL LLP 333 SOUTH GRAND AVE, SUITE 3600 LOS ANGELES, CA 90071 IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 01/4"1/2"1" 3/15/2023 12:05:19 PM JK-220570 8633 WILSHIRE BLVD BEVERLY HILLS, CA 90211 No.: Description: Date: 100% SCHEMATIC DESIGN 11/19/2021 CUP REVIEW DRAWINGS 03/04/2022 CUP/ ZTA SET 06/10/2022 50% DD 06/24/2022 100% DD 07/29/2022 50% CD 10/21/2022 75% CD DRAFT 11/18/2022 75% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT RESPONSES 2 12/09/2022 2 CUP/ ZTA SET - COMMENT RESPONSES 3 01/20/2023 3 75% CD - PLAN CHECK COMMENT RESPONSES 03/31/2023 NOT FOR CONSTRUCTION HARDSCAPE PLAN - L4L1.14 KEYNOTES: 1. SAW CUT/ SCORES 2. PROPOSED TREE 3. PLANTING AREA 4. MOVEABLE FURNITURE PER OWNER ARCHITECT REFERENCE: 21. OVERHANG 22. ENTRY 23. PARAPET WALL 24. WALL 25. WOOD DECKING ON PEDESTAL SYSTEM CIVIL REFERENCE: 31. CURB 32. CURB RAMP 33. LID PLANTER EXISTING REFERENCE: 41. TREE TO REMAIN 42. SIDEWALK FINISHING SCHEDULE KEY SYMBOL / PATTERN MATERIAL / DESCRIPTION P-1 C.I.P. CONCRETE PAVING INTEGRAL COLORED CONCRETE WITH SAWCUT JOINTS WALL SCHEDULE KEY PATTERN MATERIAL/ DESCRIPTION W-1 CAST IN PLACE CONCRETE PLANTER WALL SITE AMENITY KEY DESCRIPTION MODEL S-1 METAL PLANTER TYPE 1 PLANTER ORE HIGH RECTANGLES MODEL NUMBER: 1110 SELF-IRRIGATION SYSTEM MODEL NUMBER: CWM-R1620-2K IN LIN CONFIGURATION S-2 METAL PLANTER TYPE 2 PLANTER ORE HIGH RECTANGLES MODEL NUMBER: 1109 SELF-IRRIGATION SYSTEM MODEL NUMBER: CWM-R2020-MS S-3 METAL PLANTER TYPE 3 PLANTER ORE CUBE MODEL NUMBER: 1002 SELF-IRRIGATION SYSTEM MODEL NUMBER: CWM-R1114-2K IN ADJ CONFIGURATION S-4 METAL PLANTER TYPE 4 PLANTER ORE CUBE MODEL NUMBER: 1000 SELF-IRRIGATION SYSTEM MODEL NUMBER: CWC-R1100 S-5 METAL PLANTER TYPE 5 PLANTER ORE FUSE SYSTEM SIZE PER PLAN LEVEL 01 (+0' - 0") LEVEL 02 (+15' - 0") LEVEL 03 (+29' - 0") LEVEL ROOF (+43' - 0") LEVEL MAX HEIGHT (+60' - 0") 01 02 03 04 05 06 LEVEL 01 (+0' - 0") LEVEL 02 (+15' - 0") LEVEL 03 (+29' - 0") LEVEL 04/ ROOF (+43' - 0") LEVEL MAX HEIGHT (+60' - 0") A B C D EL + 144' - 3" EL + 159' - 3" EL + 173' - 3" EL + 187' - 3" EL + 204' - 3"

PROPERTY LINE
PROPERTY LINE 5 / 31 / 2024 SALT LANDSCAPE ARCHITECTS 423 GIN LING WAY LOS ANGELES, CA 90012 T 213.234.0057 F 323.210.7044 SALT-LA.COM Project No.:

Drawn By:

Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature:

Key Plan: Consultants: Issued For: Architect: 8633 WILSHIRE SKIDMORE, OWINGS & MERRILL LLP 333 SOUTH GRAND AVE, SUITE 3600 LOS ANGELES, CA 90071 IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 01/4"1/2"1" 3/15/2023 12:05:19 PM JK-220570 8633 WILSHIRE BLVD BEVERLY HILLS, CA 90211 No.: Description: Date: 100% SCHEMATIC DESIGN 11/19/2021 CUP REVIEW DRAWINGS 03/04/2022 CUP/ ZTA SET 06/10/2022 50% DD 06/24/2022 100% DD 07/29/2022 50% CD 10/21/2022 75% CD DRAFT 11/18/2022 75% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT RESPONSES 2 12/09/2022 2 CUP/ ZTA SET - COMMENT RESPONSES 3 01/20/2023 3 75% CD - PLAN CHECK COMMENT RESPONSES 03/31/2023 NOT FOR CONSTRUCTION LANDSCAPE ELEVATIONS L1.41 WEST (CARSON STREET) ELEVATION SCALE: 3/16" = 1'-0" NORTH ELEVATION 03 SCALE: 3/16" = 1'-0" 01 LANDSCAPE ELEVATIONS AND SECTIONS SHOW PROPOSED LANDSCAPE DESIGN ONLY. PLEASE REFERENCE ARCHITECTURAL ELEVATIONS ON SHEETS A5.01 AND A5.02 AND ARCHITECTURAL SECTIONS ON SHEETS A5.11, A5.12, A5.13, A5.14 AND A5.15 FOR MORE INFORMATION.

LEVEL 01 (+0' - 0") LEVEL 02 (+15' - 0") LEVEL 03 (+29' - 0") LEVEL ROOF (+43' - 0") LEVEL MAX HEIGHT (+60' - 0") 5 / 31 / 2024 SALT LANDSCAPE ARCHITECTS 423 GIN LING WAY LOS ANGELES, CA 90012 T 213.234.0057 F 323.210.7044 SALT-LA.COM Project No.:

Drawn By:

Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature:

Key Plan: Consultants: Issued For: Architect: 8633 WILSHIRE SKIDMORE, OWINGS & MERRILL LLP 333 SOUTH GRAND AVE, SUITE 3600 LOS ANGELES, CA 90071 IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 01/4"1/2"1" 3/15/2023 12:05:19 PM JK-220570 8633 WILSHIRE BLVD BEVERLY HILLS, CA 90211 No.: Description: Date: 100% SCHEMATIC DESIGN 11/19/2021 CUP REVIEW DRAWINGS 03/04/2022 CUP/ ZTA SET 06/10/2022 50% DD 06/24/2022 100% DD 07/29/2022 50% CD 10/21/2022 75% CD DRAFT 11/18/2022 75% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT RESPONSES 2 12/09/2022 2 CUP/ ZTA SET - COMMENT RESPONSES 3 01/20/2023 3 75% CD - PLAN CHECK COMMENT RESPONSES 03/31/2023 NOT FOR CONSTRUCTION L1.42 SCALE: 3/16" = 1'-0" SOUTH (WILSHIRE BLVD) ELEVATION 03 LANDSCAPE ELEVATIONS LANDSCAPE ELEVATIONS AND SECTIONS SHOW PROPOSED LANDSCAPE DESIGN ONLY. PLEASE REFERENCE ARCHITECTURAL ELEVATIONS ON SHEETS A5.01 AND A5.02 AND ARCHITECTURAL SECTIONS ON SHEETS A5.11, A5.12, A5.13, A5.14 AND A5.15 FOR MORE INFORMATION.

LEVEL 01 (+0' - 0") LEVEL 02 (+15' - 0") LEVEL 03 (+29' - 0") LEVEL ROOF (+43' - 0") LEVEL MAX HEIGHT (+60' - 0") LEVEL B1 (-12' - 0") LEVEL B2 (-22' - 0") 01 02 03 04 05 06 3'-6"
3'-6" ADJACENT SINGLE FAMILY DEVELOPMENT 2'-2" 3'-6" 2-3" 7'-8 34" SHORTER VEGETATION TO BE MAINAINED AT 4'-10" FROM FINISH FLOOR MIN. SHORTER VEGETATION TO BE MAINAINED AT 4'-10" FROM FINISH FLOOR MIN. 5 / 31 / 2024 SALT LANDSCAPE ARCHITECTS 423 GIN LING WAY LOS ANGELES, CA 90012 T 213.234.0057 F 323.210.7044 SALT-LA.COM Project No.:

Drawn By:

Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature:

Key Plan: Consultants: Issued For: Architect: 8633 WILSHIRE SKIDMORE, OWINGS & MERRILL LLP 333 SOUTH GRAND AVE, SUITE 3600 LOS ANGELES, CA 90071 IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 01/4"1/2"1" 3/15/2023 12:05:19 PM JK-220570 8633 WILSHIRE BLVD BEVERLY HILLS, CA 90211 No.: Description: Date: 100% SCHEMATIC DESIGN 11/19/2021 CUP REVIEW DRAWINGS 03/04/2022 CUP/ ZTA SET 06/10/2022 50% DD 06/24/2022 100% DD 07/29/2022 50% CD 10/21/2022 75% CD DRAFT 11/18/2022 75% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT RESPONSES 2 12/09/2022 2 CUP/ ZTA SET - COMMENT RESPONSES 3 01/20/2023 3 75% CD - PLAN CHECK COMMENT RESPONSES 03/31/2023 NOT FOR CONSTRUCTION L1.43 SCALE: 3/16" = 1'-0" BUILDING SECTION 01 LANDSCAPE ELEVATIONS LANDSCAPE ELEVATIONS AND SECTIONS SHOW PROPOSED LANDSCAPE DESIGN ONLY. PLEASE REFERENCE ARCHITECTURAL ELEVATIONS ON SHEETS A5.01 AND A5.02 AND ARCHITECTURAL SECTIONS ON SHEETS A5.11, A5.12, A5.13, A5.14 AND A5.15 FOR MORE INFORMATION. 32 5 / 31 / 2024 SALT LANDSCAPE ARCHITECTS 423 GIN LING WAY LOS ANGELES, CA 90012 T 213.234.0057 F 323.210.7044 SALT-LA.COM Project No.:

Drawn By:

Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature:

Key Plan: Consultants: Issued For: Architect: 8633 WILSHIRE SKIDMORE, OWINGS & MERRILL LLP 333 SOUTH GRAND AVE, SUITE 3600 LOS ANGELES, CA 90071 IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0 3/15/2023 12:05:19 PM JK-220570 8633 WILSHIRE BLVD BEVERLY HILLS, CA 90211 No.: Description: Date: 100% SCHEMATIC DESIGN 11/19/2021 CUP REVIEW DRAWINGS 03/04/2022 CUP/ ZTA SET 06/10/2022 50% DD 06/24/2022 100% DD 07/29/2022 50% CD 10/21/2022 75% CD DRAFT 11/18/2022 75% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT RESPONSES 2 12/09/2022 2 CUP/ ZTA SET - COMMENT RESPONSES 3 01/20/2023 3 75% CD - PLAN CHECK COMMENT RESPONSES 03/31/2023 NOT FOR CONSTRUCTION HARDSCAPE DETAILSL1.51 1 1/8" DEPTH =
1/3 SLAB

THICKNESS
DEPTH =
1/3 SLAB 1/8"
THICKNESS EXPANSION JOINT TOOLED JOINT SAWCUT JOINT COLD JOINT SAWCUT / EXPANSION COMBO 1/4" ISOLATION JOINT 6" MIN. JOINT ALIGNMENT - OFFSET JOINTS LEGEND 1. PAVING FINISH SURFACE. 2. SAWCUT. 3. 1/4" RADIUS @ EDGES, TYP. 4. PREMOLDED E.J. FILLER. 5. JOINT SEALANT. COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT. SUBMIT COLOR SAMPLE PRIOR TO INSTALLATION. 6. BACKER ROD. 7. 18" # 4 REBAR W/ SPEED DOWEL @ 36" O.C. IN CONC. AT JOINTS & E.J.S. 8. JOINT / SCORE LINES. 9. WALL, CURB, EXISTING, OR UNLIKE MATERIAL SCALE: NTS CONCRETE PAVING JOINTS 1 2 1 3 7 1 3 5 9 5/8" 1/4" 1-1/2"1 7 2 1 7635 498 LEGEND 1. CAST-IN-PLACE CONCRETE PAVING. 2. DOWEL, SEE JOINT DETAIL. 3. THICKENED EDGE AT PAVEMENT PERIMETER. 4. COLD JOINT / E.J. SEE JOINT DETAIL. 5. THICKENED EDGE AT COLD JOIN / E. J. 6. 1/4" RADIUS, ALL EXPOSED EDGES. 7. #4 @ 24" O.C. BOTH WAYS. 8. BLDG. FACE OR VERTICAL SURFACE. 9. SAND BASE PER GEOTECHNICAL REPORT. 10. SUBGRADE PER GEOTECHNICAL REPORT. 11. FINISH GRADE IN ADJACENT PLANTING AREA. SCALE: 1"=1'-0" PEDESTRIAN CONCRETE PAVING 11 1 6" 8" 8" 1 1/2"
4" 2"
EQ EQ 4 2
3" 7 3 5 5 9 48 10 6 LEGEND 1. PLANTING. 2. METAL PLANTER. SEE HARDSCAPE SCHEDULE. 3. FILTER FABRIC. 4. 1 LAYER OF VERSICELL EVC-30 DRAINAGE MAT. 5. WATERPROOFING BY OTHERS. 6. MARINE GRADE EMBEDDED BASE REINFORCEMENT PER TOURNESOL. 7. IRRIGATION LINE TO BE CONCEALED, REFER TO IRRIGATION DWGS. NOTES 1. PLANTERS REQUIRE FULL BASAL SUPPORT WITH PEDESTALS @ 24" O.C. SCALE: 1/2"=1'-0" RAISED PLANTER PER PLAN 2'-0" TYP. PER PLAN 12345 67 SCALE: FULL MOVEABLE PLANTER 7 5 / 31 / 2024 SALT LANDSCAPE ARCHITECTS 423 GIN LING WAY LOS ANGELES, CA 90012 T 213.234.0057 F 323.210.7044 SALT-LA.COM Project No.:

Drawn By:

Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature:

Key Plan: Consultants: Issued For: Architect: 8633 WILSHIRE SKIDMORE, OWINGS & MERRILL LLP 333 SOUTH GRAND AVE, SUITE 3600 LOS ANGELES, CA 90071 IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 01/4"1/2"1" 3/15/2023 12:05:19 PM JK-220570 8633 WILSHIRE BLVD BEVERLY HILLS, CA 90211 No.: Description: Date: 100% SCHEMATIC DESIGN 11/19/2021 CUP REVIEW DRAWINGS 03/04/2022 CUP/ ZTA SET 06/10/2022 50% DD 06/24/2022 100% DD 07/29/2022 50% CD 10/21/2022 75% CD DRAFT 11/18/2022 75% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT RESPONSES 2 12/09/2022 2 CUP/ ZTA SET - COMMENT RESPONSES 3 01/20/2023 3 75% CD - PLAN CHECK COMMENT RESPONSES 03/31/2023 NOT FOR CONSTRUCTION IRRIGATION LEGENDS & NOTESL2.00 MANUFACTURER / MODEL NUMBER SIZE DETAIL IRRIGATION WATER CONNECTION POINT - COORDINATE WITH PLUMBING AS NEEDED 1" N/A SYMBOL EQUIPMENT LEGEND FEBCO LF825YA SERIES REDUCED PRESSURE BACKFLOW PREVENTER - INSTALL IN BUILDING AT BASEMENT LEVEL B1 - WITH STRAINER PER DETAIL BP 1" A NOT SHOWN UF DIRECT BURIAL CONTROL WIRE WITH WATERPROOF CONNECTIONS 14 GA UF J 12 STATION H FIELD FABRICATED MANUAL FLUSH VALVE / OPERATION INDICATOR ASSEMBLY 1/2" N N/A I CET SUPERIOR 3000-100 SERIES NORMALLY CLOSED BRASS MASTER CONTROL VALVE 1" B / R 1" C / R MVFS LASCO SLO-CLOSE PVC SCH 80 PVC BALL VALVE - FULL PORT LINE SIZE D / R 3/4" E / R 1" F / R 1" G / R HUNTER PROS-04-PRS30-CV POP-UP SPRINKLER WITH HUNTER MSBN-50H STREAM BUBBLER NOZZLE - 0.50 GPM FOR EACH BUBBLER - 2 PER TREE 0.50 GPM EACH K COPPER OR BRASS MAINLINE BETWEEN METER AND BACKFLOW PREVENTER - BY PLUMBING 1 1/2" N/A 1 1/2" P SCH 40 PVC MAINLINE 1 1/2" AND SMALLER - 18" MINIMUM COVER CLASS 315 PVC MAINLINE 2" AND LARGER - 18" MINIMUM COVER SCH 40 PVC NON-PRESSURE LATERAL LINE - 12" MIN. COVER - SCH 40 PVC FITTINGS PLAN SIZE P SCH 40 PVC WIRE SLEEVE - EXTEND 12" PAST THE EDGE OF THE PLANTER PLAN SIZE Q SCH 40 PVC WIRE SLEEVE / CONDUIT - EXTEND 12" PAST THE EDGE OF THE PLANTER PLAN SIZE QL / M N / O LEVEL 1 : RAIN BIRD XFS-06-12 SERIES DRIP LINE TUBING - 0.6 GPH EMITTERS AT 12" O.C. ROWS OF TUBING AT +/- 16" O.C. - BURY TUBING 2"-3" (COPPER SHIELD ROOT PROTECTION) NOT SHOWN PROVIDE A HUNTER 'ROAM' MAINTENANCE REMOTE KIT TO THE OWNER N/A N/A V RAIN BIRD ARV-050 AIR RELEASE / VACUUM RELEASE VALVE - INSTALL AT HIGH POINT 1/2" O F HUNTER 'ACC2' A2C-1200-SS+A2C-WIFI AUTOMATIC WEATHER-BASED ET ADJUSTING CONTROLLER IN STAINLESS STEEL WALL MOUNT CABINET - PROVIDE ROAM REMOTE HUNTER 'SOLAR SYNC' WSS-SEN WIRELESS ET / RAIN SENSOR FLOWMEC QS-200-10 ULTRASONIC FLOW SENSOR IN PVC TEE HUNTER HQ33D-LRC SERIES QUICK COUPLING VALVE WITH LOCKING YELLOW VINYL COVER HUNTER ICV-101G SERIES ELECTRIC CONTROL VALVE WITH FLOW CONTROL - ADJUST FOR PROPER OPERATION FOR OPENING AND CLOSING BASED ON FLOW RATE HUNTER ICZ-101-40 DRIP ZONE VALVE ASSEMBLY WITH PRESSURE REGULATING FILTER FILTER IS 150 MESH AND REGULATOR IS 40 PSI - USE FOR ALL DRIP LINE ZONES NOT SHOWN PODIUM / ROOF LEVELS : RAIN BIRD XFS-06-12 SERIES DRIP LINE TUBING - 0.6 GPH EMITTERS AT 12" O.C. ROWS OF TUBING AT +/- 12" O.C. - BURY TUBING 2"-3" (COPPER SHIELD ROOT PROTECTION) L / M N / O IRRIGATION NOTES: 1. GENERAL - ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND THESE PLANS. THE CONTRACTOR SHALL APPLY FOR ALL PERMITS AND PAY SAME. 1.A. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK UNDER THIS CONTRACT. 1.B. THE CONTRACTOR SHALL CARRY ALL WORKERS COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE, AS REQUIRED BY THE OWNER AND/OR GOVERNING AGENCY. 2. SCOPE OF WORK - UNLESS OTHERWISE SPECIFIED, THE CONSTRUCTION OF IRRIGATION SYSTEMS SHALL INCLUDE THE FURNISHING, INSTALLING AND TESTING OF ALL POINTS OF CONNECTION, BACKFLOW DEVICES, AND MAINLINE; AND THE FURNISHING AND INSTALLING OF CONTROLLERS, ELECTRIC CONTROL VALVES, OTHER SPECIFIED VALVES, LATERAL LINES, RISERS AND FITTINGS, SPRINKLER HEADS, AND DRIP LINES; AND EXCAVATION AND BACKFILL AND ALL OTHER WORK IN ACCORDANCE WITH THESE PLANS, DETAILS, AND NOTES. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL, EQUIPMENT PROPERTY, TRANSPORTATION, AND PERFORM ALL OPERATIONS REQUIRED FOR A COMPLETE AND OPERABLE IRRIGATION SYSTEM AS INDICATED ON, OR REASONABLY IMPLIED BY THE DRAWINGS, DETAILS, AND NOTES. INCLUDED AS A PART OF THE IRRIGATION WORK, BUT NOT LIMITED BY IT, ARE THE FOLLOWING: 2.A. INSTALL COMPLETE OPERABLE INDEPENDENT IRRIGATION SYSTEMS PER THE PLANS, DETAILS, LEGENDS, AND NOTES. 2.B. ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED TRENCHES BELOW GRADE FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. 3. CHECK AND VERIFY ALL SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO ANY SITE WORK. IF IT IS FOUND THAT THE SITE VARIES FROM THE DRAWINGS, NOTIFY THE LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT SHALL DECIDE ALL QUESTIONS RELATING TO THE INTERPRETATION OF THE DRAWINGS AND THE ACCEPTABLE FULFILLMENT OF THE CONTRACT. 4. COORDINATE ALL IRRIGATION WORK WITH PLANTING AND GRADING OPERATIONS TO AVOID ANY CONFLICT WITH PLANTING PITS, DRAINAGE SWALES, ETC. 5. PIPING SHOWN ON THE PLANS IS ESSENTIALLY DIAGRAMMATIC. CONTRACTOR SHALL ROUTE PIPING TO AVOID CONFLICT WITH STATIONARY ELEMENTS AND IN SUCH A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS AND DESIGN INTENT OF THESE PLANS. WHERE TREES, LIGHT STANDARDS, OR OTHER PHYSICAL OBSTRUCTIONS EXIST, THE PIPING AND SPRINKLER HEAD LOCATIONS SHALL BE ADJUSTED AND / OR RELOCATED AS NECESSARY TO OBTAIN FULL COVERAGE WITH MINIMAL OVER SPRAY. 6. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER AND/OR GOVERNING AGENCY. 7. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES AND BE RESPONSIBLE FOR ANY DAMAGE. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT A MINIMUM OF TWO WORKING DAYS PRIOR TO DIGGING. 8. THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS, AND RUBBISH INCIDENTAL TO HIS WORK. 9. THE IRRIGATION DESIGN IS BASED ON THE METER AND/OR POINT OF CONNECTION SIZE AND WATER PRESSURE INDICATED ON THE WATER SOURCE / POINT OF CONNECTION NOTE ON THE PLANS. CONTRACTOR SHALL VERIFY THE PRESSURE PRIOR TO CONSTRUCTION. SHOULD A DISCREPANCY EXIST, NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. DO NOT PROCEED WITH ANY IRRIGATION INSTALLATION WORK UNTIL ANY AND ALL WATER SUPPLY AND PRESSURE ISSUES HAVE BEEN RESOLVED. 10. CONTRACTOR SHALL MAKE POINT(S) OF CONNECTION (POC) AS NOTED ON THE PLANS. ALL FEES AND LOCAL REQUIREMENTS SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 11. IRRIGATION CONTRACTOR SHALL COORDINATE 120V AC POWER TO FINAL CONTROLLER LOCATION WITH GENERAL CONTRACTOR AND/OR ELECTRICAL CONTRACTOR AS NECESSARY. IRRIGATION CONTRACTOR SHALL PAY ALL ASSOCIATED FEES FOR ELECTRICAL SERVICE. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL FINAL CONTROLLER CONNECTIONS PER LOCAL CODES. 12. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT REQUIRED TO PERFORM A MAINLINE PRESSURE TEST. THE HYDROSTATIC TEST SHALL HOLD A MINIMUM OF 150 PSI FOR 3 HOURS OR MORE. CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE A MINIMUM OF 48 HOURS IN ADVANCE OF THE TEST FOR CERTIFICATION. 13. CONTRACTOR SHALL THOROUGHLY FLUSH THE ENTIRE MAINLINE PRIOR TO INSTALLING REMOTE CONTROL VALVES. ALL LATERAL LINES SHALL BE COMPLETELY FLUSHED PRIOR TO INSTALLING HEADS AND NOZZLES. FOR DRIP SYSTEMS, ALL PIPING / TUBING DOWNSTREAM OF THE CONTROL VALVE SHALL BE THOROUGHLY FLUSHED PRIOR TO 'CLOSING' SYSTEM (FOR GRID SYSTEMS), OR BEFORE INSTALLING FLUSH VALVES. 14. ALL WIRES SHALL BE SOLID COPPER, PLASTIC INSULATED, U.F. DIRECT BURIAL WIRE. ALL COMMON WIRE SHALL BE AWG #12 WHITE; ALL CONTROL WIRES SHALL BE AWG #14 RED OR BLACK. CONTROLLERS SHALL HAVE SEPARATE COLOR CODED COMMON WIRES AND CONTROL WIRES WHEN TWO OR MORE CONTROLLERS ARE ON THE PROJECT. 15. ALL CONTROL WIRES AND IRRIGATION PIPING THAT RUNS UNDER HARDSCAPE / PAVING SHALL BE ENCASED IN PVC SLEEVES PER THE LEGEND. SLEEVES SHALL BE SIZED ACCORDING TO THE SLEEVING CHART ON THE PLANS. SLEEVES SHALL BE STRAIGHT RUNS OF PVC PIPE WITH NO FITTINGS INSTALLED UNDER HARDSCAPED AREAS. IF WIDTH OF HARDSCAPE EXCEEDS A FULL LENGTH OF PIPE, USE BELLED END CONNECTION OR COUPLER WITHIN SLEEVE, ENSURING SLEEVE IS LARGE ENOUGH FOR THE ADDED DIAMETER OF THE CONNECTION. 16. THE FINAL LOCATION FOR CONTROL VALVES AND QUICK COUPLERS SHALL BE APPROVED IN THE FIELD BY THE LANDSCAPE ARCHITECT OR THE OWNER'S AUTHORIZED REPRESENTATIVE. ALL VALVES AND QUICK COUPLERS SHALL BE LOCATED IN SHRUB AREAS WHEREVER POSSIBLE. 17. THE CONTRACTOR SHALL HEAT BRAND VALVE NUMBERS OR OTHER MARKINGS AS CALLED FOR IN THE IRRIGATION DETAILS ON INSIDE AND OUTSIDE OF ALL VALVE BOX LIDS. 18. ALL BRASS OR GALVANIZED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE OR APPROPRIATE PIPE JOINT COMPOUND. ALL PVC TO PVC THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE. NO PIPE DOPE IS ALLOWED AT VALVE OR SPRINKLER HEAD CONNECTIONS. ANY PVC TO METAL CONNECTIONS SHALL BE MADE WITH A MALE THREADED PVC FITTING AND A FEMALE THREADED METAL FITTING. 19. ALL PVC SOLVENT-WELD CONNECTIONS SHALL BE MADE WITH SOLVENT-WELD MATERIALS AS RECOMMENDED BY THE PIPE MANUFACTURER. SOLVENT-WELD PRIMER SHALL BE APPLIED AT ALL CONNECTIONS. 20. LOW HEAD DRAINAGE WILL NOT BE ALLOWED. CONTRACTOR TO DETERMINE IN THE FIELD WHICH HEADS DRAIN AFTER THE VALVE IS SHUT OFF. CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL IN-LINE CHECK VALVES AS NEEDED AT NO ADDITIONAL COST TO THE OWNER. 21. ALL PRESSURE SUPPLY LINES AND CONTROL WIRES TO HAVE 18"-24" MINIMUM COVER. ALL LATERAL LINES TO HAVE 12" MINIMUM COVER. FOR RECYCLED WATER SYSTEMS, PIPE DEPTH TO BE DETERMINED BY THE LOCAL GOVERNING AGENCY. 22. MAINLINE AND WIRE SLEEVING TO HAVE 24" MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. MAINLINE AND WIRE SLEEVING UNDER ALL VEHICULAR ACCESS WAYS TO HAVE 36" MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. LATERAL LINE SLEEVING TO HAVE 12" MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. LATERAL LINE SLEEVING UNDER ALL VEHICULAR ACCESS WAYS TO HAVE 36" MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. CONTRACTOR SHALL INSTALL SLEEVING UNDER ALL HARDSCAPE 36" WIDE OR GREATER. DUE TO GRAPHIC CLARITY, NOT ALL SLEEVES MAY BE SHOWN ON THE PLANS. CONTRACTOR SHALL INSTALL ALL SLEEVING PRIOR TO HARDSCAPE AND PAVING INSTALLATION. 23. THE RADIUS OF EACH HEAD IS TO BE ADJUSTED SO THAT HEAD-TO-HEAD COVERAGE IS MAINTAINED, BUT OVER SPRAY ON BUILDINGS, WALKS, WALLS, AND OTHER HARD SURFACES IS MINIMIZED. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO USING THE BEST NOZZLE RADIUS AND PATTERN, USING PRESSURE COMPENSATING DEVICES FOR NOZZLES, USING ADJUSTABLE NOZZLES, OR USING THE RADIUS ADJUST SCREW ON INDIVIDUAL NOZZLES. 24. FINE TUNE EACH CONTROL VALVE FOR OPTIMUM OPERATION. THIS SHALL BE DONE BY TURNING DOWN THE FLOW CONTROL OF THE VALVE UNTIL SYSTEM PERFORMANCE STARTS TO SUFFER. AT THAT POINT, OPEN UP VALVE FLOW CONTROL ABOUT ONE-HALF TURN OR UNTIL THE VALVE IS JUST OPEN ENOUGH FOR DESIRED OPERATION. 25. CONTRACTOR SHALL INSTALL 2 EXTRA WIRES FROM CONTROLLER(S) TO EACH END OF THE MAINLINE. WIRES SHALL COME UP INTO ALL VALVE BOXES ALONG THE MAINLINE PATH WITH 36" EXPANSION COILS IN EACH BOX. SPARE WIRES SHALL BE COLOR-CODED DIFFERENTLY THAN OTHER CONTROL WIRES FOR EACH CONTROLLER. 26. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR IS TO TURN OVER TO THE OWNER THE FOLLOWING: 26.a. A REPRODUCIBLE SET OF "AS-BUILT" DRAWINGS AND CONTROLLER CHART. 26.b. 2 KEYS FOR EACH CONTROLLER / CONTROLLER ENCLOSURE (AS APPLICABLE). 26.c. 2 QUICK COUPLER KEYS AND MATCHING HOSE SWIVELS. 26.d. 4 OF EACH SPRINKLER HEAD SPECIFIED (AS APPLICABLE). 26.e. 100' OF EACH DRIP LINE TUBING SPECIFIED (AS APPLICABLE). 26.f. 10 OF EACH DRIP EMITTER / FLUSH VALVE / DRIP SYSTEM APPARATUS SPECIFIED (AS APPLICABLE). 27. RECORD DRAWINGS - THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE RECORD SET OF PRINTS WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. PRIOR TO FINAL INSPECTION, THE CONTRACTOR SHALL TRANSCRIBE ALL INFORMATION FROM THE RECORD SET TO A BLACK-LINE PRINT PROCURED FROM THE OWNER. ALL WORK SHALL BE NEAT AND LEGIBLE, LOCATING THE FOLLOWING ITEMS FROM PERMANENT POINTS OF REFERENCE: SHUT-OFF VALVES, MAINLINE AND CONTROL WIRE ROUTING, POC, BACKFLOW DEVICE, CONTROL VALVES, CONTROLLER, QUICK COUPLING VALVES, AND OTHER PERTINENT UNDERGROUND ITEMS. 28. "CONTROLLER CHART" - UPON APPROVAL OF THE FINAL RECORD DRAWINGS, PROVIDE ONE CHART FOR EACH CONTROLLER INSTALLED. 28.A. THE CHART IS TO BE A REDUCED COPY OF THE APPROVED RECORD DRAWING (A BLACK-LINE PRINT REDUCED TO THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW, COLORED WITH A DIFFERENT COLOR FOR EACH VALVE STATION'S AREA OF COVERAGE). 28.B. WHEN COMPLETED AND APPROVED, THE CHART SHALL BE LAMINATED BETWEEN TWO (2) PIECES OF 20 MIL. CLEAR PLASTIC AND MOUNTED ON THE INSIDE OF THE CONTROLLER DOOR USING VELCRO TAPE OR EQUAL. 29. DRIP LINE IRRIGATION 29.A. DRIP LINE TUBING IS SHOWN ON THE PLANS IN THE SUGGESTED LAYOUT. CONTRACTOR SHALL ADJUST LAYOUT AS DETERMINED NECESSARY IN THE FIELD TO MATCH THE ACTUAL SITE CONDITIONS, DIMENSIONS, ETC. 29.B. ALL DRIP LINE SYSTEMS SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS AND DIRECTIONS. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO SOIL TYPE CONSIDERATION, PLANT TYPE CONSIDERATION, SLOPES, TYPICAL TUBING LAYOUT, SUPPLY HEADERS, FLUSH HEADERS, AIR-RELEASE VALVES, FLUSH VALVES, SOIL STAPLES, AND OPERATION INDICATORS, ETC. 29.C. EACH DRIP LINE SYSTEM SHALL HAVE A DRIP ZONE VALVE ASSEMBLY THAT INCLUDES A PRESSURE REGULATOR AND IN-LINE FILTER PER THE IRRIGATION LEGEND. 29.D. EXTEND PVC LATERAL LINE PIPING PER IRRIGATION LEGEND FROM THE DRIP ZONE VALVE INTO THE PLANTING AREAS. ALL SUPPLY HEADERS AND FLUSH HEADERS SHALL BE PVC PIPING OR DRIP LINE TUBING AS SPECIFIED ON THE DRAWINGS. 29.E. CONNECT THE DRIP LINE TUBING INTO THE PVC / POLY TUBING HEADERS PER THE MANUFACTURER'S DIRECTIONS, USING FITTINGS AS SUPPLIED BY THE MANUFACTURER OF THE DRIP LINE TUBING. 29.F. DRIP LINE TUBING RUNS SHALL BE SPACED AT APPROXIMATELY 12" O.C., 16" O.C., OR AS NOTED ON THE PLANS. 29.G. TUBING SHALL RUN GENERALLY PARALLEL TO THE LONG AXIS OF THE PLANTING AREAS. THE EXCEPTION TO THIS WOULD BE SLOPED AREAS WHERE THE TUBING SHALL RUN PARALLEL TO THE SLOPE CONTOURS. 29.H. FLUSH VALVES SHALL BE INSTALLED A THE TERMINAL ENDS AND/OR LOW POINTS OF ZONES IN ALL DIRECTIONS. AIR RELEASE VALVES, WHERE REQUIRED FOR BURIED SYSTEMS, SHALL BE INSTALLED AT THE HIGH POINTS OF EACH ZONE. REFER TO THE MANUFACTURER'S DIRECTIONS FOR THE QUANTITY OF FLUSH VALVES AND AIR-RELEASE VALVES RECOMMENDED FOR EACH ZONE. 29.I. DRIP LINE TUBING SHALL BE SCRATCHED INTO FINISH GRADE 2"-3" DEEP, STAPLED DOWN, AND COVERED WITH MULCH PER THE PLANTING PLAN. 29.J. EACH DRIP LINE ZONE SHALL INCLUDE AN OPERATION INDICATOR. THE OPERATION INDICATOR SHALL BE INSTALL AT THE FARTHEST POINT AWAY FROM THE ZONE DRIP VALVE ASSEMBLY. 29.K. ALL FITTINGS USED FOR DRIP LINE TUBING CONNECTIONS AND DRIP LINE TUBING TO PVC CONNECTIONS SHALL BE AS PRODUCED AND SUPPLIED BY THE MANUFACTURER OF THE DRIP LINE TUBING. MAINTENANCE PERIOD 1. PERFORMED BY CONTRACTOR: 1.1. THE MAINTENANCE PERIOD FOR THE IRRIGATION SYSTEM SHALL BE EXACTLY CONCURRENT WITH THE MAINTENANCE PERIOD FOR THE PLANTING PER CONSTRUCTION DOCUMENTS AND SPECIFICATIONS. MECHANISM FOR ESTABLISHING THIS PERIOD IS THE SAME AS FOR THE PLANTING MAINTENANCE PERIOD. 1.2. SCHEDULE OF MAINTENANCE OPERATIONS AND MONTHLY STATUS REPORT INCLUDING LIST OF EQUIPMENT, MATERIALS PROPOSED FOR THE JOB AND WATERING SCHEDULE. 1.3. NO PARTIAL APPROVALS WILL BE GIVEN RELATIVE TO THE COMMENCEMENT OF MAINTENANCE PERIODS. 1.4. MAINTAIN THE IRRIGATION SYSTEM IN PEAK PERFORMANCE CONDITION. ADJUST HEADS TO PROVIDE FULL COVERAGE, AND TRIM HEADS TO PREVENT OVERSPRAY AND OVERSATURATION OF ISOLATED AREAS. MONITOR THE STATION SETTINGS TO PROVIDE CORRECT QUANTITY OF WATER APPLICATION AND NOT TO OVERWATER. PRESENT THE SYSTEM COMPLETE IN FUNCTIONS WITH NOTED CHARTS AND DOCUMENTS AS SPECIFIED HEREIN. 1.5. CLEAN FILTER AND STRAINER AT LEAST ONCE A MONTH AND AS OFTEN AS NECESSARY TO KEEP THE IRRIGATION SYSTEMS FREE OF SAND AND OTHER DEBRIS. 1.6. DO NOT RUN THE IRRIGATION SYSTEM DURING RAINY SEASON. SET AND PROGRAM AUTOMATIC CONTROLLERS FOR SEASONAL WATER REQUIREMENTS. 1.7. TWICE A MONTH, USE A PROBE OR OTHER ACCEPTABLE TOOL TO CHECK THE ROOTBALL MOISTURE OF REPRESENTATIVE PLANTS AS WELL AS THE SURROUNDING SOIL. DO NOT OVERWATER. 1.8. AFTER THE SYSTEM HAS BEEN INSTALLED AND APPROVED, SUBCONTRACTOR SHALL INSTRUCT THE OWNER'S REPRESENTATIVE IN COMPLETE OPERATION AND MAINTENANCE OF THE IRRIGATION SYSTEM. 1.9. ACCURATELY MARK FUTURE PHASE STUB-OUTS ON AS-BUILT DRAWINGS. TESTING IRRIGATION SYSTEM 1. PERFORMED BY CONTRACTOR: 1.1. TEST SUPPLY LINES PER ASTM-F690 AS FOLLOWS: (1) ADD WATER SLOWLY TO PIPE TO AVOID WATER HAMMER DAMAGE, (2) BLEED SYSTEM TO INSURE AIR IS OUT OF PIPES, (3) PRESSURIZE SYSTEM TO 125% OF DESIGNED OPERATING PRESSURE FOR ONE HOUR. VISUALLY INSPECT FOR LEAKS WHILE SYSTEM IS HOLDING PRESSURE CONSTANT. NOTE: USE HYDRAULIC PUMP OR OTHER SAFE METHOD; DO NOT USE AIR COMPRESSOR. 1.2. TEST SPRINKLER LINES AT LINE PRESSURE AND VISUALLY INSPECT FOR LEAKS. 1.3. TEST LATERAL LINES WITH WATER AT LINE PRESSURE OR 50 P.S.I., WHICHEVER IS GREATER, AND VISUALLY INSPECT FOR LEAKS. RETEST AFTER CORRECTING DEFECTS IN PIPING AND JOINTS. 1.4. DURING THE TEST, DETECTABLE LEAKS SHALL BE STOPPED AND DEFECTS CORRECTED REGARDLESS OF THE AMOUNT OF LEAKAGE. MATERIALS AND INSTALLATION PROCEDURE USED FOR MAKING CORRECTIONS SHALL BE IDENTICAL TO THOSE SPECIFIED WITHIN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS. 1.5. TESTS AND REPAIRS MUST BE DONE BEFORE PAVING IS INSTALLED AND WHILE PIPES ARE STILL ACCESSIBLE. 1.6. A COVERAGE TEST SHALL BE PERFORMED IN THE PRESENCE OF THE LANDSCAPE ARCHITECT AND/OR OWNER'S REPRESENTATIVE TO DETERMINE IF COVERAGE OF WATER AFFORDED TO PLANTING AREAS IS COMPLETE. 1.7. CHANGE HEADS, NOZZLES, ORIFICES, OR ARCS TO PROVIDE SATISFACTORY COVERAGE. 1.8. PRIOR TO RECOMMENDATION OF FINAL ACCEPTANCE OF THE IRRIGATION SYSTEM, THE AUTOMATIC SPRINKLER CONTROLLERS SHALL BE TESTED THROUGH THEIR CYCLES IN THE PRESENCE OF THE LANDSCAPE ARCHITECT AND/OR OWNER'S REPRESENTATIVE. 1.9. AFTER FUNCTIONAL PERFORMANCE TESTS ARE CONCLUDED, FORM GRN 24 SHALL BE COMPLETED AND READILY AVAILABLE TO FIELD INSPECTOR PRIOR TO FINAL APPROVAL. ADJUSTING THE SYSTEM 1. PERFORMED BY CONTRACTOR PRIOR TO START OF CONTRACTUAL MAINTENANCE PERIOD: 1.1. ADJUST VALVES AND THE ALIGNMENT AND COVERAGE OF SPRINKLER HEADS. ADJUST SPRAY PATTERNS OF IRRIGATION HEADS AND SPRINKLERS TO ELIMINATE OVERSPRAY ONTO BUILDING, PARKING LOTS, ADJACENT PLANTING AREAS, WINDOWS AND WALKS. 1.2. IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IRRIGATION EQUIPMENT WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE, INCLUDING CHANGES TO THE NOZZLE, MAKE SUCH CHANGES OR MAKE ARRANGEMENTS WITH THE MANUFACTURER TO HAVE ADJUSTMENTS MADE PRIOR TO PLANTING. 1.3. ADDITIONAL COSTS ASSOCIATED WITH THESE CHANGES OR ADJUSTMENTS ARE TO BE BORN BY THE CONTRACTOR. 1.4. THE ENTIRE SYSTEM SHALL BE OPERATING PROPERLY BEFORE LAWN OR GROUND COVER PLANTING OPERATIONS BEGIN. 1.5. THE CONTRACTOR IS RESPONSIBLE FOR PERIODICALLY CHECKING OPERATION OF THE SYSTEM AND ADJUSTING IT FOR THE DURATION OF THE CONTRACT, INCLUDING THE GUARANTEE PERIOD. IRRIGATION MAINTENANCE SCHEDULE THE IRRIGATION MAINTENANCE SCHEDULE TASKS LISTED BELOW ARE INTENDED AS MINIMUM STANDARDS AND MORE FREQUENT ATTENTION MAY BE REQUIRED DEPENDING ON THE PARTICULAR SITE CONDITIONS. FREQUENCY MAINTENANCE TASK QUARTERLY CONTROLLER CABINET - OPEN CABINET AND CLEAN OUT DEBRIS AND REPLACE BATTERY AS NECESSARY. CHECK WIRING AND REPAIR AS NEEDED AND CHECK CLOCK AND RESET IF NECESSARY. MONTHLY IRRIGATION SCHEDULE - ADJUST SCHEDULE FOR SEASONAL VARIATIONS AND OTHER CONDITIONS WHICH MAY AFFECT THE AMOUNT OF WATER NEEDED TO MAINTAIN PLANT HEALTH. ADJUST AS NECESSARY. QUARTERLY POC - VISUALLY INSPECT COMPONENTS FOR LEAKS, PRESSURE SETTINGS, SETTLEMENT OR OTHER DAMAGE AFFECTING THE OPERATION OF A COMPONENT. REPAIR AS NEEDED. QUARTERLY REMOTE CONTROL VALVES, ISOLATION VALVES AND QUICK COUPLER VALVES - VISUALLY INSPECT FOR LEAKS, SETTLEMENT, WIRE CONNECTIONS AND PRESSURE SETTINGS. REPAIR OR ADJUST AS NEEDED. QUARTERLY MAINLINE AND LATERALS - VISUALLY INSPECT FOR LEAKS OR SETTLEMENT OF TRENCHES. REPAIR AS NEEDED. WEEKLY SPRINKLERS - VISUALLY CHECK FOR ANY BROKEN, MISALIGNED OR CLOGGED HEADS, HEADS WITH INCORRECT ARC, INADEQUATE COVERAGE OR OVER-SPRAY AND LOW HEAD DRAINAGE. REPAIR AS NEEDED. MONTHLY FILTERS AND STRAINERS - VISUALLY CHECK FOR LEAKS, BROKEN FITTINGS. CLEAN AND FLUSH SCREENS. POINT OF CONNECTION MAKE IRRIGATION POINT OF CONNECTION AT WATER LINE STUB-OUT (PROVIDED BY OTHER) AT BASEMENT LEVEL B1. VERIFY EXACT LOCATION IN THE FIELD AND ADJUST AS NECESSARY. INSTALL SHUT-OFF VALVE AT POC FOR IRRIGATION SYSTEM ISOLATION. INSTALL BACKFLOW PREVENTER DOWNSTREAM OF SHUT-OFF VALVE PER ALL LOCAL CODES. FINAL BACKFLOW PREVENTER LOCATION TO BE APPROVED IN THE FIELD BY THE OWNER OR AUTHORIZED REPRESENTATIVE. PIPING BETWEEN THE WATER METER AND THE BACKFLOW PREVENTER ASSEMBLY TO BE COPPER OR BRASS SIZED THE SAME AS THE MAINLINE SIZE DOWNSTREAM OF THE POC EQUIPMENT. INSTALL MASTER VALVE DOWNSTREAM OF BACKFLOW DEVICE AND WIRE TO CONTROLLER PER MANUFACTURER'S DIRECTIONS. INSTALL FLOW SENSOR DOWNSTREAM OF MASTER VALVE AND WIRE TO CONTROLLER PER MANUFACTURER'S DIRECTIONS. USE WIRING AS DESIGNATED BY THE CONTROLLER AND FLOW SENSOR MANUFACTURER. MAXIMUM DEMAND IS 3 GPM. STATIC PRESSURE AT METER IS X PSI (INFORMATION FROM CIVIL ENGINEER). CONTRACTOR SHALL VERIFY STATIC PRESSURE AT METER PRIOR TO START OF WORK AND NOTIFY THE LANDSCAPE ARCHITECT IN WRITING IMMEDIATELY IF A DISCREPANCY IS FOUND. DO NOT PROCEED WITH ANY IRRIGATION INSTALLATION WORK UNTIL ANY AND ALL WATER SUPPLY AND PRESSURE ISSUES HAVE BEEN RESOLVED. CONTROLLER INSTALL IRRIGATION CONTROLLER ADJACENT TO POC EQUIPMENT AT LEVEL B1 IN BASEMENT. FINAL CONTROLLER LOCATION TO BE APPROVED IN THE FIELD BY THE OWNER OR AUTHORIZED REPRESENTATIVE. THE IRRIGATION CONTRACTOR SHALL COORDINATE 120V AC POWER TO THE FINAL CONTROLLER LOCATION WITH GENERAL CONTRACTOR AND/OR ELECTRICAL CONTRACTOR AS NECESSARY, AND PAY ALL ASSOCIATED COSTS. THE IRRIGATION CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS PER LOCAL CODES. MOUNT, GROUND, AND WIRE ALL THE CONTROL EQUIPMENT PER THE MANUFACTURER'S DIRECTIONS, THESE PLANS, AND PER ALL LOCAL CODES. CONTRACTOR TO PROVIDE TO OWNER A COMPLETE HAND-HELD MAINTENANCE REMOTE CONTROL KIT FOR THE CONTROLLER AS PROVIDED BY THE CONTROLLER MANUFACTURER. WEATHER SENSOR (ET SENSOR / RAIN SHUT-OFF DEVICE) INSTALL THE WEATHER SENSOR IN THE APPROXIMATE LOCATION SHOWN ON THE PLANS. LOCATE AND MOUNT PER MANUFACTURERS' DIRECTIONS. FINAL WEATHER SENSOR LOCATION TO BE DETERMINED IN THE FIELD AND PRE-APPROVED BY THE OWNER AND/OR ARCHITECT PRIOR TO MOUNTING. ENSURE THE SENSOR IS LOCATED WITHIN WIRELESS RANGE OF THE IRRIGATION CONTROLLER. TEST THE SIGNAL STRENGTH OF THE WIRELESS COMMUNICATION PRIOR TO MOUNTING. IT IS SUGGESTED TO NOT USE THE AUTOMATIC ET ADJUSTING FUNCTIONS OF THE CONTROL SYSTEM UNTIL THE PLANT MATERIAL IS FULLY ESTABLISHED. SLEEVING MAINLINE AND VALVES MAY BE SHOWN OUTSIDE OF PLANTED AREAS FOR CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT IN ADJACENT PLANTED AREAS EXCEPT WHERE SLEEVING IS SHOWN ON THE PLANS. ALL PIPES AND WIRES THAT MUST RUN UNDER HARDSCAPE TO BE SLEEVED IN PVC SLEEVES ACCORDING TO THE LEGEND AND SLEEVING CHART, OR AS NOTED ON THE PLANS. DRIP LINE SYSTEMS SHRUB AREAS AS SHOWN SHALL BE IRRIGATED WITH DRIP LINE IRRIGATION. INSTALL ALL DRIP LINE SYSTEMS PER THE MANUFACTURER'S DIRECTIONS AND RECOMMENDATIONS. CONTRACTORS NOT FAMILIAR WITH DRIP LINE SYSTEM INSTALLATION SHALL CONTACT THE MANUFACTURER'S REPRESENTATIVE PRIOR TO START OF WORK FOR ON-SITE PRODUCT AND INSTALLATION TRAINING. TREE BUBBLERS TREE BUBBLERS TO BE PROVIDED TO ALL NEW TREES (2 EACH) AND / OR AS NOTED ON THE PLANS. ADJUST FINAL LOCATION OF TREE BUBBLERS TO MATCH FINAL TREE PLANTING IN THE FIELD. RELOCATE, ADD, AND / OR REMOVE BUBBLERS AS NECESSARY. GROUNDING RODS TO AVOID CONTACT WITH HIGH VOLTAGE POWER CABLES, GAS LINES, WATER LINES, OR DATA CABLES, PLEASE CONTACT THE OWNER'S REPRESENTATIVE AND 'DIG ALERT' (OR EQUAL) TO IDENTIFY POSSIBLE HAZARDS BELOW THE SURFACE. CONTACT WITH SUCH HAZARDS COULD RESULT IN SEVERE INJURY OR DEATH. CONTRACTOR SHALL PROVIDE WRITTEN PROOF TO OWNER SUCH PREEMPTIVE ACTION WAS TAKEN PRIOR TO START OF WORK. ON-STRUCTURE / IN-STRUCTURE SYSTEMS THIS PROJECT INVOLVES ON-STRUCTURE / IN-STRUCTURE IRRIGATION SYSTEMS. ALL IRRIGATION SYSTEM PIPING AND CONDUITS THAT MUST BE RUN ON, IN OR THROUGH THE STRUCTURE SHALL BE PER MECHANICAL / PLUMBING / ELECTRICAL ENGINEERS AND SHOULD BE INSTALLED BY A LICENSED PLUMBING CONTRACTOR AND/OR A LICENSED ELECTRICAL CONTRACTOR. IRRIGATION CONTRACTOR SHALL COORDINATE AS NECESSARY WITH THE OWNER, GENERAL CONTRACTOR AND ALL OTHER TRADES AS NECESSARY. MAKE ADJUSTMENTS AS NECESSARY IN THE FIELD FOR OPTIMUM PIPE AND CONDUIT ROUTING WHILE FOLLOWING THE BASIC DESIGN INTENT OF THESE PLANS. ALL ON-STRUCTURE SYSTEMS SHALL BE PER ALL LOCAL CODES AND INDUSTRY STANDARD PRACTICES FOR SUCH SYSTEMS. POINT OF CONNECTION INFORMATION WATER TYPE - POTABLE METER SIZE - 1" BACKFLOW PREVENTER SIZE - 1" PRESSURE REGULATOR - 1" (80 PSI) MASTER VALVE - 1" FLOW SENSOR - 1" MAXIMUM DEMAND - 3 GPM NUMBER OF VALVES - 4 CONTROLLER SIZE - 12 STATION ET SENSOR - 'SOLAR SYNC' STATIC PRESSURE AT METER - X PSI VALVE SIZE HYDROZONE FLOW (GPM) STATION # Know what's below. Call before you dig. R 2 1/2" SLEEVE 3" SLEEVE 4" SLEEVE 6" SLEEVE 1 1/4" SLEEVE 1 1/2" SLEEVE 2" SLEEVE 1-8 WIRES 9-16 WIRES 55-100 WIRES 27-38 WIRES 39-54 WIRES 100+ WIRES 17-26 WIRES 1 1/4" PIPE 3" PIPE 1 1/2" PIPE 2" PIPE 1" PIPE 3/4" PIPE N/A SCH 40 PVC SLEEVING CHART 1 1/4" PIPE NO 1/2" PIPING ALLOWED. 4" PIPE LATERALS TO BE SCH 40 PVC. 2 1/2" PIPE 1 1/2" PIPE 2" PIPE 3" PIPE 1" PIPE 3/4" PIPE LATERAL PIPE SIZING WIRE SLEEVES TO BE A MIN. OF 2x BUNDLE SIZE. PIPE SLEEVES TO BE A MIN. OF 2x LINE SIZE. NO SYMBOL UP 01 02 03 04 05 06 CARSON RD. WILSHIRE BLVD. PROPERTY LINE PROPERTY LINE PROPERTY LINE POC Plumbing to provide water stub-out in this approximate location on Level B1. See Plumbing Plan Sheet P2.B1. C ET Typical sub-surface drip line irrigation.

Typical sub-surface
drip line irrigation. TO LEVEL 3 Plumbing to provide 1" water line to Level 3 planter from basement level. See Sheet L2.13 for connection to planters.

BP MV FS Shut off valve Backflow preventer Master valve Flow sensor Remote control valves Controller - Smart weather-based irrigation controller.

All irrigation equipment shown here to be located on Level B1 adjacent to other backflow preventers. See Sheet P2.B1. VFF F 11 1" HZ 1 23 1" HZ 2 32 1" HZ 3 TO LEVEL 4 Plumbing to provide 1" water line to Level 4 planter from basement level. See Sheet L2.14 for connection to planters. 44 1" HZ 4 F ET SENSOR Proposed ET Sensor location. Final location to be pre-approved by the architect prior to mounting. Ensure wireless communication is sufficient prior to mounting. Locate per manufacturer's directions. 5 / 31 / 2024 SALT LANDSCAPE ARCHITECTS 423 GIN LING WAY LOS ANGELES, CA 90012 T 213.234.0057 F 323.210.7044 SALT-LA.COM Project No.:

Drawn By:

Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature:

Key Plan: Consultants: Issued For: Architect: 8633 WILSHIRE SKIDMORE, OWINGS & MERRILL LLP 333 SOUTH GRAND AVE, SUITE 3600 LOS ANGELES, CA 90071 IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0 3/15/2023 12:05:19 PM JK-220570 8633 WILSHIRE BLVD BEVERLY HILLS, CA 90211 No.: Description: Date: 100% SCHEMATIC DESIGN 11/19/2021 CUP REVIEW DRAWINGS 03/04/2022 CUP/ ZTA SET 06/10/2022 50% DD 06/24/2022 100% DD 07/29/2022 50% CD 10/21/2022 75% CD DRAFT 11/18/2022 75% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT RESPONSES 2 12/09/2022 2 CUP/ ZTA SET - COMMENT RESPONSES 3 01/20/2023 3 75% CD - PLAN CHECK COMMENT RESPONSES 03/31/2023 NOT FOR CONSTRUCTION IRRIGATION PLAN - L1L2.11 VALVE SIZE HYDROZONE FLOW (GPM) STATION # Know what's below. Call before you dig. R 2 1/2" SLEEVE 3" SLEEVE 4" SLEEVE 6" SLEEVE 1 1/4" SLEEVE 1 1/2" SLEEVE 2" SLEEVE 1-8 WIRES 9-16 WIRES 55-100 WIRES 27-38 WIRES 39-54 WIRES 100+ WIRES 17-26 WIRES 1 1/4" PIPE 3" PIPE 1 1/2" PIPE 2" PIPE 1" PIPE 3/4" PIPE N/A SCH 40 PVC SLEEVING CHART 1 1/4" PIPE NO 1/2" PIPING ALLOWED. 4" PIPE LATERALS TO BE SCH 40 PVC. 2 1/2" PIPE 1 1/2" PIPE 2" PIPE 3" PIPE 1" PIPE 3/4" PIPE LATERAL PIPE SIZING WIRE SLEEVES TO BE A MIN. OF 2x BUNDLE SIZE. PIPE SLEEVES TO BE A MIN. OF 2x LINE SIZE.

UP 01 02 03 04 05 06 ABDC WILSHIRE BLVD. PROPERTY LINE PROPERTY LINE

PROPERTY LINE
Typical moveable planters on
Level 2. No permanent
irrigation on Level 2.

Typical moveable
planters on Level 2.

No permanent
irrigation on Level 2. 5 / 31 / 2024 SALT LANDSCAPE ARCHITECTS 423 GIN LING WAY LOS ANGELES, CA 90012 T 213.234.0057 F 323.210.7044 SALT-LA.COM Project No.:

Drawn By:

Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature:

Key Plan: Consultants: Issued For: Architect: 8633 WILSHIRE SKIDMORE, OWINGS & MERRILL LLP 333 SOUTH GRAND AVE, SUITE 3600 LOS ANGELES, CA 90071 IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0 3/15/2023 12:05:19 PM JK-220570 8633 WILSHIRE BLVD BEVERLY HILLS, CA 90211 No.: Description: Date: 100% SCHEMATIC DESIGN 11/19/2021 CUP REVIEW DRAWINGS 03/04/2022 CUP/ ZTA SET 06/10/2022 50% DD 06/24/2022 100% DD 07/29/2022 50% CD 10/21/2022 75% CD DRAFT 11/18/2022 75% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT RESPONSES 2 12/09/2022 2 CUP/ ZTA SET - COMMENT RESPONSES 3 01/20/2023 3 75% CD - PLAN CHECK COMMENT RESPONSES 03/31/2023 NOT FOR CONSTRUCTION IRRIGATION PLAN - L2L2.12 VALVE SIZE HYDROZONE FLOW (GPM) STATION # Know what's below. Call before you dig. R 2 1/2" SLEEVE 3" SLEEVE 4" SLEEVE 6" SLEEVE 1 1/4" SLEEVE 1 1/2" SLEEVE 2" SLEEVE 1-8 WIRES 9-16 WIRES 55-100 WIRES 27-38 WIRES 39-54 WIRES 100+ WIRES 17-26 WIRES 1 1/4" PIPE 3" PIPE 1 1/2" PIPE 2" PIPE 1" PIPE 3/4" PIPE N/A SCH 40 PVC SLEEVING CHART 1 1/4" PIPE NO 1/2" PIPING ALLOWED. 4" PIPE LATERALS TO BE SCH 40 PVC. 2 1/2" PIPE 1 1/2" PIPE 2" PIPE 3" PIPE 1" PIPE 3/4" PIPE LATERAL PIPE SIZING WIRE SLEEVES TO BE A MIN. OF 2x BUNDLE SIZE. PIPE SLEEVES TO BE A MIN. OF 2x LINE SIZE. 01 02 03 04 05 06 ABDC WILSHIRE BLVD. PROPERTY LINE PROPERTY LINE

PROPERTY LINE
Typical moveable planters on
Level 3. No permanent
irrigation on Level 3.

Typical moveable
planters on Level 3.

No permanent
irrigation on Level 3. FROM BASEMENT LEVEL Plumbing to provide 1" water line to Level 3 planter from basement level. See Sheet L2.11 for connection to Valve #3. V Typical sub-surface drip line irrigation. F 5 / 31 / 2024 SALT LANDSCAPE ARCHITECTS 423 GIN LING WAY LOS ANGELES, CA 90012 T 213.234.0057 F 323.210.7044 SALT-LA.COM Project No.:

Drawn By:

Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature:

Key Plan: Consultants: Issued For: Architect: 8633 WILSHIRE SKIDMORE, OWINGS & MERRILL LLP 333 SOUTH GRAND AVE, SUITE 3600 LOS ANGELES, CA 90071 IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0 3/15/2023 12:05:19 PM JK-220570 8633 WILSHIRE BLVD BEVERLY HILLS, CA 90211 No.: Description: Date: 100% SCHEMATIC DESIGN 11/19/2021 CUP REVIEW DRAWINGS 03/04/2022 CUP/ ZTA SET 06/10/2022 50% DD 06/24/2022 100% DD 07/29/2022 50% CD 10/21/2022 75% CD DRAFT 11/18/2022 75% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT RESPONSES 2 12/09/2022 2 CUP/ ZTA SET - COMMENT RESPONSES 3 01/20/2023 3 75% CD - PLAN CHECK COMMENT RESPONSES 03/31/2023 NOT FOR CONSTRUCTION IRRIGATION PLAN - L3L2.13 VALVE SIZE HYDROZONE FLOW (GPM) STATION # Know what's below. Call before you dig. R 2 1/2" SLEEVE 3" SLEEVE 4" SLEEVE 6" SLEEVE 1 1/4" SLEEVE 1 1/2" SLEEVE 2" SLEEVE 1-8 WIRES 9-16 WIRES 55-100 WIRES 27-38 WIRES 39-54 WIRES 100+ WIRES 17-26 WIRES 1 1/4" PIPE 3" PIPE 1 1/2" PIPE 2" PIPE 1" PIPE 3/4" PIPE N/A SCH 40 PVC SLEEVING CHART 1 1/4" PIPE NO 1/2" PIPING ALLOWED. 4" PIPE LATERALS TO BE SCH 40 PVC. 2 1/2" PIPE 1 1/2" PIPE 2" PIPE 3" PIPE 1" PIPE 3/4" PIPE LATERAL PIPE SIZING WIRE SLEEVES TO BE A MIN. OF 2x BUNDLE SIZE. PIPE SLEEVES TO BE A MIN. OF 2x LINE SIZE. 01 02 03 04 05 06 ABDC WILSHIRE BLVD. PROPERTY LINE PROPERTY LINE PROPERTY LINE Typical sub-surface drip line irrigation. FROM BASEMENT LEVEL Plumbing to provide 1" water line to Level 4 planter from basement level. See Sheet L2.11 for connection to Valve #4. Typical moveable planters on Level 4. No permanent irrigation for these planters.

Typical moveable
planters on Level

4. No permanent
irrigation for
these planters.

Typical 3/4" water lines (lateral lines) run above the slab in the raised wood deck cavity. Pipe to be Sch 40 PVC. F V F F F F 5 / 31 / 2024 SALT LANDSCAPE ARCHITECTS 423 GIN LING WAY LOS ANGELES, CA 90012 T 213.234.0057 F 323.210.7044 SALT-LA.COM Project No.:

Drawn By:

Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature:

Key Plan: Consultants: Issued For: Architect: 8633 WILSHIRE SKIDMORE, OWINGS & MERRILL LLP 333 SOUTH GRAND AVE, SUITE 3600 LOS ANGELES, CA 90071 IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0 3/15/2023 12:05:19 PM JK-220570 8633 WILSHIRE BLVD BEVERLY HILLS, CA 90211 No.: Description: Date: 100% SCHEMATIC DESIGN 11/19/2021 CUP REVIEW DRAWINGS 03/04/2022 CUP/ ZTA SET 06/10/2022 50% DD 06/24/2022 100% DD 07/29/2022 50% CD 10/21/2022 75% CD DRAFT 11/18/2022 75% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT RESPONSES 2 12/09/2022 2 CUP/ ZTA SET - COMMENT RESPONSES 3 01/20/2023 3 75% CD - PLAN CHECK COMMENT RESPONSES 03/31/2023 NOT FOR CONSTRUCTION IRRIGATION PLAN - L4L2.14 VALVE SIZE HYDROZONE FLOW (GPM) STATION # Know what's below. Call before you dig. R 2 1/2" SLEEVE 3" SLEEVE 4" SLEEVE 6" SLEEVE 1 1/4" SLEEVE 1 1/2" SLEEVE 2" SLEEVE 1-8 WIRES 9-16 WIRES 55-100 WIRES 27-38 WIRES 39-54 WIRES 100+ WIRES 17-26 WIRES 1 1/4" PIPE 3" PIPE 1 1/2" PIPE 2" PIPE 1" PIPE 3/4" PIPE N/A SCH 40 PVC SLEEVING CHART 1 1/4" PIPE NO 1/2" PIPING ALLOWED. 4" PIPE LATERALS TO BE SCH 40 PVC. 2 1/2" PIPE 1 1/2" PIPE 2" PIPE 3" PIPE 1" PIPE 3/4" PIPE LATERAL PIPE SIZING WIRE SLEEVES TO BE A MIN. OF 2x BUNDLE SIZE. PIPE SLEEVES TO BE A MIN. OF 2x LINE SIZE. 5 / 31 / 2024 SALT LANDSCAPE ARCHITECTS 423 GIN LING WAY LOS ANGELES, CA 90012 T 213.234.0057 F 323.210.7044 SALT-LA.COM Project No.:

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Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature:

Key Plan: Consultants: Issued For: Architect: 8633 WILSHIRE SKIDMORE, OWINGS & MERRILL LLP 333 SOUTH GRAND AVE, SUITE 3600 LOS ANGELES, CA 90071 IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0 3/15/2023 12:05:19 PM JK-220570 8633 WILSHIRE BLVD BEVERLY HILLS, CA 90211 No.: Description: Date: 100% SCHEMATIC DESIGN 11/19/2021 CUP REVIEW DRAWINGS 03/04/2022 CUP/ ZTA SET 06/10/2022 50% DD 06/24/2022 100% DD 07/29/2022 50% CD 10/21/2022 75% CD DRAFT 11/18/2022 75% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT RESPONSES 2 12/09/2022 2 CUP/ ZTA SET - COMMENT RESPONSES 3 01/20/2023 3 75% CD - PLAN CHECK COMMENT RESPONSES 03/31/2023 NOT FOR CONSTRUCTION IRRIGATION DETAILSL2.51 D BALL VALVE 3456789 12 4" 18" 2" 4" 1. BALL VALVE PER IRRIGATION LEGEND (MAINLINE SIZE) 2. RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (NDS PRO-SPEC SERIES) HEAT BRAND "BV" ON LID IN 2" HIGH BLOCK LETTERS 3. FINISH GRADE 4. SCH 80 PVC MALE ADAPTER (2 REQUIRED) 5. SCH 80 PVC 45 DEGREE ELL (4 REQUIRED) 6. NATIVE SOIL 7. MAINLINE PIPING PER IRRIGATION LEGEND 8. COMMON BRICK SUPPORTS (4 REQUIRED) 9. FILL BASE OF BOX WITH PEA GRAVEL * 2" IN SHRUB AREAS NOTES: PROVIDE TWO (2) STANDARD SPRINKLER TEES AS PART OF TURN-OVER ITEMS FOR BALL VALVE OPERATION. * SECTION / ELEVATION C FLOW SENSOR B MASTER VALVE 4" * 2346587 FLOW 91011561213 1. MASTER VALVE PER IRRIGATION LEGEND 2. FINISH GRADE 3. RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (NDS PRO-SPEC SERIES) HEAT BRAND "MV" ON LID IN 2" HIGH BLOCK LETTERS 4. SCH 80 PVC MALE ADAPTER (2 REQUIRED) USE REDUCING ADAPTERS WHERE MAINLINE IS LARGER THAN VALVE 5. SCH 80 PVC 45 DEGREE ELL (4 REQUIRED) 6. MAINLINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) 7. RECTANGULAR PLASTIC VALVE BOX EXTENSION AS REQUIRED 8. COMMON BRICK SUPPORTS (4 REQUIRED) 9. WATERPROOF WIRE CONNECTORS (2 REQUIRED) 10. #14 UF WIRES TO CONTROLLER (COLOR CODE DIFFERENTLY THAN COMMON WIRE, CONTROL WIRES, AND FLOW SENSOR WIRES) 11. I.D. TAG WITH "MV" PRINTED ON IT (CHRISTY'S #ID-STD-Y1) 12. FILL BASE OF BOX WITH PEA GRAVEL 13. NATIVE SOIL * 2" IN SHRUB AREAS 2" 4" 18" 1 MV SECTION / ELEVATION 45681011 1. FLOW SENSOR PER IRRIGATION LEGEND 2. #14 UF WIRES TO CONTROLLER (COLOR CODE DIFFERENTLY THAN COMMON WIRE, CONTROL WIRES, AND MASTER VALVE WIRES) 3. WATERPROOF WIRE CONNECTORS (2 REQUIRED) 4. FINISH GRADE 5. RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (NDS PRO-SPEC SERIES) HEAT BRAND "FS" ON LID IN 2" HIGH BLOCK LETTERS 6. SCH 80 MALE ADAPTERS (SENSOR SIZE, 2 REQUIRED IF BRASS ONLY, NOT PVC) 7. MAINLINE PIPING PER IRRIGATION LEGEND (SENSOR SIZE) 8. RECTANGULAR PLASTIC VALVE BOX EXTENSION AS REQUIRED 9. COMMON BRICK SUPPORTS (4 REQUIRED) 10. FILL BASE OF BOX WITH PEA GRAVEL 11. NATIVE SOIL * 2" IN SHRUB AREAS NOTE: FOR PVC TEE FLOW SENSORS, MALE ADAPTERS NOT NECESSARY. 9 2" 4" 18" 231 * FLOW MIN. 5x PIPE DIA. STRAIGHT PIPE MIN. 10x PIPE DIA. STRAIGHT PIPE SECTION / ELEVATION 7 A REDUCED PRESSURE BACKFLOW PREVENTER 6" 12"-18" 2" 12345678 1. REDUCED PRESSURE BACKFLOW PREVENTER PER IRRIGATION LEGEND 2. V.I.T. BACKFLOW PREVENTER ENCLOSURE (#SBBC-30SS) 3. BRASS CLOSE NIPPLE (R/P SIZE) 4. WILKINS 500XL SERIES PRESSURE REGULATOR (R/P SIZE) IF SPECIFIED 5. MOUNT ENCLOSURE TO QUICK PAD PER MANUFACTURER 6. V.I.T. STRONG BOX QP-30BF QUICK PAD (+/- 32"x19" FOOTPRINT) 7. FINISH GRADE 8. NATIVE SOIL 9101112 9. BRASS NIPPLE (R/P SIZE) LENGTH AS REQUIRED 10. BRASS ELL (R/P SIZE) 11. MAINLINE PIPING PER IRRIGATION LEGEND (TO SYSTEM) 12. SCH 80 PVC MALE ADAPTER (BUSH UP TO MAINLINE PLAN SIZE WHERE R/P DEVICE IS SMALLER THAN MAINLINE SIZE) 13. MAINLINE PIPING PER IRRIGATION LEGEND (FROM P.O.C.) 14. WILKINS YBP-80 STRAINER (R/P SIZE) NOTES: INSTALL PER ALL LOCAL CODES. FINAL LOCATION TO BE APPROVED IN THE FIELD BY THE LANDSCAPE ARCHITECT AND/OR OWNER. SECTION / ELEVATION 314 9101312 FLOW
18" K TREE BUBBLERS F DRIP ZONE VALVE ASSEMBLY E ELECTRIC CONTROL VALVE I QUICK COUPLING VALVE WATERPROOF WIRE CONNECTOR H WIRELESS ET / RAIN SENSOR G L DRIP LINE SYSTEM - TYPICAL LAYOUT SMART WEATHER-BASED CONTROLLER 1. QUICK COUPLING VALVE PER IRRIGATION LEGEND 2. #4x36" REBAR SUPPORT STAKE (2 REQUIRED) 3. STAINLESS STEEL CLAMP (2 REQUIRED) 4. FINISH GRADE 5. 10" ROUND PLASTIC VALVE BOX WITH LOCKING LID (NDS PRO-SPEC SERIES) HEAT BRAND "QCV" ON LID IN 2" HIGH BLOCK LETTERS 6. 3/4"x6" SCH 80 PVC NIPPLE 7. 3/4" SCH 40 PVC STREET ELL (3 REQUIRED) 8. COMMON BRICK SUPPORTS (3 REQUIRED) 9. 3/4"x12" SCH 80 PVC NIPPLE 10. 3/4" SCH 40 PVC ELL (SxT) 11. 3/4" SCH 40 PVC MAINLINE (12" MINIMUM LENGTH) 12. SCH 40 PVC MAINLINE FITTING (TEE OR ELL) WITH 3/4" SLIP OUTLET 13. MAINLINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) 14. NATIVE SOIL 15. FILL BASE OF BOX WITH PEA GRAVEL * 2" IN SHRUB AREAS 12 678459 3 2" * 10 11 12 13 6" 36" 7 7 SECTION / ELEVATION
18"1514 4" * 456798 1011121413 2
18" 1516 17 1 3 18 SECTION / ELEVATION 2" 4" A2
FLOW 20 19 1. REMOTE CONTROL VALVE PER IRRIGATION LEGEND 2. SCH 40 PVC MALE ADAPTER (2 REQUIRED) VALVE SIZE 3. RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (NDS PRO-SPEC SERIES) HEAT BRAND STATION NUMBER ON LID IN 2" HIGH BLOCK LETTERS 4. FINISH GRADE 5. PVC LATERAL LINE PER IRRIGATION LEGEND (VALVE SIZE) 6. SCH 40 PVC 45 DEGREE ELL 7. SCH 40 PVC 45 DEGREE ELL (BUSH UP TO LATERAL LINE PLAN SIZE) 8. RECTANGULAR PLASTIC VALVE BOX EXTENSION AS REQUIRED 9. COMMON BRICK SUPPORTS (4 REQUIRED) 10. WATER PROOF WIRE CONNECTORS (2 REQUIRED) 11. #14 UF WIRES TO CONTROLLER (COLOR CODED) 12. I.D. TAG WITH STATION NUMBER PRINTED ON IT (CHRISTY'S #ID-STD-Y1) 13. SCH 40 PVC ELL (VALVE SIZE) 14. MAINLINE PIPING PER IRRIGATION LEGEND (VALVE SIZE) 15. SCH 40 PVC TEE (OUTLET TO BE VALVE SIZE) 16. MAINLINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) 17. FILL BASE OF BOX WITH PEA GRAVEL 18. NATIVE SOIL 19. SCH 80 PVC THREADED NIPPLE (3") 20. BALL VALVE PER IRRIGATION LEGEND (SAME SIZE AS RCV) * 2" IN SHRUB AREAS SECTION / ELEVATION 4"4" 4" * 678912 32 201918171615 18" 14 A2 13 4 5 1011 1. REMOTE CONTROL VALVE PER LEGEND 2. RECTANGULAR JUMBO PLASTIC VALVE BOX WITH LOCKING LID (NDS PRO-SPEC SERIES) HEAT BRAND STATION NUMBER AND "DZ" ON LID IN 2" HIGH BLOCK LETTERS 3. I.D. TAG WITH STATION NUMBER PRINTED ON IT (CHRISTY'S #ID-STD-Y1) 4. SCH 80 PVC BALL VALVE 5. SCH 80 PVC CLOSE NIPPLE 6. FINISH GRADE 7. NATIVE SOIL 8. SCH 40 PVC FEMALE ADAPTER 9. PVC PIPING TO SYSTEM (CONNECT AND ADAPT AS NECESSARY) 10. RECTANGULAR PLASTIC VALVE BOX EXTENSION AS REQUIRED 11. REGULATING FILTER PER LEGEND 12. FILL BASE OF BOX WITH PEA GRAVEL 13. COMMON BRICK SUPPORTS (4 REQUIRED) 14. MAINLINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) 15. SCH 40 PVC MAINLINE FITTING WITH 1" OUTLET 16. 1" SCH 40 PVC MAINLINE PIPING (LENGTH AS REQUIRED) 17. 1" SCH 40 PVC ELL 18. SCH 40 PVC MALE ADAPTER 19. #14 UF WIRES TO CONTROLLER (COLOR CODED) 20. WATERPROOF WIRE CONNECTOR (2 REQUIRED) * 2" IN SHRUB AREAS 1 WALL 1234 1. AUTOMATIC CONTROLLER PER LEGEND - MOUNT TO WALL PER MANUFACTURER'S DIRECTIONS 2. ELECTRICAL JUNCTION BOX FOR 115V AC POWER CONNECTION 3. 1/2" CONDUIT WITH 115V AC POWER WIRES TO POWER SOURCE 4. SCH 40 PVC CONDUIT FOR CONTROL WIRES 5. SECURE ALL CONDUITS TO WALL WITH "C" CLAMP IN A MINIMUM OF TWO PLACES (TYP) 6. FINISH SURFACE / FINISH GRADE 7. WALL 5 FRONT VIEW SIDE VIEW 4'-5' 7 18" 6 24" SECTION / ELEVATION 1. LOW VOLTAGE WIRES - 3 MAXIMUM 2. WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE 3. CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE 4. POLY TUBE PRE-FILLED WITH WATERPROOF GEL 5. LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED 6. SCOTCHLOK ELECTRICAL SPRING CONNECTOR - WIRES SHALL BE PRE-STRIPPED OF 1/2" OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECTOR - TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY INSERT SCOTCHLOK CONNECTOR AND WIRES INTO TUBE UNTIL THE CONNECTOR PASSES THE LOCK TABS. NOTES: WIRE CONNECTOR SHALL BE A 3M DBY DIRECT BURY SPLICE KIT. KIT SHALL INCLUDE A SCOTCHLOK SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PRE-FILLED WITH GEL. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3 #14 OR 2 #12 PRE-STRIPPED COPPER WIRES. LARGER OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTOR. SECTION / ELEVATION 564321 12" PLAN VIEW1. FINISH GRADE OF MULCH LAYER 2. MULCH TOP DRESSING PER PLANTING PLAN 3. FINISH GRADE 4. NATIVE SOIL / BACKFILL PER SPECIFICATIONS 5. 4" POP-UP HEAD & BUBBLER NOZZLE PER LEGEND 6. 1/2" MARLEX STREET ELL 7. 1/2" SCH 40 PVC STREET ELL TxT 8. 1/2" x 12" MIN. SCH 80 PVC THREADED NIPPLE 9. 1/2" MARLEX STREET ELL 10. SCH 40 PVC LATERAL LINE FITTING WITH 1/2" FEMALE THREADED OUTLET 11. LATERAL LINE PIPING PER LEGEND 12. DEPTH OF MULCH PER PLANTING PLAN OR SPECIFICATIONS 13. TREE STAKE PER PLANTING PLAN 14. TRUNK OF TREE 15. ROOT BALL SECTION / ELEVATION 5151013 1114 1 12 2345678 10 9 11 NOTES: LOCATE TREE BUBBLERS ON OPPOSITE SIDES OF THE PLANT ADJACENT TO THE ROOTBALL. LOCATE BUBBLERS AND ROUTE PIPING TO AVOID TREE STAKES AND DAMAGE TO ROOTBALL. USE TEFLON TAPE ON ALL PVC TO PVC CONNECTIONS; NO PIPE DOPE ALLOWED. J FVFV 1. MANUAL FLUSH VALVE / OPERATION INDICATOR PLUMBED TO FLUSH MANIFOLD AT LOW POINT AND AT ALL END POINTS 2. PVC EXHAUST HEADER PER IRRIGATION LEGEND 3. PVC FLUSH MANIFOLD TO TUBING CONNECTION - TUBING TO MALE ADAPTER 4. PVC LATERAL LINE FROM DRIP ZONE VALVE PER IRRIGATION LEGEND 5. PVC SUPPLY HEADER PER IRRIGATION LEGEND 6. PVC SUPPLY HEADER TO TUBING CONNECTION - TYPICAL 7. DRIP LINE TUBING PER IRRIGATION LEGEND 8. PERIMETER LATERALS APPROXIMATELY 4" FROM PLANTER EDGE 9. AREA PERIMETER NOTES: THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE SHALL NOT EXCEED THE MAXIMUM RUN LENGTH RECOMMENDED BY THE MANUFACTURER. REFER TO THE MANUFACTURER'S GUIDELINES AND INSTALLATION DETAILS FOR THE INSTALLATION OF ALL DRIP LINE SYSTEMS. QUANTITY AND LOCATION OF ALL FLUSH VALVES AND AIR RELEASE VALVES SHALL MEET THE MANUFACTURER'S GUIDELINES. 2 1 567891234 PLAN VIEW LAYOUT OUT EMITTERS IN TRIANGULAR PATTERN 1. HUNTER SOLAR SYNC ET MANAGEMENT SYSTEM - MOUNT IN FULL SUN LIGHT AND EXPOSURE TO RAIN, BUT NOT SPRINKLERS 2. MOUNT TO WALL, OR EAVE, ETC. PER THE MANUFACTURER'S DIRECTIONS 3. RUN LEAD WIRES TO SOLAR SYNC MODULE LOCATED AT CONTROLLER - MAXIMUM WIRE RUN TO BE 200' 123 NOTES: A. INSTALL, MOUNT, AND WIRE THE SOLAR SYNC PER THE MANUFACTURER'S DIRECTIONS. B. FINAL SOLAR SYNC LOCATION TO BE DETERMINED IN THE FIELD AND APPROVED BY THE OWNER. C. FINAL SOLAR SYNC LOCATION SHALL BE IN A LOW VISIBILITY AREA WITH MAXIMUM VANDAL RESISTANCE. D. FOR MOST ACCURATE TEMPERATURE SENSING, LOCATE THE SOLAR SYNC SO THAT IT IS EXPOSED TO SUN AS MUCH AS POSSIBLE. E. THE SOLAR SYNC HAS AN INTEGRATED BRACKET FOR MOUNTING. USE ANY COMBINATION OF ADAPTERS / FITTINGS AS MAY BE REQUIRED TO MOUNT IN THE SPECIFIC LOCATION FOR THIS SITE. F. ALL WIRING FROM THE STATION TO THE CONTROLLER SHALL BE IN CONDUIT. G. FOR WIRELESS SENSOR, THE REFERENCES TO HARD-WIRING WILL NOT BE APPLICABLE. N DRIP LINE SYSTEM - FLUSH VALVE ASSEMBLY Q M DRIP LINE SYSTEM - TUBING BURIED SLEEVING P TRENCHING ELEVATION SECTION123564 7 123564 7 1. FINISH GRADE OF MULCH LAYER 2. MULCH TOP DRESSING PER PLANTING PLAN 3. POLY TUBING PER IRRIGATION LEGEND 4. FINISH GRADE 5. STEEL TUBING-SOIL STAPLE (RAIN BIRD OR APPROVED EQUAL) 6. NATIVE SOIL 7. DEPTH OF MULCH PER PLANTING PLAN OR SPECIFICATIONS NOTES: LOCATE STAPLES ALONG TUBING AT ABOUT 5' O.C. AND AT ALL FITTINGS (TEES, ELLS, ETC.) AND CHANGES IN DIRECTION OF TUBING. BURY TUBING PER THE IRRIGATION PLAN / NOTES. 2"-3" 12" 1" 1. 'GPH IRRIGATION' GDFN FLUSH VALVE / INDICATOR 2. MULCH LAYER PER PLANTING PLAN 3. FINISH GRADE 4. NATIVE SOIL / BACKFILL PER SPECIFICATIONS 5. HUNTER PROS-12-CV HI-POP SPRAY HEAD BODY 6. FLUSH HEADER PIPING PER LEGEND 7. 1/2" MARLEX STREET ELL 8. FLUSH HEADER FITTING WITH 1/2" FEMALE THREADED OUTLET - ADAPT AS NECESSARY 9. 1/2"x12" MIN. SCH 80 PVC THREADED NIPPLE 10. 1/2" SCH 40 PVC STREET ELL TxT 345679107 SECTION / ELEVATION NOTES: USE TEFLON TAPE ON ALL PVC TO PVC CONNECTIONS; NO PIPE DOPE ALLOWED. ADAPT TO DRIP SYSTEM AS REQUIRED (POLY OR PVC). ONLY USE BOTTOM INLET OF SPRINKLER HEAD. IF POSSIBLE, LOCATE FLUSH / INDICATOR ASSEMBLY IN AREA WITH EASY ACCESS FOR MAINTENANCE. 812 123456 6" 1. FINISH GRADE 2. CLEAN BACKFILL WITH ALL ROCKS 1" OR LARGER REMOVED - 90% COMPACTION REQUIRED - SEE SPECS 3. NON-PRESSURE LATERAL LINE PER LEGEND (SNAKE IN TRENCH) 4. PRESSURE MAINLINE PER LEGEND (SNAKE IN TRENCH) 5. CONTROL WIRES - INSTALL BELOW PRESSURE MAINLINE 6. UNDISTURBED NATIVE SOIL NOTES: BUNDLE AND TAPE WIRES AT 10' O.C. PIGTAIL AND LOOP WIRES AT ALL CHANGES IN DIRECTION. SPLICING OF WIRE RUNS IS NOT PERMITTED WITHOUT PRIOR APPROVAL FROM OWNER AND LANDSCAPE ARCHITECT. RUN CONTROL WIRES IN SAME TRENCH AS MAINLINE WHERE POSSIBLE. 18" * 6" 6"
12" * 6" MIN 6" MIN 12345 SECTION / ELEVATION 6 1. HARDSCAPING AND AGGREGATE (TYPICAL) 2. CLEAN SAND BACKFILL - COMPACT TO MATCH DENSITY OF NATIVE SOIL 3. LATERAL LINE IN SCH 40 PVC SLEEVE 4. PRESSURE MAINLINE IN SCH 40 PVC SLEEVE 5. CONTROL WIRES IN SCH 40 PVC SLEEVE 6. UNDISTURBED NATIVE SOIL NOTES: SIZE ALL SLEEVES PER THE IRRIGATION PLANS. EXTEND SLEEVES 6" MINIMUM BEYOND EDGE OF HARDSCAPE (AT EACH END) INTO THE PLANTING AREAS. * SLEEVING UNDER ALL VEHICULAR ACCESS WAYS TO HAVE 36" MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. 6" 6" 6" 12" *
18" * O DRIP LINE SYSTEM - AIR RELEASE VALVE 3" 1234 * 56789 12" 12" 1. FINISH GRADE 2. 6" ROUND PLASTIC VALVE BOX WITH SNAP-ON LID (NDS PRO-SPEC SERIES) HEAT BRAND "AR" ON LID IN 2" HIGH BLOCK LETTERS 3. AIR RELEASE VALVE (RAIN BIRD ARV-050 OR APPROVED EQUAL) 4. 1/2" SCH 40 PVC THREADED COUPLER 5. NATIVE SOIL 6. COMMON BRICK SUPPORTS (2 REQUIRED) 7. 1/2" SCH 80 PVC NIPPLE (LENGTH AS REQUIRED) 8. LATERAL LINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) 9. SCH 40 PVC TEE SxSxT WITH 1/2" THREADED OUTLET 10. FILL BASE WITH 1 CUBIC FOOT OF PEA GRAVEL * 2" IN SHRUB AREAS +/- 12" 10 SECTION / ELEVATION 12" 12" 12"
12" A2 RECTANGULAR VALVE BOX, TYPICAL RCV A1 RCV QCV
12"
QUICK COUPLING VALVE BOX, TYP.STAINLESS STEEL BOLT, WASHER AND NUT TO SECURE BOX LID, TYPICAL HEAT BRAND LETTERS AND NUMBERS NUT TO SECURE BOX LID, TYPICAL STAINLESS STEEL BOLT, WASHER AND PAVING EDGE, TYPICAL BV NOTES: 1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE VALVE MAINTENANCE. 2. INSTALL VALVE BOXES IN SHRUB AND GROUND-COVER AREAS WHERE POSSIBLE. 3. INSTALL VALVE BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO PAVING EDGES. 4. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOXES. 5. DRIP RCV AND WYE STRAINER BOXES IN THE SAME ORIENTATION AS THE BALL VALVE BOX. R TYPICAL VALVE BOX LAYOUT SECTION VIEW - N.T.S. SECTION / ELEVATION DRIP LINE IRRIGATION 1. DRIP LINE TUBING IS SHOWN ON THE PLANS IN THE SUGGESTED LAYOUT. CONTRACTOR SHALL ADJUST LAYOUT AS DETERMINED NECESSARY IN THE FIELD TO MATCH THE ACTUAL SITE CONDITIONS, DIMENSIONS, ETC. 2. ALL DRIP LINE SYSTEMS SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS AND DIRECTIONS. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO SOIL TYPE CONSIDERATION, PLANT TYPE

CONSIDERATION, SLOPES, TYPICAL TUBING LAYOUT, SUPPLY HEADERS, FLUSH HEADERS, AIR-RELEASE VALVES, FLUSH VALVES, SOIL STAPLES, AND OPERATION INDICATORS, ETC. 3. EACH DRIP LINE SYSTEM SHALL HAVE A DRIP ZONE VALVE ASSEMBLY THAT INCLUDES A PRESSURE REGULATOR AND IN-LINE FILTER PER THE IRRIGATION LEGEND. 4. EXTEND PVC LATERAL LINE PIPING PER IRRIGATION LEGEND FROM THE DRIP ZONE VALVE INTO THE PLANTING AREAS. ALL SUPPLY HEADERS AND FLUSH HEADERS SHALL BE PVC PIPING OR DRIP LINE TUBING AS SPECIFIED ON THE DRAWINGS. 5. CONNECT THE DRIP LINE TUBING INTO THE PVC / POLY TUBING HEADERS PER THE MANUFACTURER'S DIRECTIONS, USING FITTINGS AS SUPPLIED BY THE MANUFACTURER OF THE DRIP LINE TUBING. 6. DRIP LINE TUBING RUNS SHALL BE SPACED AT APPROXIMATELY 16" OR 12" O.C. OR AS NOTED ON THE PLANS. 7. TUBING SHALL RUN GENERALLY PARALLEL TO THE LONG AXIS OF THE PLANTING AREAS. THE EXCEPTION TO THIS WOULD BE SLOPED AREAS WHERE THE TUBING SHALL RUN PARALLEL TO THE SLOPE CONTOURS. 8. FLUSH VALVES SHALL BE INSTALLED A THE TERMINAL ENDS AND/OR LOW POINTS OF ZONES IN ALL DIRECTIONS. AIR RELEASE VALVES, WHERE REQUIRED FOR BURIED SYSTEMS, SHALL BE INSTALLED AT THE HIGH POINTS OF EACH ZONE. REFER TO THE MANUFACTURER'S DIRECTIONS FOR THE QUANTITY OF FLUSH VALVES AND AIR-RELEASE VALVES RECOMMENDED FOR EACH ZONE. 9. DRIP LINE TUBING SHALL BE SCRATCHED INTO FINISH GRADE, BURIED 2"-3", STAPLED DOWN, AND COVERED WITH MULCH PER THE PLANTING PLAN. 10. EACH DRIP LINE ZONE SHALL INCLUDE AN OPERATION INDICATOR. THE OPERATION INDICATOR SHALL BE INSTALL AT THE FARTHEST POINT AWAY FROM THE ZONE DRIP VALVE ASSEMBLY. 11. ALL FITTINGS USED FOR DRIP LINE TUBING CONNECTIONS AND DRIP LINE TUBING TO PVC CONNECTIONS SHALL BE AS PRODUCED AND SUPPLIED BY THE MANUFACTURER OF THE DRIP LINE TUBING.

TREE LEGENDSYMBOL ABBR BOTANICAL NAME COMMON NAME SIZE WUCOLS NOTES MYR CAL MYRICA CALIFORNICA PACIFIC WAX MYRTLE 24" BOX LOW STANDARD FORM WAS FIL WASHINGTONIA FILIFERA CALIFORNIA FAN PALM DBHTBD LOW SINGLETRUNK (E) PALM - - - - EXISTING PALMS TO REMAIN. PROTECT IN PLACE. SYMBOL ABBR BOTANICAL NAME COMMON NAME SIZE SPACING WUCOLS NOTES DETAIL FES GLA FESTUCA GLAUCA BLUE FESCUE 5 GAL 12" O.C. LOW FULL SUN 2,4/L3.51 JUN PAT JUNCUS PATENS CALIFORNIA GRAYRUSH 1GAL 18"O.C LOW SUN OR SHADE 2,4/L3.51 SUC MIX AEONIUM VARIETY AEONIUM 1GAL 12" O.C. LOW FULL SUN DUDLEYA BRITTONII GIANT CHALK DUDLEYA 1GAL 12" O.C. LOW FULL SUN SENECIO SERPENS BLUE CHALKSTICKS FLAT 12" O.C. LOW FULL SUN GRA CRUSHED GRAVEL CRUSHED GRAVEL 38" N/A MOVABLE PLANTER SCHEDLE KEY PLANTER LAYOUT MODEL / MANUFACTURER COLOR / FINISH SIZE IRRIGATION WUCOLS DETAIL P-1 PLANTER ORE HIGH RECTANGLES MODEL NUMBER: 1110 COLOR: TBD FINISH: POWDERCOATED ALUMINUM 60"LX20"WX24"H SELF-IRRIGATION SYSTEM MODEL NUMBER: CWM-R1620-2K IN LIN CONFIGURATION A: LOW B: LOW E: MODERATE P-2 NOT IN USE P-3 PLANTER ORE CUBE MODEL NUMBER: 1002 COLOR: TBD FINISH: POWDERCOATED ALUMINUM 27"L X 27"W X 28"H SELF-IRRIGATION SYSTEM MODEL NUMBER: CWM-R1114-2K IN ADJ CONFIGURATION B:LOW C:MODERATE P-4 PLANTER ORE CUBE MODEL NUMBER: 1000 COLOR: TBD FINISH: POWDERCOATED ALUMINUM 17"L X 17"W X 18"H SELF-IRRIGATION SYSTEM MODEL NUMBER: CWC-R1100 D:LOW BB BAAA BB B (3)5GAL LOMANDRA LONGIFOLIA 'BREEZE' (3)1GAL AEONIUM ARBOREUM C CB B B B B B D D D D (6)1GAL AEONIUM ARBOREUM (2)5GAL RUSSELIA EQUISETIFORMIS 'CORAL FOUNTAIN' (4)5GAL BOUTELOUA GRACILIS 'BLONDE AMBITION' 'BLUE GRAMA' E (2)1GAL DICHONDRA ARGENTEA 'SILVER FALLS' E VINE LEGEND SYMBOL ABBR BOTANICAL NAME COMMON NAME SIZE SPACING WUCOLS NOTES DETAIL TBD VINE TBD VINE TBD PER PLAN SHRUB LEGEND SYMBOL ABBR BOTANICAL NAME COMMON NAME SIZE SPACING WUCOLS MATURE SIZE FRA CAL FRAGULA CALIFORNICA 'EVE CASE' EVE CASE COFFEEBERRY 15 GAL. 4'O.C LOW 6'-8' H 6'-8' W HET ARB HETEROMELES ARBUTIFOLIA TOYON 15 GAL. 4'O.C LOW 6'-10' H 6'W WES FRU WESTRINGIA FRUICOSA GREY BOX DWARF COAST ROSEMARY 15 GAL. 2'O.C LOW 2'-3' H 2'-3' W WES WYN WESTRINGIA 'WYNYABBIE GEM' COAST ROSEMARY 15 GAL. 3' O.C LOW 6'-8' H 4'-6' W PLANTING NOTES: 1. THE CONTRACTOR SHALL REVIEW ALL UTILITY PLANS AND UTILITY LOCATIONS IN THE FIELD AND SHALL NOTIFY THE LANDSCAPE ARCHITECT IF CONFLICTS WITH PLANT MATERIAL LOCATIONS EXIST. 2. IF CONFLICTS ARISE BETWEEN THE SIZE OF AREAS AND THE PLANS, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE LANDSCAPE ARCHITECT WILL RESULT IN THE CONTRACTOR'S LIABILITY TO RELOCATE SUCH MATERIALS. THE CONTRACTOR SHALL VERIFY EXACT QUANTITIES OF PLANT MATERIAL NECESSARY, BASED ON EXISTING CONDITIONS AND EXISTING PLANT COVERAGE. 3. ALL TREES SHALL BE LOCATED AT THEIR NURSERY SOURCES 4. TREES SHALL BE TAGGED BY THE CONTRACTOR AND REVIEWED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING OPERATIONS. 5. PLANT MATERIAL SHALL BE GUARANTEED TO BE AVAILABLE AND MEET OR EXCEED REQUIRED SPECIFICATIONS ON ESTIMATED DATE OF START OF PLANTING. 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH PLANT MATERIAL FREE OF PESTS OR PLANT DISEASES. 7. ANY PLANT MATERIAL DEEMED NOT AVAILABLE BY THE CONTRACTOR SHALL BE NOTED IN THE BID AS A CONDITION OF THE BID. FAILURE TO QUALIFY AVAILABILITY OF THE SPECIFIED PLANT MATERIAL SHALL MAKE THE CONTRACTOR RESPONSIBLE FOR SUPPLYING ALL MATERIALS. 8. ALL PLANT MATERIAL SHALL BE APPROVED ON SITE BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 9. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT OR OWNER. 10. MULTI-TRUNK INDICATES (3) TRUNKS MIN., BRANCHED FROM BASE OF TREE. 11. ALL GROUND COVER SHALL BE APPLIED IN ALL PLANTING AREAS INDICATED ON PLANS, AS WELL AS UNDER SHRUBS. GROUNDCOVER KEY INDICATIONS ARE SHOWN IN LEGEND. 12. GROUNDCOVERS SHALL BE TRIANGULARLY SPACED. 13. ALL PLANT MATERIALS WITHIN THE RIGHT OF WAY SHALL BE PLANTED TO CONFORM TO GOVERNING AGENCY STANDARDS. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL PLANTS AS REQUIRED TO MEET ON-CENTER SPACING AS NOTED IN THE PLANT LEGEND. 15. CONTRACTOR TO ASSURE ALL PLANTING AREAS ARE WEED-FREE PRIOR TO INSTALLATION. IF A PRE-EMERGENT AGENT IS USED IN PLANTING AREAS, CONTRACTOR TO ALLOW PRODUCT MFG RECOMMENDED TIME TO ELAPSE, PRIOR TO PLANTING. 16. A MINIMUM 3" LAYER OF CLEAN BARK MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT TURF AREAS, CREEPING OR ROOTING GROUNDCOVERS, AREAS THAT HAVE MORE THAN A 1.5:1 SLOPE OR DIRECT SEEDING APPLICATIONS WHERE MULCH IS CONTRAINDICATED. MULCH TO BE 2"-3" SIZE. KEEP ALL MULCH AWAY FROM CROWN OF PLANTS AND TREES. REFER TO PLANTING DETAILS. 17. ALL PLANT SPECIES WILL BE LOCAL ADAPTIVE, NATIVE OR NON-INVASIVE. 18. ALL PLANTING AREAS TO BE AMENDED WITH WEED-FREE ORGANIC COMPOST TO A DEPTH OF 6" MIN. 19. FOR SOILS LESS THAN 6% ORGANIC MATTER IN THE TOP 6" OF SOIL, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA. MATERIAL SHALL BE INCORPORATED TO A DEPTH OF 6" IN THE SOIL. 20. ANY CHANGES (TYPE, SIZE, LOCATION) TO APPROVED STORMWATER BEST MANAGEMENT PRACTICE(S) (BMPS) MUST OBTAIN WRITTEN APPROVAL FROM LOS ANGELES DEPARTMENT OF PUBLIC WORKS, BUREAU OF SANITATION OR GOVERNING AGENCY HAVING JURISDICTION, PRIOR TO CONSTRUCTION OF BMP(S). 5 / 31 / 2024 SALT LANDSCAPE ARCHITECTS 423 GIN LING WAY LOS ANGELES, CA 90012 T 213.234.0057 F 323.210.7044 SALT-LA.COM Project No.:

Drawn By:

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Key Plan: Consultants: Issued For: Architect: 8633 WILSHIRE SKIDMORE, OWINGS & MERRILL LLP 333 SOUTH GRAND AVE, SUITE 3600 LOS ANGELES, CA 90071 IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0 3/15/2023 12:05:19 PM JK-220570 8633 WILSHIRE BLVD BEVERLY HILLS, CA 90211 No.: Description: Date: 100% SCHEMATIC DESIGN 11/19/2021 CUP REVIEW DRAWINGS 03/04/2022 CUP/ ZTA SET 06/10/2022 50% DD 06/24/2022 100% DD 07/29/2022 50% CD 10/21/2022 75% CD DRAFT 11/18/2022 75% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT RESPONSES 2 12/09/2022 2 CUP/ ZTA SET - COMMENT RESPONSES 3 01/20/2023 3 75% CD - PLAN CHECK COMMENT RESPONSES 03/31/2023 NOT FOR CONSTRUCTION PLANTING LEGENDS & NOTESL3.00 UP CARSON RD. WILSHIRE BLVD. PROPERTY LINE PROPERTY LINE PROPERTY LINE PALM (E) FIL WAS CAL MYR PAT JUC PAT JUN PAT JUN 5 / 31 / 2024 SALT LANDSCAPE ARCHITECTS 423 GIN LING WAY LOS ANGELES, CA 90012 T 213.234.0057 F 323.210.7044 SALT-LA.COM Project No.:

Drawn By:

Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature:

Key Plan: Consultants: Issued For: Architect: 8633 WILSHIRE SKIDMORE, OWINGS & MERRILL LLP 333 SOUTH GRAND AVE, SUITE 3600 LOS ANGELES, CA 90071 IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0 3/15/2023 12:05:19 PM JK-220570 8633 WILSHIRE BLVD BEVERLY HILLS, CA 90211 No.: Description: Date: 100% SCHEMATIC DESIGN 11/19/2021 CUP REVIEW DRAWINGS 03/04/2022 CUP/ ZTA SET 06/10/2022 50% DD 06/24/2022 100% DD 07/29/2022 50% CD 10/21/2022 75% CD DRAFT 11/18/2022 75% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT RESPONSES 2 12/09/2022 2 CUP/ ZTA SET - COMMENT RESPONSES 3 01/20/2023 3 75% CD - PLAN CHECK COMMENT RESPONSES 03/31/2023 NOT FOR CONSTRUCTION PLANTING PLAN - L1L3.11 UP CARSON RD. WILSHIRE BLVD. PROPERTY LINE PROPERTY LINE PROPERTY LINE P3P4 P4P3 5 / 31 / 2024 SALT LANDSCAPE ARCHITECTS 423 GIN LING WAY LOS ANGELES, CA 90012 T 213.234.0057 F 323.210.7044 SALT-LA.COM Project No.:

Drawn By:

Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature:

Key Plan: Consultants: Issued For: Architect: 8633 WILSHIRE SKIDMORE, OWINGS & MERRILL LLP 333 SOUTH GRAND AVE, SUITE 3600 LOS ANGELES, CA 90071 IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0 3/15/2023 12:05:19 PM JK-220570 8633 WILSHIRE BLVD BEVERLY HILLS, CA 90211 No.: Description: Date: 100% SCHEMATIC DESIGN 11/19/2021 CUP REVIEW DRAWINGS 03/04/2022 CUP/ ZTA SET 06/10/2022 50% DD 06/24/2022 100% DD 07/29/2022 50% CD 10/21/2022 75% CD DRAFT 11/18/2022 75% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT RESPONSES 2 12/09/2022 2 CUP/ ZTA SET - COMMENT RESPONSES 3 01/20/2023 3 75% CD - PLAN CHECK COMMENT RESPONSES 03/31/2023 NOT FOR CONSTRUCTION PLANTING PLAN - L2L3.12 Xref ../Working/8633-SITE BASE.dwg CARSON RD. PROPERTY LINE PROPERTY LINE PROPERTY LINE P3P4 P4P3 FRU WES WYN WES 5 / 31 / 2024 SALT LANDSCAPE ARCHITECTS 423 GIN LING WAY LOS ANGELES, CA 90012 T 213.234.0057 F 323.210.7044 SALT-LA.COM Project No.:

Drawn By:

Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature:

Key Plan: Consultants: Issued For: Architect: 8633 WILSHIRE SKIDMORE, OWINGS & MERRILL LLP 333 SOUTH GRAND AVE, SUITE 3600 LOS ANGELES, CA 90071 IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0 3/15/2023 12:05:19 PM JK-220570 8633 WILSHIRE BLVD BEVERLY HILLS, CA 90211 No.: Description: Date: 100% SCHEMATIC DESIGN 11/19/2021 CUP REVIEW DRAWINGS 03/04/2022 CUP/ ZTA SET 06/10/2022 50% DD 06/24/2022 100% DD 07/29/2022 50% CD 10/21/2022 75% CD DRAFT 11/18/2022 75% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT RESPONSES 2 12/09/2022 2 CUP/ ZTA SET - COMMENT RESPONSES 3 01/20/2023 3 75% CD - PLAN CHECK COMMENT RESPONSES 03/31/2023 NOT FOR CONSTRUCTION PLANTING PLAN - L3L3.13 WILSHIRE BLVD. PROPERTY LINE PROPERTY LINE
PROPERTY LINE P1 ARB HET TBD GLA FES TBD GLA FES P1 P1 P1 P1 MIX SUC GRA CAL FRA 5 / 31 / 2024 SALT LANDSCAPE ARCHITECTS 423 GIN LING WAY LOS ANGELES, CA 90012 T 213.234.0057 F 323.210.7044 SALT-LA.COM Project No.:

Drawn By:

Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature:

Key Plan: Consultants: Issued For: Architect: 8633 WILSHIRE SKIDMORE, OWINGS & MERRILL LLP 333 SOUTH GRAND AVE, SUITE 3600 LOS ANGELES, CA 90071 IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0 3/15/2023 12:05:19 PM JK-220570 8633 WILSHIRE BLVD BEVERLY HILLS, CA 90211 No.: Description: Date: 100% SCHEMATIC DESIGN 11/19/2021 CUP REVIEW DRAWINGS 03/04/2022 CUP/ ZTA SET 06/10/2022 50% DD 06/24/2022 100% DD 07/29/2022 50% CD 10/21/2022 75% CD DRAFT 11/18/2022 75% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT RESPONSES 2 12/09/2022 2 CUP/ ZTA SET - COMMENT RESPONSES 3 01/20/2023 3 75% CD - PLAN CHECK COMMENT RESPONSES 03/31/2023 NOT FOR CONSTRUCTION PLANTING PLAN - L4L3.14 3 5 2 5 / 31 / 2024 SALT LANDSCAPE ARCHITECTS 423 GIN LING WAY LOS ANGELES, CA 90012 T 213.234.0057 F 323.210.7044 SALT-LA.COM Project No.:

Drawn By:

Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature:

Key Plan: Consultants: Issued For: Architect: 8633 WILSHIRE SKIDMORE, OWINGS & MERRILL LLP 333 SOUTH GRAND AVE, SUITE 3600 LOS ANGELES, CA 90071 IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0 3/15/2023 12:05:19 PM JK-220570 8633 WILSHIRE BLVD BEVERLY HILLS, CA 90211 No.: Description: Date: 100% SCHEMATIC DESIGN 11/19/2021 CUP REVIEW DRAWINGS 03/04/2022 CUP/ ZTA SET 06/10/2022 50% DD 06/24/2022 100% DD 07/29/2022 50% CD 10/21/2022 75% CD DRAFT 11/18/2022 75% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT RESPONSES 2 12/09/2022 2 CUP/ ZTA SET - COMMENT RESPONSES 3 01/20/2023 3 75% CD - PLAN CHECK COMMENT RESPONSES 03/31/2023 NOT FOR CONSTRUCTION PLANTING DETAILSL3.51 4 1 LEGEND 1. SHRUB. 2. HOLD MULCH BACK FROM CROWN OF PLANT. 3. MULCH 3" DEPTH. 4. WATER BASIN: 3" HT. 5. ROOTBALL: TOP 2" ABOVE FINISHED GRADE. 6. FERTILIZER TABLET 7. AMENDED BACKFILL PER AGRONOMY REPORT. 8. SITE SOIL 9. ROOTBALL DEPTH SCALE: 1"=1'-0" SHRUB PLANTING 2 X ROOTBALL WIDTH. 1 2 4 5 6 -9 3 78 SCALE: N.T.S. SHRUB PLANTING OVER STRUCTURE 3

ROOTBALL
DEPTH 2 X ROOTBALL LEGEND WIDTH 1. SHRUB. 2. MULCH. SEE SPECS. 3. 3" HT. WATERING BASIN. 4. BACKFILL MIX. SEE SPECS. 5. PLANT TABLET/ MYCORRHIZAL FUNG PACKS. SEE SPECS. 6. ROOTBALL. SET TOP OF ROOTBALL 2" ABOVE F.G. 7. LIGHT WEIGHT SOIL MIX, SEE SPECS. 8. IRRIGATION LINE TO BE CONCEALED, REFER TO IRRIGATION DWGS. 2 5 7 4 1 8 LEGEND 1. SUCCULENT. 2. 3" LAYER OF MULCH. 3. FINISH GRADE. 4. AMENDED BACKFILL. REFER TO AGRONOMY SOILS REPORT. 5. ROOTBALL: 2" ABOVE FINISHED GRADE 6. FILTER FABRIC. 7. 3" LAYER CRUSHED ROCK 8. 2X ROOTBALL WIDTH 9. 1.5 X ROOTBALL DEPTH. SCALE: 1"=1'-0" SUCCULENT SHRUB PLANTING 3" 2" - - 1234 5 67 8 9 LEGEND 1. SHRUB/GROUNDCOVER - TRIANGULATED ROWS. 2. GROUNDCOVER-TRIANGULATED ROWS. 3. MULCH. 4. O.C. SPACING FROM PLANT LEGEND. 5. 25" MIN UNLESS NOTED OTHERWISE. 6. HARDSCAPE ELEMENT-CURB, SIDEWALK, WALL, ETC. 1 SCALE: 1"=1'-0" SHRUB AND GROUNDCOVER SPACING - - - - 3 2 5 - - 4 4 4 8 6 4 . 13 458 9 . 7 . LEGEND 1. FAN STALKS TO BE TIED AND PROTECTED DURING SHIPMENT. UNTIE FRONDS AFTER 30 DAYS OR AS DIRECTED BY CERTIFIED ARBORIST OR LANDSCAPE ARCHITECT. 2. TRUNK HEIGHT: MEASURED FROM ORIGINAL GRADE LEVEL AT BASE OF TRUNK TO TERMINAL BUD AT BASE OF FAN STALKS. TRUNK TO BE CLEAN, STRAIGHT, AND FREE OF SCARS, OR ROT. SET TRUNK VERTICAL. 3. PLANT BASE OF TREE 12" BELOW FINISH GRADE. 4. FINISH GRADE. 5. SITE SOIL. 6. ROOTBALL. PROTECT DURING SHIPMENT. ROOTBALL TO BE MINIMUM SIZE OF 3' X 3' X 4' DEEP. 7. 6" MINIMUM. 8. BACKFILL: WASHED COARSE, CONCRETE SAND. DO NOT USE EARTH OR OTHER TYPES OF SAND. 9. DRAINAGE SUMP: 12" DIAMETER X 6' DEEP SAND-FILLED SUMP. 10. PROVIDE ONE SUMP IN EACH PIT. SCALE: 1"=1'-0" FAN PALM PLANTING -2 7 6 7 M
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PROPERTY LINE
(E) WASHINGTONIA FILIFERA (CA FAN PALM) TREESPALM TREES AND PLANTER,PROTECT IN PLACE

SELECTIVE DEMO
(E) SIDEWALK PAVEMENT, PLANTERS AND PALM TREES
(E) APPROXIMATE LOCATION

OF ADJACENT BUILDING
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(E) APPROXIMATE LOCATION

OF ADJACENT BUILDING
USE: COMMERCIAL
(E) APPROXIMATE LOCATION

OF ADJACENT BUILDING
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USE: COMMERCIAL
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AND PLANTERS ALONG CARSON, TO BE REMOVED
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FOOTPRINT = 6,877 SF
BUILDING HEIGHT = APPROX. 25'- 0"

PROPERTY LINE
DEMO
(E) PARKING LOT PAVEMENT,
FENCES & LIGHT POLE 4
Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0
5/1/2023 12:36:31 AM 1/8" = 1'-0" Author Checker 220570

SITE DEMOLITIONPLAN
A1.01
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211
No.: Description: Date:

CUP/ ZTA SET 06/10/202250% DD 06/24/2022100% DD 07/29/2022CUP/ ZTA SET - COMMENTRESPONSES 09/27/2022
50% CD 10/21/202275% CD DRAFT 11/18/202275% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
SCALE: 1/8" = 1'-0"
SITE DEMOLITION PLAN 01
GENERAL NOTES:1. DEMOLITION PLAN IS SHOWN FOR REFERENCE ONLY. DEMOLITION SCOPE IS BY OTHERS AND UNDER A SEPARATE PERMIT.

2. REMOVAL OF CITY TREES REQUIRES REVIEW AND APPROVAL FROM THE CITY ARBORIST.

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Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
1/8" = 1'-0"
AuthorChecker
220570

SITE PLAN
A1.02
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211
No.: Description: Date:

CUP REVIEW DRAWINGS 03/04/2022CUP/ ZTA SET 06/10/202250% DD 06/24/2022100% DD 07/29/2022CUP/ ZTA SET - COMMENTRESPONSES 09/27/2022
50% CD 10/21/202275% CD DRAFT 11/18/202275% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
5 ARCHITECTURAL COMMISSION

CONDITIONS OF APPROVALRESPONSES
04/20/2023
CARSON RD.

WILSHIRE BLVD.
8633

WILSHIRE

PROPERTY LINE
(E) WASHINGTONIA FILIFERA (CA FAN PALM)

TREES AND PLANTER, PROTECT IN PLACE
(N) CURB CUT (N) WASHINGTONIA FILIFERA (CA FAN PALM) TREE SCE

TRANSFORMER
TRASH

ELECTRICAL
ROOM

VERTICAL

RECIPROCATING
CONVEYOR 2 -
ADA
BAY

VERTICAL

RECIPROCATING
CONVEYOR 1

REQUIRED GREEN ZONE,

SEE LANDSCAPE
6' - 0" ARCHITECTURAL CMU FENCE PER 10-3-2420 D
(E) APPROXIMATE LOCATION

OF ADJACENT BUILDING
USE: RESIDENTIAL
(E) APPROXIMATE LOCATION

OF ADJACENT BUILDING
USE: COMMERCIAL
(E) APPROXIMATE LOCATION

OF ADJACENT BUILDING
USE: COMMERCIAL
(E) APPROXIMATE LOCATION OF ADJACENT BUILDING
USE: COMMERCIAL
(E) WASHINGTONIA FILIFERA (CA FAN PALM) TREES

AND PLANTERS ALONG CARSON TO BE REMOVED, TYP

SITE AREA
12,783.20 SF

ALLOWABLE FAR
25,566.40
10'-0"
20'-0"

REQUIRED &

PROPOSED

REAR SETBACK

REQUIRED & PROPOSED
3RD LEVEL SETBACK

PARKING -

LOADING VAN
ONLY
146'-11"

PROPOSED NEW

BUILDING

PROPERTY LINE
ARCHITECTURAL CONCRETE PAVING - 355 SF
26'-0" 13'-0" 17'-0 1/2"
SUPPLY
SHAFT

EXHAUST
SHAFT
21'-2 3/8"
34'-9"
APPROX. 12'-0"
90'-0"

PROPERTY LINE
11'-11 1/2"

QUEUING
ZONE
2 LEVEL SUBTERRANEAN

PARKING STRUCTURE BELOW
PARKING SPACES REQUIRED: 76
PARKING SPACES PROVIDED: 76

PROPERTY LINE
(E) APPROXIMATE LOCATION

OF NEAR BUILDING
USE: RESIDENTIAL
(E) APPROXIMATE LOCATION

OF NEAR BUILDING
USE: RESIDENTIAL
(E) APPROXIMATE LOCATION

OF NEAR BUILDING
USE: RESIDENTIAL
(E) APPROXIMATE

LOCATION OF

ADJACENT BUILDING
USE: RESIDENTIAL
(E) APPROXIMATE LOCATION

OF NEAR BUILDING
USE: RESIDENTIAL
APPROX. 8'-3"
(E) APPROXIMATE LOCATION

OF NEAR BUILDING
USE: RESIDENTIAL
APPROX. 65'-10"
APPROX. 51'-6"
APPROX. 80'-6"
APPROX. 81'-1"
4 NOTE:

THE ADJACENT SFR PROPERTY 128 S CARSON RD HAS A 25' FRONT YARD SETBACK 3' - 0" MAX ARCHITECTURAL CMU FENCE

ARCHITECTURAL CMU FENCE CONSTRUCTED TO
MAX ALLOWED HEIGHT PER 10-3-1953 C
3'-0"
FRONT YARD = 25'-0"
4 PARKING GARAGE ENTRANCE
SLOPE
SLOPE

TRANSITION
2'-0" 26'-0"

TRANSITION
2'-0"
2'-0"

TRANSITION
2'-0"
13'-0"

TRANSITION
2'-0"
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/4" 1/2" 0
5/8/2023 2:44:32 PM
SCALE: 1/8" = 1'-0"
SITE PLAN 01
4 ROTATION
AREA

ROTATION
AREA

ROTATION
AREA
01 02 03 04 05 06
AB
DC
10'-0" 32'-0" 32'-0" 32'-0" 32'-0"
22'-0" 32'-0" 32'-0"
01 A5.13
01 A5.11
01 A5.14
01 A5.12

BELOW GRADE STRUCTURE

LANDSCAPE SET BACK
>8' BELOW GRADE
2'-0"
CLEAR
2'-8 3/4"

BACKFLOW PREVENTER
6'-0"

FENCEWITH GATE

FENCEWITH GATE,MOVABLE BETWEEN GRID B AND C
BIKE

STORAGE
(10)
B104
ST - B102 ST - B101
B103
B105
B106
B107

SUPPLY SHAFT

EXHAUST SHAFT

PARKING STORAGE
STAIR 2
STAIR 1

ELEVATOR PIT

CIRCULATION

CIRCULATION

CIRCULATION
2HR RATED ENCLOSURE FOR FUEL LINES
FE FE
VRC
SHAFT
VRC
SHAFT
2'-0"

EDGE OF BUILDING STUCTURE ALIGNS WITH PROPERTY LINE ON WEST AND SOUTH

MINIMAL POINT OF ENTRY
(MPOE) ROOM
LEGEND: XXX DOOR: SEE A10.01FIRE EXTINGUISHER CABINETS: FEC RECESSED FIRE EXTINGUISHER CABINETS FE SURFACE MOUNTED FIRE EXTINGUISHERGENERAL NOTES:1. 2. 3. 4. SEE AUTOMATED GARAGE DRAWINGS (QP SERIES) FORPARKING STORAGE LAYOUT. ALL REQUIRED ADA, EV READY,

AND CAV CAR STORAGE SPACES ARE SHOWN IN THE
AUTOMATED GARAGE DRAWINGS.

Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/4" 1/2" 0
5/1/2023 12:36:36 AM As indicated Author Checker 220570 FLOOR PLAN -LEVEL B1
A2.0B1
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211
SCALE: 3/16" = 1'-0"
FLOOR PLAN - LEVEL B1 01
No.: Description: Date:
100% SCHEMATIC DESIGN 11/19/2021CUP REVIEW DRAWINGS 03/04/2022CUP/ ZTA SET 06/10/202250% DD 06/24/2022100% DD 07/29/2022CUP/ ZTA SET - COMMENTRESPONSES 09/27/2022
50% CD 10/21/202275% CD DRAFT 11/18/202275% CD 12/09/2022 3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
5 ARCHITECTURAL COMMISSION

CONDITIONS OF APPROVALRESPONSES
04/20/2023
AREA

ROTATION ROTATION AREA ROTATION AREA
01 02 03 04 05 06
AB
DC
10'-0" 32'-0" 32'-0" 32'-0" 32'-0"
22'-0" 32'-0" 32'-0"
01 A5.13
01 A5.11
01 A5.14
01 A5.12
6'-0"

BELOW GRADE STRUCTURE

LANDSCAPE SET BACK
>8' BELOW GRADE

FENCEWITH GATE
ST - B202
B207
B206
ST - B201
B205
ST - B204 ST - B203

SUPPLY SHAFTEXHAUST SHAFT
STAIR 2

MAINTENANCE BAY

STORAGE ROOM
STAIR 1

VESTIBULE

FUEL TANK ROOM

PARKING STORAGE
VRC
PIT
VRC
PIT
PIT DRAIN, TYPRE: PLUMBING
FE FE
FE

EDGE OF BUILDING STUCTURE ALIGNS WITH PROPERTY LINE ON WEST AND SOUTH 10'-3"
5'-3"
4'-9 3/4"
2'-0"

CHAINLINK FENCE WITH SLIDNG GATE
LEGEND: XXX DOOR: SEE A10.01FIRE EXTINGUISHER CABINETS: FEC RECESSED FIRE EXTINGUISHER CABINETS FE SURFACE MOUNTED FIRE EXTINGUISHERGENERAL NOTES:1.2.3.4. SEE AUTOMATED GARAGE DRAWINGS (QP SERIES) FOR PARKING STORAGE LAYOUT. ALL REQUIRED ADA, EV READY, AND CAV CAR STORAGE SPACES ARE SHOWN IN THE AUTOMATED GARAGE DRAWINGS.

Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0
5/1/2023 12:36:38 AM As indicated Author Checker 220570 FLOOR PLAN -LEVEL B2
A2.0B2
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211
SCALE: 3/16" = 1'-0"
FLOOR PLAN - LEVEL B2 01
No.: Description: Date:
100% SCHEMATIC DESIGN 11/19/2021CUP REVIEW DRAWINGS 03/04/2022CUP/ ZTA SET 06/10/202250% DD 06/24/2022100% DD 07/29/2022CUP/ ZTA SET - COMMENTRESPONSES 09/27/2022
50% CD 10/21/202275% CD DRAFT 11/18/202275% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
5 ARCHITECTURAL COMMISSION

CONDITIONS OF APPROVALRESPONSES
04/20/2023
LEGEND:

XXX DOOR: SEE A10.01FIRE EXTINGUISHER CABINETS: FEC RECESSED FIRE EXTINGUISHER CABINETS FE SURFACE MOUNTED FIRE EXTINGUISHERGENERAL NOTES:1.2.3.4. SEE AUTOMATED GARAGE DRAWINGS (QP SERIES) FOR PARKING STORAGE LAYOUT. ALL REQUIRED ADA, EV READY, AND CAV CAR STORAGE SPACES ARE SHOWN IN THE AUTOMATED GARAGE DRAWINGS.

Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
5/1/2023 12:36:45 AM As indicated Author Checker 220570 FLOOR PLAN -LEVEL 01
A2.01
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211
No.: Description: Date:
100% SCHEMATIC DESIGN 11/19/2021CUP REVIEW DRAWINGS 03/04/2022CUP/ ZTA SET 06/10/202250% DD 06/24/2022100% DD 07/29/2022CUP/ ZTA SET - COMMENTRESPONSES 09/27/2022
50% CD 10/21/202275% CD DRAFT 11/18/202275% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
5 ARCHITECTURAL COMMISSION

CONDITIONS OF APPROVALRESPONSES
04/20/2023
UP
01 02 03 04 05 06
AB
DC
10'-0" 32'-0" 32'-0" 32'-0" 32'-0"
22'-0" 32'-0" 32'-0"
A5.01
01 A5.02
03 A5.01
03 A5.02
01 6' - 0" ARCHITECTURAL CMU FENCE PER 10-3-2420 D

PLANTER WALL
LID

BIOFILTRATION PLANTER
10'-0"
20'-0"

REQUIRED &

PROPOSED

REAR SETBACK

REQUIRED & PROPOSED
3RD LEVEL SETBACK
24'-0"
12'-8" 13'-0"
24'-0"

EXTERIOR
EGRESS
PATH
1010 1011 1012 1013 1014 1015
1016
1017
1020
1021
1022
1023
1024
1025
1018
1019
8'-0" 9'-0" 8'-0"
ST - 101
ST - 102
ST - 103
107 108
109
111
104
106
105
2HR RATED CHAISEFOR FUEL LINES
2HR RATED CHAISE

FOR FUEL LINES

FUEL CABINET

OFFICE SPACE
EX-1001 EX-1002 EX-1003
110
EX-1007 EX-1006
1001
1002
EX-1008

ELECTRICAL ROOMSCE TRANSFORMER RM

LOADING - VAN ONLY
LOBBY

ELEVATOR ELEVATOR LOBBY
STAIR 1

OFFICE SPACE MENS RESTROOM WOMENS RESTROOM
JC

ELEC ROOM
STAIR 2
PARKING BAY 1 PARKING BAY 2 - ADA

PARKING DRIVEWAY

EXHAUST SHAFT

SUPPLY SHAFT

TRASH ROOM
112113
3'-0"
3'-0"
8'-0" 6'-0 1/2"
8'-11 3/4" 10'-0"
EX-1005
EX-1009
1003
ENTRY PEDESTAL, KONX BOX MODEL #3200 SERIES
FEC
FEC
FE
FE
FE

ENTRY PEDESTAL
A1.03
01 PHYSICAL SEPARATION BETWEEN

CIRCULATION PATH AND VEHICULAR
TRAFFIC PER CBC 11B-250.1.

TOP OF RAMP LANDING IS 4" ABOVE

VIHECLE DRIVE WAY
21'-11 3/4"
17'-0 1/2"
19'-0"
8"

EDGE OF BUILDING STUCTURE ALIGNS WITH PROPERTY LINE ON WEST AND SOUTH

EXIT PASSAGEWAY EXIT PASSAGEWAY

1.2% SLOPE
8'-0" 8'-0"

ACCESS AISLE ACCESS AISLE

1.1% SLOPE

EMBEDDED STAINLESS STEEL

CONTRASTING STRIPE
NOTE:

THE ADJACENT SFR PROPERTY
128 S CARSON RD HAS A 25'

FRONT YARD SETBACK
EX-1004
90'-0"
FRONT YARD = 25'-0"
3' - 0" MAX ARCHITECTURAL CMU FENCE
3'-0"
1:12 SLOPE

ARCHITECTURAL CMU FENCE CONSTRUCTED TO
MAX ALLOWED HEIGHT PER 10-3-1953 C
SLOPE
SLOPE

TRANSITION
2'-0" 26'-0"

TRANSITION
2'-0"
2'-0"

TRANSITION
2'-0"
13'-0"

TRANSITION
2'-0"
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0
SCALE: 3/16" = 1'-0"
FLOOR PLAN - LEVEL 01 01
3 3
3 3 3
3 3
3 3
3 4

RCHITECTURAL CMU FENCE
1'-0"H x 8"W PLANTER CURB
NOTE:THE 1'-0" MAX HIGH CURB IS NEEDED TO RETAIN AND ALLOW THE TOP OF SOIL IN THE PLANTER ADJACENT TOTHE 3'-0" CMU FENCE TO BE MAX of 0'-10" ABOVE FINISHED GRADE.THE SOIL IN THE PLANTER MAY NEED TO BE ELEVATED UP TO 0"-10" TO ACCOMODATE THE MAIN STORM DRAINDISCHARGE LINE, SUCH THAT IT CONNECTS TO THE EXISTING CUBR GUTTER AT THE APPROPRITE INVERTELEVATION, WHILE ALLOWING ROOM FOR THE STORM DRAIN LINE TO SLOPE FOR GRAVITY DRAINANGE.

STORM DRAIN DISCHARE LINE CONNECTION AT

EXITING CURB GUTTER

STORM DRAIN DISCHARGE LINE
UP
01 02 03 04 05 06
AB
DC
10'-0" 32'-0" 32'-0" 32'-0" 32'-0"
22'-0" 32'-0" 32'-0"
A5.01
01 A5.02
03 A5.01
03 01
A5.13
01 A5.11
01 A5.14
01 A5.12
A5.02
01 10'-0"
20'-0"

REQUIRED &

PROPOSED

REAR SETBACK

REQUIRED & PROPOSED
3RD LEVEL SETBACK
20012002200320042005
2006 2007 2008 2009 2010
2011
2012
2013
2014
2015 2016 2017 2018
2019
2020
2021
2022
ST - 202 203
204
205
206 207
SMOKE CONTAINMENT TO COMPLY WITH ESR-1136 & ICC-ES AC 77 01 A5.41
16 A5.41
2HR RATED ENCLOSURE FOR FUEL LINES

OFFICE SPACE

ELEVATOR LOBBY

ELEVATOR
STAIR 1

MENS RESTROOM WOMENS RESTROOM

JC VESTIBULE

ELECTRICAL ROOM

MEP SHAFT ROOM
STAIR 2

EXTERIOR TERRACE
ST - 201
2023
EX-2001
FEC
FE
FE
8"

EDGE OF BUILDING STUCTURE ALIGNS WITH PROPERTY LINE ON WEST AND SOUTH LEGEND: XXX DOOR: SEE A10.01FIRE EXTINGUISHER CABINETS: FEC RECESSED FIRE EXTINGUISHER CABINETS FE SURFACE MOUNTED FIRE EXTINGUISHERGENERAL NOTES:1. 2. 3. 4. SEE AUTOMATED GARAGE DRAWINGS (QP SERIES) FOR PARKING STORAGE LAYOUT. ALL REQUIRED ADA, EV READY, AND CAV CAR STORAGE SPACES ARE SHOWN IN THE AUTOMATED GARAGE DRAWINGS.

Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0
5/1/2023 12:36:48 AM As indicated Author Checker 220570 FLOOR PLAN -LEVEL 02
A2.02
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211
SCALE: 3/16" = 1'-0"
FLOOR PLAN - LEVEL 02 01
No.: Description: Date:
100% SCHEMATIC DESIGN 11/19/2021CUP REVIEW DRAWINGS 03/04/2022CUP/ ZTA SET 06/10/202250% DD 06/24/2022100% DD 07/29/2022CUP/ ZTA SET - COMMENTRESPONSES 09/27/2022
50% CD 10/21/202275% CD DRAFT 11/18/202275% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
5 ARCHITECTURAL COMMISSION

CONDITIONS OF APPROVALRESPONSES
04/20/2023
01 02 03 04 05 06
AB
DC
10'-0" 32'-0" 32'-0" 32'-0" 32'-0"
22'-0" 32'-0" 32'-0"
A5.01
01 A5.02
03 A5.01
03 01
A5.13
01 A5.11
01 A5.14
01 A5.12
A5.02
01 10'-0"
20'-0"

REQUIRED &

PROPOSED

REAR SETBACK

REQUIRED & PROPOSED
3RD LEVEL SETBACK
300130023003300430053006300930083007
3011 3012 3013 3014 3015
3016
3017
3018
3019
3020
3021 3022 3023 3024
3025
3026
3027
SIM
ST - 302 303
305
304
306 307
SMOKE CONTAINMENT TO COMPLY WITH ESR-1136 & ICC-ES AC 77 STAIR 2 MEP SHAFT

ELEC RM

MENS RESTROOM WOMENS RESTROOM

OFFICE SPACE

ELEVATOR
STAIR 1

ELEVATOR LOBBBY

EXTERIOR TERRACE

EXTERIOR TERRACE
2HR RATED ENCLOSURE FOR FUEL LINES
JC
ST - 301
EX-3002EX-3001
3028
3029
EX-3003
FE
FE
FEC

PLANTER
2'-0"
8"

EDGE OF BUILDING STUCTURE ALIGNS WITH PROPERTY LINE ON WEST AND SOUTH 88 '-4
7/
16 "
4 5
LEGEND: XXX DOOR: SEE A10.01FIRE EXTINGUISHER CABINETS: FEC RECESSED FIRE EXTINGUISHER CABINETS FE SURFACE MOUNTED FIRE EXTINGUISHERGENERAL NOTES:1.2.3.4. SEE AUTOMATED GARAGE DRAWINGS (QP SERIES) FORPARKING STORAGE LAYOUT. ALL REQUIRED ADA, EV READY,AND CAV CAR STORAGE SPACES ARE SHOWN IN THEAUTOMATED GARAGE DRAWINGS.

Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/4" 1/2" 0
5/1/2023 12:36:52 AM As indicated Author Checker 220570 FLOOR PLAN -LEVEL 03
A2.03
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211
SCALE: 3/16" = 1'-0"
FLOOR PLAN - LEVEL 03 01
No.: Description: Date:
100% SCHEMATIC DESIGN 11/19/2021CUP REVIEW DRAWINGS 03/04/2022CUP/ ZTA SET 06/10/202250% DD 06/24/2022100% DD 07/29/2022CUP/ ZTA SET - COMMENTRESPONSES 09/27/2022
50% CD 10/21/202275% CD DRAFT 11/18/202275% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
2 CUP/ ZTA SET - COMMENT
RESPONSES 3
01/20/2023
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
5 ARCHITECTURAL COMMISSION

CONDITIONS OF APPROVALRESPONSES
04/20/2023
LEGEND:

XXX DOOR: SEE A10.01FIRE EXTINGUISHER CABINETS: FEC RECESSED FIRE EXTINGUISHER CABINETS FE SURFACE MOUNTED FIRE EXTINGUISHERGENERAL NOTES:1.2.3.4. SEE AUTOMATED GARAGE DRAWINGS (QP SERIES) FOR PARKING STORAGE LAYOUT. ALL REQUIRED ADA, EV READY, AND CAV CAR STORAGE SPACES ARE SHOWN IN THE AUTOMATED GARAGE DRAWINGS.

Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0
5/1/2023 12:36:58 AM As indicated Author Checker 220570 ROOF PLAN -LEVEL 04 / ROOF
A2.04
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211
SCALE: 3/16" = 1'-0"
ROOF PLAN - ROOF 01
No.: Description: Date:
100% SCHEMATIC DESIGN 11/19/2021CUP REVIEW DRAWINGS 03/04/2022CUP/ ZTA SET 06/10/202250% DD 06/24/2022100% DD 07/29/2022CUP/ ZTA SET - COMMENTRESPONSES 09/27/2022
50% CD 10/21/202275% CD DRAFT 11/18/202275% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
2 CUP/ ZTA SET - COMMENT
RESPONSES 3
01/20/2023
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
5 ARCHITECTURAL COMMISSION

CONDITIONS OF APPROVALRESPONSES
04/20/2023
SCALE:
0 01 02 03 04 05 06
AB
DC

PAINTED STEEL CANOPY,

EXTENT ABOVE
10'-0" 32'-0" 32'-0" 32'-0" 32'-0"
22'-0" 32'-0" 32'-0"
A5.01
01 A5.02
03 A5.01
03 01
A5.13
01 A5.11
01 A5.14
01 A5.12
A5.02
01 10'-0"
20'-0"

REQUIRED &

PROPOSED

REAR SETBACK

REQUIRED & PROPOSED
3RD LEVEL SETBACK
01 A5.15
11 A5.15
4001
4004 4003 4002
400540064007400840094010
4011 4012 4013 4014 4015 4016 4017 4018 4019 4020 4021
ST - 402 404
406 407
405
408

VERTICAL LADDER FOR

HIGH ROOF ACCESS
2'-0"
SMOKE CONTAINMENT TO COMPLY WITH ESR-1136 & ICC-ES AC 77

INTERIOR LUNCHROOM
400

WOMENS RESTROOM

MENS RESTROOM
405

ELEVATOR CTRL RM
409

MEP SHAFT
STAIR 2
STAIR 1

EM ELEC RM
408

ELEC RM
412

GENERATOR ROOM
413

ELEVATOR LOBBY
401

ELEVATOR
JC
404

MECHANICAL ROOM
414

EXTERIOR TERRACE LUNCHROOM
411

PLANTER PLANTER

PLANTER
EX-4001
EX-4002
EX-4006
EX-4007
ST - 401
409
4022 4023 4024 4025 4026
4027
4028
4029
4030
4031
4032
4033
4035 4034
EX-4003
EX-4005
EX-4004
FEC
FE
FE
FE
FE

DEDICATED OUTDOOR

AIR SUPPLY UNIT

EXHAUST

FAN EXHAUST
FAN

EXHAUST
FAN

EXHAUST
FAN

CONDENSER
UNIT

CONDENSER
UNIT

CONDENSER
UNIT

CONDENSER
UNIT

PLANTER - LOW

PLANTER - HIGH
8"

EDGE OF BUILDING STUCTURE ALIGNS WITH PROPERTY LINE ON WEST AND SOUTH 26'-3 1/4"
4 31'-8 5/8"
4 21'-0 1/4"
4 7'-8 3/4"
FUEL
TANK
15'-10"
4'-6" 3'-0"
1'-0"

VESTIBULE
406
5 LEGEND:

XXX DOOR: SEE A10.01FIRE EXTINGUISHER CABINETS: FEC RECESSED FIRE EXTINGUISHER CABINETS FE SURFACE MOUNTED FIRE EXTINGUISHERGENERAL NOTES:1. 2. 3. 4. SEE AUTOMATED GARAGE DRAWINGS (QP SERIES) FORPARKING STORAGE LAYOUT. ALL REQUIRED ADA, EV READY,AND CAV CAR STORAGE SPACES ARE SHOWN IN THEAUTOMATED GARAGE DRAWINGS.

Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/4" 1/2" 0
5/1/2023 12:37:01 AM As indicated Author Checker 220570

ROOF PLAN -HIGH ROOF
A2.06
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211
SCALE: 3/16" = 1'-0"
ROOF PLAN - HIGH ROOF 01
No.: Description: Date:

CUP/ ZTA SET 06/10/202250% DD 06/24/2022100% DD 07/29/2022CUP/ ZTA SET - COMMENTRESPONSES 09/27/2022
50% CD 10/21/202275% CD DRAFT 11/18/202275% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
2 CUP/ ZTA SET - COMMENT
RESPONSES 3
01/20/2023
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
5 ARCHITECTURAL COMMISSION

CONDITIONS OF APPROVALRESPONSES
04/20/2023
SCALE:
0 01 02 03 04 05 06
AB
DC
A5.01
01 A5.02
03 A5.01
03 01
A5.13
01 A5.11
01 A5.14
01 A5.12
10'-0" 32'-0" 32'-0" 32'-0" 32'-0"
22'-0" 32'-0" 32'-0" ELEVATOR OVERRUN PV PANELS NOT IN SCOPE PAINTED STEEL CANOPY A5.02
01 ROOF DECK BELOW
10'-0"
20'-0"

REQUIRED &

PROPOSED

REAR SETBACK

REQUIRED & PROPOSED
3RD LEVEL SETBACK
01 A5.15
11 A5.15
6'-0"
6'-0"
6'-0"
6'-0"
6'-0"

VERTICAL LADDER FOR HIGH

ROOF ACCESS
CONTRASTING YELLOW SAFETY WARNING STRIPE FUSED TO PVC ROOFING (6' - 0" FROM EDGE OF LOW PARAPET)

PLANTER
BELOW

OPEN GRATING
GT-1

OPEN GRATING
GT-1
8"

EDGE OF BUILDING STRUCTURE ALIGNS WITH PROPERTY LINE ON WEST AND SOUTH

ALLOW ACCESS FOR DRAIN MAINTENANCE, TYP

CANOPY INFILL
PANEL GT-2
ELEVATOR OVERRUNMAX HEIGHT PROPOSED = 60' - 0"EXEMPT FROM BUILDING HEIGHTCLALCULATION PER 10-3-100 A 3 GUARDRAIL AT LADDER MAX HEIGHT PROPOSED = 60' - 0"EXEMPT FROM BUILDING HEIGHTCLALCULATION PER 10-3-100 A 7 LEVEL 01
(+0' - 0")
LEVEL 02
(+15' - 0")
LEVEL 03
(+29' - 0")
LEVEL 04/ ROOF
(+43' - 0")

LEVEL MAX HEIGHT
(+60' - 0")
01 02 03 04 05 06
10'-0" 32'-0" 32'-0" 32'-0" 32'-0"
METAL PANEL MP-01, TYP

METAL COILING DOOR
EL + 144' - 3"
EL + 159' - 3"EL + 173' - 3"EL + 187' - 3"EL + 204' - 3"

OPERABLE METAL PANEL,

PART OF GLAZING SYSTEM, TYP
METAL PANEL MP-02, TYP
GLAZING GL-22A, TYP
METAL PANEL MP-01, TYP
GLAZING GL-22A, TYP
PAINTED STEEL CANOPY, EPSS-01A
METAL PANEL MP-01, TYP

DOORS CLAD IN METAL PANEL TO

MATCH ADJACENT WALL, TYP

PARKING EXHAUST AIR GRILLE,

TO MATCH METAL PANEL, TYP
CMU FENCE , CMU-01

SECURITY GATE
METAL PANEL MP-02, TYP

PROPERTY LINE

REQUIRED &

PROPOSED

REAR SETBACK

REQUIRED & PROPOSED
3RD LEVEL SETBACK
10' - 0"
20' - 0"
6'-0"
14'-0" 14'-0" 15'-0" 13'-6" 3'-6"

TOP OF WINDOW SILL
3'-6" TYP
3'-6"
TYP

TOP OF MECHANICAL ROOM
14'-6"
4 LEVEL 01
(+0' - 0")
LEVEL 02
(+15' - 0")
LEVEL 03
(+29' - 0")
LEVEL 04/ ROOF
(+43' - 0")

LEVEL MAX HEIGHT
(+60' - 0")
A
B
C
D
22'-0" 32'-0" 32'-0"
OPERABLE METAL PANEL,PART OF GLAZING SYSTEM, TYPMETAL PANEL MP-01, TYPGLAZING GL-22A, TYPMETAL PANEL MP-01, TYPMETAL PANEL MP-01, TYPGLAZING GL-22A, TYP METAL PANEL MP-01, TYP EL + 144' - 3"
EL + 159' - 3"EL + 173' - 3"EL + 187' - 3"EL + 204' - 3" PARKING SUPPLY AIR GRILLE,TO MATCH METAL PANEL, TYPPAINTED STEEL CANOPY, EPSS-01A

PROPERTY LINE

PROPERTY LINE
3'-6" 13'-6" 14'-0" 14'-0" 15'-0" GLAZING GL-22A, TYP
8".

EDGE OF BUILDING STUCTURE ALIGNS WITH PROPERTY LINE ON WEST AND SOUTH

SETBACK LINE
6'-0" MAX

TOP OF MECHANICAL ROOM
14'-6"
4 4
3'-0" MAX
ARCHITECTURAL CMU FENCE, CMU -01 CONSTRUCTED TO MAX ALLOWED HEIGHT PER 10-3-1953 C FRONT YARD = 25'-0"
3'-0"
Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/4" 1/2" 0
5/1/2023 12:37:06 AM 3/16" = 1'-0" Author Checker 220570

BUILDINGELEVATIONS
A5.01
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211
SCALE: 3/16" = 1'-0"
WEST (CARSON STR) ELEVATION 01
SCALE: 3/16" = 1'-0"
NORTH ELEVATION 03
No.: Description: Date:

CUP REVIEW DRAWINGS 03/04/2022CUP/ ZTA SET 06/10/202250% DD 06/24/2022100% DD 07/29/2022CUP/ ZTA SET - COMMENTRESPONSES 09/27/2022
50% CD 10/21/202275% CD DRAFT 11/18/202275% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
5 ARCHITECTURAL COMMISSION

CONDITIONS OF APPROVALRESPONSES
04/20/2023
ELEVATOR OVERRUNMAX HEIGHT PROPOSED = 60' - 0"EXEMPT FROM BUILDING HEIGHTCLALCULATION PER 10-3-100 A 3 GUARDRAIL AT LADDERMAX HEIGHT PROPOSED = 60' - 0"EXEMPT FROM BUILDING HEIGHTCLALCULATION PER 10-3-100 A 7 GUARDRAIL AT LADDERMAX HEIGHT PROPOSED = 60' - 0"EXEMPT FROM BUILDING HEIGHTCLALCULATION PER 10-3-100 A 7 LEVEL 01
(+0' - 0")
LEVEL 02
(+15' - 0")
LEVEL 03
(+29' - 0")
LEVEL 04/ ROOF
(+43' - 0")

LEVEL MAX HEIGHT
(+60' - 0")
METAL PANEL MP-03, TYP
C
B
A
EL + 144' - 3"
EL + 159' - 3"EL + 173' - 3"EL + 187' - 3"EL + 204' - 3" OPERABLE METAL PANEL,PART OF GLAZING SYSTEM, TYPMETAL PANEL MP-01, TYPGLAZING GL-22A, TYPMETAL PANEL MP-01, TYPMETAL PANEL MP-01, TYPGLAZING GL-22A, TYPPAINTED STEEL CANOPY, EPSS-01AMETAL PANEL MP-02, TYPGLAZING GL-22A, TYP 13'-6" 14'-0" 14'-0" 15'-0"
2'-10" 10'-0" 5'-6" 8'-6"
3'-6"

PROPERTY LINE

SETBACK LINE
PROPERTY LINE 8"

EDGE OF BUILDING STUCTURE

ALIGNS WITH PROPERTY LINE ON

WEST AND SOUTH

TOP OF MECHANICAL ROOM
14'-6"
4 LEVEL 01
(+0' - 0")
LEVEL 02
(+15' - 0")
LEVEL 03
(+29' - 0")
LEVEL 04/ ROOF
(+43' - 0")

LEVEL MAX HEIGHT
(+60' - 0")
05 04 03 02 01 06
32'-0" 32'-0" 32'-0" 32'-0" 10'-0"
EL + 144' - 3"
EL + 159' - 3"EL + 173' - 3"EL + 187' - 3"EL + 204' - 3"

CONTROL JOINT, TYP
15'-4 15/16" 4'-0" 28'-0" 4'-0" 28'-0" 4'-0" 28'-0" 4'-0" 28'-0" 4'-0" CMU WALL , CMU-01

PROPERTY LINE

REQUIRED &

PROPOSED

REAR SETBACK

REQUIRED & PROPOSED
3RD LEVEL SETBACK
10'-0"
20'-0"
15'-0" 14'-0" 14'-0" 14'-6"
13'-0" 5'-6" 8'-6" 5'-6" 8'-6" 5'-6" 11'-0" PLASTER, TYP Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/4" 1/2" 0
5/1/2023 12:37:09 AM 3/16" = 1'-0" Author Checker 220570

BUILDINGELEVATIONS
A5.02
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211
SCALE: 3/16" = 1'-0"
SOUTH (WILSHIRE BLVD) ELEVATION 03
SCALE: 3/16" = 1'-0"
EAST ELEVATION 01
No.: Description: Date:

CUP REVIEW DRAWINGS 03/04/2022CUP/ ZTA SET 06/10/202250% DD 06/24/2022100% DD 07/29/2022CUP/ ZTA SET - COMMENTRESPONSES 09/27/2022
50% CD 10/21/202275% CD DRAFT 11/18/202275% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
5 ARCHITECTURAL COMMISSION

CONDITIONS OF APPROVALRESPONSES
04/20/2023
GUARDRAIL AT LADDERMAX HEIGHT PROPOSED = 60' - 0"EXEMPT FROM BUILDING HEIGHTCLALCULATION PER 10-3-100 A 7 ELEVATOR OVERRUNMAX HEIGHT PROPOSED = 60' - 0"EXEMPT FROM BUILDING HEIGHTCLALCULATION PER 10-3-100 A 3 ELEVATOR OVERRUNMAX HEIGHT PROPOSED = 60' - 0"EXEMPT FROM BUILDING HEIGHTCLALCULATION PER 10-3-100 A 3 GUARDRAIL AT LADDERMAX HEIGHT PROPOSED = 60' - 0"EXEMPT FROM BUILDING HEIGHTCLALCULATION PER 10-3-100 A 7 LEVEL 01
(+0' - 0")
LEVEL 02
(+15' - 0")
LEVEL 03
(+29' - 0")
LEVEL 04/ ROOF
(+43' - 0")

LEVEL MAX HEIGHT
(+60' - 0")
LEVEL B1
(-12' - 0")
LEVEL B2
(-22' - 0")
01 02 03 04 05 06
10'-0" 32'-0" 32'-0" 32'-0" 32'-0"
EL + 144' - 3"
EL + 159' - 3"EL + 173' - 3"EL + 187' - 3"EL + 204' - 3"

PROPERTY LINE

PROPERTY LINE

REQUIRED &

PROPOSED

REAR SETBACK

REQUIRED & PROPOSED
3RD LEVEL SETBACK

BELOW GRADE STRUCTURE

LANDSCAPE SET BACK
>8' BELOW GRADE

WILSHIRE BLVD
(E) APPROXIMATE LOCATION

OF ADJACENT BUILDING
USE: RESIDENTIAL
EL + 132' - 3"EL + 122' - 3"
6'-0"

EXTERIOR

TERRACE

OFFICE SPACEOFFICE SPACE

PARKING

ENTRANCE

PARKING

STORAGE

PARKING

STORAGE

OFFICE SPACEOFFICE SPACE

PARKING

STORAGE

PARKING

STORAGE

OFFICE SPACE

INTERIOR

LUNCHROOM

EXTERIOR

TERRACE

OFFICE SPACEOFFICE SPACE

OFFICE SPACE

PAINTED

STEEL CANOPY

PV PANEL,

TYP AT HIGH ROOF

EXTERIOR

TERRACE
GLAZING GL-22A, TYP
METAL PANEL MP-01, TYP
GLAZING GL-22A, TYP
WOOD DECK, WD-01WOOD DECK, WD-01
GLAZING GL-22A, TYP
CMU FENCE , CMU-01
METAL PANEL MP-01, TYP
PAINTED STEEL CANOPY, EPSS-01A
GLAZING GL-32A, TYPWOOD DECK, WD-01METAL PANEL MP-02

FIRE RATED
GLAZING GL-41A
14'-0" 14'-0" 15'-0" 12'-0" 10'-0"
13'-6"
3'-6" 13'-6"

PLANTERPLANTER
10'-0"
20'-0"
8".

SETBACK LINE
3'-6"

TYP TOP OF WINDOW SILL
3'-6" TYP

TOP OF MECHANICAL ROOM
14'-6"
4 Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/4" 1/2" 0
5/1/2023 12:37:12 AM 3/16" = 1'-0" Author Checker 220570

BUILDINGSECTIONS
A5.11
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211
SCALE: 3/16" = 1'-0"
BUILDING SECTION 01 01
No.: Description: Date:

CUP REVIEW DRAWINGS 03/04/2022CUP/ ZTA SET 06/10/202250% DD 06/24/2022100% DD 07/29/2022CUP/ ZTA SET - COMMENTRESPONSES 09/27/2022
50% CD 10/21/202275% CD DRAFT 11/18/202275% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
2 CUP/ ZTA SET - COMMENT
RESPONSES 3
01/20/2023
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
5 ARCHITECTURAL COMMISSION

CONDITIONS OF APPROVALRESPONSES
04/20/2023
GUARDRAIL AT LADDERMAX HEIGHT PROPOSED = 60' - 0"EXEMPT FROM BUILDING HEIGHTCLALCULATION PER 10-3-100 A 7

ELEVATOR OVERRUN
MAX HEIGHT PROPOSED = 60' - 0"

EXEMPT FROM BUILDING HEIGHT
CLALCULATION PER 10-3-100 A 3
42" HIGH GUARDRAIL
4 LEVEL 01
(+0' - 0")
LEVEL 02
(+15' - 0")
LEVEL 03
(+29' - 0")
LEVEL 04/ ROOF
(+43' - 0")

LEVEL MAX HEIGHT
(+60' - 0")
LEVEL B1
(-12' - 0")
LEVEL B2
(-22' - 0")
05 04 03 02 01 06

PARKING

STORAGE

PARKING

STORAGE

LOADING DOCK

EXTERIOR TERRACE

OFFICE SPACEOFFICE SPACE

OFFICE SPACE SCE TRANSFORMER VEHICULAR ENTRANCE
ROOM

EXTERIOR TERRACEEXTERIOR TERRACE

PROPERTY LINE

PROPERTY LINE

REQUIRED &

PROPOSED

REAR SETBACK

REQUIRED & PROPOSED
3RD LEVEL SETBACK
PLANTER AT GRADE,SEE LANDSCAPEMETAL PANEL MP-01, TYPMETAL PANEL MP-01, TYPSCHED GLAZING

SCHED GLAZING
EL + 144' - 3"
EL + 159' - 3"EL + 173' - 3"EL + 187' - 3"EL + 204' - 3" EL + 132' - 3"EL + 122' - 3"

PARKING SUPPLY AIR INTAKE GRILLE,TO MATCH METAL PANEL, TYP

BELOW GRADE STRUCTURE

LANDSCAPE SET BACK
>8' BELOW GRADE
6'-0"

PLANTER,SEE LANDSCAPE

WILSHIRE BLVD

ROOFTOP STRUCTURE
BHMC 10-3-3107-A-1-B

ROOFTOP USES
ADDITIONAL HEIGHT ABV.

MAX. ALLOWABLE HEIGHT
NOT TO EXCEED 15'

OPERABLE METAL PANEL,

PART OF GLAZING SYSTEM

GLAZING SYSTEM,BEYOND
32'-0" 32'-0" 32'-0" 32'-0" 10'-0"

BELOW GRADE WATERPROOFING
METAL PANEL MP-01, TYP
METAL PANEL MP-01, TYP
METAL PANEL MP-01, TYP
GLAZING GL-22A, TYP
WOOD DECK, WD-01
METAL PANEL MP-01, TYP
GLAZING GL-22A, TYP
METAL PANEL MP-01, TYP
GLAZING GL-22A, TYP
10'-0" 12'-0" 15'-0" 14'-0" 14'-0" 13'-6" 3'-6"
10'-0"
20'-0"

TOP OF WINDOW SILL
3'-6" TYP 3'-6"
TYP
Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/4" 1/2" 0
5/1/2023 12:37:14 AM 3/16" = 1'-0" Author Checker 220570

BUILDINGSECTIONS
A5.12
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211
SCALE: 3/16" = 1'-0"
BUILDING SECTION 02 01
No.: Description: Date:

CUP/ ZTA SET 06/10/202250% DD 06/24/2022100% DD 07/29/2022CUP/ ZTA SET - COMMENTRESPONSES 09/27/2022
50% CD 10/21/202275% CD DRAFT 11/18/202275% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
5 ARCHITECTURAL COMMISSION

CONDITIONS OF APPROVALRESPONSES
04/20/2023
42" HIGH GUARDRAIL EXTERIOR TERRACE
4 LEVEL 01
(+0' - 0")
LEVEL 02
(+15' - 0")
LEVEL 03
(+29' - 0")
LEVEL 04/ ROOF
(+43' - 0")

LEVEL MAX HEIGHT
(+60' - 0")
LEVEL B1
(-12' - 0")
LEVEL B2
(-22' - 0")

D C B A
32'-0" 32'-0" 22'-0"

OFFICE SPACE

EXTERIOR TERRACE -

LUNCH DECK

INTERIOR LUNCH ROOM

OFFICE SPACE

OFFICE SPACE

PARKING

STORAGE

PARKING

STORAGE

SCE TRANSFORMER ELECTRICAL ROOM
ROOM
STAIR 02
EL + 144' - 3"
EL + 159' - 3"EL + 173' - 3"EL + 187' - 3"EL + 204' - 3" EL + 132' - 3"EL + 122' - 3"

PROPERTY LINE

PROPERTY LINE
(E) APPROXIMATE LOCATION

OF ADJACENT BUILDING
USE: COMMERCIAL
PV PANEL, TYP @HIGH ROOF
PLASTER WALL, PLAS-01
APPROX. 14'-0"

CARSON RD

METAL DOOR,

TO MATCH METAL PANEL, TYP

EXHAUST AIR GRILLE,

TO MATCH METAL PANEL, TYP

BELOW GRADE

WATERPROOFING

ELECTRICAL ROOMELECTRICAL ROOM

MEP SHAFT
ROOM
METAL PANEL MP-01, TYP
PAINTED STEEL CANOPY, EPSS-01A
GLAZING GL-22A, TYP
WOOD DECK, WD-01
METAL PANEL MP-01, TYPMETAL PANEL MP-01, TYP
GLAZING GL-22A, TYPGLAZING GL-22A, TYP
14'-0" 15'-0" 3'-6" 13'-6" 12'-0" 10'-0" 14'-0"
8".
3'-6"

TYP TO TOP OF WINDOW SILL
3'-6" TYP
Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/4" 1/2" 0
5/1/2023 12:37:17 AM 3/16" = 1'-0" Author Checker 220570

BUILDINGSECTIONS
A5.13
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211
SCALE: 3/16" = 1'-0"
BUILDING SECTION 03 01
No.: Description: Date:

CUP REVIEW DRAWINGS 03/04/2022CUP/ ZTA SET 06/10/202250% DD 06/24/2022100% DD 07/29/2022CUP/ ZTA SET - COMMENTRESPONSES 09/27/2022
50% CD 10/21/202275% CD DRAFT 11/18/202275% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
5 ARCHITECTURAL COMMISSION

CONDITIONS OF APPROVALRESPONSES
04/20/2023
GUARDRAIL AT LADDERMAX HEIGHT PROPOSED = 60' - 0"EXEMPT FROM BUILDING HEIGHTCLALCULATION PER 10-3-100 A 7 LEVEL 01
(+0' - 0")
LEVEL 02
(+15' - 0")
LEVEL 03
(+29' - 0")
LEVEL 04/ ROOF
(+43' - 0")

LEVEL MAX HEIGHT
(+60' - 0")
LEVEL B1
(-12' - 0")
LEVEL B2
(-22' - 0")

D C B A
10'-0" 12'-0" PARKING STORAGE

PARKING

STORAGE

VEHICULAR ENTRANCE

EXTERIOR

LUNCH ROOM

OFFICE SPACEOFFICE SPACE

MECHANICAL ROOM
32'-0" 32'-0" 22'-0"
EL + 144' - 3"
EL + 159' - 3"EL + 173' - 3"EL + 187' - 3"EL + 204' - 3" EL + 132' - 3"EL + 122' - 3"

PROPERTY LINE

PROPERTY LINE
(E) APPROXIMATE LOCATION

OF ADJACENT BUILDING
USE: COMMERCIAL
P
A
RA
P
E
T
3'-
6 "

CARSON RD

METAL COILING DOOR,

TO MATCH METAL PANEL, TYP

PLANTER,SEE LANDSCAPE

BELOW GRADE

WATERPROOFING

VERTICAL

RECIPROCATING
CONVEYOR 2 - ADA
METAL PANEL MP-01, TYP
GLAZING GL-22A, TYP
WOOD DECK, WD-01
PLAS-01
METAL PANEL MP-01, TYP
GLAZING GL-22A, TYP
METAL PANEL MP-01, TYP

TOP OF ROOF PENTHOUSE
1 4'-
0 "
1 4'-0
"
1 5'-
0 "
3'-
6 "
1 3'-
6 "
8"
T
O
P O
F M
E
C
HA
NIC
A
L R
O
O
M
14'-
6 "
4 Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/4" 1/2" 0
5/1/2023 12:37:19 AM 3/16" = 1'-0" Author Checker 220570

BUILDINGSECTIONS
A5.14
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211
SCALE: 3/16" = 1'-0"
BUILDING SECTION 04 01
No.: Description: Date:

CUP/ ZTA SET 06/10/202250% DD 06/24/2022100% DD 07/29/2022CUP/ ZTA SET - COMMENTRESPONSES 09/27/2022
50% CD 10/21/202275% CD DRAFT 11/18/202275% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
5 ARCHITECTURAL COMMISSION

CONDITIONS OF APPROVALRESPONSES
04/20/2023
LEVEL 01
(+0' - 0")
LEVEL 02
(+15' - 0")
LEVEL 03
(+29' - 0")
LEVEL 04/ ROOF
(+43' - 0")

LEVEL MAX HEIGHT
(+60' - 0")
LEVEL B1
(-12' - 0")
LEVEL B2
(-22' - 0")
2'-0"

WILSHIRE BLVDSIDEWALK

EXTERIOR

TERRACE

OFFICE SPACEOFFICE SPACEOFFICE SPACE

PARKING

STORAGE

PARKING

STORAGE

GENERATOR
ROOM
EL + 144' - 3"
EL + 159' - 3"EL + 173' - 3"EL + 187' - 3"EL + 204' - 3" EL + 132' - 3"EL + 122' - 3"
13'-6" 14'-0" 14'-0" 15'-0" 12'-0" 10'-0"
ROOFTOP STRUCTUREBHMC 10-3-3107-A-1-BROOFTOP USESADDITIONAL HEIGHT ABV.MAX. ALLOWABLE HEIGHTNOT TO EXCEED 15' ROOFTOP STRUCTUREBHMC 10-3-3107-A-1-I TO 1-JROOFTOP USESSETBACK FROM NEAREST OUTSIDE WALLWITHIN 45 DEGREE ANGLE

45.0000°

PROPERTY LINE
5' -0" MIN
12'-6"
WOOD DECK, WD-01METAL PANEL MP-01, TYPGLAZING GL-22A, TYPGLAZING GL-22A, TYPGLAZING GL-22A, TYPMETAL PANEL MP-01, TYPMETAL PANEL MP-01, TYPTOP OF ROOF PENTHOUSE 3'-6"
LEVEL 01
(+0' - 0")
LEVEL 02
(+15' - 0")
LEVEL 03
(+29' - 0")
LEVEL 04/ ROOF
(+43' - 0")

LEVEL MAX HEIGHT
(+60' - 0")
LEVEL B1
(-12' - 0")
LEVEL B2
(-22' - 0")

PAINTED

STEEL CANOPY

WILSHIRE BLVDSIDEWALK

EXTERIOR

TERRACE

OFFICE SPACEOFFICE SPACEOFFICE SPACE

PARKING

STORAGE
ROOFTOP STRUCTUREBHMC 10-3-3107-A-1-I TO 1-JROOFTOP USESSETBACK FROM NEAREST OUTSIDE WALLWITHIN 45 DEGREE ANGLE

45.0000°

PROPERTY LINE
ROOFTOP STRUCTUREBHMC 10-3-3107-A-1-BROOFTOP USESADDITIONAL HEIGHT ABV.MAX. ALLOWABLE HEIGHTNOT TO EXCEED 15' 2'-0"
EL + 144' - 3"
EL + 159' - 3"EL + 173' - 3"EL + 187' - 3"EL + 204' - 3" EL + 132' - 3"EL + 122' - 3"
14'-0" 14'-0" 15'-0" 12'-0" 10'-0"
WOOD DECK, WD-01METAL PANEL MP-01, TYPGLAZING GL-22A, TYPGLAZING GL-22A, TYPGLAZING GL-22A, TYPMETAL PANEL MP-01, TYPMETAL PANEL MP-01, TYPTOP OF ROOF PENTHOUSE 13'-6" 3'-6"
Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/4" 1/2" 0
5/1/2023 12:37:21 AM 3/16" = 1'-0" Author Checker 220570

BUILDINGSECTIONS
A5.15
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211
SCALE: 3/16" = 1'-0"
PARTIAL BUILDING SECTION - NORMAL TO WILSHIRE BLVD 01
SCALE: 3/16" = 1'-0" 01 PARTIAL BUILDING SECTION - NORMAL TO WILSHIRE BLVD 02 11 No.: Description: Date:
50% DD 06/24/2022100% DD 07/29/2022CUP/ ZTA SET - COMMENTRESPONSES 09/27/2022
50% CD 10/21/2022
1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
5 ARCHITECTURAL COMMISSION

CONDITIONS OF APPROVALRESPONSES
04/20/2023
LEVEL 01
(+0' - 0")
A D
EL + 144' - 3"
G
RAV
E
L
1 '
-
0 "
M
AX
9 1
8 /
"
S
A
N
D
Y
L
O
A
M
2 '
-
7 7
8 /
"
M
AX
S
A
N
D
Y
L
O
A
M
2 '
-
0 "
M
N
I
3 "
7 5/8" 8" 2'-0"

EAST PROPERTY LINE

WEST PROPERTY LINE
SIDEWALK APPROX. EL +144' - 9 1/2",SEE CIVIL
APPROX. LOCATION OF CURB,

SEE CIVIL
CURB DRAIN INVERT AT +143.96 FT

SEE CIVIL
7 5/8"

PERF DRAIN PIPE

PLANTER AT GRADE PLANTER CURB
LEVEL 01
(+0' - 0")
01 NORTH PROPERTY LINE

0.50% SLO 0.50% SLOPE MIN. PE MIN.
2'-0" 3'-0"

SEISMIC DRIFT
2"
G
RAV
E
L
1 '
-
0 "
G
RAV
E
L
VA
R
E
IS
S
A
N
D
Y
L
O
A
M
VA
R
E
I
S
(
2 '
-
0 "
M
N
I
)
M
U
L
C
H
3 "
P
O
U
N
D
N
I
G
D
E
P
T
H
6 "
3 "
6 "
EL + 144' - 3"
5 '
-
4 "
4 '
-
9 3
8 /
"
V
(
A
R
E
I
S
)
3'-6 3/8" 8"

PLANTER AT GRADEEGRESS WALKWAY
C
M
U
F
E
N
C
E
6 '
-
0 "
CL
6 13/16"

PERF DRAIN PIPE
LEVEL 01
(+0' - 0")
01 01
A5.25

0.50% SLO 0.50% SLOPE MIN. PE MIN.

EL + 144' - 3"

NORTH PROPERTY LINE
3 "
6 "
P
O
U
N
D
N
I
G
D
E
P
T
H
6 "
M
UL
CH
3 "
S
A
N
D
Y
L
O
A
M
VA
R
E
I
S
(
2 '
-
0 "
M
N
I
)
G
RAV
E
L
1 '
-
0 "
G
RAV
E
L
VA
R
E
IS
5 '
-
4 " VA
R
E
ISC
M
U
F
E
N
C
E
6 '
-
0 "

PLANTER AT GRADEEGRESS WALKWAY

PLANTER
2'-0" 3'-0" 1'-0"
CL
6 13/16"
3'-6 3/8" 8"

SEISMIC DRIFT
2"

PERF DRAIN PIPE
LEVEL 01
(+0' - 0")
01 02
01 A5.25

NORTH PROPERTY LINE

PLANTER AT GRADEEGRESS WALKWAYSECURITY GATE
6'-4" 3'-4" 2" 2'-0"
2"

CMU FENCE
EL + 144' - 3"
C
M
U
F
E
N
CE
6 '
-
0 "
F
E
N
C
E
F
R
I
S
T
3 '
-
0 "
L
OT
L
E
N
G
T
H
1 '
-
6 "
M
AX
4 Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0
5/1/2023 12:37:27 AM 1" = 1'-0" Author Checker 220570

BIOFITRATIONPLANTER
A5.25
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211
SCALE: 1" = 1'-0"
BIOFILTRATION PLANTER SECTION 01 - EW 01
SCALE: 1" = 1'-0"
BIOFILTRATION PLANTER SECTION 04 - NS 24 SCALE: 1" = 1'-0" BIOFILTRATION PLANTER SECTION 03 - NS 14 SCALE: 1" = 1'-0" BIOFILTRATION PLANTER SECTION 02 - NS 04 No.: Description: Date:

CUP/ ZTA SET 06/10/202250% DD 06/24/2022100% DD 07/29/2022CUP/ ZTA SET - COMMENTRESPONSES 09/27/2022
50% CD 10/21/202275% CD DRAFT 11/18/202275% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
Project No.:

Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
5/1/2023 12:37:28 AM Author Checker 220570

PERSPECTIVEVIEWS
A5.91
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211

VIEW FROM WILSHIRE BLVD & CARSON ST INTERSECTION
No.: Description: Date:

CUP REVIEW DRAWINGS 03/04/2022CUP/ ZTA SET 06/10/202250% DD 06/24/2022100% DD 07/29/2022CUP/ ZTA SET - COMMENTRESPONSES 09/27/2022
50% CD 10/21/202275% CD DRAFT 11/18/202275% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
5 ARCHITECTURAL COMMISSION

CONDITIONS OF APPROVALRESPONSES
04/20/2023
Project No.:

Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
5/1/2023 12:37:30 AM Author Checker 220570

PERSPECTIVEVIEWS
A5.92
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211

VIEW FROM WILSHIRE BLVD
No.: Description: Date:

CUP REVIEW DRAWINGS 03/04/2022CUP/ ZTA SET 06/10/202250% DD 06/24/2022100% DD 07/29/2022CUP/ ZTA SET - COMMENTRESPONSES 09/27/2022
50% CD 10/21/202275% CD DRAFT 11/18/202275% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
5 ARCHITECTURAL COMMISSION

CONDITIONS OF APPROVALRESPONSES
04/20/2023
Project No.:

Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
5/1/2023 12:37:31 AM Author Checker 220570

PERSPECTIVEVIEWS
A5.93
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211

VIEW FROM N CARSON RD
No.: Description: Date:

CUP REVIEW DRAWINGS 03/04/2022CUP/ ZTA SET 06/10/202250% DD 06/24/2022100% DD 07/29/2022CUP/ ZTA SET - COMMENTRESPONSES 09/27/2022
50% CD 10/21/202275% CD DRAFT 11/18/202275% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
5 ARCHITECTURAL COMMISSION

CONDITIONS OF APPROVALRESPONSES
04/20/2023
4 Project No.:

Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0
5/1/2023 12:37:32 AM Author Checker 220570

PERSPECTIVEVIEWS
A5.96
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211
No.: Description: Date:
75% CD DRAFT 11/18/202275% CD 12/09/2022
1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
5 ARCHITECTURAL COMMISSION

CONDITIONS OF APPROVALRESPONSES
04/20/2023

VIEW FROM CARSON RD TO PARKING
Project No.:

Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0
5/1/2023 12:37:33 AM Author Checker 220570

PERSPECTIVEVIEWS
A5.97
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211
No.: Description: Date:
75% CD DRAFT 11/18/202275% CD 12/09/2022
1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
5 ARCHITECTURAL COMMISSION

CONDITIONS OF APPROVALRESPONSES
04/20/2023

VIEW FROM PARKING INTERIOR
Project No.:

Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0
5/1/2023 12:37:34 AM Author Checker 220570

PERSPECTIVEVIEWS
A5.98
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211
No.: Description: Date:
75% CD DRAFT 11/18/202275% CD 12/09/2022
1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
5 ARCHITECTURAL COMMISSION

CONDITIONS OF APPROVALRESPONSES
04/20/2023

VIEW INTERIOR OF PARKING BAYS
WINDOW - FIXED PANEL - GROUP 1 A
10' - 0" x 5'- 4" x 6"
WINDOW - FIXED PANEL - GROUP 2 B8' - 6" x 5'- 4" x 8"
2'-8" 5'-4"
1 2
'
-
0 "
WINDOW - FIXED WITH OPERABLE METAL INFILL COMPONENT - GROUP 2 A8'-6" x 13'-4" x 8"WINDOW - FIXED PANEL - GROUP 3 A12' - 0" x 8'- 0" WINDOW - FIXED PANEL - GROUP 2 C12' - 0" x 4'- 0"
SINGLE SWING - GLASS DOOR - GROUP DR 28'- 0" x 4'- 0" MAX 4'-0" MAX
SINGLE SWING - METAL CLAD - GROUP DR 48'- 0" x 4'- 0" MAX 8 '
-
0 "
DOUBLE SWING - METAL CLAD - GROUP DR 38'- 0" x 8'- 0" MAX 8'-0" MAX
8 '
-
0 "
8'-0"
5'-4"
5'-4"
1 0
'
-
0 "
5'-4" 2'-8"
8 '
-
6 "
5'-4" 13'-4"
8 '
-
6 "
4'-0"
3 '
-
6 "
8 '
-
6 "
1 2
'
-
0 "
DOUBLE SWING - GLASS DOOR - GROUP DR 18'- 0" x 8'- 0" MAX 8 '
-
0 "
4'-0" MAX 8'-0" MAX
8 '
-
0 "
1 2
'
-
0 "
4'-0"
WINDOW - FIXED PANEL - GROUP 4A12' - 0" x 4'- 0"
Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Consultants:Issued For:Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0
5/1/2023 12:37:38 AM 1/4" = 1'-0" Author Checker 220570

EXTERIOR DOORAND WINDOWTYPES ANDSCHEDULE
A10.01
8633 WILSHIRE BLVD

BEVERLY HILLS,
CA 90211
No.: Description: Date:
50% DD 06/24/2022100% DD 07/29/2022CUP/ ZTA SET - COMMENTRESPONSES 09/27/2022
50% CD 10/21/202275% CD DRAFT 11/18/202275% CD 12/09/2022 1 CUP/ ZTA SET - COMMENT
RESPONSES 2
12/09/2022
3 75% CD - PLAN CHECK

COMMENT RESPONSES
03/31/2023
4 CUP/ ZTA SET - COMMENT
RESPONSES 4
04/14/2023
5 ARCHITECTURAL COMMISSION

CONDITIONS OF APPROVALRESPONSES
04/20/2023

PANEL TYPES

DOOR SCHEDULE - EXTERIOR

LEVEL NUMBER

DOOR FRAME DETAIL

TYPE WIDTH HEIGHT MATERIAL FINISH TYPE MATERIAL FINISH JAMB HEAD SILL SECURITY LABEL/RATING SMOKE ACOUSTIC HARDWARE COMMENTS LEVEL 01LEVEL 01 EX-1001 26'-0" 10'-0" - MOTORIZED ROLL-UP DOORLEVEL 01 EX-1002 13'-0" 10'-0" MOTORIZED ROLL-UP DOORLEVEL 01 EX-1003 8'-0" 8'-0" HW MP-02 CLAD

D HW PTD
-
EXTERIOR DOOR; HM DOOR CLAD w/ METALPANEL; GROUP DR 3
LEVEL 01 EX-1004 6'-0" 7'-9 3/4"
CR
EXTERIOR GLASS DOOR; NARROW STILE;GROUP DR 1; PANIC HARDWARE:PUSH-ASSIST OPERATOR BOLLARD LEVEL 01 EX-1005 6'-0" 8'-0"
CR
EXTERIOR GLASS DOOR; NARROW STILE;GROUP DR 1; PANIC HARDWARE:PUSH-ASSIST OPERATOR BOLLARD LEVEL 01 EX-1006 F 3'-6" 10'-0" HW MP-02
CLAD
F HW PTD 06/A9.81 07/A9.81 26/A9.81 CR - EXTERIOR DOOR; HM DOOR CLAD w/ METAL PANEL; GROUP DR 4; PANIC HARDWARE LEVEL 01 EX-1007 3'-6" 8'-0" 06/A9.81 07/A9.81 26/A9.81 CR 90 MIN EXTERIOR DOOR; HM DOOR CLAD w/ METAL PANEL; GROUP DR 4; PANIC HARDWARE LEVEL 01 EX-1008 3'-0" 6'-0" - EXTERIOR GATELEVEL 01 EX-1009 2'-8" 8'-0"LEVEL 01 EX-1010 12'-6" 10'-0" PARKING BAY DOORLEVEL 01 EX-1011 13'-0" 10'-0" PARKING BAY DOORLEVEL 02LEVEL 02 EX-2001 3'-0" 8'-0" EXTERIOR GLASS DOOR; NARROW STILE; GROUP DR 2
LEVEL 03LEVEL 03 EX-3001 3'-0" 8'-0" EXTERIOR GLASS DOOR; NARROW STILE; GROUP DR 2
LEVEL 03 EX-3002 3'-0" 8'-0" EXTERIOR GLASS DOOR; NARROW STILE; GROUP DR 2
LEVEL 03 EX-3003 3'-0" 8'-0" EXTERIOR GLASS DOOR; NARROW STILE; GROUP DR 2
LEVEL 04/ ROOFLEVEL 04/ROOF
EX-4001 8'-0" 8'-0" HW MP-02
CLAD

D HW PTD
-

YES, STC-TBD
EXTERIOR DOOR; HM DOOR CLAD w/ METALPANEL; GROUP DR 3
LEVEL 04/ROOF
EX-4002 4'-0" 8'-0" 03/A9.81 04/A9.81 21/A9.81 CR 90 MIN EXTERIOR DOOR; HM DOOR CLAD w/ METAL PANEL; GROUP DR 4; PANIC HARDWARE LEVEL 04/ROOF
EX-4003 3'-6" 8'-0" EXTERIOR GLASS DOOR; NARROW STILE;
GROUP DR 2; PANIC HARDWARE
LEVEL 04/ROOF
EX-4004 3'-9 3/4" 8'-0" EXTERIOR GLASS DOOR; NARROW STILE; GROUP DR 2
LEVEL 04/ROOF
EX-4005 3'-6" 8'-0" EXTERIOR GLASS DOOR; NARROW STILE;
GROUP DR 2; PANIC HARDWARE
LEVEL 04/ROOF
EX-4006 6'-0" 8'-0" HW MP-02
CLAD

D HW PTD YES, STC
-TBD
EXTERIOR DOOR; HM DOOR CLAD w/ METALPANEL; GROUP DR 3
LEVEL 04/ROOF
EX-4007 3'-0" 7'-0" 06/A9.81 07/A9.81 21/A9.81 45 MIN EXTERIOR DOOR DOOR SCHEDULE LEGENDADO AUTOMATIC DOOR OPENERAL ALUMINUMAN ANODIZED CLEAR CR CARD READEREXT EXTERIORFIN HIGH PERFORMANCE COATINGFS FAIL SAFEFSE FAIL SECUREGALV GALVANIZEDGL GLASSHO HOLD OPENHM HOLLOW METALIC INTERCOMINT INTERIORKP KEYPADNIC NOT IN CONTRACTPH PANIC HARDWAREPWC POWDER COAT (COLOR TBD)PTD PAINTED (COLOR TBD)SSC SMOKE SEALED CONSTRUCTIONST STL STAINLESS STEELS/S ACOUSTIC SEALS / SHOESWD WOOD"-" NOT RATEDDOOR PANEL KEY:F - FLUSH DOORL - LOUVER DOORV - VISION GLASSVL - VISION & LOUVERN - NARROW WINDOWD - DUTCH DOORG - GLASS DOOR WITH WINDOWP - PIVOT DOORPB - PIVOT BOTTOMFG - FULL GLASS DOORFL - FULL LOUVER DOORGL - GLASS WINDOW & LOUVER DOOR FRAME KEY:F - Typical FrameD - Double doorV - Vision lightT - TransomSL - Side LightM - Masonry NOTE:1. ALL PUSH-ASSISTED DOOR SHALL COMPLY WITH BHMA A159.19 CARSON RD.

WILSHIRE
BLVD.
8633

WILSHIRE

PROPERTY LINE
(E) WASHINGTONIA FILIFERA (CA FAN PALM)

TREESTREES AND PLANTER,

PROTECT IN PLACE
(N) CURB CUT (N) WASHINGTONIA FILIFERA (CA FAN PALM) TREE SCE

TRANSFORMER
TRASH

ELECTRICAL
ROOM

VERTICAL

RECIPROCATING
CONVEYOR 2 - ADA

VERTICAL

RECIPROCATING
CONVEYOR 1

REQUIRED GREEN ZONE,

SEE LANDSCAPE
6' - 0" ARCHITECTURAL CMU WALL

APPROXIMATE LOCATION

OF ADJACENT BUILDING
USE: RESIDENTIAL

QUEUING ZONE
(E) APPROXIMATE LOCATION

OF ADJACENT BUILDING
USE: COMMERCIAL
(E) APPROXIMATE LOCATION

OF ADJACENT BUILDING
USE: COMMERCIAL
(E) WASHINGTONIA FILIFERA (CA FAN PALM) TREES

AND PLANTERS ALONG CARSON TO BE REMOVED, TYP

SITE AREA
12,783.20 SF

ALLOWABLE FAR
25,566.40
10'-0"
20'-0"

REQUIRED &

PROPOSED

REAR SETBACK

REQUIRED & PROPOSED
3RD LEVEL SETBACK

PARKING -

LOADING VAN
ONLY
65'-1" 25'-0"

PROPOSED NEW

BUILDING

PROPERTY LINE

ARCHITECTURAL CONCRETE PAVING
355 SF
SUPPLY
SHAFT

EXHAUST
SHAFT
FX2
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
F7 F7
F7 tape light to be mounted vertical
along the garage facade.

Project No.:

Drawn By:

Checked By:

Scale:

Sheet No.:

Sheet Name:

Seal & Signature:

Key Plan:

Consultants:

Issued For:

Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR

CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0

HLB LIGHTING DESIGN
8580 WASHINGTON BLVD
CULVER CITY, CA 90232
3/31/2023 10:50:26 AM3/16" = 1'-0"
CL
MR
210224

LIGHTING FLOOR
PLAN - LEVEL 1
LT1.01
8633 Wilshire Blvd,
Beverly Hills, CA
No.: Description: Date:
1 CUP REVIEW DRAWINGS 03/04/2022
2 CUP/ZTA SET 06/10/2022
3 50% DD 06/24/2022
4 100% DD 07/29/2022
5 CUP/ZTA SET - COMMENT

RESPONSES
9/27/2022
6 50% CD 10/21/2022
7 75% CD DRAFT 11/18/2022
8 75% CD 12/09/2022
9 CUP/ZTA SET - COMMENT
RESPONSES 2
12/09/2022
SOM NOTE:

Please see Architectural & Landscape Sheets for
most current fence & landscape front yard layout.

Lighting design remains the same, as shown here.

UP
01 02 03 04 05 06
A
B
D
C
10'-0" 32'-0" 32'-0" 32'-0" 32'-0"
22'-0" 32'-0" 32'-0"
10'-0"
20'-0"

REQUIRED &

PROPOSED

REAR SETBACK

REQUIRED & PROPOSED
3RD LEVEL SETBACK
MEP

SHAFT ROOM

ELECTRICAL
ROOM
STAIR 2

ELEVATOR
STAIR 1

ELEVATOR LOBBY

EXTERIOR TERRACE

OFFICE SPACE
JC
MENS

RESTROOM
WOMENS

RESTROOM
2HR RATED CHAISE

FOR FUEL LINES
FX7 FX7 FX7
FX7
FX7
FX7
FX7
FX7
FX7
Project No.:

Drawn By:

Checked By:

Scale:

Sheet No.:

Sheet Name:

Seal & Signature:

Key Plan:

Consultants:

Issued For:

Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR

CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0

HLB LIGHTING DESIGN
8580 WASHINGTON BLVD
CULVER CITY, CA 90232
3/31/2023 10:50:28 AM3/16" = 1'-0"
CL
MR
210224

LIGHTING FLOOR
PLAN - LEVEL 2
LT1.02
8633 Wilshire Blvd,
Beverly Hills, CA
No.: Description: Date:
1 CUP REVIEW DRAWINGS 03/04/2022
2 CUP/ZTA SET 06/10/2022
3 50% DD 06/24/2022
4 100% DD 07/29/2022
5 CUP/ZTA SET - COMMENT

RESPONSES
9/27/2022
6 50% CD 10/21/2022
7 75% CD DRAFT 11/18/2022
8 75% CD 12/09/2022
9 CUP/ZTA SET - COMMENT
RESPONSES 2
12/09/2022
01 02 03 04 05 06
A
B
D
C
10'-0" 32'-0" 32'-0" 32'-0" 32'-0"
22'-0" 32'-0" 32'-0"
10'-0"
20'-0"

REQUIRED &

PROPOSED

REAR SETBACK

REQUIRED & PROPOSED
3RD LEVEL SETBACK
MEP
SHAFT

ELECTRICAL
ROOM
STAIR 2

ELEVATOR
STAIR 1

ELEVATOR LOBBY

EXTERIOR TERRACE

EXTERIOR

TERRACE

OFFICE SPACE
JC
MENS

RESTROOM
WOMENS

RESTROOM
2HR RATED CHAISE

FOR FUEL LINES

PLANTER
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX7 FX7 FX7
FX7
FX7
FX7
FX7
FX7
FX7
Project No.:

Drawn By:

Checked By:

Scale:

Sheet No.:

Sheet Name:

Seal & Signature:

Key Plan:

Consultants:

Issued For:

Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR

CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0

HLB LIGHTING DESIGN
8580 WASHINGTON BLVD
CULVER CITY, CA 90232
3/31/2023 10:50:29 AM3/16" = 1'-0"
CL
MR
210224

LIGHTING FLOOR
PLAN - LEVEL 3
LT1.03
8633 Wilshire Blvd,
Beverly Hills, CA
No.: Description: Date:
1 CUP REVIEW DRAWINGS 03/04/2022
2 CUP/ZTA SET 06/10/2022
3 50% DD 06/24/2022
4 100% DD 07/29/2022
5 CUP/ZTA SET - COMMENT

RESPONSES
9/27/2022
6 50% CD 10/21/2022
7 75% CD DRAFT 11/18/2022
8 75% CD 12/09/2022
9 CUP/ZTA SET - COMMENT
RESPONSES 2
12/09/2022
01 02 03 04 05 06
A
B
D
C

PAINTED STEEL CANOPY,

EXTENT ABOVE
10'-0" 32'-0" 32'-0" 32'-0" 32'-0"
22'-0" 32'-0" 32'-0"

PLANTER - LOW
10'-0"
20'-0"

REQUIRED &

PROPOSED

REAR SETBACK

REQUIRED & PROPOSED
3RD LEVEL SETBACK
MEP
SHAFT

ELEVATOR

CONTROL ROOM
STAIR 2

ELEVATOR
STAIR 1

ELEVATOR LOBBY

INTERIOR LUNCHROOM

EMERGENCY

ELECTRICAL ROOM

ELECTRICAL
ROOM
JC

EXTERIOR TERRACE

LUNCHROOM

MECHANICAL ROOM

ALLOW FOR VERTICAL LADDER

FOR HIGH ROOF ACCESS

GENERATOR
ROOM
MENS

RESTROOM
WOMENS

RESTROOM

PLANTER - HIGH

PLANTER

PLANTER

PLANTER
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5
FX5 FX5 FX5 FX5 FX5 FX5 FX5 FX5 FX5 FX5 FX5 FX5
Project No.:

Drawn By:

Checked By:

Scale:

Sheet No.:

Sheet Name:

Seal & Signature:

Key Plan:

Consultants:

Issued For:

Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR

CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0

HLB LIGHTING DESIGN
8580 WASHINGTON BLVD
CULVER CITY, CA 90232
3/31/2023 10:50:32 AM3/16" = 1'-0"
CL
MR
210224

LIGHTING FLOOR

PLAN - ROOF
LT1.04
8633 Wilshire Blvd,
Beverly Hills, CA
No.: Description: Date:
1 CUP REVIEW DRAWINGS 03/04/2022
2 CUP/ZTA SET 06/10/2022
3 50% DD 06/24/2022
4 100% DD 07/29/2022
5 CUP/ZTA SET - COMMENT

RESPONSES
9/27/2022
6 50% CD 10/21/2022
7 75% CD DRAFT 11/18/2022
8 75% CD 12/09/2022
9 CUP/ZTA SET - COMMENT
RESPONSES 2
12/09/2022
01 02 03 04 05 06
A
B
D
C
F1 F1
F2
F2
F2
F2
F5
F5
F5
F5
F5
F5
F1
F1
F1
F1
F1
F1
F1
F3 F3 F3 F3 F3
F4
F6
F6
F6
FX4
F1a F1a F1a F1a F1a F1a F1a F1a F1a
F1a
F4
F4
F4
F4
B2
B2 mounted to the underside of
the landing.
(TYP) F5 vertical linear wall sconce
to be located at restroom vanity.

F2 F2
F7
F3 F3
F3 F3
F3
F3
F3
F3
F3
F3a
F3a
F3a
F3a
F3a
F3a
F3a
F3a
F3a
F3a
F3v
F3v
F3v
F3v
F3v F3v
F3v
F3v
F3v
F3v
F4 F4 F4 F4 F4 F4 F4 F4
F8 F8 F8 F8 B2
Project No.:

Drawn By:

Checked By:

Scale:

Sheet No.:

Sheet Name:

Seal & Signature:

Key Plan:

Consultants:

Issued For:

Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR

CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0

HLB LIGHTING DESIGN
8580 WASHINGTON BLVD
CULVER CITY, CA 90232
3/31/2023 10:50:34 AM3/16" = 1'-0"
CL
MR
210224

LIGHTING

REFLECTED

CEILING PLAN -
LEVEL 1
LT2.01
8633 Wilshire Blvd,
Beverly Hills, CA
No.: Description: Date:
1 CUP REVIEW DRAWINGS 03/04/2022
2 CUP/ZTA SET 06/10/2022
3 50% DD 06/24/2022
4 100% DD 07/29/2022
5 CUP/ZTA SET - COMMENT

RESPONSES
9/27/2022
6 50% CD 10/21/2022
7 75% CD DRAFT 11/18/2022
8 75% CD 12/09/2022
9 CUP/ZTA SET - COMMENT
RESPONSES 2
12/09/2022
01 02 03 04 05 06
A
B
D
C
F2 F2
F5
F5
F5
F5
F5
F5
F6
F6
F6
F2 F2
(TYP) F5 vertical linear wall sconce
to be located at restroom vanity.

F2 F2
F6
F1 F1 F1
F1
F1
F1
F1
F1
F1
Project No.:

Drawn By:

Checked By:

Scale:

Sheet No.:

Sheet Name:

Seal & Signature:

Key Plan:

Consultants:

Issued For:

Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR

CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0

HLB LIGHTING DESIGN
8580 WASHINGTON BLVD
CULVER CITY, CA 90232
3/31/2023 10:50:35 AM3/16" = 1'-0"
CL
MR
210224

LIGHTING

REFLECTED

CEILING PLAN -
LEVEL 2
LT2.02
8633 Wilshire Blvd,
Beverly Hills, CA
No.: Description: Date:
1 CUP REVIEW DRAWINGS 03/04/2022
2 CUP/ZTA SET 06/10/2022
3 50% DD 06/24/2022
4 100% DD 07/29/2022
5 CUP/ZTA SET - COMMENT

RESPONSES
9/27/2022
6 50% CD 10/21/2022
7 75% CD DRAFT 11/18/2022
8 75% CD 12/09/2022
9 CUP/ZTA SET - COMMENT
RESPONSES 2
12/09/2022
01 02 03 04 05 06
A
B
D
C
F2 F2
F5
F5
F5
F5
F5
F5
F2 F2
F6
F6
F6
F2 F2
(TYP) F5 vertical linear wall sconce
to be located at restroom vanity.

F6
F1 F1 F1
F1
F1
F1
F1
F1
F1
Project No.:

Drawn By:

Checked By:

Scale:

Sheet No.:

Sheet Name:

Seal & Signature:

Key Plan:

Consultants:

Issued For:

Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR

CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0

HLB LIGHTING DESIGN
8580 WASHINGTON BLVD
CULVER CITY, CA 90232
3/31/2023 10:50:36 AM3/16" = 1'-0"
CL
MR
210224

LIGHTING

REFLECTED

CEILING PLAN -
LEVEL 3
LT2.03
8633 Wilshire Blvd,
Beverly Hills, CA
No.: Description: Date:
1 CUP REVIEW DRAWINGS 03/04/2022
2 CUP/ZTA SET 06/10/2022
3 50% DD 06/24/2022
4 100% DD 07/29/2022
5 CUP/ZTA SET - COMMENT

RESPONSES
9/27/2022
6 50% CD 10/21/2022
7 75% CD DRAFT 11/18/2022
8 75% CD 12/09/2022
9 CUP/ZTA SET - COMMENT
RESPONSES 2
12/09/2022
01 02 03 04 05 06
A
B
D
C
F2 F2
F5
F5
F5
F5
F5
F5
F6
F6
F6
F2 F2
(TYP) F5 vertical linear wall sconce
to be located at restroom vanity.

F2 F2
F6
FX6a FX6a FX6a FX6a FX6a FX6a FX6a FX6a FX6a FX6a
FX6a
FX6a
FX6a
FX6a
FX6
FX6
FX6
FX6
FX6 FX6
F1 F1 F1
F1
F1
F1
F1
F1
F1
Project No.:

Drawn By:

Checked By:

Scale:

Sheet No.:

Sheet Name:

Seal & Signature:

Key Plan:

Consultants:

Issued For:

Architect:
8633 WILSHIRE

SKIDMORE, OWINGS & MERRILL LLP
333 SOUTH GRAND AVE, SUITE 3600
LOS ANGELES, CA 90071

NOT FOR

CONSTRUCTION
IF THIS SHEET IS NOT 36"x48", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 2" 1" 1/2" 1/4" 0

HLB LIGHTING DESIGN
8580 WASHINGTON BLVD
CULVER CITY, CA 90232
3/31/2023 10:50:37 AM3/16" = 1'-0"
CL
MR
210224

LIGHTING

REFLECTED

CEILING PLAN -
ROOF
LT2.04
8633 Wilshire Blvd,
Beverly Hills, CA
No.: Description: Date:
1 CUP REVIEW DRAWINGS 03/04/2022
2 CUP/ZTA SET 06/10/2022
3 50% DD 06/24/2022
4 100% DD 07/29/2022
5 CUP/ZTA SET - COMMENT

RESPONSES
9/27/2022
6 50% CD 10/21/2022
7 75% CD DRAFT 11/18/2022
8 75% CD 12/09/2022
9 CUP/ZTA SET - COMMENT
RESPONSES 2
12/09/2022
Attachment 4
Planning Commission Resolution No.
1922
RESOLUTION NO. 1922

A RESOLUTION OF THE PLANNING COMMISSION OF THE

CITY OF BEVERLY HILLS CONDITIONALLY APPROVING A

DEVELOPMENT PLAN REVIEW TO ALLOW THE

CONSTRUCTION OF A NEW THREE-STORY COMMERCIAL

BUILDING WITH ROOFTOP USES AND A MINOR

ACCOMMODATION TO ALLOW IMPROVEMENTS IN THE

SETBACK AREA REQUIRED BETWEEN NONRESIDENTIAL

AND RESIDENTIAL SITES AS NECESSARY TO

ACCOMMODATE BUILDING CODE REQUIREMENTS FOR
THE PROPERTY LOCATED AT 8633 WILSHIRE
BOULEVARD (PL1900379)
The Planning Commission of the City of Beverly Hills hereby finds, resolves, and determines as follows:

Section 1. Goggles 8633, LLC, the property owner and applicant, (collectively, the “Applicant”), has submitted an application for a Development Plan Review to allow the construction of a new three-story commercial building with rooftop uses and a Minor Accommodation to allow improvements in the setback area required between nonresidential and residential sites as necessary to accommodate building code requirements for the property located at 8633 Wilshire Boulevard. Pursuant to BHMC §§10-3-3100 and -3107, a Development Plan Review is required to allow the construction of a new three-story commercial building with rooftop uses. Pursuant to Beverly Hills Municipal Code §10-3-1952.C, a Minor Accommodation is required to permit improvements in the setback area required between nonresidential and residential sites as necessary to accommodate building code requirements. The following improvements are proposed:
x One guardrail (42” in height) located adjacent to a proposed third floor balcony; 
















2 x One wall (6’-0” in height) and one guardrail (42” in height) located adjacent to the proposed driveway ramp; and
x One curb (6” in height) located within the proposed the proposed driveway ramp

Section 2. The Project site is located in the southeast area of the city at the northeast corner of the intersection of Wilshire Boulevard and North Carson Road. The Project site is approximately 12,783 SF in area and is currently developed with a single-story commercial building and surface parking lot. There is no alley that separates the commercial uses from the residential uses in this area.

The Project involves the demolition of the existing single-story commercial building and surface parking lot and the construction of a new three-story commercial building with rooftop uses and subterranean parking. The proposed building will be 45’-0” in height with an outdoor terrace on the roof and a rooftop structure that extends to 60’-0” in height to its highest point, inclusive of all mechanical equipment and related screening. The rooftop uses, which will be available for use only by employees of the building, will include an enclosed employee lunchroom and an unenclosed terrace area intended to be used as an area for employees to take breaks and/or eat meals. A dog run will be located in the southwest corner of the unenclosed terrace. The building will also contain an outdoor patio on the first floor and balconies on the second and third floors.

The gross floor area of the building, inclusive of subterranean parking areas and rooftop structures, is 79,846 square feet. The net floor area, which exempts areas dedicated to subterranean parking, stair/elevator shafts, mechanical rooms, and the rooftop structure, is 
















3 25,565.14 square feet. The floor area of the enclosed rooftop structure will be 2,555 square feet and the unenclosed rooftop terrace will be 4,708 square feet. A total of 74 parking spaces are required and 76 parking spaces will be provided within four levels of subterranean parking. The subterranean parking garage will be accessed via a new curb cut on North Carson Road. One truck loading space will be located within the building envelope and accessed via a curb cub on North Carson Road. One street tree will be removed and replaced in order to accommodate the new curb cut.

No setbacks on the first, second, and third floors are required or proposed along the south, east, and west elevations. However, the rooftop structure will be set back approximately 29’ to 38’ from the front property line along Wilshire Boulevard, as required to comply with the 45-degree height envelope, and will be set back 5’ from the west side property line along North Carson Road. Two unenclosed rooftop features, which include a perforated steel canopy that covers approximately 48% of the unenclosed rooftop terrace and a steel framed metal clad monument located near the southwest corner of the building, will intersect the 45-degree height envelope. On the north elevation, the building will comply with the setbacks required for a commercial property located in the City’s commercial-residential transition area. As permitted with the Minor Accommodation, a guardrail along the third floor balcony, a guardrail and wall along the driveway ramp, and a drainage curb will be located within the setbacks otherwise required.

Section 3. The Project has been environmentally reviewed pursuant to the provisions of the California Environmental Quality Act (Public Resources Code Sections 21000, et seq.(“CEQA”), the State CEQA Guidelines (California Code of Regulations, Title 14, Sections 
















4 15000, et seq.), and the City’s environmental guidelines. The Project qualifies for a Class 32 Categorical Exemption pursuant to Section 15332 (In-Fill Development Projects) of the Guidelines as it has been shown to meet all five requirements for in-fill development projects:
(a) The project is consistent with the applicable general plan designation and all applicable general plan policies as well as with applicable zoning designation and regulations. (b) The proposed development occurs within city limits on a project site of no more than five acres substantially surrounded by urban uses.
(c) The project site has no value as habitat for endangered, rare or threatened species. (d) Approval of the project would not result in any significant effects relating to traffic, noise, air quality, or water quality.
(e) The site can be adequately served by all required utilities and public services.

The Planning Commission hereby finds the Project exempt from further review under the provisions of CEQA.

Section 4. Notice of the Project and public hearing was mailed on July 2, 2020 to all property owners and residential occupants within a 1,000-foot radius (plus block face) of the property and on-site notices were posted on the subject property on the same day. On July 23, 2020, the Planning Commission considered the application at a duly noticed public hearing.

Evidence, both written and oral, was presented at the meeting. 
















5 Section 5. In reviewing the request for a Development Plan Review for a new building and rooftop use, the Planning Commission considered whether it could make the following findings in support of the Project:

1. The proposed plan is consistent with the general plan and any specific plans adopted for the area.

2. The proposed plan will not adversely affect existing and anticipated development in the vicinity and will promote harmonious development of the area.

3. The nature, configuration, location, density, height and manner of operation of any commercial development proposed by the plan will not significantly and adversely interfere with the use and enjoyment of residential properties in the vicinity of the subject property.

4. The proposed plan will not create any significantly adverse traffic impacts, traffic safety hazards, pedestrian-vehicle conflicts, or pedestrian safety hazards.

5. The proposed plan will not be detrimental to the public health, safety or general welfare.

Additionally, the Planning Commission considered whether it could make the following findings in support of the unenclosed architectural features that intersect the 45-degree height envelope:

6. The features are architecturally compatible with the building and will not adversely impact the building’s scale and massing. 
















6 Section 6. Based on the foregoing, the Planning Commission hereby finds and determines as follows with respect to the Development Plan Review:

1. The Project has been determined to be consistent with the goals and policies set forth in the General Plan for commercial uses throughout the city. Specifically, it is consistent with the General Plan’s goals and policies to maintain the City’s business corridors, to provide appropriate transitions between commercial and residential properties, and to require a high level of architectural design. The Project is also designed to be consistent with the applicable development standards set forth in the Beverly Hills Municipal Code. Additionally, the Project is not located within any specific plan areas.

Accordingly, the Project is consistent with the general plan and any specific plans adopted for the area

2. As conditioned, the Project, which is a three-story commercial building with rooftop uses and a subterranean parking garage, will not adversely affect existing and anticipated development along the Wilshire Boulevard commercial corridor or the singlefamily residential neighborhood located to the north of the Project site. Existing development in the area consists of commercial buildings that range from one to ten stories in height with a majority of the commercial buildings being three stories in height or less.

As proposed, the Project exhibits a high level of architectural design that will enhance the surrounding area. The Project is also subject to review and approval by the City’s Architectural Commission, which will further evaluate the building’s architectural design and building materials. Furthermore, the Project complies with the City’s commercialresidential area requirements, including building setbacks, landscaping along the north property line adjacent to the nearest residential property, and the general development and 
















7 operation requirements for a property located in the transition area. Accordingly, it will be a harmonious addition that will help to maintain the commercial corridor along Wilshire Boulevard. Furthermore, the traffic and parking studies prepared in conjunction with the Project have not identified any significant traffic or parking impacts that would result from the construction and operation of the three-story commercial building.

3. The Project includes a shade and shadow study that forecasts the 9:00 AM, 10:00 AM, 12:00 PM, 1:00 PM, 3:00 PM, and 6:00 PM shadows that would be cast by the building at the summer and winter solstices. The summer solstice would cast minimal, if any, shadows on the nearest single-family property to the north as a majority of the summer shadows would fall on the adjacent commercial properties to the east and west. The winter solstice would cast shadows on the single-family residential property in the afternoon hours. Based on the provided study, the ten-story Blu Apartments building currently casts a shadow on this property in the morning hours on the winter solstice. However, the winter solstice would represent the “worst case scenario” as it relates to shadow as it is the day when the sun is lowest in the sky throughout the entire year and it can reasonably be assumed that the shadows cast on the single-family property throughout the rest of the year would be less than those on the winter solstice. Additionally, the use of the balconies and unenclosed rooftop terrace are conditioned to prohibit the use of such areas during extended hours to ensure that the single-family residential neighborhood to the north is not subject to noise disruptions resulting from the use of those areas in the evening and early morning hours. Accordingly, the nature, configuration, location, density, height and manner of operation of any commercial development proposed by the plan will not significantly and 
















8 adversely interfere with the use and enjoyment of residential properties in the vicinity of the subject property

4. Based on the scope of the Project, neither a vehicle miles traveled (VMT) analysis nor a local traffic assessment was required. Specifically, the Project met the screening criteria for the VMT analysis because it is located in a Transit Priority Area (i.e., within 0.5-mile of a Metro Rapid bus stop) and does not have the characteristics that would otherwise disqualify it from such screening. Additionally, projects are required to complete a local traffic assessment if the peak hour trips in the AM or PM peak hours exceed 50 trips. The trip generation for the Project is based on net trips, which allows a credit to be applied based on trip generation of the existing/prior use. Based on the traffic memorandum prepared for the Project, the AM peak hour would generate 46 net trips (40 net trips in and 6 net trips out) and the PM peak hour would generate a net decrease in trips from the previous use. The anticipated construction-related trips would be less than the operational trips. Additionally, the Project is conditioned to require users of the building to turn left when exiting the Project site, which will direct the vehicles south toward Wilshire Boulevard as opposed to north into the single-family residential neighborhood.

Furthermore, the property line wall along the northern property line is designed to be consistent with the front yard wall height requirements for the adjacent single-family residential property. The guardrail that is located immediately adjacent to the driveway ramp is an open railing design. This open design, along with the low height of the property line wall in the area nearest North Carson Road, will ensure that pedestrians are clearly visible to drivers existing the subterranean garage. Accordingly, the Project will not create 
















9 any significantly adverse traffic impacts, traffic safety hazards, pedestrian-vehicle conflicts, or pedestrian safety hazards

5. As designed, the Project is consistent with the goals and policies outlined in the City’s General Plan and complies with applicable development standards set forth in the Beverly Hills Municipal Code for commercial properties. Additionally, the Project will be constructed in accordance with the City’s Building Code standards. Prior to the issuance of building permits, a construction management plan and construction worker parking plan are required for review and approval by the Public Works and Community Development Departments. Public safety issues such as construction staging, truck trip coordination, hauling, and allowed on-site and off-site construction worker parking are addressed in the required plans. Furthermore, the use of the rooftop penthouse structure and outdoor terrace would be limited to employees of the building and, as conditioned, would be prohibited from operating during extended hours, as defined by the Beverly Hills Municipal Code.

Therefore, the Project will not be detrimental to the public health, safety or general welfare.

6. The Project is designed in a contemporary architectural style comprised of non-mirrored/reflective glazing system and steel framed metal cladding. The two unenclosed rooftop features that will intersect the 45-degree height envelope otherwise required on the rooftop include a perforated steel canopy and a steel framed monument.

The perforated steel canopy is set back from the front elevation by 3’-0” and is approximately 53’ wide. The steel framed monument, which encroaches into the public right-of-way above 8’ from grade, is proposed at a total height of approximately 57’. While these features would add to the overall mass of the building as seen from the street and adjacent commercial properties, both elements are cohesive with the overall styling and 
















10 material palette of the contemporary building. Additionally, both features would be minimally visible from the adjacent single-family residential neighborhood to the north.

The scale and massing of the features are concentrated along Wilshire Boulevard and away from the northern portion of the building. Accordingly, the features are architecturally compatible with the building and will not adversely impact the building’s scale and massing.

Section 7. In reviewing the request for a Minor Accommodation to allow building code-required encroachments into a required setback, the Planning Commission considered whether it could make the following findings in support of the Project:

1. The proposal will be compatible with the adjacent residential area.

Section 8. Based on the foregoing, the Planning Commission hereby finds and determines as follows with respect to the Minor Accommodation:

1. The encroachments that are located within the setbacks otherwise required for commercial properties that are located adjacent to a residential property include a 42” guard rail along the third floor balcony, a 42” guardrail and 6’-0” wall along the driveway ramp, and a 6” drainage curb located at the entrance to the driveway ramp. Pursuant to the California Building Code (CBC), specifically Sections 1015.2 and 1015.3, guardrails shall be located along open-side walking surfaces that are located more than 30” measured vertically to the floor or grade below at any point within 36” horizontally to the edge of the open side. Such guardrails shall not be less than 42” in height, as measured vertically from the adjacent walking surfaces, on stairways, or on ramps/ramped aisles. Accordingly, a 
















11 42” guardrail is located along the third floor balcony and is designed to be architecturally compatible with the building. Additionally, a 42” guardrail and a 6’ wall are located adjacent to the driveway ramp that leads to the subterranean garage. While the 6’ wall portion adjacent to the driveway aisle is greater than the minimum height required by 2.5’, it also serves to provide as a visual and acoustical noise barrier from the proposed driveway ramp. The 6” curb is located at the driveway entrance to the subterranean garage. At its highest point, it is set back approximately 2’-6” from the west side property line along North Carson Road. The curb feature will provide a drainage point to prevent water from potentially flooding the proposed subterranean basement and is incorporated into the overall configuration of the driveway. Accordingly, the encroachments will be compatible with the adjacent residential area
Section 9. Based on the foregoing, the Planning Commission hereby grants the requested Development Plan Review and Minor Accommodation, subject to the following conditions:

1. This approval is for those plans submitted to the Planning Commission on July 23, 2020, a copy of which shall be maintained in the files of the City Planning Division. Project development shall be consistent with such plans, except as otherwise specified in these conditions of approval.

2. Minor amendments to the plans shall be subject to approval by the Director of Community Development or his/her designee. A significant change to the approved Project, as determined by the Director or his/her designee, shall be subject to Planning Commission Review. Construction shall be in conformance with 
















12 the plans approved herein or as modified by the Planning Commission or Director of Community Development or his/her designee.

3. Project Plans are subject to compliance with all low impact development regulations, and applicable zoning regulations except as may be expressly modified herein. Project plans shall be subject to a complete Code Compliance review when building plans are submitted for plan check. Compliance with all applicable Municipal Code provisions is required prior to the issuance of a building permit.

4. The Planning Commission reserves jurisdiction relative to traffic, parking, loading, and noise issues and the right to impose additional conditions as necessary to mitigate any other unanticipated impacts caused by the proposed Project as they arise. In the event that the Project is found to result in any unanticipated impacts and a hearing is scheduled to review the Project, the full cost of the review hearing and implementation of any additional conditions or mitigation measures shall be paid for by the Property Owner.

5. The Project shall be subject to review and approval by the Architectural Commission.

6. To prevent potential noise impacts to neighboring residents, use of the rooftop lunchroom, rooftop outdoor terrace, and residential-adjacent balconies shall be limited to the hours of 9:00 AM to 8:00 PM daily, and signage indicating such restrictions shall be installed and visible in each of the three identified areas.

7. The use of amplified music or other amplified sound shall be prohibited on both the rooftop terrace and balconies.

















13 8. The use of the enclosed rooftop lunchroom and associated outdoor terrace shall be restricted to employees working at 8633 Wilshire Boulevard, for lunchroom and employee break usage only. No fees may be charged for use or access to the rooftop uses. Use of rooftop facilities by any person or entity not otherwise a tenant of the building is prohibited.

9. Food service in the rooftop lunchroom is limited to self-preparation and vending machine service only.

10. The Project shall operate at all times in a manner not detrimental to surrounding properties or residents by reason of lights, noise, activities, parking, or other actions.

11. No medical office uses shall be permitted in the building.

12. A “no right turn” sign shall be installed at the exit from the loading area and underground parking structure to deter vehicles exiting the project site from travelling north through the adjacent single-family residential neighborhood

13. If a gate is installed to the subterranean parking area, it shall be set back from North Carson Drive the greatest distance feasible to maximize off-street stacking of vehicles seeking to enter the parking area.

14. Free of charge parking shall be provided to all employees in the building, and this provision shall be incorporated into all leases of space within the building.

15. One hour of free, validated on-site parking shall be provided for patrons of all tenants that may occupy all or part of the building. The applicant shall provide appropriate signage at entrances to the parking area informing patrons of the 
















14 validated parking requirements. The informational signage shall be subject to approval by the Director of Community Development and shall be installed prior to issuance of a certificate of occupancy.

16. All deliveries, with the exception of parcel delivery services which the applicant or tenant is unable to control or schedule, shall be made to the property between 10:00 AM and 4:00 PM to avoid peak traffic periods. This limitation shall be included in all leases of space within the building.

17. The loading zone shall maintain a minimum of a 35’ (L) by 12’ (W) truck loading space accessible from the in the west property line wall as identified on the plans approved by the Planning Commission on July 23, 2020. Trucks shall be instructed to access the loading area by travelling north on North Carson Road from Wilshire Boulevard and exit the Project site turning left onto North Carson Road after completing loading activities in the designated loading area.

18. The loading zone shall have clear signage prohibiting parking by any vehicle other than a delivery vehicle at the time it is making a delivery.

19. A clear and identifiable street address shall be placed in a visible location on the building.

20. The Project shall comply with all applicable conditions required from the Public Works Department, the Transportation Division of the Community Development Department, and Community Services Department identified in Exhibit 1 to this resolution, entitled “Standard Conditions list for the Planning Commission - Engineering, Utilities and Recreation and Parks” 
















15 21. In accordance with the requirements set forth in City Council Resolution 71-R-4269, the applicant shall file a formal written request with the Civil Engineering Division for approval of any type of temporary construction encroachment (steel tieback rods, etc.) within the public right-of-way. Shoring plans and elevations prepared by a registered civil engineer must be submitted for review by the Civil Engineering Division. An indemnity bond must be submitted and approved by the City Attorney prior to excavation.

22. The Applicant shall submit to the Los Angeles County Metropolitan Transportation Authority (Metro) architectural plans, engineering drawings and calculations, and construction work plans and methods to evaluate any impacts to the Westside Purple Line Extension infrastructure in relationship to the Project. Prior to issuance of any building permit for the Project, the Applicant shall either provide the City with a copy of Metro’s approval of final construction plans, or sufficient documentation to demonstrate compliance, to the maximum extent feasible, with any comments provided by Metro.

The construction and operation of the Project shall, to the maximum extent feasible, not disrupt the construction, operation, and maintenance activities of the Westside Purple Line Extension or the structural and systems integrity of Metro’s subway tunnels. To ensure that all such impacts are properly mitigated, the Applicant shall:
a. Not later than one month before Project construction, contact Metro to schedule a pre-construction meeting with all Project construction 
















16 personnel and Metro Real Estate, Construction Management, and Construction Safety staff.
b. Work in close coordination with Metro to ensure that structural integrity of subway tunnels and related infrastructure are not compromised by construction activities or permanent build conditions;
c. Permit Metro staff to monitor these activities with respect to such potential impacts; and
d. Notify Metro of any changes to construction activities that may cause a change to such potential impacts.

23. The Applicant shall submit a Construction Management Plan to the Departments of Community Development and Public Works for review and approval before issuance of a demolition, grading or building permit, whichever comes first. The Construction Management Plan shall include, at a minimum the following:
a. A traffic plan for every stage of construction to be reviewed and approved by the Public Works Engineering Division and the Community Development Building & Safety Division. This plan shall minimize the obstruction of through-traffic lanes on Wilshire Boulevard.
b. Information regarding the anticipated number of workers, the location of parking with respect to schedules of the construction period, the arrangements of deliveries, hauling activities, the length 
















17 of time of operation, designation of construction staging area and other pertaining information regarding construction related traffic. c. A plan to maintain existing access to land uses on other sites in the proximity of the Project site during Project construction. This includes the maintenance of adequate emergency access.
d. Information on the proposed demolition/construction staging for this Project to determine the amount, appropriate routes and time of day of heavy hauling truck traffic necessary for demolition, deliveries, etc., to the subject site.
e. Scheduling of the deliveries and pick-ups of construction materials during non-peak hour travel periods, to the maximum extent feasible.
f. A plan for loading/unloading and the storage of materials at the Project site, including where parking spaces would be encumbered, length of time traffic travel lanes can be encumbered, and sidewalk closings.
g. A coordination plan to coordinate haul trucks, deliveries and pickups to reduce the potential for trucks waiting to load or unload for protracted periods of time. This shall include limiting the number of truck trips per hour.
h. A requirement to clean truck tires before trucks leave the Project site during the grading and earth excavation phase of the Project. 
















18 i. Provide heavy haul routes for heavy trucks and haul trucks used over the duration of the Project. These routes must use streets identified on the City’s approved Heavy Haul Route map. Any use of residential streets south of the Project site for heavy trucks or haul trucks is prohibited.
j. Staging of trucks in the City of Beverly Hills right-of-way is prohibited.
k. A sign shall be posted on the temporary construction fence with the name and contact information of the general contractor and construction supervisor during construction of the Project. l. No construction worker parking shall be allowed on streets and alleys adjacent to the Project site.

24. The Applicant shall submit a Construction Workers Parking Plan to the Departments of Community Development and Public Works for review and approval before issuance of a demolition, grading or building permit, whichever comes first. The Construction Workers Parking Plan shall include, at a minimum the following:
a. A plan to accommodate all construction worker parking on the Project site, to the maximum extent feasible.
b. A plan for alternative parking locations during phases of construction when all worker parking cannot be accommodated on the Project site. This plan shall identify the location of alternative 
















19 parking and specify the method and route of worker transportation to and from the Project site.
c. All construction contractors shall be provided with written information on where their workers and their subcontractors are permitted to park and provide clear consequences to violators for failure to follow these regulations. This information will clearly state that no parking is permitted on residential streets including, but not limited to, North Carson Road and Clifton Way.

25. City staff shall have the authority to immediately stop construction upon verification of any violation of the Construction Management Plan or Construction Workers Parking Plan. Work shall not be allowed to restart until the problem is abated and/or corrective actions are taken to mitigate the violation.

26. APPEAL. Decisions of the Planning Commission may be appealed to the City Council within fourteen (14) days of the Planning Commission action by filing a written appeal with the City Clerk. Appeal forms are available in the City Clerk’s office. Decisions involving subdivision maps must be appealed within ten (10) days of the Planning Commission Action. An appeal fee is required.

27. RECORDATION. The resolution approving the Development Plan Review and Minor Accommodation shall not become effective until the owner of the Project site records a covenant, satisfactory in form and content to the City Attorney, accepting the conditions of approval set forth in this resolution. The covenant shall include a copy of the resolution as an exhibit. The Applicant shall deliver the executed covenant to the Department of Community Development 
















20 within 180 days of the Planning Commission decision. At the time that the Applicant delivers the covenant to the City, the Applicant shall also provide the City with all fees necessary to record the document with the County Recorder. If the Applicant fails to deliver the executed covenant within the required 180 days, this resolution approving the Project shall be null and void and of no further effect.

Notwithstanding the foregoing, the Director of Community Development may, upon a written request by the Applicant, submitted prior to the expiration of the 180-day period, grant a written extension of the 180-day time limit for a period of no more than 180 days if, at the time of the request, the Director determines that there have been no substantial changes to any federal, state, or local law that would affect the Project. Regardless of the timelines set forth in this condition, in no event shall a building permit be issued prior to the recordation of the covenant.

28. EXPIRATION. Development Plan Review and Minor
Accommodation: The exercise of rights granted in such approval shall be commenced within three (3) years after the adoption of such resolution unless otherwise extended.

29. VIOLATION OF CONDITIONS: A violation of any of these conditions of approval may result in a termination of the entitlements granted herein.

30. APPROVAL RUNS WITH LAND. These conditions shall run with the land and shall remain in full force for the duration of the life of the Project. ///
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21 Section 10. The Secretary of the Planning Commission shall certify to the passage, approval, and adoption of this resolution, and shall cause this resolution and his/her Certification to be entered in the Book of Resolutions of the Planning Commission of the City.

Adopted: July 23, 2020

Peter I. Ostroff
Chair of the Planning Commission of the
City of Beverly Hills

Attest:

Ryan Gohlich, AICP
Secretary of the Planning Commission
Approved as to form: Approved as to content:

David M. Snow Ryan Gohlich, AICP
Assistant City Attorney Assistant Director / City Planner Community Development Department
Exhibits:

A. City of Beverly Hills - Standard Conditions List

















22 EXHIBIT A

CITY OF BEVERLY HILLS

STANDARD CONDITIONS LIST

FOR THE PLANNING COMMISSION
ENGINEERING, UTILITIES AND RECREATION & PARKS:

1. The applicant shall remove and replace all defective sidewalk surrounding the existing and proposed buildings.

2. The applicant shall remove and replace all defective curb and gutter surrounding the existing and proposed buildings.

3. The applicant shall remove all unused landings and driveway approaches. These parkway areas, if any, shall be landscaped and maintained by the adjacent property owner.

This landscape material cannot exceed six to eight inches in height and cannot be planted against the street trees. Care shall be taken to not damage or remove the tree existing tree roots within the parkway area. Remove and replace all defective alley and driveway approaches surrounding the existing and proposed buildings.

4. The applicant shall protect all existing street trees adjacent to the subject site during construction of the proposed project. Every effort shall be made to retain mature street trees.

No street trees, including those street trees designated on the preliminary plans, shall be removed and/or relocated unless written approval from the City Arborist and the City Engineer is obtained. Removal and/or replacement of any street trees shall not commence until the applicant has provided the City with an improvement security to ensure the establishment of any relocated or replaced street trees. The security amount will be determined by the Director of Recreation and Parks, and shall be in a form approved by the City Engineer and the City Attorney.

















23 5. The applicant shall provide that all roof and/or surface drains discharge to the street.

All curb drains installed shall be angled at 45 degrees to the curb face in the direction of the normal street drainage flow. The applicant shall provide that all groundwater discharges to a storm drain. All ground water discharges must have a permit (NPDES) from the Regional Water Quality Control Board. Connection to a storm drain shall be accomplished in the manner approved by the City Engineer and the Los Angeles County Department of Public Works. No concentrated discharges onto the alley surfaces will be permitted.

6. The applicant shall provide for all utility facilities, including electrical transformers required for service to the proposed structure(s), to be installed on the subject site. No such installations will be allowed in any City right-of-way.

7. The applicant shall underground, if necessary, the utilities in adjacent streets and alleys per requirements of the Utility Company and the City.

8. The applicant shall make connection to the City's sanitary sewer system through the existing connections available to the subject site unless otherwise approved by the City Engineer and shall pay the applicable sewer connection fee.

9. The applicant shall make connection to the City's water system through the existing water service connection unless otherwise approved by the City Engineer. The size, type and location of the water service meter installation will also require approval from the City Engineer.

10. The applicant shall provide to the Engineering Office the proposed demolition/construction staging for this project to determine the amount, appropriate routes and time of day of heavy hauling truck traffic necessary for demolition, deliveries, etc., to the subject site.

















24 11. The applicant shall obtain the appropriate permits from the Civil Engineering Department for the placement of construction canopies, fences, etc., and construction of any improvements in the public right-or-way, and for use of the public right-or-way for staging and/or hauling certain equipment and materials related to the project.

12. The applicant shall remove and reconstruct any existing improvements in the public right-of-way damaged during construction operations performed under any permits issued by the City.

13. During construction all items in the Erosion, Sediment, Chemical and Waste Control section of the general construction notes shall be followed.

14. Condensate from HVAC and refrigeration equipment shall drain to the sanitary sewer, not curb drains.

15. Water discharged from a loading dock area must go through an interceptor/clarifier prior to discharging to the storm drain system. A loading dock is not to be confused with a loading zone or designated parking space for loading and unloading.

16. Organic residuals from daily operations and water used to wash trash rooms cannot be discharged to the alley. Examples are grocery stores, mini markets and food services.

17. All ground water discharges must have a permit (NPDES) from the Regional Water Quality Control Board. Examples of ground water discharges are; rising ground water and garage sumps.

18. Storm water runoff from automobiles going into a parking garage shall be discharged through a clarifier before discharging into the storm drain system. In-lieu of discharging runoff through a clarifier, parking lots can be cleaned every two weeks with 
















25 emphasis on removing grease and oil residuals which drip from vehicles. Maintain records of cleaning activities for verification by a City inspector.

19. After completion of architectural review of a new or modified commercial structure, and prior to issuance of the certificate of occupancy, the applicant is required to comply with the Public Art Ordinance. An application is required to be submitted to the Fine Art Commission for review and approval of any proposed art piece or, as an alternative, the applicant may choose to pay an in-lieu art fee.
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STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) SS.

CITY OF BEVERLY HILLS )
I, KAREN MYRON, Recording Secretary of the Planning Commission of the City of Beverly Hills, California, do hereby certify that the foregoing is a true and correct copy of Resolution No. 1922 duly passed, approved and adopted by the Planning Commission of said City at a meeting of said Commission on July 23, 2020, and thereafter duly signed by the Secretary of the Planning Commission, as indicated; and that the Planning Commission of the City consists of five (5) members and said Resolution was passed by the following vote of said Commission, to wit:

AYES: Commissioners Demeter, Hudnut, Licht, Vice Chair Gordon, Chair Ostroff
NOES: None
ABSTAIN: None
ABSENT: None
________________________________

KAREN MYRON
Recording Secretary of the
Planning Commission
City of Beverly Hills, California